The URL can be used to link to this page

Permits 1323 Linkside Dr (vault folder) JOB ADDRESS PROPERTY OW VER PERMIT NUMBER �d O J ATE INSPECTIONS: FOOTING SLOB TIE BE.-LVf LINTEL NA IL INGISHEA THING FR,-MING/COVER UP 3 - 9 9 INSUL4 TION FINAL BUILDING ' CERTIFICATE OF OCCUPANCY ELECTRICAL PERYIIT# �/I S_ INSPECTIONS ROUGH FINAL MECHANICAL PERMIT# INSPECTIONS ROUGH FINAL PL U NIBING PERVIT# INSPECTIONS ROUGH/UNDER SLAB TOPOUT WATERISEWER FINAL NOTES: q x x , `� r ADDRESS 1 BUILDING PERMIT NUMBER INSPECTIONS: FOOTING UNDER SLAB PLUMBING SLAB FRAMING l '.3l) - 9'j , COVER-UP G f d 5 J/ INSULATION -7` 3 ` FINAL BUILDING fo CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # 10_3Jr INSPECTIONS ROUGH l7s FINAL � `l� MECHANICAL PERMIT # 6 4�5 7T' PLUMBING PERMIT # NOTES: i � , CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-dept@coab.us Application Number . . . . . 07-00001018 Date 7/16/07 Property Address . . . . . . 1323 LINKSIDE DR Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 --------------------------------------------------------------------- ------- Application desc 1 CU 1 AHU ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ THOMAS, ROBERT D. OCEAN STATE HEAT & AIR, INC. 1476 ATLANTIC BLVD. ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (9 04) 249-8251 ---------------------------------------------------------------------------- Permit MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 79 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/12/08 ------------------------------------------------------------- --------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 79 . 00 79 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 79 . 00 79 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATL- NTIC BEACH _. M- CH-A-TICAL PERMIT kPPLICATION Date: < Q 7 Property Address: Owner: �G*� Telephone#: Contractor: L Telephone#: Elicl-S�E5 I .Contractor Address: -t��D 1,�..f-f �y �`lf Fax-I,:_�. In consideration of permit given for doing the wort:as described in the above statement,we hereby agree to perform said worl:in accordance i with the attached plans and specifications which are a parr hereof and in accordance with the C&of Atlantic Beach ordinances and standards of eood practice listed therein. Type of Heai ina Fuel• If other construction is being done on this building or site,list the building permit number. L9' EIectric _ �. ❑ Gas: LP Natural -�ntral Utii ity ❑ Oil ❑ Other—Specify MECHANICAL EQUIPMENT TO BE LNSTALLED NATURE OF WORK eat _Space _Recessed tzntral _Floor �gesideal � A-rConditionin- _Room L. entral ❑ Duct System: Material T'hic'kness ❑ Commercial Maximum capacity cfm ❑ Reai[=ation ❑ New Building i ❑ CooLina Tower: Capacity =m ❑ E_dsti=Building ❑ Fire Sprinldl-rs:Dumber of Heads - ❑ Elevator: itijanlift Escalator (Number) Replas:emeirLoiE.dsdngSystem ❑ Gasoline Pumps (Number) ❑ Tanks (Number) ❑ New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfued Pressure Vessel ❑ Extension or Add-on to Eidstiag System ❑ Boilers ❑ Gas Piping ---- Li Utter- ec�i P ❑ Other-Specify LIST ALL EQUIPME1YT CONDITIONING,RETRIGERATION EQUIP1Y=, T&CONDENSOR'S Approving Number Units Description Model Manufacturer Ton'sAgency 30-4 4 L HEATING—FURNACES,BOILERS,FIREPLACES&iVM.HANDLER'S Approving Dumber Units Description Model R Manufacturer BTUs Agency TA`6KS' hlomival Capacity Type Liquid Serial _ A�pproviag How Ntanv &Dimensions Contained ivlanufacturer No. Aeencv 300 Seminole Load • Atlantic Beach, Florida 3333-5445 Phone: (904)2471-5300 . Fax: (904):4"-5345. http:!/www.ei.atlantic-beach.fl.us _rvoTrvv-qtF- MAP SHOWING BOUNDARY SURVEY OF LOT 73 BLOCK --------7— _ AS SHOWN ON MAP OF .SEL V9 L/NrYS/,DE UN/T I AS RECORDED IN PLAT BOOK ' _ PAGESZ3__ O.A OF THE CURRENT PUBt-ill RECORDS OF DUVAI_ CO FLA FOR CE,VTEX_ ,410A,159 CG�4'PORA T/O�/ [NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT (OTE�ELEI/A1'/OA/S APE SNOK/i1/ THUS: (11.52) �/✓O i�EF'Q r0 ti,q r/on.A/ v�c70c�'�-" v!,i'7�A� l�7'uH u� /9�9 PART df SECT/O/C' /7, c's r�Ec /rE.✓cE 1 -- - N 83 42:/O'E- 50. 00 ' REcEl�� _-- - -- Ur/L/ 5 r1Z, A.vD sEk ��5 An L'E --- 1 R c 1999 City Of Atiq yv000 QfrA/N/A/6 wNCc , s. s s¢ f -- Building ��c Beach s��o Zoning eNA N 1�3 3.8 /4 2 ljj O DWELL/1V6 v /2" EAl/ES o< Ul Fii✓/SN f'o0R Ez (1; 61) E 7 9 N 4. R r. SI O pec`�o4F�� 1:' 's /�' ¢¢:SG`J•" ~`�`�Y .Q_.� �: QG J1 � l�� -3 /✓� �Y`,� n i,, I HEREBY CERTIFY THAT THIS SURVEY PERFORMED UNDER Mr HESNI.NSIBLE IhHEi ',,)N MEE rlt MINIMUM LEGEND TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH i;HAPTEH � A AUMINIti1T�A' j (.,_)I,)E (PURSUANT TO SECTION 472.027,FLORIDA STATUTES),AND FUHEHEPA UE-RTIFv I H A T fF1FR1 AHE NIjI E t NCHUA-H B 1: 0"CRETE "O"um""T MENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN ON THIS SURVE,Y • yr FOUND IRON 0 1'2 SET IRON L . 1704 FLOOD CERTIFICATE: THE LOT SHOWN HEREON IS IN FLU')(; 8 R L BUILDING RESTRICTION LIME ZONE ..x AS SHOWN ON THE FLOOD INSURANCE RlfE CLARSON ANI, ASSOCIATES, INC. CENTRAL ANGLE MAP. COMMUNITY PANEL NO 120075 Quo/ D_ DATED 4.lR 81 1647 NALDO AVE JACKSONVILLE FIA 37107 R RADIUS A ARC DISTANCE CH CHORD DISTANCE POINR 1 Of CURVATUE SURVEYED �iQ Y 12 19 _95 P T POINT OF TANGENCY p //F G Z�• - 1, HL(—_i.:u.l P C POINT Of REVERSE CURVE s SCALE: �p,E L P C VOINT OF COMPOUND CURVE FIELD BOOK 5570 PG. 4, 4$ FORM 600A 97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Suarez Builder. Sc(-%r%onr 0,ant vcvAA- Address: 1323 1j,,l< L 0r. Permitting Office: A+(cxvvvcc, City,State: P;*to". QQad, , I=1a. Permit Number. Owner. Launa Suarez Jurisdiction Number Climate Zone: North 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - L Central Unit Cap:30.0 kBaA r _ 3. Number of units,if multi-family 1 _ SEER:10.00 _ 4. Number of Bedrooms 3 _ b. N/A 5. Is this a worst case? No _ 6. Conditioned floor area(ft2) 1868 ft2 c. N/A _ 7. Glass area&type _ a. Clear-single pane 0.0 ft2 - 13. Heating systems b. Clear-double pare 103.0 ft2 - a. Electric Heat Pump Cap:28.5 kBtuAr c. Turt/other SC/SHGC-single pane 0.0 ft2 _ HSPF:7.20 _ d. Tint/other SC/SHGC-double pane 322.0 ft2 b. N/A _ 8. Floor types L Slab-On-Grade Edge Insulation R=0.0,188.0(p)ft _ c. NIA _ b. N/A c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:40.0 gallons _ a Concrete,Let Lmsul,Exterior R=11.0,950.0 ft2 _ EF:0.88 _ b. Frame,Steel,Exterior R=11.0,82.0 ft2 _ b. N/A _ c. Frame,Wood,Adjacent R=11.0,212.0 ft2 d N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DBP-Dedicated heat pump) L Under Attic R=30.0,1620.0 ft2 - 15. HVAC credits PT-C,CF, PT-H _ b. Single Aaea»bly R=14.0,332.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts - PT-Programmable Themmostat, L Sup:Unc. Ret:Unc. AH:Gauge Sup.R=4.2,62,0 ft _ RB-Attic radiant barrier,- b. arrier;b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.23 Total as-built points: 23419.00 PASS Total base points: 23580.00 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 �de�� A& Energy Code. calculation indicates compliance y ` t PREPARED BY: with the Florida Energy Code. z Before construction is completed i DATE: a (S q 9 this building will be inspected for x I hereby certify that this building, as designed, is in compliance with Section 553.908 compliance with the Florida Energy Code. Florida Statutes. OWNERIAGENT: L C'.P 1, BUILDING OFFICIAL: `---- DATE: DATE: EnergyGaugeO(Version: FLRCNA-200) FORM 600A-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 1868.0 33.05 11114.3 Double,Clear S 8.0 10.0 26.0 34.50 0.55 498.2 Double,Clear S 1.0 6.0 20.0 34.50 0.94 651.4 Double,Clear W 1.0 8.0 15.0 36.99 0.97 538.3 Double,Clear W 1.0 4.0 12.0 38.99 0.91 405.4 Double,Clear W 1.0 6.0 15.0 36.99 0.97 538.3 Double,Clear N 1.0 8.0 15.0 19.22 0.99 285.7 Double,Tint W 2.0 9.0 66.4 30.99 0.93 1921.4 Double,Tint N 2.0 9.0 166.1 15.78 0.95 2493.4 Double,Tint E 2.0 9.0 66.4 33.76 0.93 2092.0 Double,Tint E 2.0 9.0 23.0 33.78 0.93 724.2 As-Bul t Total: 425.0 10146.3 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adejeent 212.0 0.7 148.4 Concrete,Int Insul, Exterior 11.0 950.0 0.40 380.0 Exterior 1032.0 1.70 1754.4 Frame,Steel, Exterior 11.0 82.0 2.70 221.4 Frame,Wood,Adjacent 11.0 212.0 0.70 148.4 Base Total: 1244.0 1902.8 As$UBt Total: 1244.0 749.8 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 20.3 2.40 48.6 Exterior Wood 6.8 BAD 41.2 Exterior 13.5 8.,10 82.3 Exterior Insulated 8.8 4.10 27.7 Adjacent Wood 20.3 2.40 48.6 Base Total: 33.8 131.0 As-Bulk Total: 33.8 117.4 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1888.0 0.60 1120.8 Under Attic 30.0 1620.0 0.60 972.0 Single Assenft 14.0 332.0 2.30 763.8 Base Total: 1888.0 1120.8 As-Built Total: 1952.0 1735.6 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 188.0(p) -37.0 -6956.0 Slab-On-Grade Edge Insulation. 0.0 188.0(p) -41.20 -7745.6 Raised 0.0 0.00 0.0 Base Total: -6956.0 As-Bunt Total: -7745.6 INFILTRATION Area X BSPM = Points Area X SPM = Points 1868.0 10.21 19072.3 1868.0 10.21 19072.3 .. �.'.• enn� ns 1:ne"nd+avatrWFlaRES'97 FL,RCNA-200 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS. , , , PERMIT#: BASE AS-BUILT Summer Base Points: 26385.1 Summer As-Built Points: 24075.8 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 24075.8 1.000 1.064 0.341 0.902 7890.5 26385.1 0.3573 9427.4 24075.8 1.00 1.064 0.341 0.902 7890.5 EnerovGaugeTM DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 ORM 60OA-97 f WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , . , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .18 18118.0 9.76 3283.3 Double,Clear S 8.0 10.0 28.0 4.03 2.38 249.4 Double,Clear S 1.0 6.0 20.0 4.03 1.02 82.5 Double,Clear W 1.0 6.0 15.0 10.77 1.01 162.8 Double,Clear W 1.0 4.0 12.0 10.77 1.02 132.2 Double,Clear W 1.0 6.0 15.0 10.77 1.01 162.8 Double,Clear N 1.0 8.0 15.0 14.30 1.00 214.5 Double,Tint W 2.0 9.0 88.4 11.87 1.02 803.0 Double,Tint N 2.0 9.0 188.1 14.91 1.00 2481.2 Double,Tint E 2.0 9.0 66.4 10.43 1.03 712.6 Double,'Tint E 2.0 9.0 23.0 10.43 1.03 248.7 As-Built Total: 425.0 5247.5 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 212.0 3.6 763.2 Concrete, Int Insul, Exterior 11.0 950.0 3.00 2850.0 Exterior 1032.0 3.70 3818.4 Frame,Steel, Exterior 11.0 82.0 5.70 467.4 Frame,Wood,Adjacent 11.0 212.0 3.60 763.2 Base Total: 1244.0 4581.6 As-Built Total: 1244.0 •4080.6 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 20.3 11.50 232.9 Exterior Wood 6.8 12.30 83.0 Exterior 13.5 12.30 166.1 Exterior Insulated 6.8 8.40 58.7 Adjacent Wood 20.3 11.50 232.9 Base Total: 33.8 398.9 As-BuNt Total: 39.E 372.6 CEILING TYPESArea X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1868.0 1.20 2241.6 Under Attic 30.0 1620.0 1.20 1944.0 Single Assembly 14.0 332.0 2.50 830.0 Base Total: 18118.0 2241.6 As-Bunk Total: 1952.0 2774.0 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 188.0(p) 8.9 1673.2 Slab-On-Grade Edge Insulation 0.0 188.0(p) 18.80 3534.4 Raised 0.0 0.00 0.0 Base Total: 1673.2 As-Bunk Total: 3534.4 INFILTRATION Area X BWPM = Points Area X WPM = Points 1868.0 -0.59 -1102.1 1868.0 -0.59 -1102.1 FnfrmFC,'mjnPib nCA Form ROOA-97 EnercvGauoeVneRES'97 FLRCNA-200 FORM 600A 97 I WINTER CALCULATIONS ✓ Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT M BASE AS-BUILT Winter Base Points: 11076.5 Winter As-Built Points: 14907.0 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 14907.0 1.000 1.087 0.474 0.950 7290.6 11076.5 0.6340 5914.9 14907.0 1.00 1.087 0.474 0.950 7290.6 EnergyGaugeTM DCA Form 600/-97 EnesgyGaugeVIFIAEM FLRCW4.200 1*0RM 60OA-97 ' WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS. , , , PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 40.0 0.88 3 1.00 2746.00 1.00 8238.0 As.built Total: 8238.0 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 9427.4 5914.9 8238.0 23580.3 7890.5 7290.6 8238.0 23419.2 PASS -THE S i w caD WIL EnergyGaugeTM DCA Form 60OA-97 EnergyGauge®1FlaRES'97 FLRCNA-200 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , . , PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfmis .ft.window area .5 cfm/s .ft.door area. Exterior&Adjacent Walls 606.1.ABCA.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wan; foundation&wan sole or sin plate;Joints between exterior wad panels at corners;utility penetrations;between wan panels&top/bottom plates;between walls and floor. EXCEPTION: Frame walls where a continuous Infiltration barrier Is Installed that extends from and is sealed to,the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8'sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier Is Installed that is sealed to the 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. _ _Multimstory Houses 806.1.ABC.1.2.5 Air barrier on perimeter of floor cavitv between floors. Additional Infiltration regts 606.1.ABC.1.3 Exhaust fans vended to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements In Table 6-12.Switch or clearly marked circuit breaker(electric)or cutoff(gas)must be provided.External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 oallons per minute at 80 PSIG. Air Distribution Systems 610.1 A I ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed In accordance with the criteria of Section M. Ducts In unconditioned attics:R-6 min.Insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min. R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. c........,n..,....7w nrA rnr annA_07 FnPrn%tn2o1nPfflVF1aRFS'Q7 FI RCNA-200 02!25/1999 10:04 2621436 SCHNORR HOME IMP PAGE 02 e SECTION 3 SCREEN, VINYL $ GLASS ROOMS Table 3.2.2: Allowable Upright Heights Screen,Vinyl and Glass Roams Aluminum Alloy 6063 T-6 2"x 2"x 0.055"Hollow Extrusion Wind Zone Load102 M.P.H. 110 M P.H. H, 125 M.P.H. 140 M.P.H. Width Applied Load 19#/Sq.FL_ 23#1S .R. 26#/Sq.Ft. 29#/Sq.Ft. 36#/Sq.R. 36" 12'-3" 11' 1" 10'_5' 9'-11" 42" 11'-4" 10'-3" 9'8" W-2'' 48" 10,_7 9'7" 9'-1 v 8-7" 7'-8" 54" -1.. Tom" 661. g•�.. 6'-2" T-9" T-4" 6'-7" 72" 8'-8" 7'-10" 7'-5" 6'-11" 78" 8'4" 7'-7" 7'-1 6'-9" 6'-0" 84" 7'•11" 7'-3" 6'-10" 6-6" 80' T,9" 7.0" 6,"7.. 6--y 5. 2"x 3"x 0.050"Hollow extrusion Wind Zone Load 102 M.P.H. 110 M.P.H. 120 M.P.H. 125 M.P.H. 140 M.P.N. Width A ied Load 19#t3 .R. 23#tS .R. 26#/S .Pt. 29#tS .Ft. 36#1S .R. 36" 16'-10" 15'-3" 14'-4" 13'-7" 12'-3" 42" 15'-7" 14'-2" 13'-4" 12'-7" 11._4.. 48" 14'-7" 13'-3" 12'-S" 11,9' 10'-T, 54" 13'-9" 12._6 11_9 11_1 9' 11" 60" 13'-0•' 111-10" 11'-2" t0'-8" 9'-B" 66" 12'-5" 11'-3" 10'-7„ 10'-1" 9'-0" 72" 11'-11" 10'-10" 10`-2" 9'-7" 8'-8" 78" 11'-5" 10'-5" 9'-9" 9'3' 8'-4" 90" 0-8" 9 1" 8'-7" 7'-9 2"x 4"x 0.050"Hollow Extrusio e Load 02 M.P.H. 110 M.P.H. 1120 M.P.H. 11x5 M.P.H. 140 M.P.H. Width Appiiqd Load 19#/S .R. 230I3 .R. 16#/S .R. 29#/S .R. 36#tS .R. 36" 20'-9" 181-11" 17'-9" 16'-10" 151-1" 42" i9'-3" 17'-6" 16'-6" 15'-7" 13'-11" 48" 17'-11" 16'-4" 15'-5" 14'-7" 13'-1" 54" 16'11" 15'-5" 14'-6" 13'-9" 12'-4- 60" 16'-1" 14'-8" 13'-9" 13'-0" 11'-8" 13._1.. 12._5., 11'-2'• 72" 14'-8" 13'-4.. 12•_7•• 11•-11" 101_81• 114'-1" . 0" 12'-1" 11'-5" 10'4" 84" 13'-7- 12'-4" 11_8 11'-0" 9'-11" 90" 13_2" 11'_x 1" 11 3 10'-8" 9',7" Notes: Glass Rooms: The addition of aluminum frame windows with glass panes that are designed to 110 M.P.H.wind load requirements to the above uprightsizes increases the strength so that additional framing is not required. Using screen panel width'VY'(See typical glass room drawing.).select upright required from the maxmum height allowed for each extrusion. Screen Splines on 3"side extrusion turned with 3"side parallel to sole plate. Lawrence E. Bennett, P.E. cavi_MOMM4- 06MOINMEWT CONVA.TAW P.O.BOX 4x06,MUM DAYTONA,9-32121 1619'HOW 0)0.1)7e7-4774 FAX (904) 787-8359 4F,AL PAGE O © COPYFUGftT 1669 80 040T TO HE stlOeot M IN VftW OR IN PART WITHOUT 7W WMMN P80AS oN OF LAWRBJCE E 8&#Et-r,PF- R 1 9161 611" rAl�l��4N��CY Cat=ATLANTIC3kC:H P I T 1-bexTION I Ni*OAHAT ff ON, Permit Number: 109+69 Addr�s�� : 132 - L�N�CI�IIDE. Permit Tyne: WELL �TS��N ' t" SLAC-i p nbik1tA 32231 C1cif + rk: ADDITION . ..P. ...._, P. I. AIS zSCRIP'Y'ro --------- -w Constr. Typet. WOOD FRAME` Lot,, S1166k: Sectic►n: Proposed Use: SINGLE FAMILY RNO 4 Dwellings; 1 Cade: Ck SELVA"i'LINKSIDE Estimated Val ue: $0 ,00 Improv, Cost : $0 .00 Total Fees : SI{9P60 Amount aid,. A /31/ ! I-W10-FT T? SLI# P'C� R ICxATIC N t RP59119. ,UKv Addy' A 1 SV WATER 19PACT� FEE 0 .00 Ack.. I?'LOR ISA 2 2 3 Std III XP C� '. FEE 00.00 Ph c� y XP. . r .. 1 VOMMA -�- I O GAS' Name P & C'.APITAL 1'4PROVE, la4 P } Ad€ re >C). Sl EA- TAP $A P 00 ' Li cont e Type;: Z77 ; II;C IAIPAO't'; Sfl P CfEl NOTES: NOTICE-ALL CONCRETE ROAMS AND,FO011NC$`MUST ESS�I�C"C�1�Bl�l`IrtRE POURINCii PERMIT V011 SIX MONTHS AFTER DATE'©F ISSUE BUILDING MATERIAL,RUBBISH AND©ESRIS FROM THIS WORK MUST,NOT BE,P 1N PUBLIC SPACE,ANO MUST BE C,LEAA UP AND HAULER AWAY BY EITHER CONTRACTOR OR OWNER EN Y PROPERTY OW �1�`INGTWICE' ORTHE IN' 'I l R ' t T "'; f rR+ ISSUED ACCORDING TO APPR©VEQ PLANS WHICH ARE PART OF THIS PERMIT AND SU0JECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF f;AW. fkTL N:' Bt H AILD, Q MEIVT 0010000Ml000 r �: $10.00 —--- APPLICATION FOR VEIL PER UT CITY OF ATLANTIC BEACIi PROPERTY ORVER Name. ---- av � Day Phone� Address c Z,-? 2� �3 zl`d lf- a Zipj2 APPLICANT, IF OMER TNAN OWNER Nam: = // ��z� Day Phorie if Address., U: /3 P x 7 __ d�/Z' 2` c Zip �- JOB Address or Location: Legal Description: Is well to be used for drir:king purposes? &24 Any person, individual, corporation or other entity receiving a permit as provided in Section 22-44 of the Atlantic Beach Code, and who plans to use water from the permitted well for dris:k1% purposes, must first obtain a bacteriological test report from.the State of Florida Health Department. furnishing a certified copy thereof to the building department of the City of Atlantic Beach. A certificate of occupancy will not be issued until said report is on file with the building department. Department Notes: I agree to cawly with regulations stated herein: gnature Date //}} �� /CITY OF �Y&sa&' I3e - Office of Building Offi ial � REQUEST FOR INSPE ON Date _ Permit No. Time A Received /obAlms? atity Owner's �} Name tractor ILC5ING CONCRE E PLUMBING MECHANICAL Footing _ Rough Wiring El Rough ❑ Air Cond.& 03 Re Roofing E, Slab E Temp Pole Q Top Out C Heating Insulation Lintel Ci Final ❑ Sewer Fire Place E Pre Fab READY FOR INSPECTION QM Mon. Tues. Weed. Thurs. Friday Inspection Made f '_ f_ ^..^. Inspector _ ._ Final ins section , Certificate of cupancy C Date CITY -._... 4&i %c Be 44-" ------- Office of Building ffic' REQUEST FOR IN P CTIO//N,, c Permit NN..� i _ Time A. Received .lob dress ocality Owner's Name -—— r - ILDING CONC ELECTRICAL PLUMBING MECHANICAL Framing Footing Rough Wiring Rough 7 Air Cond.& Re Roofing I I Slab Temp Pole t. Top Out Heating Insulation >= Lintel " Final Sewer = Fire Place CC Pre Fab READY FOR INSPECTIO A.M. Mon. Tues. 'Ned. Thur,. Friday ( A.M. Inspection Mad _' PM Inspector_._— - ------ Final Inspection n Certificate of Occupancy CI Date CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233-Tel: 247-5826-Fax: 247-5877 ELECTRICAL PERMIT PR 2MIT;II ORIIi� T1011i LOCATOWINFOR:MATIOIt� Permit Number: 18151 Address: 1323 LINKSIDE DRIVE Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: ADDITION Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: SELVA LINKSIDE Est. Value: Parcel Number: Improv. Cost: OWN[ R]NFORMATION Date Issued: 4/28/1999 Name: SUAREZ, LANA Total Fees: 25.00 Address: 1323 LINKSIDE DRIVE Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 4/28/1999 Phone: _(000)000-0000 Work Desc: WIRE FOR ENCLOSURE CONTt3ACT�3f S it1RPL ON FEES ADVANCED ELECTRICAL CONTRACTOR PERMIT 25.00 ROUGH ELECTRIC FINAL ELECTRIC NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ,0 —- ( NTIC BXt6 �(JH BUILDING DEPT. CITY OF ATLANTIC BEACH, FLORIDA Approv.dby APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:�r _ LLL_--_19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES.f-M —fw)l j 6ki�- xae,�044 ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE JOURNEYMAN a e f'� NAME_ ,E1(4_.- vaYe,�. ADDRESS:' l3Gam/ �� h,52 e - NFD BOX BLDG.SIZE BETWEEN: RES. ( I APT.( ) comm.( ) PUBLIC ( ) INDUS. ( ) NEW ( ) OLD W` REW. ( ) ADDITION (vr TRAILER ( I TEMP. ( ) SIGNS ( ) SQ. FT. SERVICE: NEW( 1 INCREASE ( 1 REPAIR ( ) FEE CONDUCTOR SIZE AMPS COPPER ) ALUM. SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE <�U AMPS PH 3 WOLT RACEWAY FEEDERS NO. SIZE IND. SIZE I NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.90 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT _ FLUORESCENT&M.V. FIXED 1 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT O-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. I KVA I.I I NO. lKVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED $ TOTAL FEES CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 18003 Address: 1323 LINKSIDE DRIVE Permit Type: SCREEN ENCLOSURE ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: SELVA LINKSIDE Est. Value: Parcel Number: Improv. Cost: 15,017.00 OWNER INFORMATION Date Issued: 3/31/1999 Name: SUAREZ, LANA Total Fees: 123.22 Address: 1323 LINKSIDE DRIVE Amount Paid: 123.22 ATLANTIC BEACH, FL 32233 Date Paid: 3/31/1999 Phone: (000)000-0000 Work Desc: ALUMINUM SCREEN ENCLOSURE WITH GLASS WINDOWS CONTRACTO S APPLICATION FEES SCHNORR HOME IMPROVEMENTS PERMIT 120.00 RADON GAS-H.R.S. 1.53 RADON CAB 5% 0.08 CONST.SURCHARGE 1.45 SCHARGE/ATL.BCH. 0.16 I i Zits ctlol�s R aired FOOTING FINAL BUILDING FRAMING COVER UP NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" iSSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF T HHS PERMIT AND SUBjEC:f -10 REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. - Operator: CH£RYLE Gam--- - Date: 4/15/99 01 Receipt: 8849x' Total Payment ;1^ ATLANTIC BEAC BUILDING-DEPT. 04/16/1999 10:53 2621436 SCHNORR HOME IMP PAGE 02 Notice of Commencement i State of Florida County of The undersigned hereby informs all concerned that improvements will be made to certain real property,and in accordance with Section 713-13 of BQQk 9197 pg $06 the Florida Statutes (Revised 10-1-96), the following information is provided: Legal Description of Property; 9297 Genera!Description of Improvements; lG'�'M+�1 �rtt°.✓ />L�S✓j�' Doc# 99033679 Filed 8r Recorded w-A i(AB 0,'o►&+ 16 02/10/99 P.M. M. HENCLERK CIRCUIW. T Owner's s game: COURT r11�i DUVAL COUNTY, FL �+l< `/ REC. 3 6.00 address. /_ L, ! 2 City: -c�C Zipcode: Z 3 3 Owner's Interest in Property: ^�h� Fee Simple Title holder(if other than Owner): Name: _ Address: ZV Contractor: Schnorr Home Improvements, Inc. 6928 Philips Parkway Drive North Jacksonville,Florida 32256 Telephone: (904)262-1517 Fax:(904)262-1436 Surety: Not Azphcable Lender's Name and Address: Not,applicable Persons within the State of Florida designated by the Oumer upon whom notices or other documents may be served as provided by Section:713.13(1)(1)'1.,Florida Statutes: Name: 4Z/-Telephone-'( — ——Fax�---� - In addition to himself;owner designates the following person(s)to receive a copy of the Lienor',Notice as provided - - in Section 713,.13(1)(b);Florida Statutes: Name: Address: Telephone:(_) Fax( ) Unless otherwise noted in this paragraph the expiration date of this Notice of Commencement shall be one(1) calendar year from the date of recording: Owner's Name(Printed): - Z_ >. ,� R. - S.i$ttature: �2•� � ,�xr��r�_ SwV i to and subscribed before me this (,Y day of 199 Notary Public: 1 __ C • J This document prgmrod by:Schnorr Home Improvements.6928 Philips pirkway thrive NorN,heksonvilte,Florida 32256 FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Suarez Builder. Sc(-,r\orr Hont ro a- Address: 1323 ii,4wi-k Or. Permitting Office: { 1A�►t� a�, City, State: "*-)'Z &ash , 1-'fa, Permit Number. Owner. Launa Suarez Jurisdiction Number. Climate Zone: North 1. New construction or existing New - 12. Cooling systems 2. Single fanrily or multi-family Single family - r Central Unit Cap:30.0 kBbvl r _ 3. Number of units,if multi-family 1 - SEER:10.00 _ 4. Number of Bedroorns 3 _ b. N/A 5. Is this a worst case? No _ 6. Conditioned floor area(T) 1868 ft2 c. N/A _ 7. Glass area 8c type _ a. Clear-single pane 0.0 ft2 - 13. Heating system s b. Clear-double pane 103.0 ft2 - a. Electric Heat,Pum Cap:28.5 kBbvlr c. Turt/other SC/SHGC-single pane 0.0 ft2 _ HSPF:7.20 _ d T'mt/other SC/SHGC-double pane 322.0 ft2 b. N/A _ 8. Floor types _ a. Slab-On-Grade Edge Insulation R=0.0,188.0(p)ft _ c. N/A _ b. N/A _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:40.0 gallons _ a. Concrete,Int Insul,Exterior R=11.0,950.0 ft2 _ EF:0.88 _ b. Frame,Steel,Exterior R=11.0,82.0 ft2 _ b. N/A _ c. Frame,Wood,Adjacent R=11.0,212.0 ft2 d N/A _ c. Conservation credits _ e N/A (HR-Hest recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0,1620.0 ft2 - 15. HVAC credits PT-C,CF, PT-H _ b. Single Assembly R=14.0,332.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts - PT-Programmable Thermostat, a. Sup:Unc. Rat:Unc. AM Garage Sup.R=4.2,62.0 ft _ RB-Attic radiant barrier; b. N/A M&C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.23 Total as-built points: 23419.00 PASS Total base points: 23580.00 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 -0 4'T[ig S o Energy Code. calculation indicates compliance PREPARED BY: with the Florida Energy Code. Before construction is completed DATE: a (s(I Q this building will be inspected for F I hereby certify that this building, as designed, is in compliance with Section 553.908 compliance with the Florida Energy Code. Florida Statutes. cera Ws'sav OWNERIAGENT: -?L' BUILDING OFFICIAL: DATE: DATE: 2 EnergyGauge®(Version: FLRCNA-200) �," ORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , . , PERMfT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points .18 1868.0 93.05 11114.9 Double,Clear S 8.0 10.0 26.0 34.50 0.55 498.2 Double,Clear S 1.0 6.0 20.0 34.50 0.94 651.4 Double,Clear W 1.0 6.0 15.0 36.99 0.97 536.3 Double,Clear W 1.0 4.0 12.0 36.99 0.91 405.4 Double,Clear W 1.0 8.0 15.0 36.99 0.97 538.3 Double,Clear N 1.0 8.0 15.0 19.22 0.99 285.7 Double,Tint W 2.0 9.0 88.4 30.99 0.93 1921.4 Double,Tint N 2.0 9.0 188.1 15.78 0.95 2493.4 Double,Th E 2.0 9.0 88.4 33.76 0.93 2092.0 Double,Tint E 2.0 9.0 23.0 33.76 0.93 724.2 As-Built Total: 425.0 10146.3 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 212.0 0.7 148.4 Concrete,Int Insul,Exterior 11.0 950.0 0.40 380.0 Exterior 1032.0 1.70 1754.4 Frame,Steel,Exterior 11.0 82.0 2.70 221.4 Frame,Wood,Adjacent 11.0 212.0 0.70 148.4 Base Total: 1244.0 1902.8 As-Bultt Total: 1244.0 749.8 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 20.3 2.40 48.6 Exterior Wood 8.8 8.10 41.2 Exterior 13.5 8.10 82.3 Exterior Insulated 8.8 4.10 27.7 Adjacent Wood 20.3 2.40 48.6 Base Total• 83.8 131.0 As43ulk Total: 33.8 117.4 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points, Under Attic 1868.0 0.60 1120.8 Under Attic 30.0 1620.0 0.60 972.0 Shoe Aseem* 14.0 332.0 2.30 763.8 Base Total: 1888.0 1120.8 As-Built Total: 1952.0 1735.6 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 188.0(p) -37.0 -6956.0 Slab-On-Grade Edge Insulation, 0.0 188.0(p) -41.20 -7745.6 Raised 0.0 0.00 0.0 Base Total: -6956.0 As-Bul t Total: -7745.6 INFILTRATION Area X BSPM = Points Area X SPM = Points 1868.0 10.21 19072.3 1868.0 10.21 19072.3 ;:n-r4'aiMwRMaRFS'97 FLRCNA-200 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , . PERMIT#: BASE AS-BUILT Summer Base Points: 26385.1 Summer As-Built Points: 24075.8 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 24075.8 1.000 1.084 0.341 0.902 7890.5 26385.1 0.3573 9427.4 24075.8 1.00 1.064 0.341 0.902 7890.5 EneravGauaeTM DCA Form 800A-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: . . , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .18 1888.0 9.78 3283.3 Double,Clear S 8.0 10.0 26.0 4.03 2.38 249.4 Double,Clear S 1.0 6.0 20.0 4.03 1.02 82.5 Double,Clear W 1.0 6.0 15.0 10.77 1.01 162.8 Double,Clear W 1.0 4.0 12.0 10.77 1.02 132.2 Double,Clear W 1.0 6.0 15.0 10.77 1.01 162.8 Double,Clear N 1.0 8.0 15.0 14.30 1.00 214.5 Double,Tint W 2.0 9.0 66.4 11.87 1.02 803.0 Double,Tint N 2.0 9.0 166.1 14.91 1.00 2481.2 Double,Tint E 2.0 9.0 86.4 10.43 1.03 712.6 Double,Tint E 2.0 9.0 23.0 10.43 1.03 246.7 As-Built Total: 425.0 5247.5 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adelcent 212.0 3.6 763.2 Concrete, Int Insul, Exterior 11.0 950.0 3.00 2850.0 Exterior 1032.0 3.70 3818.4 Frame,Steel,Exterior 11.0 82.0 5.70 467.4 Frame,Wood,Adjacent 11.0 212.0 3.60 763.2 Base Total: 1244.0 4581.6 As-Bulli Total: 1244.0 •4080.6 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 20.3 11.50 232.9 Exterior Wood 6.8 12.30 83.0 Exterior 13.5 12.30 MA Exterior Insulated 6.8 8.40 56.7 Adjacent Wood 20.3 11.50 232.9 Base Total: 33.8 398.9 As$uNt Total: 33.8 372.0 CEILING TYPESArea X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1868.0 1.20 2241.6 Under Attic 30.0 1620.0 1.20 1944.0 Single Assembly 14.0 332.0 2.50 830.0 Base Total: 1868.0 2241.8 As-Bunk Total: 1952.0 2774.0 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 188.0(p) 8.9 1673.2 Slab-On-Grade Edge Instillation 0.0 188.0(p) 18.80 3534.4 Raised 0.0 0.00 0.0 Base Total: 1573.2 A"ulk Total: 3534.4 INFILTRATION Area X BWPM = Points Area X WPM = Points 1868.0 -0.59 -1102.1 1868.0 -0.59 AMA FnornvrlasonoM n(A Form OOOA-97 EneravGauaeVFIaRES'97 FLRCNA-200 ,40RM 60OA-97 fr, WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS. , , , PERMIT#.- BASE :BASE AS-BUILT Winter Base Points: 11076.5 Winter As-Built Points: 14907.0 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 14907.0 1.000 1.087 0.474 0.950 7290.6 11076.5 0.5340 5914.9 14907.0 1.00 1.087 0.474 0.950 7290.6 EnergyGaugeTM DCA Form 60OA-97 EnergyGauge&FWREM FLRCNA-200 d' i, "'/FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: . , , PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2748.00 8238.0 40.0 0.88 3 1.00 2748.00 1.00 8238.0 As-Built Total: 8238.0 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 9427.4 5914.9 8238.0 23580.3 7890.5 7290.6 8238.0 23419.2 PASS .T S s °ao� EnergyGaugeTM' DCA Form 800A-97 EnergyGaugeWlaRES197 FLRCNA-200 FORM 6MA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADbRESS: , , , PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfrNs .ft.window area* .5 cfm/s .ft.door area. Exterior&Adjacent Wags 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wap; foundation&wag sole or sig plate;joints between exterior wag panels at corners;utglty penetrations;between wag panels&top/bottom plates;between wags and floor. EXCEPTION: Frame wags where a continuous infiltration barrier Is Installed that extends from and Is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8'sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous Infiltration barrier is installed that Is sealed to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between wags&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 Derimeter.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. _Mufti-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements In Table 8-12. Switch or clearly marked circuit breaker(electric)or cutoff(gas)must be provided.External or bulk-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 00 PSIG. Air Distribution Systems 610.1 AN ducts,fittings,mechanical equipment and plenum chambers shag be mechanically attached,sealed,insulated,and Installed in accordance with the criteria of Section 810. Ducts in unconditioned attics:R-6 rein.Insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min. R-19.Common wags-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. r...., n�....TM ncA r„r AnnA_07 FnPrnv(Uton«1tNFIaRFS'A7 FI RCNA-200 MAP SHOWING BOUNDARY SURVEY OF LOT 7.3 J BLOCK - _- _ AS SHOWN ON MAP OF S,,FL VW L//V/IS/,DE UN_/T / _ AS RECORDED IN PLAT BOOK ._'�4 -- PAGES242 A OF THE CURRENT PUBLIC RECORDS OF DUVAL CO FLA FOR: CE.VTEX /MMES CGYPPORAT/O/�/ NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT NO7E ECEIrA710AIS APE SNOgIM ;rp4/5: (1,.5 2) 4/✓0 (2 n,4 rian/4t o '5 z RECEIVE '�---- -`- c"ASEMEN 7 "Ing D�PAi,v NG c, i--- - - U7'1-11r1,67,,5A.vD -5,-jtl les ra✓CRcrE FFB 1999 City of Atlantic Beach WOOD BETA Bulldl� '€inti Zoning O V J N .8 /¢ 2 .a Po r,v 'p PAR ANnF Ac�,'s - W 03 01 Qj O DWELL/NGO v � � /2" EA!/ES of o n � Q �✓ F//✓ASN '-Oab'P 52) 7 9 0 1�. N 7) ��•'ro $ %C a, -30, 'k . Q: io /Q } 4, F/NAL sz/,q /EY 9./3. 95 orE sr'; k n ;"vole. HEREBY CERTIFY THAT THIS SURVEY PERFORMED UNDER My HF`;HI,N'ilHl i fi!RF; ,1�N MFI r� '•�t. MINI uIM LEGEND TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WIII+ •;TiAP1F P ,:I, 11, A (PURSUANT TO SECTION 472.027,FLORIDA STATUTESI.AND FUHTHER CEWIFY THAT THE HI AHF N'. nSILI( t I NCH(IA„Ia • CONCRETE MONUMENT MENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN ON THIS SUH'VFv • 2 VouNG1RON O 117SET IRON-L S. 1704 FLOOD CERTIFICATE: THE LOT SHOWN HEREON IS IN FLU,)(: 9 R L SUILDING RESTRICTION l ZONE +X, AS SHOWN ON THE FLOOD INSURANCE RAT! CLARSON aw, ASSOCIATES, INC. CENTRAL ANGLE MAP. COMMUNITY PANEL NO 120015 000/ 0_ DATED 4 l7.D9 1643 HALDO AVE JACKSONVILLE FIA 77207 N RADIUS A ARC DISTANCE CH CNORD DISTANCE - -•�, / / PC POIN7 OF CURVATURE SURVEYED �A�JY �2 i 9 9$ _ _ /_�"/ P T POINT OF TANGENCY PRC POINT Of REVERSE CURVE SCALE: P C C POINT Of COMPO VMD CURVE FIELD BOOK 5$p FIG 4) 45 $\\ � \\2 �? \OD ,5 ® 3.ƒ k »CD � ! i ggG % \ 0 7 ® %kai ƒ » ON ƒ < % 3f \ D k °/\ k \ » � r \os \ \ qgg <=3 ® DCD «© % . a §\° • « � - a f . 93 .. . .. .... . SECTION 3 SCREEN, VINYL & GLASS ROOMS Table 3.2.2: Allowable Upright Heights Screen,Vinyl and Glass Rooms Aluminum Alloy 6063 T-6 2"x 2"x 0.055"Hollow Extrusion Wind Zone Load 102 M.P.H. 110 M.P.H. 120 M.P.H. 125 M.P.H. 140 M.P.H. Width Applied Load 19#/Sq.R 23#iS .R. 26#/Sq.R. -ii!/S .R. 36#/Sq.R. 36" 12'-3" 11' 1' 10'_5' 42" 11.11` 10._3.• 9'-8" 9'-2" 48" 10'-7" 9'-7" 9'-1' 8.-7" 7'-8- 54" 9'-11" 9'-1" 81-6" B'-1" 7'-3" 60.1 91-6" 8'-7" 8' 1" 71-8 d'-11" 86" 9'-0" 8'-2" 7'-9" 7'-4" 6'-7" 72" 81-8" 7'-10" 7'-5" 6-11" 6'-3" 78" 8..4., 7.7.. 7--1.. 6'-9., 6'-0- 84" 7'.11" 7'-3" 6'-10" 6'-6" 5'-10" 90" T.9•' 7'-0" 6'-7" 6'-3" 5' 7" � Y'x 3"x 0.050"Hollow Extrusion Wind Zone Load 102 M.P.H. 110 M.P.H. I 120 M.P.H. 125 M.P.M. ! 140 M.P.N. Width Applied Load 19#!S .R. 23#/S .R. 26#/Sq.Pt29#/Sq.R. 36#!S .R. 36" 16'-10" 15'-3" 14'-4" 13'-7" 12'-3" 42" 15._7.. 14._2.. 13.-4" 12'-7" 1 1'4•• 48" 14 7" 13'-3" 12'-5" 11'-9" 10' 7' 60" 13'-Q" 11'-10" 11.2" 101-6 66" 12'S" 11'_3 10'.7" 10' 72" 11'.11" 10'-10" 10'-2" 9'-7" 8'-8" 78" 11_5„ t 0'5" 9'-9" 9'3--::j8'-4" 2"X 4"X 0.050"Hollow Extrusio � e Load 02 M.P.H. 110 M.P.H. 120 M.P.H. 125 M.P.H. 140 M.P.M. Width Applied Load 19#!S .R. 23#IS .R. 26#/S .R. 1 29#!Sq.R. _ILILS !S .R. 36" 20'-9" 18'-11" 17'-9" 16'-10" 15' V 42" 19'-3" 17'-6" 16'-5" 15'-7" 13'.11" 48" 17'_11 16.4.. 15'-5" 14'-7" 13,_1,• 54" 16'-11" 15'-5" 14'-6" 13'4" 12'-4--- r 2'-4"6 1 - 13'_1 12--.5" 12'-7" 11'-11" 10'8" 14'-1" 0" 12'-1" 11'-5- 10--3- 941, 13'-7- 12'-4" 111-8- 11'-0" 90" 13•_2" 11'_11' 11'•3" 10'-8" 9'-7" Notes: Glass Rooms: The addition of aluminum frame windows with glass panes that are designed to 110 M.P.H.wind load requirements to the above upright sizes increases the strength so that additional framing is not required. Using screen panel width"W*(See typical glass room drawing.).Select upright required from the masamum height allowed for each extrusion. Screen Splines on 3"side extrusion turned with 3"side parallel to sole plate. Lawrence E. Bennett, P.E. xxtrL M"ER- aE'vsuaphaff corns LT"r PA.BOX 43M SOM OAYTONA,R-32171 19.00HO (804) 707-4774 FAX (004) 707-fiW6 3F-AL PAGE © CgPYFLGt•(T 1BA9 80 NOT TO BE 1OoouM N"OLE (A N PRAT WRMOUT THE WWrrFN PEFa.s3 OF LAWFENC£ E WNW", PE CD 3 ZO � m g w G m o ? o¢x 2 v o ° a D 6`y a co �, m o '�' . CD 00 m 3 O r o r 2 Q n � y N 'D 1� RECUEST IFOR INSPECTION Data Permit No. Time AM, f�',eceived PAI Job Address Locality Owner's Name contractor z 47 BUILDING CONCRETE ELECT MCAL LUMBINC 14ECHANICAL Framing Fooling Hough Winnic ncugr Air Cond.& Re, Roofing Slab Temp Pole Top Out Healing lnsuiat;nn Lintel Final Sewer == Fire Place Pre Fab READY FOR INSPECTION A.M. 77's Wed. Thurs. Friday---PM AM. lrlspe,ction Made P.Nt. Fina!Inspection Certificate of Occupancy Date 03/31/1999 16:27 2621436 SCHNORR HOME IMP PAGE 02 Notice of Commencement t � State of Florida County of " The undersigned hereby informs all concerned that improvements will be made to certain real property,and in accordance with Section 713•-13 of goa,k 9197 the Florida Statutes (Revised I0-1-96), the following information is Pg 506 provided: Legal Description of Property: �'*��#73 . .�,_AvA 4484 5�%he 0,1d -1 Bk... 91,97 A� _�, .�� Do ` 506 General Description of Improvcmenis: (,irs,.iv�n r?�.a/ r7G,�'Svrt' Doe# 99033679 f �, Filed $ Recorded v 4 6��5 .'y�'n�oc.s5 01110/99 P.M. N �� ( ENRY W. COOK Owner's Name: CJI$12er CLERK CIRCUIT COURT DUVRL COUNTY= FL Address: /� � .� /n// "�:5 '%� �' �i�2 REC. 6.00 City: Zip/code: 32Z 3 .3 Owner's Interest in Property: A-e ey Fce Simple Title holder(if other than Owner). Name: Address: Contractor: Schnorr Home Improvements, Inc. 6928 Philips Parkway Drive North Jacksonville, Florida 32256 Telephone: (904)262-1517 Fax:(904)262-1436 Surety: Not Applicable Lender's Name and ,address: Not Applicable Persons within the State of Florida designated by the Owner upon whom notices lDr other-documents may be served as provided by Section 713,13(1)(1)7., Florida Statutes: Nwne: ' - - -Telephone Fax C - - In addition to himsel�owner designates the following persons)to receive a copy of the Lienor's Notice as provided in Section 713_,I3(3)(b),11 rida Statutes' Name: Address: .71 Telephone:L_) 0 1 1 Fax(`J Unless otherwise noted in this paragraph the expiration date of this Notice of Commencement shall be one(1) calendar year from the date of recording: Owner's Name(Printed): ± Signature: ,---- Z A "" 'Stavty�n'to and subscribed before methis day of c*rr�taa.� , I993 Notary Public:_ ''� Ct'_ cl,, 'd— I]-'s document merAred by:Sehnon 1•10me Improvcmcnu.6926 Philips Parkway Drive Nort1lL Jaeksonvitte,Florida 32256 CITY. OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address IAJVf-D E 2- Heated Sauare Footage per S^ Garaae,/Shed per .=,a Carport/porch Inv T;e c FIV (a ne, Z 1 (I- ,al Valu tion 1st $ Remalnina Vaiue S, ner thousana or portion tnereot T TOTAL BUILDING FEE S + Filina Fee u Fireplaces @ $15 , 00 BUILDING PERMIT FEE S WATER IMPACT FEE $ SEWER IMPACT FEE S WATER METER/TAP CAPITAL IMPROVEMENT SEWER Ta-7 RADON ( HRS (-1C r0 �7, SECTION H PAVING C) SHARES, 3 CROSS CONNECTION Is SURCHARGE- Ift 1-7 1- E . 0,-1,5 's gr E R GRAND TOTAL DUE 3 -2 ADDITIONAL PERMITS OR FEES : Mechanical Pit Lurth in a Eiectric c/ /New Elecurlc/Temp_; SwImminaPoci -L Septc Tank Weil Sign_Finish Floor Elevation Survev Other CALCULATIONS and/or NOTES : RECEIVED CITY OF ATLANTIC BEACH FF tj 9 199 PERMIT APPLICATION REMODEL., ADDITIONS, OR A- `WNq Beach MOVING,DEMOLITIONS Building and Zoning Owner(s) ZMA ��re Address: IZ-3 Lig ' S"ale 17i?. Phone: �67Yj Lot # _ Block or Unit # Subdivision: (/pd- Contractor: -15V,?arr /` me l mesal L2el!-S 'l IL119• /P State License # le WN? WN? Address: �A, vAY� ,,,' Phone No: City }� Svnc,.�� State /�,- � Zip Code Describe work to be done: tf(L1M,n ,, Sc .. e nclor .i w G,fgrJ C')(nAC1191- Present use of building: p iu sq'(o Valuation of Proposed Construction: $- t f 01-7 Proposed use: (Aaha-d Is this an addition? If yes, what are the dimensions of the added space: f�{ - ft. X X23 ft. Will the added area be heated and coc'ed? Np New electrical (or increase) ? C/e� New plumbing fixtures?_A/#- New fireplaceZ/W New Heat/AC? /(-# SUM= 77= (COZ24MCIAL) TWO (RESSDENTI LL.) C j-fPLETE SETS OF PLANS, INCLUDING- SITE PLAN, SURVEY,_ ENERGY CODE FORMS, NOTICE OF -CaOE NC MENT, AND OWNEZZ/CONTRACTOR AF.P'IDAviT, IE' OWNER IS CONTRA=R. Signature OWNER: I - Date: Signature CONTRACTOR: Date: Sworn to and subscribed before me this (h day of 4ece# ,be - 1�- Y, NOTARY PUBLIC STATE OF FLORIDA AT LARGE PLAN REVIEW CHECKLIST PROPERTY DESCRIPTION: /3 a 3 L.i oto as , v,, T. ?Fz �s c AEl,AJ 460o�l� OWNER: E--7— Determine Determine Occupancy Classification of the structure. Select occupancy classification which most accurately fits the use of the Building. (Chapter 133) `S [A 2. Determine actual physical properties of building. [ a. Determine building area each floor. (Area definition Chapter 132) 3a 2— b. b. Determine grade elevation for building. (Grade definition Chapter 62) [ C. Determine building height in feet above grade. (Height definifion Chapter 62) [ d. Determine building height in stories. (Story definition Chapter 62) %'4- k IVI e. Determine separation distance from exterior walls to assumed and common property lines. (Property line definition Chapter 62) [�] f. Determine percent of exterior openings per floor. (, 7� [�] 3. Determine minimum Type of Construction necessary to accommodate proposed structure. 7 ��pt V (Chapter 66) s a. Determine maximum allowable heights and floor areas for Types of Construction and Occupancy classification. (Table 6500) [,✓j b. Check allowable height and area increases permitted. (Chapter 135) c< 4. Check detailed Occupancy requirements. (Chapter 64) [✓] 5. Check detailed Construction requirements [✓]� a. Fire Protection of Structural Members (Chapter B6 &Table 8600) p V\ [+✓f b. Fire Protection Requirements(Chapter B7 and Table B700) O LG [ ] C. Means of Egress Requirements (Chapter B10) [ d. Special restrictions if in Fire District. (Appendix BF The provisions of Appendix BF ` are applicable only where specifically adopted by Ordinance) [ 6. Review design as related to standards. (Chapters B16-B26) b �\ [A-r 7. Check other requirements as necessary. a. Construcfion projecting into public property(chapter B32) A)b -- [vJ' b. Elevators and conveying systems (Chapter B30) [ c. Sprinklers, standpipes and alarm systems (Chapter 139) [ d. Use of combustible materials on the interior(Chapter 138) �j e. Roofs and roof structures (Chapter B15) 6 v, [� f. Light,ventilation and sanitation (Chapter B12) [ ] g. Other 3 - 2 -7 9 CITY OF ATLANTIC BEACH BUILDING DEPARTMENT Date By: Don C. Ford, Building fficial don/sb.1 03/22/1999 10:41 2621436 SCHNORR HOME IMP PAGE 01 • as ITOT (9044 26-2=1.517 or 733-6133 «r at,a-h•136 -{o�c - Fax Cover Sheet TO- f (c�.N}t ��►�}---r�" Fax ATTENTION: DATE- FROM: ATE:FROM: FAX #: REGARDING• SOars 2 / 3 a ��t .r'- z �r n MESSAGE ma �ho+nl 4� chnv7-illla C•rxQ [� ogle C'O�+c�� THANKS:- - # OF PAGES INCLUDING COVER SHEET_� A •r a y� 02/25/1999 10:04 2621436 SCHNORR HOME IMP PAGE 01 S�' .. IIV ii7rA0•Fa"�►jos. ... _ 6 28 Ph 7r7 p .' rlct ay Drive North J'acUEsotiVU e, F1 32256' (904) 262-1517 or 733-6133 .r &Q-AM, Fax Cover Sheet TO- t i l cw,�tc Fax : ATTENTION: r V�� nD DATE: Alaj 4q9 FROM: FAX REGARDING: uare MESSAGE (�asQAglk s ts- a*f W. f(( a kvA3 �'�AyQ OrQ. CeStS'4a,t�t2, an �-�¢ a St t w."1 « b ~}-Cr eta r lav fef ne Law . - THANKS:- y # OF PAGES INCLUDING COVER SHEET AV h - 03/09/1999 12:08 2621436 SCHNORR HOME IMP PAGE 01 4w : _ 6928 EhiTls3ps;.F4L%%kv y Drive North 3a'ctca.oii9il e, F1 .32256 (904) 262-1517 or 733-6133 •{ abd`1�(34r '{Oy1 Fax Cover Sheet T0: Ld�l�c l�}2acr Fax ATTENTION: 1.J01", DATE- FROM: FAX #: REGARDING: 1393 d.+n(c.ffk r. MESSAGE S' r uj -CANO V 11- �. p C7r t F _ _ Fltat U,j6 /1,) div f- blare (�'�ej car ,sem �c�c c� ' 2.i °rte 1 e� l �f�t�ttiJ f � Qte r�o� nyuiw G1ln�owJ' dP C)rl 14 A a,w (�p OQ9, 'Ccj Wf)013 fg�e ab 'fe e d"er�or�e l � THANKS OF PAGES INCLUDING COVER SHEET spiv L- , �•r�F z'Ga• �h ti 03/09/1999 12:08 2621436 SCHNORR HOME IMP PAGE 06 r11/06/11y/ 1'1,'d2 2621436 SCHNOW HCME IMP PAGE 10 S. D. !. 12920 S,W. 122nd Avenue•Kami.FlorAt 33186•Td:(305)239-9069•Fax:(305)238.8012 Vinyl TechlProgressive Gtsus Technology ACCEPTANCE NO.: 95-1220.10 APPROVED: I3$ 201945 EX MES: OCT-301999 UQTICE OF ACICTANCE: SPECIFIC Ohi2IT10N5 2.4.5. Corner CMIruction: Buttjoints;top vent corners secured with two dg x V SMS. Bottom vent carnets secured with one#8 x l"SMS, 2-5 AU11121111112WA& O>rantity Dfarinflen LocaWg Single Pile with integral plastic fin Vent top and bottom rail exterior,fixed meeting rail Single Vinyl bulb 10 left frame jamb Single Vinyl bulb with flap Vent side rail 2.4 Vardtyare: Ouaaxity Dl;jU jj" Two Metallic cam lock One cam lock, 15 1/2"from each end of each vent meeting rail:each locking into a groove in the fixed meeting rail '0+1, Pour Metallic dual rollers in One at each vent bottom rail, 2"from each end Plastic housing Four Plastic guide One guide on interior of each vent top rail,2'7 from each end 2.7 WeeQholes- Ottani ry Descrinfign I&Catlan Three Weep slot 1"x 1/4"with One slot at exterior sill flange,2 1/2"ftom each end and one at midspan,each with closed cell foam pad 2.3 Muatim: None 2,9 Reiof— m mom" None 2.10 Sealants&Pxdlrt Frame comers and each fixed meeting rail were sealed with white colored sealant. 2.11 Addiil+ttnal Due tion: 2$116"high overall interior sill flange, One 3/4"x 1/2"x 1/16"x 3" long aluminum woe in tame sill near fixed meeting rail,anchoring sill adapter glaring leg to sill,Secured to ftame with one installation screw and one#B x 1/2"sheet metal screwy. Om 112- x 1/2"x 1/2"x 3 I/2"long aluminum channel in framc head at rnidspan ofvent,socured to frame with one 46 x 3/4"tek screw. 3. Lnff1' UQ2!S 3.1 This approval applies to single unit applications only,as shown in Section 10,TYPICAL ELEVATtON, 3A Units with dimensions equal or smaller than those shown in Section 10 shall qualify under this � apptevsl, j 3.3 For Design Pressure Rating,see Section 1,TESTS PERFO Farrokh Rnsekhi,P.E. Consulting Structural Engineer Structural Design, inc, ILfA >4 ur ti -3- Florida License No 38001 '� 03/09/1999 12:08 2621436 SCHNORR HOME IMP PAGE 05 ,vv,i.», LL:u[ 'bZ163b SCHNORR HOW IMP PLOE 013 9 Cie Se D. 1, 11920 S.W. 122nd Avenue•14wrd,Florida 33186 1 Tel-(305)238.9069•Fax-(305)138-8072 Vinyl Tech/Progressive Glass Technology ACCEPTANCE NO.: LUZ20.10 APPROVED: DEC 70 199,E EXPIRES: OCT 30 1999 Q NQTS;fA Q-FFArCEiPTANCE. SPIECIPIC CONDIT105 4. INSTALLAT70N n, 4.1 3crews_and N[althod Q( ttachin nt: 01012"FH'WS located at a meximum of 6"from corners and maximum 16 1/2"o.c. apart. Hem-91W"F WS located at a maximum of 6"from corners and mauimutn I6 U2"o.c. apart. 3amba= 4104"FHWS located at a maximum of 6"from corners and maximum 20"o.c. apart. Nott: Please see note#11,Page 9. 4.2 Attachment of sub-bucks shall be designed by the Architect or ftraer of Record,and must be in compliance with the South Florida Building Code. 4.3 Foir retrofit installations where the existing buck is less than the required 2"nominal;use concrete screws(maaom y anchors)instead of the fasteners above,the same amount and diameter and an appropriate length to go through the buck and penetrate at least 1 114"into the masonry structure. 4.4 Fasteners must have their own Notice of Acceptance and must be made of stainleas steel or have adequate protection against corrosion,per DIN 50018. Aluminum contacting metals not eonsidered coMpatible,shall ba properly protected. s. IREN3IF1CATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and following statement: "Broward County Product Control Approved" 6. 6.1 Application for building permit shell be accompanied by two copies of the following: 6.1.1 This Notice of Acceptante. 6.1.2 Completely dimensioned drawing showing site and location,including height above grade of opening to receive window, mean roorheight,length.and width of building. 6.1.3 Manufacturer's installation instructions. 6.2 A copy ofthis approval as well as the mdmulbcturar'8 installation instructions shell be provided to the petmit applicam by the manuflicturer or his distributors and 0a11 be available for iaapections at the job site at all times. 6.3 The Building Official shell ensure the adequacy of the window to meet the pressure requirement of the opening in which it is to be instsJled. 6.4 Note. Tht installation of this unit will require a hu caste p tactive s 1:arrokhRaaekhi,P-Ew Consulting Structural Engineer Structural Design,Inc. Florida License No. 38001 -4- n�inyijy5y 12:08 2621436 SCHNORR HOME IMP YJJIOU/lyy7 1.t:42 PAGE 04 G21 136 lG GJ`?p 10,:�4 SCkNORR NOME ID9P paw. GS 8 0�6 D. L 12920 S.W. 122nd Avenuc•Miami,Florida 33186-Tei:(305)238.9069•Fek-(305)238-8072 Vinyl Tech/Progressive Glass Technology ACCEPTANCE NO.: 2kU2 .id APPROVED. REC 20 192,5 E3CP1Q21✓S: OCT 301999 NdT7CE Qw�"Sr.�PT-.ANSr��D](TIONS 1 1.1 This approves an Aluminum Horizontal Sliding Window designed to comply with the South °D Florida Building Code, 1994 Edition felt froward County,fbr the locations where the pressure requirements,as determined by ASCE 7-88"Minimum Design Loads for Building and Other Stnictutes",do not exceed the Design Pressure Pw4 values in Section 7 and within the Limitations contained in Section 3. 3.2 Nedd eaitaatioe; Aluminum Horizontal Sliding Window 1,3 0vft&1LWae: 6'2"x 6'0" 1.4 Coatta� unison: Xo 1.5 No-&Size,of YWJs: I each,37"x 68" 7. MAI&NAIL,OAJAC2ERISTICS 2.1 Frameankh MIledislo Aluminum alloy 6063-T5 and 6063-T6. 2.2 waim 2.2.1. Glar n4 Materia,L 3116"Annealed Glass 2,2.2. ,itis,age Met nd: Exterior glazed with 1/2"glazing penetration usir)g a clear colored adhesive bedding compound and rolled slwninum glazing bead, 2.3.pnY►_iAt Onenin4: 33 9/16"x 67 5/16"at the right side. 2.3 Fame JC961tntctton: 2,3.1. 111AL-Extruded aluminum solid, 1.795 faca x 2"x.050 wall tWwess, .469 intermediate glazing,Range. 1.3.2 I&M14 Extruded aluminum solid, 1.542 face x 2-deep x.062 wall thickness, .469 intermediate glazing flange. 2.3.3. §A Extruded aluminum"V'-type solid,2.824 face x 2"deep x.062 wall thickness. SIR has Se slope outward with one screw spline. 2,3.4 C=er CastMI fin : Butt joints;fraena corners secured with two 108 x 1 1/4"SMS. 2.4 Sash(Ventl COA„v,. gh; 2,4.1 ft&Extruded"V'-type channel..969 face x.926 deep x.030 wail thickness with one.469 flange and one groove for weatherwipping. 2.4.2 Jgfti Extruded'U"-type channe), 1.722 faccx.926 deep x.062 wall thickness with one.469 flange with out screw apline and one groove for weatherstripping. 2.4.3. SL Extruded"U"-type chwel, .969 face x.926 deep x.050 wall thickness with one.469 Sange and one groove for weatherstripping. 2.4.4. Mei Extruded hollow, 1.489 face x 1.010 deep x.062 wall thickness witt 469 glazing flange 1"x.136 protrusion of aluminum,with two screw splines o �1 the fixed and on the operable_ Farrokh Rawk:hi,P.E. Consulting Structural Engineer Structural Design,Inc. .7. Florida License No 38001 >621a36 SCHNORR.. HOME IMP 03/09/1999 12:08 NUc t ez SCF+N[akR NOrnE IME 0�Z H1,JDB/199'7 11:a2 2621436 1G—LJ 70 lrJ'3G — „ [ 1070 TECHNOLOGY DRIVE POST OFFICE 90X 1529 �� NOKOMIS,FLORIDA 34274 941.493.4858 1.800.282-6019.1-800.237-6256 ALUMINUM TECHNOLOGY INDUSTRIES FAX-' 1-600-477-3655 COMPARATIV ANALYSIS FOR P.G.T.200 SERIFS HORIZONTAL ROLLER WINDOWS W[3'H 3`116"ANXR0 CmIASS r.Ci.T.limits the design pressure to 110 psf design negative for our Horizontal Rollrr%,indon's. 7-- Z046 size r5i >xst cod size size rSr toes,XO or OX XO or OX24"x24"' •105!-,105 5020 60"x24^ 1051x•105 503026"xQg" 1031*105 5040 60"X48" •89.'+84 241Ox54" 1051+IQs 5046 50"X54" �5;•71 2050 ZAIX601, 5050 60"x60" b5(r6Z 2050 24"x66" -105IT105 5056 60"x66" -581,34 2060 24"K72" -105J•005 5060 60"x72" -52, 49 3020 36"x24" -10s/ 105 56z0 66%0Z .105/•-1113 3030 36"x36" -1051*105 5630 66"06" -105!-•105 1040 36"x48" •1051+105 5.640 66"x48" -9SFF•S0 3046 36"x54" -1051+103 5646 66"x54° .711+67 300 36"x60" -961+91 5650 66"x60" .67+58 3056 36"x66" .861«81 5656 66"x66" -54.r+51 3060 36"02•• •7&43 5660 66"x72'• -49f-5 4020 48724" •I051+105 6020 72'x24" 1051.105 4039 48"06" •10311105 6030 72x36" In5!*105 4040 49"x4g- i02,1-�-96 6040 72"x4$•• -821*77 4046 46'x.W" -881*82 6046 72"04" -581+64 4050 48-x60" 471•-77 6050 72"x60° -5911•55 4056 48"X66' ,69464 6056 72"X66" -$P'48 4060 4D"X72" -611+58 6060 72-x72" 45/•+•43 4620 54"x26" -1051+105 4630 541'x34" -1051+105 4640 54"•x49' -451+89 4646 54"04" -11/+76 46SU 54"x60" .70/•66 4656 54'06" -62/+59 4660 54•'3t72" -361.053 t : e Nate: In moat all cases tho -)pressure controls. '_•�'a ,0, ! Ivan Dory,P. Referent: FT'L 1310 ct�:'�a9•'"x ;f Fri Consulting Structural Design: 4.42,0 psf FQ... Civil Engineer Vcsign: -44.6 psf Florida License 113587 03/09/1999 12:08 2621436 SCHNORR HOME IMP PAGE 02 U1 vii)171 xy;a[ 1_0L1gJb 'a(:!$dORR Hn . 'TW-1 114()t.: �� Lv JV LV'Vl Y `)h1[�1 S. De 1. 12920 S.W. 122nd Aveoue-Miami,Flonda 33166 'Tei:(305)235.9069 'Fax:(305)23S-9072 V o PRORUCTMSTROL NOTICE OF ISr,"gTANCL Vinyl Tech/Progressive Giass Technology 1070 Technology Drive Nokomis,FL 34275 Your application for Product Approval of: Alanlitum Horizontal Shiffng Window under Chapter 2 of the South Florida Building Code Broward Edition governing the use of Alternate Methods and Types of Construction,and completely described in the plans, specifications and calculations as subnlittrd by: Applicant(For listing,see Section 8 of thft Notice of Acceptanea) This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the sight to secure this product or material at any time from a job site or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner,the Code Compliance Office may revoke,modify,or suspend the use of such product or material immediately. The applicant shall m-evaluate this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the right to revoke this approval,if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be-incurred by the manufacturer. Acceptance No.: 93.12299 lQ l:arrokh Ras",P-E, Expires: CYCT 30 1929 Consulting Structural Engineer Structural Design,Inc. Florida License No,38001 TRIS IS THE COVER SHEET,SU ADDI'IONAL PAGES FOR 3PXCLnC AND GENERAL NDITIONS This.application for Product Approval has been reviewed by Farrokh Ramkhi,P.E.,Consulting Structural Engineer and approved by S.D.I to be used in Broward County,Florida under the conditions net forth above. \JA, �`��.�� -- Farrokh Rasekhi,P.E. Consulting Structural Engineer Structural Design,Inc. Approved: DEC 20 1995 Florida License No 38001 -t- .y. CITY OF `,00 SE MINOLI ROAD ATLANTIC BI A I1.FLORID 1 22 ;_; CITY OF r &,aar& Teas! - 9eo4z& 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE(904) 247-5800 FAX (904) 247-5805 SUNCOM 852-5800 March 10, 1999 Schnorr Home Improvements 6928 Phillips Parkway Drive North Jacksonville, FL 32256 Re: Windows at 1323 Linlcside Drive Dear Sirs: The information submitted by your company regarding windows for the proposed addition at 1323 Linlcside drive has been reviewed by me for compliance to Section 2405 of the 1997 Standard Building Code. Based on your submittal, the windows do not comply in that note 6.4 requires "a hurricane protective system" in addition to the product submitted. Please call me at 247-5826 if you have any questions. Sincerely, Don C. Ford, C.B.O. Building Official DCF/pah 03/22/1999 10:41 2621436 SCHNORR HOME IMP PAGE 02 FktUN PGT Industries– T` TEL: 941 488 • 196 MAR. 12. 1999 11;24 RN a.k tit- rS ^ r , 1070 Technology Drive Post Offioo Box 152f) Nokomis, Florldd 3014 {U (941)400-1600 Fax: (941)A811-3196 `;"r:• _ INIqul.`S rdr:1 SPECIFIC REQ U�S l� °*Please mote that this fttrati*,Ust be filled out IN 1 S E VRl=.TY, if t� f is not If will be f,xod back to you by (lie end of the" usiness day for cel»l)htfiolt, Doolor fdumt)or: 432tn nl Rotlunct: .---,, ,"•_ J,,(a ! � DoalorNamolContact: Sc•f1R�f.� ;. 9Sre. ccl�rou�nr"" !. ,Ku1�� , Gi�alfial: Dealer Addross: �]d �1►�f{Q�' �Offcwc� �►.IV i.;rty. ... Rtc `�Inta_�l !%!r ('c�clR .3c cJ�(p 1 aob NnniolAdrdrees: t.'nun1Y:..�!'_v_0._l._.._ ....... ;Jrrra-.._,�1-,• :'if, cc,crcr:,_.__ a_3.3 Solidlnl TypelPormlt No.: ,Qjg", , � 1 (r-f, 1;pJaklr•#4"Ar4f,11, r-r1.•tfG wt.11i(n: :1 L 111Pm low'.( vi......... j r�+<• .1Ut �/(Y'll(1NflC/',Vrt`,, L3ulitjlnt7: Oppflt �r ff. v✓tdth a 3 p, tJF+" _; :::,1;)irririrsJClri l r 9 Folio !-fr)l !rt (moo ff, A400ti Hoof iilvrl:. f•', J Rol Pih-h C eary � (Hoak +t iwv)/:1 (liisrs//r nr ro'b'I!F fstl Codo to bo Usod: 0ASC.f,: 7jkSt3CC101� 1 ia: i:C)rr;i 1.7 Snrlihr.rt j 101hnr (Nnmv)- 'anFic lr-lind "Ined :...(,CQ mph, Locarlon of 1:4011 t.trm->fC, V I• I Mopo Num t0ti rwltm.S lwor tr hplricnfrtj C�tt5tlirtC Form Requirod: El l)vdo(ljro(luo Applovir!) I„� ;1+rt( ('i i'F11tr 13(oro 5,4 C nififlr.-Won t atior 17rtS1 "'PlatrSp f/lf otrf the plorlrr,:f(ttt.fr; belnw es l,rrr tho example vivon— - Produc.-tf ~ 5tzo Glass Ty j esf�n PrOs>sures (If Known) M1.11tecl? Flvc�r Sorlos Poslt(ve Nogativ© Lovol(s) ex. SN-4000 37 x G3 3116 ' To177�:. 45 ,55 No r 3 7 t r;c tc S •x I S � �� V add at !. ..... __ . _.._ �`... ... __•_c< - 7 10 , -L2 - (1jr11151110,5, l,tt. r;r,gmr.r:nrrq mpplicootf)(mly to I'm mduvae,%, inc.. r,wellst:6 rJ7iflijae+:np Uup(. Hvspnnsrs wilthe)forworrfad to our cus►omor•s only. J aea{ ! / •, Sit--,� '�r�� ,�'�'`t`\ 03/2/1999 10:41 2621436 SCHNORR HOME IMP PAGE ea INDUSTRIES Manufacturer of Windows, 1 Ff Doors and Ratio Rooms '7 TVII Free 800.282.6019 1070 Tecl—ology 17rive "f} Telephone .941.480.1600 NVkUmig,Fl;',427.5 Facsi—;le 800.x77.3655 P.Q.Dox 1.529 www, tindustries.com Nokomis,FL 34274 Pt; March 16, 1999 Schnorr Home Improvement 6928 Philips Parkway Dr. N. Jacksonville,FL 32256 Attention: Denny Chastain Reference: Lana Suarez, 1323 Linkside Dr., Duval County Dean Mr. Chastain: The following products will meet 110 m.p.h., 15 feet,SBCCI codes,Non-coastal when completely built at our facility and properly installed by installer based on acceptance of comparative analysis. All products must be labeled P.G.T. Unless stated otherwise, product will qualify for End zone. All HR 7202 - Insulated All HR 6602 -Insulated All HR 54x72 -Insulated All PW 54X24 - Insulated All PW 66x24 -Insulated All PW 72x24- Insulated All PW 36x36 -Insulated All Cabana-Outswinging Door 36x80 Respectfully, Robert L_ Clark, P.E. Manager of Engineering 03/22/1999 10:41 y 2621436. ✓VV y`y r� SCHNORRy HOME IMPv PAGE_ 05 1070 Technology Drive Telephone 941.480.1600 Nokomis,FL 34275 Fax 941.480.1900 Past office Sox 1529 Toll Free 800.282.6019 INDUSTRIES Nokomis,FL 34274 Fax 800.477.3655 www.pgtindustries.com Manufacturer of Windows,. Doors and Patio Rooms Fax Transmittal Sheet To: FrOfn. lack Ect G1INORR HOME iMPROWENTS Fax Number: 19042621136 Number of pages including cover:L Phone: Date: Friday.Nfar 19,1999 07:12PNS Re- See comments below CC: COMMENTS: ,!r:.nl asl:rtf me ro send(his io you. - i� a::cJ.m7diing clsc give the a call j5:.. 03/22/1999 10:41 2621436 SCHNORR HOME IMP PAGE 06 8imlity Accuracy Assurance_ Fenestration Testing Laboratory, Inc, 1677 West 31st Place ffl*ah,FL 33012 ?tor:C:305/819.7877 fax 305/819-7998 Lab.Num!x:r 2041 File Nuntlacr 9K-1 16 Mati IJ' 1999 Rtpert Nurbcr 12 Yagc;o 3 1.-3926 OFFIC"LTEST REPORT N'lA NUFA(7111R'EIt- Vinyl Tcch/P.6 1 SPECIFICATIONS: AST\41;3,;(1"96 AnORESS: P.0.Ro'i:52'` Nukomi.+,1-':i:ida 342.'q DESCRIPTION OF UNiT ?ynrlr)1)oSiynativn_Solus:I,-35-201; i r11,.nr:inum NcoIntal Sliding Windo;u 0,crall Size:4'0'(48")by v'0"(21");'i&in,2.00), duct) N<,.&-Six.of%-m.-Two cmA uded;41m) mil r"�ell:s:vizi.112"by 20 118""lti f ic. MATERIAL CIIAR.+IC1TERISTICS Prime Canstruc(imu'I"est ucilbj,r.•01a6C'"e ri'nmt,bor,.joints::nd a whire co•ued finish.,ntumbum a",,:is(Ur'3-7 r,Snlc •a iettcd wit?,t-wv tic) 4 bIy i"p•,:r siuet irrn{l.crew and f:';:(ne sill comers\,ere rnstacc.:kvith f;u':'°l,t'th ,nate,Fiv:J mCCUIt¢1'(t;tc were mL hmt:wish on*No ti"ay i"a u Mend sheat meal xcreW.Ch'erall nt n;r ei".i Ca:nou i.<23'.1"hiEl.Size ofYrarac r embetti are as fbllovcs;1'rrpte bcc I.32G"by 2.000" i.2' 1"by h,Oj(1" J7'•?iJ.aiil 2.449`Ing 2.07(! he:,37.1 . ttrhe,jt:t�?S..0.12."by ";r':l'y 1.030";fixed ryweling r"'r. r. ;C;I 0 bl 0.%50,�-)allott'cxu1minn).1•rame tncgihers tire-tnlitt rvUrusjnn-,, where netcd.i-rnttta mcmhe;•s!tflv't :�p nth;il kc,tll thii}:ncs e!O.UG2",�^c,^.S),.hrrc indiCulcl? 1 eni Cunsiru¢tivn: VCiI?S 114ve hut'ioint2;Ind a\%hitt coated`tuts!+.i\krr m:m allk,y ix 6063-T5.Vcn',rnetring rail :, „, ,err-f—lenlyd\-itis 1wtj No.tl 1, ?"1+ar:bcail that metal screws anei runt iarrh rail carrcrs wore Castcined with o:12 of ixile-SiZ_tti r;li!::'we 4,;follows. vEla tri-ctlrg tails(hojj,,w c trUsi at) -'t,v i.1 87"by O.S 1 la 1.656; ;.<,"by l,f i2"iN'; 1 1" ct:ns IUl)N)tS l•ul;Ottt try• ?.(i"by 0.58:1'`. Lrct:nc•;c Ve!,t f9ii5:tt" sl)li.d dxA`tsinls, ltr.pt whz]'t mrte<I. /ent'nhnher.;%'^-'a n npicaC tapll rof 0.062 r�crin who':i.:riicaea, Gia'<iu;' ilarcrl.d:Dolk!e slrcrrnh.utncaled Mass. 'N1NhOt1: """Ierior!rWe:'tilt))3X' g?anng pcnctration sine r:eienr cc)lored,,Ahcmvc bedding compo-:rd and an ",I.minutr:rvilcd Fla Ing bzad. 1};,r litht Optuu,)..r_]cu optning o(FnCli light.2(1 1i•1";,y'.9 319"hit)r,vellt,9 510 by 1S 119"Itipl;. t,carbcratripnin;: t lIR%?(i R' hiSCP((,tif.:rl 1."calioIt f1t SinylC rn:k pti ssil)inte6•rxl plastic lir; v a ach tix-cd"llwinr rail,.il"Cill tnr;:n(1 Not=rails on'he:xt�r3Or 41" II`.:n�•Ic r<,tv rnvl bulb 1t'ilhllu al c:acl)tont ar'•�rail ��'I^` rM1,. �l .:"i�nn�.•:; ,,... i: �n+iif laC`.IST%f.tAk le lN4 C'WNi'Aurtif}Mni£ W nlf 11-111111111, T1[CL43M,1ll`01tn'.If 01'-F",i,a,rrs v.:,�M -,i"/5:.e;nes•Nr!/•SIA,Ef.K•nl,CavC,US.JxM CN t.'eN[•T(!1i%4 d1%V.C:aVI:':3�`_4 V.rIGi11tS W�•w.!+e�l:P!(ali(MI'WiNA vw'nN.,:,n,F tVpf Apt a4.:JAY•.;M' , 03/22/1999 10:41 2621436 SCHNORR HOME IMP PAGE 07 �., f,sU.Numhci 2011 �. Fite Number 99-116 May 14, 1998 Report Number 32 Page 3 Or 3 L,-2920 3',ent.+ Icc:Thjs le t reprri docs nvf«m tintte certification of this prcx3ttct,kwl nnl;tltet the nh<+�e tc l rc Wts werc obtained +?,it,e tl is de:slgrt kkW M5 mtt`xxls and they indseotc cvrnp)iance with the performance requiremcnte of'he above refca'ett:od ^t;;ii:d tts cttthl}drnuingc showingtvalt thic}osess of eft membcts,corner wnstruetiM And bardwnte application arc on fie n:,d h—-c hcen cot.;wred to the>,+mPle-'ubmitted.A test,ample will be rciained at the test laboratory. A copy of dlis rnnort has been 11,mverded to dta Validator. ftt Spccidiens\t'cCC catered with a 1.5 mil plastic sheeting to seal Gom air lenkage when 1t4id lest were}xt('nmte,3, this had tro Lffcct on ahovo results. d:%ilncs:r.,l hv: FEN£STR4TIONTESTING LABORATORY,INC. .4 .(hWi l Matnund,.P.F. I, I ohontwry 1'echniciaas. Manny SNnehe: .tr•:c Varga, preeidmtt 1:'r':"Vin.tl tech/P.G.T. ' A L.1 83/22/1999 18:41 2621436 SCHNOPP HOME IMP PAGE 08 r� r " r l.ah.N._-nber 2041 may 14.1998 )Ztpvn Number 32 11,ge2013 MATERIAL CHARACTERISTICS 7i.,rc9,vart� (7n::nl�tr /)rc.;ri,fiV.'1 l.ncntinn r rats roe(slliC iandanl whech in pl.•tsti.>Ir.m?ir,p. ntle I,r each end ofv,cut h"dtoal rolls mdrtllic :>m lack uric ut midspau ni ccrh rc(tt meeting rail plaslic?1-C vcw g:lid* ,tic u(Cae.i;-rem t»nvnl,21h1 frcnn eaels"d t Iph: piaslic One nl cndi cmrner U,cath vcnl,rasicrc;t wilt 0rc No.R by 1" I Cott head Kee,irm;;l scru>,c �L'ccplto)ca: ('7aartiry Ue.rcr-i tion Lz>zrrriau v'v 1"be 0.3 10-vvec:Rule :c:ekrivr silt Ilan It,2 lig' Si ow eacti Incl 19 tenting:NOnc ',9ttllions Wane 12<;ir+•to nvclit:No*tc Sc:olantn:I owvl li'AnIg corner:;%VeCe sealC I R'i,iI IVinlc COlOrUd 5eARI:-l. Nonc So:l i,en:Onp 1 i 'A liy 2G lig"high tibe:rg!sssv2le;h Rrften,(,tut itscd in my purfunned). A'+I iliunwl brscrlpt)nnt ()nc 1.543"by 0.64 t bV(>.$SK"pinitic hock itl rrelit sill,7 1/4"from,:acll t•ncl;ml tale At rr;;i;pm%(tola)of three). I'+uit In ta)lark+o-T-,•t ur.i:in.vallad iri a 2 X 12 atwat tea(h+tck awing 2 X,pr::,sure tre4ied kocA stair Fi u+rte in;tallcd ,'."t t.z cinl+,IC nno'u!1\u, 1 1y'_'t1ahvid.\L,)n,l SCre`V• in fXAl11e:1CA,1,lrnl!1CSl.l Nllll fl RIIIC):+C11t t,AppmCUuu:C�pn4inE „I screws are ns follows.frnnle)lend and frmne,sill•b V,ti'rnn c::.h end And one III midsp;;w iiantejumhs,(, 1"1:1))e;'dl(:ml' Product Marking,+:11.0.r.•'un cich cam incl: rr..RFUAMANCe rF.STRF,SVlAS 1'ar:.{�rwphNumber Title or1'cat Mefi,ured Allownf I d: 1!nil�vnt I7t•<ipu Loud Tra {inti!?:1 I•:33(1-9G) I'a::xed 1s,cTe:tor';:xl 55.0 par(2533 pal 55.01 psf().till pa) i'crmanc t:t)cli,rrv:ilicat 0 T;6 inc:Ic=(0.15 nul)) 009: t 2(1(i l I+v l�ttuull 1 d n L%niG,cc,Struc.ttmA I.o.ul":cat:(ASTM Ti330.7+',1 t'ar yc u li�!,nicr road 82.+pkf(3950 pa) ;,lc,iav i.c:,J 82.5 I' i'L??50 pa) 1 ca started-curry S,1998 1 ,1, (iut•i+. �';stt:ompicird 1999 P ( Tertt irate of Tito of Atlantic Nenc4 — toridn � Bepar mens of wilding Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Single Family Residence Bldg.Permit No. 10181 Group � frame Type Construction S f Fire Dist %Atlantic Beach Centex Homes � Southpoint Drive South Owner of Building Address aCkSonVi,1, F1 32236 BiMinn Address 1323^Linkside Drivewcality Atlantic 233 By: DON Q. FORD Building Off' ial Date: r0 -9r POST IN A CONSPICUOUS PLACE .. CITY OF 4&4A4C & - Office of Building Official REQUEST FOR INSPECTION Date �! `� Permit No. / Time — q Received �A�ddress IM Locality Owner's , Na 7 ^_Contractor _ CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing Rough Wiring Rough Air Cond. & Re Roofing Slab Temp Pole Top Out Heating Insulation < Lintel Final Sewer Fire Place _ READY FOR INSPECTIO Pre Fab �I Mon. Tues Wed. Friday _P.M Inspection Made td—(c?-9 S a A.M. 57 pt j�( Certificate of Occupancy Date __-----_-- 137 ruz MAP SHOWING BOUNDARY SURVEY OF LOT 7-3 BLOCK AS SHOWN ON MAP OF SEL S/4 z//�//ys/vs L/JV/;r / AS RECORDED IN PLAT BOOK PAGES V-4 OF THE CURRENT PUBUC RECORDS OF DUVAL CO., FLA. FOR. M= . W aWAZ W L;4,y NOTE., BEARINGS SHOWN HERSON ARE BASED ON THE AEOVE ROOM PLAT. KOTE:EY YqT/im✓r 29E S A/1x/aS:!1142) ANO W NAri'Omw G ovine ✓SRT/L'A[ OA1ti,�/ C1f/ 2 PART aF XECTiaW /r, 7%lXlA1X 1,0 e sotlrl-1, .V,4NGE' Pg EAST i 4,9EEMEA/T )rQR WAIA(Whf, Ur161r14C5 "49 JeX141RS �O"iPCP Torr adrt r �,�MFAA/o'MYiL. 10!700 PETA/M1/iWAIL !.!" ';ep +� q R /•sroy sTcco � : K p � "'. DWifWAIS V /2" EAVES0 a si W tc T Ali Z'Ru lding and Zonin g o,+,`+y, --• ref / �//____4s& /CITY OF Office of Building Official REQUEST FOR INSPECTION % Date / w7 Permit No. Time A.M. Received __ __ _��PM. r f Job Address Locality Owner's �^ 9 Name ' -' Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL 1 Framing Footing C Rough Wir ng Rouugg -- - Air Cond.& Re Roofing _ Slab Temp Pale n Top Out '' Heating Insulation =- Lintel Final C .�� Fire Place D Pre Fab READY FOR INSPECTION Mon, Tues. Wed, Thurs. 1-Frdy�__PM. A.M. Inspection Made r -- PM. Inspectorr -T - Final Inspection C Certificate of Occupancy C Date 1 CITY OF 4MMA-C &aa! - �lerzida 908 SEMINOLE ROAD ------ -- __ _ ATLANTIC BEACH.FLORtQA 32233-SW TELEPHONE(M)247-6 0 FAX("4)21" M5 NOTICE TO: Nater Department FROM: Building Department DATE: l 6) - Please be advised that the final building inspection has been completed on each of the following addresses and construction Water is no longer needed: Permit Number Address x.57 J / 3,D3 ^ S' erell, Building Department CITY OF ATLANTIC BEACH Fria-Lmnx TRAT1 imission TO FOLLOW" TO- FAX#- FROM- #PAGES- DATE- l 7- (To Fott-ow) MESSAGE: 800 SFM1TiOi�?ROAD ATf ANITC BEACH,FLORIDA 32233-5445 . TONE(504)1.475500 'FAX(44a)247,ms CITY OF 1'��tttC �eaC� — �Qviici� 800 SEMINOLE ROAD --- ------ ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 September 28, 1995 Scott Dockery Field Manager, Selva Linkside Centex Homes, North Florida Division 6620 Southpoint Drive, suite 400 Jacksonville, FL 32216 Re: Lot 73, Selva Linkside Dear Mr.Dockery, This letter shall serve to grant a 1 foot administrative Variance to the required 10 foot front yard setback at 1323 Linkside Drive. All other requirements of the Building and Zoning codes of the city must be met. This adminstrative variance is applicable only to the principal structure as shown on the as-built survey. Any future modification or change to this structure shall require additional review by the City. If you have any questions or desire any additional information about this issue or Atlantic Beach zoning in general, please do not hesitate to contact me at City Hall or by telephone at 247-5826. Sincerely, .. George Wrley, II Community Development Director Centex Homes Scott Dockery NORTH FLORIDA DIVISION Field Manager-Selva Linkside A subsidiary of Centex Corporation, September 25 , 1995 listed on the New York Stock Exchange h' George Worley II - City Planner City of Atlantic Beach 800 Seminole Rd. Atlantic Beach FL 32033 Re: 1323 Linkside Dr. Atlantic Beach , FL 32033 Mr. Worley: This letter is to respectfully request a Building Restriction Line variance on the above named property . This request is based on the following circumstances : The origional plot plan for this property (survey #1) , Lot 73 Selva Linkside , called for the garage to be on the left side of the lot , facing the street . Field verification revealed this could not be done due to the location of a JEA transformer on the SW corner of the lot. The decision was made to flip the floorplan making the garage on the right side of the lot , facing the street. This was communicated to your office and approved (survey #2). Unfortunately this change was not effectively communicated to the Surveyor and the house corners were set based on the origional plot plan. When the final survey was done , it brought to my attention a 10" encroachment of the SW corner of the garage across the front BRL (survey #3). The encroachment occured due to differences caused with regard to garage location and the effect of the curvature of the road. Please grant the request for a variance for this encroachment if possible . Any and all help resolving this issue is greatly appreciated . Please contact me if there is any additional information or cooperation needed . Sincerel q�clott oc cc: Doug Smith Steve George enc: 3 6620 Southpoint Drive South • Suite 400 • Jacksonville, FL 32216 • 904-296-4551 Z O m 69'65 < M t 90� _-— £8'LZ M„00.91 � (� FIREWALL ' C ZN w� a > o > ro D_ IH ^' Z 12 ' 1 A 0 a L9'99 t ♦ g M..00.8L.9Ou' C $ .£9'OYI Z 9£'SS C7 00'99 R: z D . r i ® BENCHMARK (HIGH POINT USED TO DETERMINE A.B.M.) ADDRESS: 1323 LINKSIDE DR. GRADE TYPE: ? COMMUNITY: SELVA LINKSIDE SOD: 4397 Sq.Ft. LOT: 73 UNIT 1 10 PALLETS DWG.: 7 3 S L 1 . DWG FENCE: entex Homes DATE: 5/3/95 FLATWK: 1002 NORTH FLORIDA DIVISION DRAWN BY: R.A.M. FNDTN. TYPE: MONO SCALE: 1"= 20.00' Su y ' '` 1 Z O --i M 5�zs A M 00•S9 c lS'lt > M„00.9L.90u � z 12.00 0 D 65.67 I� w N ; gyp Z N W Xn O �� ,� n W Y a D Ax ri D J $ w� f ►� y Xt«r*1 A O =o I N O � 00 9l O � _ 10 N O tD $ £4 O O M„00.9 L 90u O n E'04I l ISS'99 Z A 44'l0 n L9'Z4 � D r ® BENCHMARK (HIGH POINT USED TO DETERMINE A.B.M.) ADDRESS: 1323 LINKSIDE DR. GRADE TYPE: ? COMMUNITY: SELVA LINKSIDE SOD: 4179 Sq.Ft. LOT: 73 UNIT 1 10 PALLETS DWG.: 7 3 S L 1 . DWG FENCE: entex Homes DATE: 5/3/95 FLATWK: 1220 NORTH FLORIDA DIVISION DRAWN BY: R.A.M. FNDTN. TYPE: MONO SCALE: 1"= 20.00' MAP SHOWING BOUNDARY SURVEY OF LCT 7%9 BLOCK AS SHOWN ON MAP OF S46L V14 ,C�iv�s� L/nriT � AS RECORDED IN PLAT BOOK PAGES�44Z14 OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. FOR �'ErVT�X h�1iN S CCS►P!a'h�Ar/O/V NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT, Nays ,�LEygr/SNS A!?E .SA1AWiV Tp!/5:lir,sz) d/✓O�?EFE,�T lt7�(/,grjdN�IG GEOD�r/C YERT/CAG �AraH CIF/y4�y PA/PT OF .sECTi4N /7, roK/rvS,61rp z SQury, V 4/✓GE 29 E,gSi /raFNIE 1 A183!4(40 QE- 50.do f4SCArENr 00,9 4VAiN46E, _ !./rrL/rieg f Va .f lrNo'f5 6aiPCP% -- coacacr6 7. 9. r i�wwa.ro�c ,b1' •,C'ONCgETE' N� � V� aW v I-SWRY 574VeM �I i� 0 ,DMFLL/A/G v W ►. aosi 0.7' 8.9' �' 114 Q}• \3vhf V 1 6 f" �l eo a� �3 y/� 44,/P G � ✓w/�V� �+1 019/` 2 •3'S� /Rc�r��7/ry rCk•J p C. so i?i�ar 7a';"f777' c,. AINAL S41,9 L46 Y 9-13. 95 NOre,' sCr / "X"Cvrc'Nor&&oJ F04W,9 A41, AgawS. I HEREBY CERTIFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION. MEETS THE MINIMUM LEGEND, TECHNICAL.STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 61617-6,FLA,ADMINISTRATIVE CODE (PURSUANT TO SECTION 472.027,FLORIDA STATUTES),AND FURTHER CERTIFYTHAT THERE ARE NO VISIBLE ENCROACH- s CONCRETE MONUMENT MENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN ON THIS SURVEY • 1i2"roUNOIRON O 112-SET IRON•L.S.1704 FLOOD CExRTIFICAIL THE LOT SHOWN HEREON IS IN FLOOD D,R.L• WILDING RUTIIICTION uNa ZONE L'r AS SHOWN ON THE FLOOD INSURANCE RATE CLARSON AND ASSOCIATES, INC. G CENTRAL ANGLE R MAP, COMMUNITY PANEL Na I2007S- X40RA , DATED¢.17,09 1045 NALDO AYE.JACKSONVILLE, FILA A s2407 A ARC DISTANCE CH. CHORD DISTANCE ,(//� 2 //J/,�t �// • P.C. POINT OF CURVATURE SURVEYED �' /` �� g V� •I" _�� PT. POINT OF TANOENCT o /N �O. ISTFRED SVRVE`IIOR NO. CgCt, FLA. P.R.C. POINT OP REHMiE OUR" SCALE: ro -/ Q P.C.C. POINT OF COMPOUND .("UM Z FIELD BOOK 550 PQ, .¢,49 CITY OF co,evrklaeaOlf-49kI414Al2 Office of Building Official I REQUEST FOR INSPECTION Date Permit No. ! ` 3 Time �t Received T v �M.1 Job I r ss Locality Owner's Name --. Contractor BUILDING CONCRETE ELEG�TRICAL PLUMBING MECHANICAL Framing Fooling " Rough Wiring - Rough E Air Cond. & Re Roofing ❑ Slab C Temp Pole Top Out GHeating Insulation E Lintel E: Final Sewer L.1 Fire Place G Pre Fab READY FOR INSPECTION —� A.M. Mon. Tues. Wed. l� Thurs. Friday P.M. Inspection. Made _�5—3 A.M. Inspector Final lnspectiol�� Certificate of Occupancy i Date _`_ — Eel OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted G $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8`00 a.T .. to 5:00 p.m. Monday through Friday. BLDG ! ITY 'OF / /';5 Office of Nuilding Official j ZSi REQUEST FOR INSPECTION Date �� ✓ Permit No. Time A.M• Received P.M. Job Address Locality Owner's Name _Contractor BUILDING CONCRETE CTRICAL PLUMBING MECHANICAL Framing Footing RougTi W ring Rough Air Cond. & Re Roofing Slab a Temp Pole Top Out Heating Insulation _ Lintel Final Sewer Fire Place C? Pre Fab � ) READY FOR INSPECTION Mon. �.�J Wed. Thurs. Friday Inspection Made I!; l nal Inspection Inspector,—____ eL �—�-- --- ice` Certificate of Occupancy F Date GATE = 3_Z PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS? HAVE SEEN MADE: AND ARE SATISFACTORY : ------- ------------ c------------------ ----- ' --------------------------------------------_--_- ------ ' ---------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY. ci e �/a� BUILDING INSPECTION DIVISION cc: FILE t t TRANSNITTAL DOCUNNNT FOR JEA DATE: & - 30 - n1 S� The following permits have passed "rough" inspection: Permit No. Address xxmxjftxl=moompd=uxo&xbkmcpummd*=. Please update your records accordingly. � nJy�t/CZ�E.�,G� BUILDING CLERK CITY OF ATLANTIC BEACH /vcb h t' • 1 7 PSR-38" 10375 µ DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ypF�yj� '}ni!`t�R : 10375 1N1 dA' ' tN - ___- .., ..} ......_ C93t<�!'�t3N f �F4F.Y T.L4 �iY i vL 4MsCHAkICAL "c + f Nei ATLINTC $EAC�ir" F'L€3RIbA' 32233 ,. . .. ....+,»_ LEGAL �E8CR�P�'IOR -�------�. Dc►nsstt~. Type: I) F' E Lot :: I ock T : RK0. 0 Subdt J,Ott,* SELVA LIRRSI>�R E tlm t d alu+� $C .00 ,. zm Prov. Cost`: Sf�.DB Tot' al Pees $94.00 ��. � $94. 00 �Tc►rk D 3 TRAL HEAfi AND AIR I14 NEW R SI�7EFiCE aWON lPPLICATIONzzs - Ad� ..� � P$R4.BD 'CATER : 0 , RVR I X PACT itER $0.00 P � ACR _ F"LOR I D 33 PAC. F' �-3' 1 aux gyp' EE Air a� ... > Tit ON R1 DO1 Ct#ASH.R. Name:, A IN xA $0.00 5a ,� CAPITAL IMPRovR q .00 "3%R..m Nm ce'a>Sta+E'«�•rn a ,.,y.- e2a=' raN u.re. d«. er Je4. 'KeU...� w ;eutt evr.ray.:ty;ts.5"xaQxkervp:,s#M'*:"rt::nuK,3Jw�Mp �ry�"& QAC V ILLS, F`L 32 CROOS, C+ tR C t T L � CAC3 Typ:p: � �,, 0 C R ` PACT FEE00 i � NST.BDRC AR091 y� .00 NOTES: Work cva euce8 p 3c�a; to Pulling permit Yee Doubled NOTICE--ALL,CONCRETE FORMS AND FOOTINGS MUIV Be INSF'E4TEFORE POURING F'EAt1�T VOID SIX MONTHS AFTEA DATE OF ISSUE E3U#LDING MATERkAL,RUBBISH AND DePRIS PA THIS WORK MUST N&S PLACEC INPUBLIC 8PAGE,AND MUST$E CLEARED UP AND HAULED AWAY BY Et7 hIER CONTRACTOR i`RACTUR DA OWNER' "FAILURE AILURE TQ COMPLY WrT14 THE MECHAN16'S 1..lElti1 LAW CAN RS THS PROP 1 TY C 1 fNE1 ' INGTWICE FC3RTHE BU L 11Nt IMPROVEMENTS ISSUED'ACGCIRDING'T©�\PPRp�/Ep PLANS W#�ICH ARE PART QF THIS PERMIT ARID SUBJECT T'©REUt3�AT1(3N FOR: tttwl#:ATIt?N QF APPLtCABLE'PR©VISIONS©F LAW. ATi.r4NTIC.6I=AGH BU�LL}ING DEPAATMEI�IT BY : # I, , A & w to t - ra, ,.., . z t,z_.e 44 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH AT►.AtiTIC OEACH. "LORIDA 3"" APPLICATION FOR MECHANICAL- PERMIT CALL-,N NUMBER IMPORTANT -- Applicant to complete all items in sections 1, 11..111, and 1V. 1. LOCATION Street Acidosis: i 323 I,.i10STDF I)RTVP OF Intersccling Stroelt: 0.1■e001 ATT.ANTTC 'PT 11 ) And ';FMTNOT.R RnAD BUILDING Sub•dtvluon SFT.V A T.T T# 73 II. IDENTIFICATION —To be completed by all applicants lot. cons;deroNon of parm;l given for doing Ike wort as detcribod in the abcve Italement we heieby egne to re'fc••" so;d .o'+ wth the atteclyd plans and specif;ceCon► which ate a pert hereof and in accordance w;►h Ike C;ty of Jaclrsonv;l'e ofd:-aces o-a r•a-:s•zs of good practice listed therein. Name of Mocheeical Contractors Caotrsclw V`9 MANDARIN HEATING & Alp,, IN 'M-11-1 CACA 2623 Manse of ' hooerty Owner CENTEX HOMES S4&ahrre of Owner Signature of w Amtkorisotf Agent Arch;locl or Engineer 111. G81HtAL INFORMATION A. Type of ItNt;nq fyoi: B. ,.y IS OTHER CONSTRUCTION BEING CONE ON U E6cmc THIS SUILCING OR SITE y YES ❑ Gas—❑ lJ• ❑ NoNrel ❑ Control Utility ❑ Ol IF YES, GIVE NV,6 EO F CONSTRUCTION PERe41T r O i V r ❑ Other -- Spec+fy IV. U=3,4ANiCAL EQUIPMENT TO It INSTA1LEC NATURE OF WORK I►.o,ilet eo+npf 14 IW of componeeh on back of At$Eons) 0 Residential or ( l Commercial 0' Heat ❑ Spas ❑ RscosW k'Contral O Moor 9 New Building Y Air Conlrtiorstngt ❑ Rooms 0 Centre) ❑ Existing Building d-D>,►d System a t.,40LEX/DUCT Tltld••+• ; ' & ; " ❑ Reptaeoment of existing system BOARD Maslmtww capacity-_ . 000 e,f^ .0 New Installation(No System previously installed) ❑ Refrigoretioe ❑ Extension or add-on to existing system ❑ Other — Specify C3Cootieq tearer: Capacity 90-% — ❑ fire sprinklers: Number of head -" ❑ Elevator ❑ Maolift ❑ Esutator Iswmb r) ( umber) THIS SIACE FOR OFfICE USE ONLY C) Go"&*pump r (Rasoi.oJ) ❑ TwA, (aumbar) Remarks ❑ LPG G6A1e14eK ImYAIN1I) ❑ UO&VJ peossUh vetaN ❑ So.y,e Permit Approved by Dat. ❑ Ojkw — SwAt Permit Fea LIST ALL EQUIPMENT AM CONDITIONING AND REFRIGERATION T.QUIPMENT Number Units Description Model Number 11"utaeturer CAMArIjY A rovtsr COND TWRUJ TRANF- t ti8AT1NG r FURNACES, $OILERSs FIREPLACES Number Units Dowrlptka 1r &I Number MAusufacturer (OlTlly Ai+ocy AHU TWV030 E 1,_Q_U-5KW TANKS NOW Many Nocrttw opacity Type Liquid No=*of Serfs! AP X�rovirt ' a� D�ansiacsa Contained Hanutacttuer No. ncy l CITY OF ATLANTIC BEACH, FLORIDA a Approvwdby APPLICATION FOR ELECTRICAL -RIERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:_,._,_, � —Icy— 199S IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS,CODES AND CITY OF ATLANTIC BEACH ORDINANCES. G ELECT ICAL FIRM: MASTER EL6rTRICILN NAM E.6.99-&' ADDRESS:., �/IJ '% �� RFD—BOX— BLDG. FDBOXBLDG.SIZE BETWEEN: RES.JX' APT.( ) COMM.( ) PUBLIC,( ) INDUS.1 I NEWX OLD ( I REW. ( ) ADDITION( ) TRAILER ( 1 TEMP.1 ) SIGNS ( ) S0.FT. SERVICE: NEWW INCREASE( 1 REPAIR ( 1 FEE CONDUCTOR SIZE AMPS 40 COPPER I ALUM. SWITCH OR BREAKER .e AMPS PH W -e- &O AY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. ]1.100 AMPS. 13WITCHES INCANDESCENT _ FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P.RATING N.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CELL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS N0, i ll.P. VOLTAGE PHS w MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA 1,1 NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED TOTAL FEES 1 PSA-38 1 261 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH _ �I I 'PORMATIOtt LOCATION INFOM TION -,. Permit Number: ,Address: 1323 LINKSIVE DRIVE Kermit Type: PL1*13INC AT'L,ANTIC. BEACH, FLORIDA 32233 ofW r a I+1 "t -----.._--- D Ojk DESORIPTXON' _ -- ---- . Constr. : Type: WOOD FRAME Lot- 1ya k; Section Pr�t gsed,Use. SI> O FAIL Township RNG-, D a in r :. I 0 .- q, Subdivision#, .SELLA. LINKS DE Esta.mated Val ue Improv. Cyst . D DO total, 7 t DD d' 157 .00 Warts D"toot. LUMSINO IN NEW HOME . 3`y 3 x ON •c , , .,k0 4t, , .... AP I CAT I t N amIr P W .00 1 d 7 '�,s 1k�' DRI Y.Cs ATEA IMPACTPEE SO =00 . � 4 AOtt, FIaOT.IDA ,;� S PER � qel,, 0° ' %,WA AP RA- AON OAS N.R. S. $6.00 _» C1+1 . .. _ RAION I Name. ." ON, I PI,D BX �, CAPIT�i�L I1�PROV�. S0.00 A I I~,I E, `I'IaA. 322101 CROSS CONNECTION 4 Type* 4 SP.0 141,IMPACT EEE CONST'.'SURCIIAROI , SD .-0 $ as`S'$� •4�'sd`Wk'4sw„°o-z•'±wsna ezaawwanarve 'F� vfq «l, NOTES: V NOTICE-ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND,DEBRIS FROM THIS WORK MUST NOTE BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR 00 OWNER "FA LURE TCS CCIlIPLY 1ITH THE MECHANIC'S LIEN LAW CAN RESULT IN THE IR ? ERTY l'IER'PAYINTINICE 1=t3RTH11a �NMP�t )VEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF, APPLICABLE PROVISIONS OF'LAW. ATLANTIC BEACH BUILDING DEPARTMENT {t(lpppgy(Igp 00000w00014 I#a �6W�,95 Ol t "�\/ Yt6 'l'IFY I ( j, ',✓moi.i . .. ..,. 4 r>,•rk V " s�fi...-"3n. .d... ,. .,.. ,. .. .:c..., sw P'G�dd.�' 1 t`,uad.,ues ... .. _ CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: Li ' OWNER OF PROPERTY: BUILDING CONTRACTOR: PLUMBING CONTRACTOR AND ADDRESS: 4 TELEPHONE NUMBER: V347 1 47 It � STATE LICENSE NO: TYPE OF BUILDING: TYPE OF WORK: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS 'URINALS _ DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE COUNT: _ z $3.50 + $15.00 = $ �5 ' 00 ---------------------------------------------------------------- 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 y i 10 18 1 4I 00.a% . 1�1 7�OQObI? ° ' QEPARTM T O'P 8 ► ,a =... twx; CITY Of:ATLANTIC. 77 I��ACN P5NI ' I ffRAT LOQLOCATIONINFORMA't' ON ,. Permit Number- 10 IS 1, Addr 1323 L INIKSIDB DRIVE � «. Permi t Type.. BUILDING .+,c�"` � ATLANTIC* H BEACFLORIDA 3'2" 3 Clea o Work: NEW � .. �_. .. �� . ROAL DESCRIP�IO�i ,..,_„.----- . Ccnst r, Type* WOOD FRAME Lc�� ; � ,. > �pack r Sect c�t�� I ` roposed Lase: SINGLE FAM ILH Township RN : ' D ellina,s : 1 Cade: b subdivtslon: Selvtwl akes tma .ed Value: SII6 .`_ 2 i r I I mprov# Cost , 0.00 $21718. 72 Amo nt �, id 778S 7 D / /SS Bork 1'e ►rn 1 homer I Ll V :: » . ON ., - OWL,ICA' IO Nam ' vR MI J. PERMIT $639,00 ��a{ Add, B DRIVEAR IMPACT FEE O,t3 },, EAC,14 r FLORIDA 323 SIMPACT FRS 0 .2 50 .00 oda lama di a' M �" ss � a s d 6''" Tk C INP'ORAOI RATkOR,O $CS . .. CAP ITAL► IMPROVE. $32$-00 areas 662 iT POINT D E SEWER, SAP $0 .00 11"ceirtze., CRC 5-3 Type: 54,4,,, Set 'B IMPA `T PEE $0 ,00 COIN ST, URCI ARGL 46. 6 �, rbc .�, SCIHARd /ATL.BCTI. ' 7 4 4 k 04 rr J + a � N S: oq 40000K 3= NOTICE ALLC©NCRE TIE L"f3R1UIS AND#66TINGS.NIUS'F 8 $ 1,MIL POURING r PERMIT VOID SIX MONTHS AFTER DATE OF I*W ,- I I ING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BEaPLA`C-E' D IN 11'1'61SAACE,AND MUST Bt' C RED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER � " , LUR TO:COMPLY WITH THE MECHANIC'S LIEN LAW CAN `RESULT IN T PRUPERTY-OWNeRP YINGTWICEfORTHE'BU 40IN ImRR MENTS UED ACCORDING TO APPROVED FLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR / TION OF APPLICABLE PROVISIONS OF LAW. TLAWIC BET� O6100000000 I".74 78 .a ih By. 15I1I07 F I CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address , 2—/F. D a t e Heated Square Footage /�@ $ S. per sq ft = S -90 S _ Garage/Shed �73 @ $ per sq ft = S 60 3 Y� per sq ft = $ 8 r 2- Deck Deck @ $ _per sq ft = $ C� Patio @ $ ¢/.00 per sq ft = S �`I a _ TOTAL VALUATION: S o o© $ 0.00 To al Valuatio 1st $ X01000 _ 6 ,06 S:61 "on $ � S ( .00A Rema Value $ .ot per thousand — oAr portion thereof TOTAL BUILDING FEE $ 77 7& . 0 + 1/2 Filing Fee $ 20 -o (�) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE WATER IMPACT FEE SEWER IMPACT FEE $_ v WATER METER/TAP CAPITAL IMPROVEMENT SEWER TAP (84j) RADON (HRS) . 0050 $` SECTION H PAVING HYDRAULIC SHARES '- / CROSS CONNECTION SURCHARGE . 0050 �.��! OTHER $ -40 - GRAND TOTAL DUE $ a 9 . 7 2-- ADDITIONAL -ADDITIONAL PERMITS OR FEES : Mechanical Plumbing __ Electric/New Electric/Temp ; SwimmingPool Septic Tank Well ; Sign_ Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: Of 0114 ne oj gu��R`NSp�(,�C oJil kes Tim etived ion kle Pia 0,0\10's Got"; G �-00�09 S\ab �RROlk 'Ned 'Wes ce, o5pe&or'I'"d' CITY OF ATLANTIC BEACH Fixture Unit Workshest for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. ,BATHROOM GROUP CONSISTING OFSERVICE .SINK TRAP STAND WATER CLOSET, LAVATORY i BATH (8) TUB OR SHOWER STALL (6) WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) �ATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) =SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) __ _LAVATORY (1) COMBINATION SINK AND TRAY (3) 1 WASHING MACHINE (3) _ POT, SCULLERY SINK (4) _,.,_DISHWASHER (2) WASH SINK EACH SET OF UCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) _KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET ( ) _.ZRINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET z--'DRINKING FOUNTAIN (1/2) BLOWOUT (2) _LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) SHOP (2) SUGEONS SINK (3) AVATORY, SURGEONS (2) JACUZZI (2) �INAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS 8 $20.00 EACH = QQ JOB IxFORMATION lgr'�3 ��4gg:- 1 ' ?ROPERTY :DESCRIPTIOH CITY OF -'�Ma44(e Oeac! - �' as �-� 7160CEAN BOULEVARD .ot r__ 1-___Blook I Section I __ q 161995 P.O.BOX 25 ATLANTIC BEACH.FLORIDA 32233 'aubdiwiaionsQ.Z�la-�Ll �I��^__-.w� ng and Zoning TELEPHONE IS+Op4�92195 itreet ?Same DESCRIPTION OF WORK sr Addresses- 07 ti _.b+l/1„e„51 �' r If in a FLOOD HAZARD 'food Zones_,-____N•__—_area complety page 3. Briof Descriptiont,�ii'� S_�4.t+ Claes of Works JJ✓'� (Now/Rvwcdel/Addition)-Ne-LQ_------ :OHING INFORMATION Type of Construationsy�!n 1-err1 r1 �PS_ :oning Proposed Districts Estiwated Vilue :xceptions or Materialss Q, lj L 9ACCO ariances Uranteds,�.-----_-_� _ II-- - ---'"-"------' Solid or Filled .. 4 Grounds Roofs :h��rS OWNER IMrORMATIOH Method of Heating s-or.*1P______ Property Owners_ eti� ,--Te&j )Fj��----_..-,-�- Phone s oZ9L•'yS_r1 Mailing --- Addrese�p�i U 3S11dQl�.T� 4� s� .�i.L�..7. .. ._....:........�.�_ _--------- ZipI2-2 / L CONTRACTOR INFORMATION Contractors----- ,(/ _ Mailing -_--- AddressS t _�..�----------------••,------ Zips 3-A�a i f------- ENpirati License Nuasbesr s_ 1140 2-L6 -_ ___ Dates: I uxaceY CCRTIrT THAT I MATT RCAD AND EXANINCO THIS APPLICATION AND KNOW THE sARC To sic TRvt AND CORRtCT. ALL PROVISION: Or THIt LAWS AND ORDINANCES OOVCRNIHO TNIS TTPC Or WORK vILL At CONPLItO WITH. WNCTNCN MtCCIriCD NtRCIN OR NOT. TUC GRANTING Or A P[RMIT DOCS NOT rVCSUnC TO OIYt AUTNORITY TO TIGLATE ON CANCEL THC ►ROVItIIOMti OF ANY iEOERAL. .:TATO OR LOCAL RUL£5. � ;♦. RCOULATIONS. ORDINANCES, ON LAWS IN ANT HANNCR. ZNCLUDlNO TUC OOVCRNINO Or CONSTRUCTION OR TMC �^. PERFORMANCE OF CONSTRUCTION OI THE PWUCCT. I UHDCR8rAN0 THAT TUC ISSUANCC Or THIS PCOMIT IS CONTINGENT UPON THE AROVC tNIORNATION NCIRO TRUC AND CORRECT AND THAT TUC PLANS AND SUPPORTING SSlw�•• '� DATA HAVE SEEN OH =. PC PROVIDED As REOUIREO. IN 4 it r7 AI Owner Signatures --------------------------------Data �� • a t``� EE Contraatnr Sigtvatur• ------------ i -----------------------------Date• RI NAN C IA<PRINTING Q>~ J J j notice of tnmmencement i (racrAac IN DUPLICATE) U i To whom'it may concern: i The undersigned hereby informs you that improvements will be made to certain real property, and in j accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT, Description of property _ G1 ____ -----��-1.11a___ !-� --------------------------- _L -----------•------------------------------------------------------ r According to plat thereof recorded in plat book 4N pages 73 -,) 3,4 ----------------------------------------------------------------------------------------------------------- of the current public records of .vn,l Ccx r+y Flvr< <�« 1 General description of improvements Construction of Single Family Residence with Garage on concrete slab --------------------------- ------------------------------------------------------------------------------- Centex Real Estate Corporation { Owner ---------------------------------------------------------------------------------------------------- ' 6620 Southpoint Drive Suite 400 Jacksonville Florida 32216 Address -------------------------------------------------------------------------------------------- I Fee Simple Owner's interest in site of the improvement -------------------------------------------------- Fee Simple Title holder (if other than owner) Name ----------------------------------------------------..------------------------------------------------- Address -------------------------------------------------------------------------------------------- Contractor same as owner Address ----------------------------------------------------------------------------------------•-- Surety (if any) ----------------------------------------------------------------------------------- Ad&ess -----------------------------------------------------------------Amount of bond $-------------- Name and address of any person making a loan for the construction of the improvements, Name ----------------------------------------------------------------------------------------------------- Address --------------------------------------------------------•----------------------------------------- Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name -------------------------------------- 6620 Southpoint Dr Suite 400 Jacksonville, Florida 32216 Address ------------------------------------------------------------------------------------------------- In addition to himself, owner designates the following person to receive a copy of the Lienor's Notica as provided in Section 713.06 [2] [b], Florida Statutes, (Fill in at Owner's option), Name ------------------------------------------ ----------------------------------------------------------- Address ----------------------------------------------------- ----------------- THIS SPACE FOR RECORDER'S USE ONLY - - - - - - - - - - - - - - - - ,- OWNER Sworn to and subscribed before me this day o: 1993 by who is personally known to me. Notary Public - State of Florida 'iR`MY pyo; CAROL HART FLOW *; *' My COMMISSION k CC403222 EXPIRES August 25,1998 Qf,t. BONDED THRU TROY FAIN INSURANCE,INC. V r ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 99.7 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 I ---------------------------------------X- 1 .The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . .Double Clear I -------------X------- ) INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30 .0 1 --------------------X1 R-0 R-7 Wall R-Value. . . . . . . . . 13.0 ( --------------------X1 R-0 R-19 Floor R-Value. . . . . . . . . 11.0 -----------X--------- � AIRCONDITIONER. . . . . . . . . . . . . 9.7 EER 16.0 EER. . . . . . . . . . . . . . . . . . . . . . . 10.0 IX-------------------- I HEATING SYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 6.8 IX-------------------- I WATERHEATER. . . . . . . . . . . . . . . . 0 .88 0.96 Electric EF. . . . . ... . . . . . . . 0 .90 1 ----X---------------- 1 0.54 0.90 GasEF. . . . . . . . . . . . . . 0 .00 1 --------------------- 1 0 .40 0.80 Solar EF. . . . . . . . . . . . . . I --------------------- I OTHERFEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: Signature: Qa ,&. JtQ.c-4�1' Date: Y-15--4r City/L'ipQ9tC6p1VW1Lj4 32.2.1 to Florida Eifergy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 73 SL 1 BUILDER: CENTEX AND ADDRESS: 1323 LINKSIDE DR PERMITTING ICLIMATE ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 31_I OWNER: CENTEX PERMIT N0. JURISDICTION NO.261100 CK 1. New construction or addition 1. New Construction 2. Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3 . 0 4 . If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq.ft. ) 5. 1469.00 6. Predominant eave overhang (ft. ) 6. 1. 33 7 . Porch overhang length (ft. ) 7 . 5 .00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 134 .00sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 114 .00 ft b. Wood, raised (R-value, area ) 9b.R=11.00 , 380.00 sqft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=13.00, 1493.00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=13.00, 173.00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 868.00sgft 12 .Air distribution systems a. Ducts ( Insulation + Location) 12a. R= 6.00 , uncond 13.Cooling system 13. Type: Central A/C EER: 10.00 14.Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0.90 16.Hot Water Credits: (HR-Heat Recovery, 16 . DHP-Dedicated Heat Pump) 17 .Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 99.67 a. Total As-Built points 19a. 28140.66 b. Total Base points 19b. 28234 .78 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: compliance in accordance with Section DATE: S"-/s-9553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. n OWNER/AGENT: BUILDING OFFICIAL: DATE: '5-( S-9S- DATE: - Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 73 SL 1 BUILDER: CENTEX AND ADDRESS: 1323 LINKSIDE DR PERMITTING JCLIMATE ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 31_1 OWNER: CENTEX PERMIT NO. JURISDICTION NO.261100 CK 1. New construction or addition 1. New Construction 2. Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3. 0 4 . If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq. ft. ) 5. 1469.00 6. Predominant eave overhang (ft. ) 6. 1. 33 7 . Porch overhang length (ft. ) 7 . 5.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 134 .00sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0 .00 , 114 .00 ft b. Wood, raised (R-value, area ) 9b.R=11.00 , 380.00 sqft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=13.00, 1493.00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=13.00, 173.00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 868.00sgft 12 .Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 uncond 13.Cooling system 13. Type: Central A/C EER: 10.00 14 .Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15 . Type: Electric EF: 0. 90 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17 .Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19 . 99.67 a. Total As-Built points 19a. 28140.66 b. Total Base points 19b. 28234 .78 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: (t aX,.AQ aLQ"._) compliance in accordance with Section DATE: S-15-.9S' 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: CAA&4Q.&w BUILDING OFFICIAL: _ DATE: IS-( T,9 S' DATE: ******************************************************************************* SUMMER CALCULATIONS ******************************************************************************* BASE ___ __= AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------------------------------------------------------------- S 84 . 00 65.8 5527 .2 DBL CLR S 10.0 66.2 .93 617 .3 DBL CLR S 10 .0 66.2 .93 617 .3 DBL CLR S 9 .0 66.2 .92 546.6 DBL CLR S 35.0 66.2 .94 2178.0 DBL CLR S 10.0 66.2 . 77 509.7 DBL CLR S 10.0 66.2 . 77 509.7 W 50.00 65 .8 3290.0 DBL CLR W 5.0 79. 7 . 65 260.3 DBL CLR W 15. 0 79.7 .97 1155.6 DBL CLR W 15 .0 79.7 .91 1083.9 DBL CLR W 15.0 79.7 .91 1083.9 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS + GLASS AREA AREA FACTOR POINTS POINTS I POINTS --------------------------------------------------------------- ------------- . 15 1,469.00 134 .00 1.644 8, 817.20 14,499.03 8,562 .48 NON GLASS------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 1493.0 .9 1343 .7 Ext Wood Frame 13.0 1493.0 1.50 2239.5 Adj 173.0 . 7 121. 1 Adj Wood Frame 13. 0 173 .0 .60 103.8 DOORS---------------- Ext 21 . 0 6. 1 128. 1 Ext Wood 21 .0 6. 10 128. 1 Adj 18.8 2 .4 45 . 1 Adj Wood 18.8 2 .40 45. 1 CEILINGS------------- UA 868 .0 .6 520.8 Under Attic 30.0 868.0 .60 520.8 FLOORS--------------- Slb 114 . 0 -37. 0 -4218. 0 Slab-on-Grade .0 114 .0 -41.20 -4696.8 Rsd 380.0 -4 .0 -1516 .2 Rsd Wood Adjacent 11.0 380.0 .70 266.0 INFILTRATION--------- 1469.0 8 . 0 11752 .0 Practice #2 1469 .0 8.00 11752 .0 TOTAL SUMMER POINTS I 22,675.65 18,921.00 TOTAL x SYSTEM = COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 22,675 . 65 .37 8, 389 .99 1 18,921.00 1.00 1. 100 .340 1.000 7,076.45 WINTER CALCULATIONS BASE ___ __= AS-BUILT GLASS---------------- ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------------------------------------------------------------- S 84 .00 -10.6 -890.4 DBL CLR S 10.0 -28.4 .97 -275.5 DBL CLR S 10.0 -28 .4 .97 -275.5 DBL CLR S 9 . 0 -28.4 .96 -246.2 DBL CLR S 35.0 -28.4 .97 -967 .5 DBL CLR S 10 .0 -28.4 .87 -247 . 1 DBL CLR S 10.0 -28.4 .87 -247 . 1 W 50.00 -10 . 6 -530.0 DBL CLR W 5.0 -9.2 .03 -1.3 DBL CLR W 15.0 -9 .2 .90 -124 .2 DBL CLR W 15 .0 -9 .2 .74 -101.7 DBL CLR W 15.0 -9.2 .74 -101.7 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1,469.00 134 .00 1.644 -1,420.40 -2, 335 .71 -2,587 .67 NON GLASS------------ AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 1493.0 2 .2 3284 .6 Ext Wood Frame 13. 0 1493 .0 3.40 5076.2 Adj 173.0 3 .6 622 .8 Adj Wood Frame 13.0 173.0 3. 30 570.9 DOORS---------------- Ext 21 .0 12 . 3 258. 3 Ext Wood 21.0 12 .30 258.3 Adj 18.8 11.5 216.2 Adj Wood 18. 8 11.50 216.2 CEILINGS------------- UA 868 .0 1 .2 1041.6 Under Attic 30.0 868.0 1.20 1041.6 FLOORS--------------- Slb 114 .0 8.9 1014 .6 Slab-on-Grade .0 114 .0 18 .80 2143.2 Rsd 380. 0 1.0 364 .8 Rsd Wood Adjacent 11.0 380.0 3.60 1368.0 INFILTRATION--------- 1469.0 7 .4 10870.6 Practice #2 1469.0 7 .40 10870.6 TOTAL WINTER POINTS 15, 337 .79 18,957 .33 TOTAL x SYSTEM = HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS ( COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 15,337 . 79 .55 8,435.79 1 18,957 .33 1.00 1. 100 .500 .950 9,905.21 ******************************************************************************* WATER HEATING ******************************************************************************* BASE ___ __= AS-BUILT ------- ------------------------ - NUM OF x MULT = TOTAL I TANK VOLUME EF TANK x MULT x CREDIT TOTAL BEDRMS RATIO MULT ------------------------------------------------------------------------------- 3 3803.0 11,409.00 40 .90 1 .000 3719.7 1.00 11, 159.00 ******************************************************************************* SUMMARY ******************************************************************************* BASE ___ __= AS-BUILT COOLING HEATING HOT WATER TOTAL ( COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 8390.0 8435 .8 11409.0 28,234 .78 7076.5 9905.2 11159 .0 28, 140.66 ***************** * EPI = 99 .67 ***************** ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 99. 7 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 ---------------------------------------X- 1 The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . .Double Clear -------------X------- I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 I --------------------XI R-0 R-7 Wall R-Value. . . . . . . . . 13. 0 I --------------------XI R-0 R-19 Floor R-Value. . . . . . . . . 11.0 ( -----------X--------- I AIR CONDITIONER. . . . . . . . . . . . . 9. 7 EER 16.0 EER. . . . . . . . . . . . . . . . . . . . . . . 10 .0 IX-------------------- I HEATING SYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 6.8 Ig-------------------- I WATER HEATER. . . . . . . . . . . . . . . . 0.88 0. 96 Electric EF. . . . . . . . . . . . . . 0.90 I ----X---------------- I 0.54 0 .90 Gas EF. . . . . . . . . . . . . . 0.00 I --------------------- I 0.40 0.80 Solar EF. . . . . . . . . . . . . . I --------------------- I OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address:�a�(�y�► anoi,,'� �r•� , Signature:_Q-aW ,-' Date: -/�•QS' city/zipQaal� Florida E ergy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 s SERIAL # 5411 * RESMANUJ(c) WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING EPI92-FLA/RES(c) DATA FILES (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A. ) ------------------------------------------------------------------------------- NAME :73 SL 1 ADDRESS : 1323 LINKSIDE DR CITY :ATLANTIC BEACH, FL 32233 OWNER :CENTEX BUILDER :CENTEX Conditioned Floor Area : 1469 SF * Climatic Conditions & Design Conditions ---------------------------------------------------------------------------- Geographical Location : Florida I Jacksonville ---------------------------------------------------------------------------- North Latitude / Elevation 30 Deg. / . 24 Ft. Above Sea Level Outdoor Winter Dry Bulb 32 Deg. F Indoor Winter Dry Bulb 70 Deg. F Winter (Actual) Temp.Diff. 38 Deg. F Winter Temp. Diff. (wTd) 40 Deg. F Outdoor Summer Dry Bulb 94 Deg. F Outdoor Summer Wet Bulb 77 Deg. F Outdoor Summer Humidity Ratio 114 Indoor Summer Relaltive Humidity 50% Indoor Summer Design Grains / Lb. 49 Indoor Summer Dry Bulb 75 Deg. F Indoor Summer Wet Bulb 62 .3 Deg. F @ 64 Gr/Lb Summer Daily Range 19 Deg. F - L Summer (Actual) Temp.Diff. 19 Deg. F Summer (User Sel) Temp.Diff. (sTd) 20 Deg. F ---------------------------------------------------------------------------- * HEATING SUMMARY * * COOLING SUMMARY * ------------------------------------------------------------------- SUBTOTAL 22013.45 STRUCTURE SENSIBLE 11796.92 MECH.VENT- 200 Cfm 4180.00 SENS. + MECH.VENT : 15976.92 TEMP.SWING @ 3 DEG. : 1.00 OCCUPANT/APPLIANCE 3000.00 DUCT LOSS 1100.67 DUCT GAIN 1897 .69 TOTAL LOSS/BTUH 23114 . 12 TOTAL SENSIBLE 20874 .61 TOTAL LATENT 13010.67 -------------------------------------------------------------------- 20% OVERSIZE FACTOR 4622 .82 20% SENS.OVRSZE FTR: 4174 .92 ACTUAL + 20% OVERSIZE: 27736.94 ISENS. + 20% OVERSIZE: 25049.53 -------------------------------------------------------------------- * EQUIPMENT SELECTION * -------------------------------------------------------------------- EQT. MANUF. MODEL # TYPE HTG INPUT HTG OUTPUT AFUE/HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE (S)EER CLG CFM HTG CFM -------------------------------------------------------------------- * L O A D C A L C U L A T I O N TYPE Inside Shade Sc Area Loss/Btuh Gain/Btuh GL A S S---------------------------------------------------------------------- West Double Clr Drapes/Blinds 1 5.00 145.00 230.00 West Double Clr Drapes/Blinds 1 15.00 435 .00 690.00 West Double Clr Drapes/Blinds 1 15.00 435.00 690.00 West Double Clr Drapes/Blinds 1 15.00 435.00 690.00 South Double Clr Drapes/Blinds 1 10.00 290.00 250.00 South Double Clr Drapes/Blinds 1 10.00 290.00 250.00 South Double Clr Drapes/Blinds 1 9.00 261.00 225.00 South Double Clr Drapes/Blinds 1 35.00 1015.00 875.00 South Double Clr Drapes/Blinds 1 10.00 290 .00 250.00 South Double Clr Drapes/Blinds 1 10.00 290.00 250.00 Infiltration : Winter Htm ( 33.04 ) x 134 .00 4427 .36 Infiltration : Summer Htm ( 8.69 ) x 134 .00 1164 .46 --------- --------- --------- Window Frame : Metal SUBTOTALS: 134 . 00 8313.359 5564 .46 R-Value Area Loss/Btuh Gain/Btuh WA L L S---------------------------------------------------------------------- Wood Stud - Ext. 13 1493.00 4777 . 60 3284 .60 Wood Stud - Adj . 13 173.00 553 . 60 259.50 --------- --------- --------- SUBTOTALS: 1666.00 5331.20 3544 . 10 D0 0 R S---------------------------------------------------------------------- Solid Core/Wood - Ext. 0 21.00 598.50 266.70 Solid Core/Wood - Adj . 0 18.80 417 . 36 78.96 Infiltration :Winter Htm( 33.04 ) x 39.80 1314 .99 Infiltration :Summer Htm( 8.69 ) x 39.80 345.86 --------- --------- --------- SUBTOTALS: 39.80 2330.85 691.52 CE I L I N G S---------------------------------------------------------------- Under Attic 30 868.00 1128.40 1388.80 FL 0 0 R S-------------------------------------------------------------------- Slab on Grade 0 114 .00 Lin.Ft. 3693 .60 000.00 Raised Wood - Adjacent 11 380.00 Sq.Ft. 1216.00 608.00 --------- --------- --------- SUBTOTALS: 114 .00 Lin.Ft. 4909.60 608.00 SUBTOTALS: 380.00 Sq.Ft. * TOTAL STRUCTURE SENSIBLE ------------------------------------------------------------------------------- 22013.45 18976.92 ------------------------------------------------------------------------------- 14 23 CONY . FRAME GABLE T6 4' A L?A T7G C ' LfO C N T B mnjCIO 4�J bA m co T9 �) CO T9A LCA T10 T11 T 12 T5 .8„ T T5G T3 T2 CENTEX N PLAN 3705 ELV . A/C TiG g21 ' ----�-{ 37 ' �� Job: (4-3599) LOT TIG * GABLE THIS--DWG.-PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 80T CHORD 2X4 SP #2 WEBS 2x4 SP #3 N BRGILOC UPLFT (LB): 07 ° '200 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED = 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. OR FULLY OPEN --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift ------------------- -------------------------------------- *** UPLIFT *** I *** HANGER *** H5 = -455#(Jacks Only) I HUS26 - + 2751# -1286#(iOd 1ply) MTS12 - -1000# 1 HUS26 - + 3315# -15500(16d iply) MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -16600(IOd 2ply) MTT28B - -37860(2 Each) (10d)1 HHUS48 - + 5180# -2000#06d 2ply) MTT28B - -44550(2 Each) (16d)I HGUS48 = + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#06d 2ply) CS150 -1650#(Each) I HGUS5.5- +11335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 4' 4 ' --� T3X4 Q 6t7 z 0 Cxj 2X4 (01) ��X�(D ) 8 R=94 plf W=8' TAG = T10 SED: 61437 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV. 17 .2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 12/12/94 T C L L 30 . 0 PSF REF * IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND III �n TC DL 7 . 0 PSF DATE 12/12/94 DEVIATION FRO Ii OE SIGN OR THESE SPECIFICATIONS. OR ANY DHACING. SEE HIB-9f BY TPI. SEE THIS DESIGN Y US f � 'v FAIIUFE TO UJl U IHUSS IN CONFORMANCE WITH OSTBS BY Il)l. IUH ADDITIONAL SPECIAL PERMANENT BRACING TIE , O� ALPINE Cl NNLC7'RS AIL VMAOE OF 20GA GALV. STEEL MEETING 4 M U11:111' MINIS UNLESS OTHERWISE INDICATEIT TOP _ - BC DL 10 •0 PSF DRWG (O A44L L 1 LX" AS A' Y CONNECTORS 70 EACr rA U -DUH S A L BE LATLRALLY BRACED MI PRUPL I 5606 1 OI IMI Ouu.)ON IHI5 LL SIGN i'USI 1104 Y A SAL leo PI YWOOD SHLAua NC. u011U L UHO W BC LL O .0 PSF NPpW \/\\ CUNNI C10 H 71AWIN .; ITU. 1-10 L 1GOA I. 01'SIGN SIAN ARII II I I 001HI_Y AIIACHED RIGID CLTL1rG - SEE STATE OF TOT LD 47 . 0 PSF 0/A LEN. 8-0-0 \\\U\ V GCN•UI1- n/A•rr 'A," VI V:S;.NS Ur NUS S iFI AN LNG I.I Ar M1I fLCIINICAL UPUATE (1/1/911 1 0'I HDf"il Q.'` SLA, 0% •,1'. 1••An NG ••'r,I;S IU Ir¢ COMPGNENI DI•+1C11-i: r I•Yn A1I APPLICATION. FURNISH A CGI'Y 01 _ s ko Riot, Q DUR.FAC. 1 . 33 I♦ :, ;7 U;1ON 11 "Y G1,¢4 A :u=:Gr+ iD IIIE TRUSS LRPCTION CONIt•ALiII'• GINEEA5, cr)ArTnlc 0A 0 r1nAh I Job: 4- 599 LOT T1 ' COMN GIRDER THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 280 280 WEBS 2x4 SP 03. BRG.LOC (FT): 0.00 7.71 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THIS GIRDER DESIGNED TO CARRY 07-00-00 TRUSSES FRAMING TO ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) BOTTOM CHORD FROM ONE SIDE AND 02-00-00 FRAMING TC/BC SPLIT --------------------------------------------------------------- FROM OTHER SIDE. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)=Gravity (-)=Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. *** UPLIFT *** I *** HANGER *** H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1ply) MTS12 - -1000/ 1 HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 4299# -1660#(104 2ply) MTT28B - -3786#(2 Each) (104)1 HHUS48 - + 51800 -2000#(16d 2ply) MTT28B - -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -39450(164 3ply) --------- -------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 4' 4' ---� T 4X4 Ih 6 P 1 N2X4 (A S) X4 (A 1) 4 3 8' 1 X4 8' 8' R=819# W=3"8 R=819# W=3"8 TAG T21 SED: 61441 PLT, TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV. 17.2m SCALE =0.5000 At PINE ENGINEERED PRODUCTS. INC. IRuSSES RE DUIHE EKIRE ME CARE 12/12/94 TC LL 30 .0 PSF REF *I MP 0 R T A N T*x SHALL NOT BE RESPUNSIBIE FOR ANY WARNING IN HANDLING, ERECTION AND DEVIATION FROM IRIS ULSIGN OR THESE SPECIFICATIONS Oil ANY BRACING. SEE HIB-91 BY IPI SEE THIS DESIGN SUS e TC DL 7 .0 PSF DATE 12/12/94 1AILUkE ID Will 1,,L TRUSS IN CUNI.ORMANCE NI III OSIBB BY TPI. FOR AOOIr10NA1 SPk CIAI PERMANCNI BRACING RE Al1INL LUNNICIOR' Alii. MAl7- (1 73fA UAIV SIE IING ASTM UUIREMENIS. UN ESS IIII1,11iliSl. INUICAli i7 IOP _ _ BC DL 10 .0 PSF DRWG n 1, G.i B I XUPI I A b Nu A-111,. J NNFC i UHS J AL. ,Ac:: 0, CHORD SHALT Br I A 1!,In r fau-u A .1h, P,WPe H 5606 _ N IH .- AND LM I mS UI i '-IS ll'Ailll ON 1 li'+ OI';:LN, I1Uh111ON JY AIIACHI.D TIYMUDD SIlI-AIRING, .IOIIUM CHORD BC LL 0 •0 PSF `�� LUNNII:Hue;ILH 01 11Nl.I 111. 1!M N 16UA I ,n.l,+ ;IANIInHD+; Willi PRDPLRIY ATIACIaH HIGIO Cl u INr, nt STATE of TOT LD. 47 . 0 PSF 0/A LEN. 8-Q-0 l:)N 17-M /Ai LAITl IHOONSLINOS A :,I AN C, NIIR'S AIPINL TECIINICAI u'llAl WI/11; IUR PRUPLR N.A ON TRI! O A G 1 1:1 t CO,IUNiNI 0I(' I IE IIRYMALL API' ;LAI!ON I lliljA (011 UI- IIIIS t0RIO,, eP.= OUR.FAC. 1 . 33 11� iN Y nsJ ...A . .,. 11 r1 uIS1GNl0 il, Ucu'1 �CINEFPs, CnArrNIC CCC ARn\/F runt_ nmmn Job: 4— 599 T T2 21' HIPS 7'SB THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N : T2 2x6 SP #1 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 850 840 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 20.71 TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift --------------------------------------------------------------- *x* UPLIFT x** I **x HANGER x*x H5 = -455#(Jacks Only) I HUS26 - + 2751# -12860(104 1ply) MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 EaCh) I HHUS48 All + 4299# -1660#(100 2ply) MTT288 - -3786#(2 Each) (10d)1 HHUS48 - + 5180# -2000#(164 2ply) MTT28B - -4455#(2 Each) ((164)1 HGUS48 = + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -2650#(164 2ply) CS150 - -1650#(Each) I HGUS5.5= +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 21 ' 7' �T�--7 7 T 6X8 (R) T2 r6X6(R) c� 1 .5X3 1 .5X3 O 6 p-,- 4X5 (A2) -,-4X5 (A2) 4X5 (A2) X4 4X4 3X7 21 ' - —� 21 ' 2' �- ---7 7 7 -----{ R=2105# W=3"8 578# 578# R=2105# W=3"8 TAG = T7 SED: 61445 PLT . TYP.-ALPINE_ DESIGN CRIT=TPI QTY = 1 TOTAL = 1 REV. 17.2m SCALE =0.2500 AU'INC LNGINLFRLD PRODUCTS. INIC. IRDSSLS 11111111111 1x1111141 CARE 12/12/94 TC LL 30 . 0 PSF REF x*IMPORTANT** S„ALL NO( (It PESPONISIBLE FOR ANY WARNING IN HANULING, LRECTION AND DEVIATION FROM IHIS DESIGN ON T11ES1 SPFCIFICA11ONS, OR ANY BRACING. SEE HIB-91 [IY IN SEF ]HIS DESIGN tus f r TC OL 7 .0 PSF DATE 12/12/94 `AIIUAL TO BUILD Ill, 7HLi'. IN CONI0I4MANC1 W:fH OS(BB BY IPI IUR AlAII(IONAL SPLCIAI PLIIMANINI OHACING RE r� AIPINL CONN(CIUilt; A111 M.AJ OI l(;:;A LAIY .`.1111 M!.(ZING ASIM U'JIRIMI, iNIS UNLISS() ,,RWI`.i1 (NGWAIID. IOP _ BL. OL 10 • 0 PSF ORWG O\\V_ naat;GN n txaa l•l n; n,ul r, nr.`. a anrl(lAl:i Ill r.11u lu :,Ilnn uC IAll llnllr mnc: l .1 111 010"L 11 5606 `, PSF NPW I� 11111.1'.1 AND UNI I!,:, 11111,Pw I:i1 101,A!I11 UN !1,.., 11,SIGN. PUSI IIUN I At IAl:11111 PI YWUUI/S"I At NU, RJIIUM 1,10',L) = ✓! _ BC LL CDNNECIDRS ill”0—tif is 1:11). 1!." S :60A ( JES(GN S(ANJANDS 111P1 PROPERLY ATTACIiLU I1IG10 CHI INC, -- SLE STATE OF TOT .L0. 47 . 0 PSF 0/A LEN 21-0-0 CONI ORM ./AI X OVi TUNS n0 s II ' AN rNGINECW S A. In TECPNICA, UPOAlt I//1/9:; ON PROPER P Q '] srA! ON IHIS D' A. n p 10 CJ- DA N OL"ICTE0"(W iWY A(L APPI ICArION r%ls A I01;1 u :Hls �OATO Q-; OUR.FAC. 1 .33 �)\ IN uti,r, Al.; r. ld WAY w.!u,n ro 1,11. u1,155 F. .1N t-.;n�unLuul GINEE9�',`" SPACING SEE ABOVE ITYPF hips Job: 4-3599 LOT T3 21' HIPS 9'SB THIS OWG. PREPARED FROM COMPUTER INPUT LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. y TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 470 460 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 20.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED = 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. OR FULLY OPEN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ------------------------------------------------------ TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)=Gravity (-)-Uplift ------------------- ------------------------------------------- *X* UPLIFT xx* I *** HANGER *** H5 - -455#(Jacks Only) I HUS26 - + 27510 -1286#(10d ;ply) MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -16600(10d 2ply) MTT28B - -3786#(2 Each) (SOd)I HHUS48 - + 5180# -2000#06d 2ply) MTT28B = -4455#(2 Each) (16d)I HGUS48 - + 6640# -21990(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 91 - 3' —1� 9, 4X5 (R) 4 X (R) T m 1.5X3 1.5X3 O 6 F,;- Q 3X4 (A i) 3X4 (A i) 8 3X4 3X4 3LX4 21 21 —I— 2 —I R=114O# W=3"8 R=1140# W=3"8 gg 5E0: 61448 PLT. TY -ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE E%TPEME CARE 12/12/94 TC LL 30 .0 PSF REF )()(IMPORTANT)(*SIIALI NOI SE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND Of VIATION FROM 11115 ULSIGN Oil Il It SE SPECIFICATIONS, OR ANY 1311ACING. SEE HIB-91 BY IPI. SEE IMS OLSIGN �uc� e TC DL 7 .0 PSF DATE 12/12/94 R \ fP\ IAt,will IU Ifllll 11 [,-I 111,1::'. IN CON,U11MANCI Nl It U!;](1! IIY 111 11111 A001IIONAI SPI(:IAI III 14MANI NI QI,ACING"It \\ \U^VIv Al MINI I:UNN11.10M. A111 MAIM 111 ;'06A (;AI V :i 1111 MI I T INT. t�',IM Wil 1111MI.NIti CNII:i!i itI11111Mt'.,I INJ)ICAII'�) 1UI1 _ BC DL 10 O PSF DRWL O\\V_ A4e6 G.. 1• i.ACt 1,1 AS NUI,U APO,Y LGNNt C1 LHS l0 1AL,,�A..: 0, L,10140 StIALL OF LAILHAI:Y wmGcu N11,, 1-J,11-A 5606 _ /-• IRLISS AND UN,.L`.iS O;„k1ISF. IOCA11.11 ON 11111.;IIISIGN, 1'US!I:ON LY ATIACHEO PLYNOOU S,1EAIr11NG, lfOIIOM C,1URU _ _ BC LL 0 .0 PSF NPW CUNNF(IOI' 41k;4 U n GS tIJ U 6 160A f ULSIGN S1AN 1'.1 Willi PROPERLY ATTACHE') RIGID Ck I ING SI.i - STATE OF _ TBT LD. 47 . 0 PSF O/A LEN 21-0-0 CON C:, /A 1. + v _ UN: ) N"5 e t 1. An NG N n.PINE tE OiNI GL UROAI 1//;/911 U'+ Ru't.R s CO gIOP R 9 A 1 'J I [U Ni UI I(:,I) ti .1RYNA,._ APPI ICA)ION N . A .() U1 I.11= Q DUR FAC 1 33 :nhv'y I :,IGH U In, IRu`,S UN CONI d. INE E95 CDAr T NJ �)A In Tvn[- h i nS Job: (4-3599) LOT T4 21 ' LITE STOR. THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x6 SP #2 N UPLIFT (LB): 470 460 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 20.71 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5,00 PSF (BOTTOM) . A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24` O.C. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)Uplift --------------------------------------------------------------- *** UPLIFT xx* I xxx HANGER xxx H5 = -455#(Jacks Only) I HUS26 - + 2751# -1286#(104 1ply) MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#(100 2ply) MTT28B - -3786#(2 Each) (10d)1 HHUS48 - + 51800 -2000#(16d 2ply) MTT28B = -44550(2 Each) (16d)I HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#06d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#06d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �--- 10'6" -T 10 '6" 4X5 (R) m 1.5X3 1 .5X3 3X5 (A 1) 3X5 (A i) e X 4X5 3X6 �- 2 21 ' -�- 2' R=1770# W=3"8 R=1770# W=3"8 TAG T9 SED: 61450 PLT. TYP.-ALPINE DESIGN CRIT=TPI _OTY = 4 TOTAL = 4 REV. 17 .2m SCALE =0.2500 AI PI- E- INEEREO PROHUCIS. INC. TRUSSES REGUIRE E%TRLML CARE 12/12/94 TC LL 30 . 0 PSF REF 2 X*IMPORTANT)(*:i11A11 NO I OE 1ESRUN51111( 1011 ANY WARNING IN IIANOL ING, ERf CI ION AND Ili VIAI ION I 140m 1 i-, III!, ,N DR RILSL 511IC111CAI IONS UR ANY IWA(INi, S(I. 111D III by D i. !;Lt: Du., DI SIGNAU TC DL 7 . 0 PSF DATE 12/12/94 VA\ IAll URL IU 0 I) 111 TRUSS IN CUM ORMANCL MI III OSlbb HV IPI. 1011 AI7:II IIONAL SPLCIAI ILliMANFNI HIIALING RI ' S f '. p \Unvly A,PIN! CONK l AMAJ I, ,1; I. UI 20CA GALV SIL 'l . : Mir IINL ASTM ll ' M'NIS UNLESS OTHLRWISF INUICAI•U IOP - - BC DL 10 . 0 PSF DRWG O A44L GA D i.% - i I-L AP,'tY CONNECTORS IO iAUtl IACf U, L,10.4,' All UL I.AILRAttY URACLIi nil, I�.WtP _ 5606 _ IRUSS AND UN ', KISL _OCAIEO ON 1HIS O(SIGN, PU IION Y A' ACHED PLYWOOD SI(EADIING, bOi'OM C,iU70 BC LL 30 • 0 PSF NPW CONN-CION- I ). ..SCS 13-. 50 6 160A F UESIGn STAti7AlOS M 1 HU fR1Y Aii4CHE❑ RIGID CEI.I NL SEE STATE OF _ TOT.LO. 77 . 0 PSF O/A LEN. 21-0-0 CONI OR. /A :1. GV SID`S OF NUS 6 h1l AN ENGIN! II S # (LHN.CAL UPOATt (%/1/911 FO'- d.IU1'FN P P SIA. ON Ire,.. A...t, 1-1P, U Tru, COM110NINi ,Ii11C'1:I I'1-I1 11— -i'l I(:AliON -UIINISI. A CO v U IS 3` EO RTO Q': DUR FAC. 1 . 33 .ID .nISS IRLC1101 ccN pini:ri,,; GINEEAS .. gQArTNIr, 7d In TVOC rmmn Job: (4-3599) LOT T G ' GABLE THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 42 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 42 N UPLIFT (LB): gg fL WEBS 2x4 SP 43 BRG.LOC (FT): C`oo UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED = 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. OR FULLY OPEN --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24M O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)=Uplift --------------------------------------------------------------- *** UPLIFT *** I *** HANGER *** H5 = -455/(Jacks Only) I HUS26 = + 27514 -1286#(10d iply) MTS12 - -10004 1 HUS26 - + 33154 -15504(16d 1ply) MTS12 - -20004(2 Each) I HHUS48 - + 42994 -16604(10d 2ply) MTT288 - -37864(2 Each) (10d)I HHUS48 - + 51804 -20004 (16d 2ply) MTT288 = -44554(2 Each) (16d)I HGUS48 - + 66404 -21994(10d 2ply) MST60 - -46884(Per 2ply) I HGUS48 - + 80004 -26504(16d 2ply) CS150 - -16504(Each) I HGUS5.5- +113354 -39454(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS T 3X4 Q 6 O N 2X4 (D I) �X4 (D ) �10' --W 4 8 R=94 p1f W=B' TAG = T14 SED: 61454 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = i TOTAL = i REV. 17.2m SCALE =0.5000 AT PINE "GINEEREO PRODUCTS. INC TRUSSES IIEDl11RE EXTREME CARE 12/12/94 TC LL 30 .0 PSF REF **IMPORTANT X* !i11All NUI IIL IIL5PUNSIUIt FOH ANY W A RN I N G IN HANUL ING. ,PLCI ION ANO gc."6�'s DEVIATION IHOM TATS Ill`IGN UR HAST SHECIF ICA I IONS, ON ANY ARRC I NG StL HI8-J1 UY IPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 12/12/94 FAILURE ID 80110 11+1 TRUSS IN CUN)O,4NANC1 HITH UST88 BY IPI. 'UH A:IUIIIONAI Y'LCIAI 004MANLNI IIRALING RE 'AIPINL CUNNILI A,, A H ;' IAV %ILLI. MEETING ASIM. ;I IHI MI NISUNl l:ii UIIILRXISE INUICAILU, IOP - BC DL 10 0 PSF ❑RWG A446 GH U CML A N.' 1) AY NNICI0:AS 10 EACH FACE 01 C GT' SIIAII OL I AI;HAI IY HHAL: U MI IH PRUNER _ _MUSS AND ITN( U IS U A'1 ) )N liS UI SIGN. POSITION AAI:,ILU PI YIT till[AHIINL 1JOI IOM CHORDBC LL 0 .0 PSF NPoW CUNNI CIO"';, , I,G 1C: 6 OA 1 U1SIGN SIANDAHni 1111 ,o1I`1_Y AIIALI,'H HIG:O CF II ING - SLL TOT.LD. 47 .0 PSF 0/A LEN. 0-0-0 COWOIM /AI 1A1U S U J hl' C 7P. ANCNGINLLR S A PIN ICINILAI U1:0.1, 1//1/9:1 1-UR PROPERSIA 0' I .S J i, n y . t.0 ;UN.NI ni IC ICO HL HC ❑ YM n., A'�; LAI J' „H N!% A LJPY OF $HIS OUR.FAC. 1 . 33 nA,., A.. .1. 1. L,� :N ANY u..,1 MAY I %Ic.N H; I., +v%. :,1 Ci.UN i;,NI Int TOR I .••• gPArTnlr, Pa (I TVUC r10ah 1 JO b: 4-359 LOT T5 8' COMN THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 230 340 WEBS 2x4 SP 03 BRG.LOC (FT). 0.00 6.38 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED = 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. OR FULLY OPEN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS CONTRACTORS WARNING: (+)-Gravity (-)=Up l i f t THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS --------------------------------------------------------------- AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING *** UPLIFT xxx I **x HANGER *** INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY, H5 = -455#(Jacks Only) I HUS26 = + 2751# -1286#(10d 1p y) MTS12 - -1000# 1 HUS26 = + 33150 -1550#06d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) MTT28B - -37860(2 Each) (10d)I HHUS48 - + 518001 -2000#(16d 2ply) MTT28B - -4455#(2 Each) (16d)I HGUS48 - + 6640# -21990(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 = -1650#(Each) I HGUS5.5- +11335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 4' -4- 5X6 m v (U 6 2X4 (A i) X4 (A 1) 4 310' 1.5X3 1 .5X3 �---- 6 8 1_ 1 '4 l --2 8 2 ---1 R=428# W=3"8 R=630# W=3"8 TAGG = T16 SEO: 61456 PL7. TYP.-ALPINE DESIGN CRIT=TPI OTY = 3 TOTAL = 3 REV. 17.2m SCALE =0.5000 A.PINE ENGINEERED PRODUCTS, INC IRUSSES REQUIRE E.IREME CARE 12/12/94 TC LL 30 .0 PSF REF *I MPO R T A N T**S11AEI NOT BE RESFIONS18LE FOR ANY WARNING IN HANOI ING. ERECTION AND t DEVIATION FROM IMS DESIGN OR T1,LSE SPECIFICATIONS, OR ANY BRACING. SEE 11111-91 BY 1P1. SEE IRIS DESIGN mus F1 TC DL 7 .0 PSF DATE 12/12/94 FAILURE TO BUIIO Tl,iTRUSS IN CONFOHMANCE WI1n OSTB8 BY IPI. FOR ADJIIZONAL SPECIAI PERMANENT BRACING REALPINE CONN.CIORS A111 MADE OF ?O;:A GAIV SIE L; MEETING ASTM CUIH[MINIS UNLESS UI,IIRWISI. INDICATED, TOP _ BC DL 10 . 0 PSF DRWG A446 GR B E%C.PA' nJ G a ' CUNNiCWO1 10 [ACH FACE Ur C„ORJ 1 AIL i_ 1A1 RA,IY O,IALEO WE It, PROPER 5606 _ BC LL 0 0 PSF NPW TRUSS ANO UN 15' LI V^ ULA t 1 ON t , ,)tSIGN, POSITION IY AT IAL'D{1 YWOCiII S,LAl1IN 80(70, C1OR0 CONNECfOf.S it un N 1,u s lUtly J.:.I GN STANDARD~ „I la L 1 Y A c.-IT11L1)r.ILANC, SEE STATE OF TOT LD 47 .0 PSF 0/A LEN. 8-0-0 CON ORM N/A, 1! 1 V ,11\- h -•I nn ,NU N I IT'S n'I INl I CIIN IIn Jn WI/`it I 1 101411 Sr AI ON .,us „ N.... Un a n+ Wn,, cAI o,Nls„ 1 ;,-. u1 ❑ is ED V_ Q v' DUR FAC. 1 . 33 IN GN,Y An.I ti•1. v." .,. n 1. „ . W1 .:n .0 1 1 N n;N n[.�tr1 pS s GINEE ._. .. ... ... ,.._ .. .... ..,,,1` SPACING 24.0 TYPE comn ,lob: 4-3599 LOT T6 4' COMN RBC THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 360 350 .WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 13.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED = 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. OR FULLY OPEN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)=Gravity (-)-Uplift --------------------------------------------------------------- *xx UPLIFT *** I *x* HANGER *** H5 = -455#(Jacks Only) I HUS26 = + 2751# -1286#(10d 1ply) MTS12 - -1000# 1 HUS26 = + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) MTT28B a -3786#(2 Each) (10d)I HHUS48 - + 51800 -20000(16d 2ply) MTT288 - -4455#(2 Each) (160 1 HGUS48 - + 66400 -2199#00d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 7' 7' 4X5 m 5X5 6 F,- m 2X6 (A 1) N X6 (A I) Q 4.61 4"3 �B r 5X6 14' (--2' -+- 5`6" --3' 5'6" ----I-—2 --� (� 14' -� R=811# W=3"8 R=811# W=3"8 TAG = T23 SED: 61458 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL 1 REV. 17.2m SCALE =0.3750 ALPINE ENGINEERED PRODUCTS. INC TRUSSES REQUIRE EXTREME CARE 12/12/94 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE 1011 ANY WARNING IN HANDLING, LRECI ION AND DEVIATION FROM THIS UESIGN OR THESE SPECIFICATIONS. OR ANY UHACING. SEE HIB-91 BY TPI. SEE THIS DESIGN . us TC r TC OL 7 0 PSF DATE 12/12/94 IAl1URF 10 BUIIO IH, TRUSS IN CONFORMANCE WIHr OSTBB BY IPI. FOR ADDITIONAL SPECIAL PCRMANFNI BRACING RE (� AI.11\ DDNNkL10HS AHL MAUI 01 TOGA GAIY 51111 M I IIVI AS IM UU111iMINIS, UNLESS 01 LIIWIS: :NII LA U. 1041 _ - BC DL 10 O PSF DRWG A4-:L G ii t)( I AS NUND AOPI Y COXNE CIORS Gn A r: & nrORU SHALL BL I A I i 144,_Lr d n r.. W wR11 5606 _ 1,4,6-i AN[) UN L GI p ISI ULAHIt ON I'd,!, 11 f ID 1. r., CN I' I I N I1 At IACI'L0 P.YWOOO SILn 'N( 1 7 Cr1UC,10141)C,10141) W BC LL 0 •O PSF NPW )"I Illi 7.1AWIN i 1 .!10 A 11,UA I . dNu.+Ui nII PIiDPIRLY A11A IU RIG! ,,r: l r STATE OF TOT ,LD 47 . 0 PSF O/A LEN. 14-0-0 :0" Qi" ./At, :C""'I IDV SI.,\. It, N'S L Ill. t n., A IM II LINICAI. UPOA 11 Ir /i', U'r1 ON 'r.l U� N:: n 1:�. U 1,11 C0 01 NI -IC! ll 11 Wnll AP11i ICA1 ON I,— ) 1.. .1 S �0{TT.�p QP ` .'� n r•.. N;; 1 ,l,.N N r. -n Ic w Il ', GINEfa�' 24 0 - pec �, .� DUR FAC. 9 . 33 _ SPACING T YPF S Job: (4-3599) LOT T7G 37. GABLE RBC THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. + TOP CHORD 2x4 SP #2 N **WARNING! 1 UNPLATED JOINT(S)xW BOT CHORD 2x4 SP 02 N WEBS 2x4 SP 03 PROVIDE UPLIFT CONNECTIOtAT BEARINGS AS INDICATED. UPLIFT (LB): pD BRG.LOC (FT): 100-4 F ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED SEE DRAWING A115/R AND/OR 884,080 FOR FILLER DETAIL. OR FULLY OPEN --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift --------------------------------------------------------------- CONTRACTORS WARNING: xxll UPLIFT WI1x I xllx HANGER WxW THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(10(j 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -1000# 1 HUS26 - + 33150 -15500(16d 1ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTS12 = -2000#(2 Each) I HHUS48 = + 4299# -1660#(10d 2ply) MTT28B - -37860(2 Each) (100)1 HHUS48 - + 5180# -20000060 2ply) MTT28B - -4455#(2 Each) (160)1 HGUS4B - + 66400 -21990(lOd 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) i HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- 2 0,6W RE ERENCE HOLMES LUMBER QFj4g4.SHEET FOR UPLIFT/HANGJR DETAILS 3X5 11 b 3X5 v 5X5 m 3X4 0 3X4 6 [�;- 5X5 41 Ll 1_1 w I-, I'l U 61 A 11 3X4 (D 1) T X10' 5Xq T 1 .3X4 8' 8"4 4 4.61 2 X 2 —� X6 �---- 8'5"8 ---- —5'2"B T- 23 4 13'8" N►L 23'4" -I 5.6H T� 31 ,6„ _I f T 37' - -1 R=348# W=3"B R=678# W=3" R=106 Of W=23' 1" TAG T229 SEG: 67726 PLT. TY .-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV, 17.2m SCALE =0. 1875 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/29/94 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND n \ BEYIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN e1N fTC DL 7 •0 PSF DATE 12/29/94 FAT AIE TO BUILD IHE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM DUIRENENTS. UNLESS OTHERWISE INDICATED, TOP - BC DL 10 •0 PSF DRWG A446 GR 6 EXCEPT AS NOTEO. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - - TRUSS AND UNLESS OTHERNISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 •0 PSFNPW CONNECT DRS PEq DRANINGS 130. 150 C I60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RiG10 CEILING -- SEE TOT.LD. 47 .0 PSF O/A LEN. 37-0-0 CONFORM W/APPLICABLE PAOYISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPERSEAL ON THIS DRAWING APPLIES TO TME COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS � DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. , ` Q0ArTKir PA ITVDCsner Job: (4-3599) LOT T8 37' COMN RBC THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T4 2x4 SP #1 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 360 830 600 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 13.67 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED ALL PLATES ARE 3X4 EXCEPT AS NOTED. OR FULLY OPEN --------------------------------------------------------------- SEE DRAWING A115/R AND/OR 884.080 FOR FILLER DETAIL. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Up 1 i f t (A) 1X4 03 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO --------------------------------------------------------------- BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING xxx UPLIFT N** I xxx HANGER xxx MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1ply) j SUITABLE SUPPORT BY ERECTION CONTRACTOR. MTS12 - -1000# 1 HUS26 - + 33150 -15500(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MTT28B - -3786#(2 Each) (1001 HHUS48 - + 5180# -20000(16d 2ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTT28B - -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CONTRACTORS WARNING: CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS --------------------------------------------------------------- AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. 20'6" -}• 16'6" -� 5X5 3X5 3X6 m 3X6 (A) (A) T4 6 P 3X5 (A 1) X10' 3X5 (A 1) 2 1 .5X4 3X6 3X9 1.5X - ZW3 a 4.s1 -L 3X3 5X5 3X9 - 6'5"6 -}--5'2HB 23'4" _I 13'8" -}• 23'4" -� �N 5,6„ 31 -6" 37 ' -� R=503# W=3"8 R=2200# W=3" R=1081# W=3"B TAG T30 SEO: 67715 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 5 TOTAL = 5 REV. 17.2m SCALE =0. 1667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 12/29/94 - TC LL 30 .0 PSF R E F n2 X I MPO R T A N T 1f*SHALL NOT BE RESPONSIBLE FOR ANV WARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN1,1Vc�"eTT C DL 7 .0 PSF DATE 12/29/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTN OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP _ BC DL 10 .0 PSF DRWG A445 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BAACEO WITH PROPER 5606 _ 0 .0 PSF NP W TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL CONNECTORS PER DRAWINGS 130, 150 C 180A-F. DESIGN STANOA{IOS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ TOT.LD. 47 .0 PSF D/A LEN. 37-0-0 UUU uVV CONFORM M/APPLICABLE PROVISIONS OF NOS C TP:. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER L 0 RIS P P ` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q � DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. i GINEEa`',.`` ,.. ,, qAerTNr, Pa 0" TVPF suer J (4-3599) LOT T9 7' COMN RBC THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 350 820 620 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 12.67 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED - 100.00 MPH, MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 03 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO OR FULLY OPEN BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING --------------------------------------------------------------- MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS SUITABLE SUPPORT BY ERECTION CONTRACTOR. (+)-Gravity (-)-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. *x* UPLIFT *xx I **x HANGER *** MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) I HUS26 - + 2751# -12860(10d iply) MTS12 - -1000# 1 HUS26 - + 3315# -15500(16d 1ply) CONTRACTORS WARNING: MTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 51800 -2000#06d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#(10d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +il335# -3945006d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �— 20'6" —�- 16'6" --� 5X5 3X4 3X5 3X5 m 3X6 (A) 0 3X4 6 3X5 (A 1) X10' X X6 1 . X _F 3X5 (A 1) 2' 1 . X 3X5 3 — 12' 11" JXX 24 ' 1" — �N 37' N� R=687# W=3"8 R=1819# W=3" R=1319# W=3"8 TAG T31 SED: 67745 PLT. TYP.—ALPINE DESIGN CRIT=TPI OTY - 7 TOTAL = 7 REV. 17.2m SCALE =0. 1667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 12/29/94 T C LL 30 .0 PSF R E F 2 *IMPORTANT* SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN T C OL 7 .0 PSF DATE 12/29/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , ' ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP _ _ BC DL 10 .0 PSF DRW G AAAS GR B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER _ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD *5606 BC LL 0 .0 PSF NP W CONNECTORS PER DRAWINGS 130. 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF T O T.L D. 47 .0 PSF O/A LEN- 37-0-0 CONFORM N/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER C D RID* SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. Q �� DUR.FAC. 1 .3 3 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEH;�� ,.. QC)Af Tn1a 7e n17v0c RnPr JO (4-35991 T T A 7* COMN RBC THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T3, T4 2x4 SP 01 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 420 820 650 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 12.67 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. 11991 SBC) WIND SPEED = 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED (A) 1X4 03 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO OR FULLY OPEN BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING --------------------------------------------------------------- MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS SUITABLE SUPPORT BY ERECTION CONTRACTOR. (+)=Gravity (-)=Uplift ------------------- -------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24` O.C. KKK UPLIFT KKK I KKK HANGER KKK MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1ply) MTS12 - -10000 1 HUS26 - + 3315# -1550#(16d 1ply) CONTRACTORS WARNING: MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -16600(IOd 2ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT28B - -37860(2 Each) (10d)1 HHUS48 - + 5180# -2000#(16d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT28B - -44550(2 Each) 116d)I HGUS48 - + 6640# -2199#(10d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 - -46880(Per, 2ply) 1 HGUS48 - + 8000# -2650#(16d 2ply) CS15O - -1650#(Each) I HGUS5.5- +11335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 20'6" 16'6" — 5X5 T3 3x4 3X5 3X5 m 3X6 (A) 0 3X4 T4 6 3X5 (Al) ' 3 X7 3X6 1 .5X —FX10 3X5(Al) X3 e' 1 . X 3X3 24 -4" �CU 37' N� R=739# W=3"B R=1734# W=3" R=1352# W=3"B TAG = T28 SED: 67748 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 2 TOTAL = 2 REV. 17.2m SCALE =0. 1667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 12/2994 TC LL 30 .0 PSF REF X I MPOR T A N T**SMALL 190T BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND — „111„ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGNAT1 us e �,� TC OL 7 .0 PSF DATE 12/29/94 �1 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MAGE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG (\�\� A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - - CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF j\ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W 5606 8C L L 0 .0 PSF NPW _ T O T L D. 47 .0 PSF O/A LEN. 37-0-0 V CONFORM M/APPLICABLE PROVISIONS OF NOS C TPi. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER Q� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS D Rio 0, Q ` DUR.FAC. 1 , 33 IN ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR I,,INEE.Rcl ,oerrn,r, Pa n ITVDf7 SnPr. Job: q- 599 T T10 7' C MN R8 C THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T3 2x4 SP #1 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHOpO 2x4 SP 02 N UPLIFT (LB): 590 650 200 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 28.55 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED = 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED (A) 1X4 "T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH OR FULLY OPEN 9d NAILS 9 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY ------------------- ----------------------------------------- EAECIION CONTRACTOR. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (—)-Up l i f t A RIgID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ----------------------------I---------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. *** UPLIFT **x *** HANGER *** H5 = -455#(JackS Only) I HUS26 - + 2751# -1286#(10d 1ply) CONTRACTORS WARNING: MTS12 - -1000# 1 HUS26 - + 3315# -1550#06d iply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT28B - -3786#(2 Each) 0 Od)I HHUS48 - + 5180# -2000#(160 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B - -44550(2 Each) (16d)I HGUS48 - + 6640# -2199#000 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 20 '6" 16'6" --� 5X5 3x4 T3 3X5 m 3X6 3X6 a 0 1 .5X3 (A) 6 3X5 (A 1) 3X5(A 1) 2' _rK73 X4 X6 3X8 —�B 2X4 JX3 28' 11"8 T 8'0"8 — —� 37' ti� R=1502# W=3"8 R=1797# W=4" 15 R=484# W=3"8 TAG = T�7 SED: 61828 PLT. TY .-ALPINE DESIGN CRIT=TPI OTY 1 TOTAL = 1 REV. 17.2m SCALE =0. 1667 ALPINE ENGINEERED PRODUCIS, INC. TRUSSES REQUIRE E%TREME CARE 12/12/94 TC LL 30 .0 PSF REF *IMP 0 R T A N T**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANULING. ERECTION AND DEVIATION FROM THIS DE51CN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-9f BY TPI. SEE THIS DESIGN �Vr� T C D L 7 .0 PSF DATE 12/12/94 IAILURF TO 110I:O I'd TRUSS IN CONFORMANCE MITI,OST66 Hr T111 FOR ADDITIONAL SPECIAL P4.HMANENI BRACINC R( T� U AIYINI. CONNICIUiI] ARIUI . MA . Of 20GA GAI V. 10i II /`I i�NG l.';IN CUIRI:MI.NIS UNI,E55 0Tlit ND MISi :N:)ICA4 . IDI' - - BC DL 10 .O PSF DRWG Te. I, I I )O AA4b . I z NULL AI I1 Y CONNTCia S L Ia+u SI Ail BE LAILRAtl Y URAL,I I w 5606 IRUSS AND UNISN u A+Mts u ATED ON t1), J N .•Cs •r I . I r AI IACHED PLYM000 SIR A1111NU HDIIU L Ulu IT BC LL 0 .0 PSF NPW CONNLL'OiI" :1:+AniNUS 1JU. I50 6 16UA F OI tN tilA n )S NI IH 'ROPEPi Y ATTACrIED 0I610 CE k INC, 5".I_ STATE OF _ TOT .LD. 47 .0 PSF O/A LEN 37-0-0 CUNI UH- N/A CAII •HUvisi(JN5 UI ND:i S 1,11 nN INl; 1 il'ti A PIN,. IICIINICAI UPOAII ,//1/9:) f0.1 -00f IT P R SLAL ON :,,;N .iNc Aa It TO T- COMOUN N a;Iain ..I .r ;IrMa I APP)ICAIION. ;I,;ln s A wl�r U. DUR.FAC 1 . 33 A ,. 1N ON,r l.r.: :. d:� .I:I it uac,N :N r �: ,nY ;1 51Ca ;0 IIIL IPUSS I ,, IN ar.C.,;.I EpS ' F GINE ,. .�`� SPACTN(; ?4 O" TVPG 9DPC Job (4-3599) T T11 7' COMN R8C THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 550 670 210 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 26.55 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED = 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED (A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH OR FULLY OPEN 8d NAILS W 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY --------------------------------------------------------------- ERECTION CONTRACTOR. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)=Gravity (-)=Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. -------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. *** UPLIFT *** I *** HANGER *** H5 = -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1ply) CONTRACTORS WARNING: MTS12 - -1000# 1 HUS26 - + 33151# -1550#(16d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -20000(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 = -4455#(2 Each) (16d)I HGUS48 = + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -26500(16d 2ply) CS150 - -1650#(Each) i HGUS5.5- +11335# -39450(16d 3ply) -------------------------------------- ------------------------ REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �– — 20 '6" -+� 16'6 5X5 3X4 3X5 m 3X6 X5 r\ 1 .5X3 1 .5X3 (A) 6 P;- 3X5 (A 1) 0. 3X5(A i) 2• =3 --o' X43X6 X 5X4 2X4 26' 11"8 10'0"8 ——{ 37' - - ----1—" R=1416# W=3"8 R=1751# W=4" 15 R=617# W=3"8 TAG = T24 SED: 61821 PLT, TYP.-ALPINE DESIGN CRIT=TPI QTY = 1 TOTAL 1 REV. 17.2m SCALE =0. 1667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES 14EQUIRE EXTREME CARE 12/12/94 TC LL 30 . 0 PSF REF *IMP 0 R T A N T**SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN MANGLING, ERECTION AND 1,,111Ht,, - r P IH N 4 DEVIATION RIOw HH5 DESIGN OR THESE SPECIFICATIONS. Oil ANY BRACING, SEE MIB 91 8 TPI SEE IS DE 51G . �US F � TC OL 7 0 PSF LATE 12/129 V I�\ FAfl Uiif. 10 U.�i:O !t2 i11U5S IN CONFO,IMANCE WITH OS188 p" ;J11 FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` 11 A({-N- Ctl%ll UI ARL MADE OF 20GA GALV STLtl ML t l At, AE�.'�. 11HCM NIS. UNLESS OTHERWISE INOICAI u. 101' _ _ BC DL 10 •O PSF ORWG AA4b O' :XL : A,; NUiEO AI'i+tY CONNtC;i)- 10 IAC,t IA ')r C 1.070 SHAt1, BE LATERALLY b1ALED W11, I'HUI;IH - 5606 NPW IHJ S AN.; S 11i+WISt IOCAIEU UN ],,I5 UHSIGN, 10 CN Y ATIALHCD PLYWOOD SHLAIHING U011UM 010"1 W BC LL O •0 PSF \"n\ COINtuaa .1 0.4AAINGS IJU ISO a 1GUA F DESIGN S1A..AOGS 111H PROPERLY ATIACHED RIGID CEIL,NG SEE STATE OF TOT L0. 47 • 0 PSF O/A LEN. 37-0-0 U v CONI OIM W/A"1't ICAH,t PHOViS10NS OF NDS a IPI AN ENGINt,It S AI.PINL TECHNICAL UPDATE (//1/91) FOR iROPCR P SEA, uN H1 OtIA.;N(, APPI IE.S 10 H1t CUMPUNI11; [It Pl[It.; 'It"I �.).AlI APPLICATION. FURNISI A CU' U HHS � lin '0 R" Q� OUR.FAC 1 . 33 ICU UP1N IN Al' U;H;.,1 Wr.- S:CN 10 H¢- TRUSS n+ICT:01 C01111AC'1111l GINE095,0 4PAFTNr a4 0" hypp spec Job: 4— 99 T /_T12G 7' GABLE THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #i N : T2 2x4 SP 02 N: 2 Complete Trusses Required BOT CHORD 2x4 SP 02 N :82 2x8 SP 02 N: WEBS 2x4 SP #3 :W19 2x4 SP 02 N: NAILING SCHEDULE: (0.131x3.O_g_nails) ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. TOP CHORD: 1 ROW @ 16" o.c. BOT CHORD: 1 ROW @ 16" o.c. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. WEBS : 1 ROW @ 4' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. SPECIAL LOADS -------------------------------------------------- PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. TC - From 74 PLF at 0.00 to 74 PLF at 37.00 UPLIFT (LB): BC - From 20 PLF at 0.00 to 20 PLF at 41.00 BRG.LOC (FT): BC - 3279 LB Concentrated Load at 21.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED OR FULLY OPEN --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Up 1 i f t --------------------------------------------------------------- xx* UPLIFT **x I *x* HANGER xxx H5 - -455#(Jacks Only) I HUS26 - + 2751# -12860(100 1ply) MTS12 - -10000 1 HUS26 - + 3315# -15500(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply) MTT288 - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#06d 2ply) MTT288 - -4455#(2 Each) (16d)I HGUS48 - + 66400 -2199#00d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80000 -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS (� 37' r� 20'6" -T- 16-6" --� T 5X5 v 5X5 4X5 p s 3X4 C1� A 10��34 (D 1) 10' 3X5 (Di) 2' 8' 2X3 (01) 1 X10'139 0 HS 512 30' 7' --{ —37 --{ 21 ' 16 R=2375# W=3"8 LN R=626 plf W=7 ' TAGT1 SED: 62193 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY= 1 PLIES- 2 TOTAL- 2 REV. 17.2m SCALE =0.0946 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/13/94 TC LL 30 .0 PSF REF 2 *IMP 0 R T A N T**SHALL NOT BE RESPON51BLE FON ANY WARNING IN HANDLING, ERECTION AND DEVIATION FROM PHIS DESIGN OR THESE SPECIFICATIONS, OH ANY BRACING. SEE HIB-91 BY TPJ. SEE THIS DESIGN TC DL 7 .0 PSF DATE 12/13/94 . �US �. �. YY FAILURE i0 tlU110 THE TTW55 IN CONFORMANCE WITH 05T88 OY IPI. FOR ADDITIONAL SPECIAL PERMANENT GRACING RE _ _ AIPINI LUNNICIORt. AHDE I MAOF 206A GAIN. SUIT MI IING ASTM IiUIII MENTS. UNIESS OIIILHNISC INITICAIIU, IOP - BC OL 10 • O PSF DRWG H B A44U GLXCLPI AS NUILD. APPLY CONNCC10145 10 1.A1:11 IAL1 Of CIHUHU SHALL HE LATERALLY UHACLU WilliN P W I PHUPLII - 5606 _ (� IHUSS AND UNlLSS OIHCRNISE IOCATEO ON THIS OLSIGN, PUSIIION LY ATTACHED PLYWOOD SPEAIIIING, UOIIUM CHOHG x BC LL 0 •O PSF \n\ CDNNLCIOIIS PLR n,1AWINGS ISO. ISO C 16OA-F. OESIGN SIAN1IAAf]S WI III PROPERLY ATTACHED 111GIOCEILING - SLE STATE oTOT LD. 47 . O PSF 0/A LEN. 37-0-0 U" CONIOHM W/AP011CAH.E PilOY1SIDN5 OF NOS 6 IPI AN CNGINELH'S ALPINE TECHNICAL UPOAIE (//7/91) FOR f PROPER F it SLAI ON THIS WiAWING APPL IES 10 T14, COMPONLNI Di.PICILU li,if DRYWALL APPLICATION. FUHNISH A COPY Of THIS CDRIO Q DUR.FAC. 1 . 33 IN ON!Y, ANO!i,A11 kill 111 III III)UPON IN ANY U1111 WAY 1 HI SIGN 10 IIIC IHUSS MICTION CHNIIIACTOH. GINEEP`',` SPACING 24.0 ITYPE gab I Job: 4-3599 LOT T13 7' MONO GIRDER THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. BOT CHORD 2x8 SP 01 N MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WEBS 2x4 SP #3 SPECIAL LOADS -------------------------------------------------- BEARING BLOCKS: NAIL TYPE: 0.13lx3.0_gsails TC - From 74 PLF at 0.00 to 74 PLF at 7.00 BRG X-LOC #BLOCKS LENGTH/BLK #NAILS/BLK BC - From 906 PLF at 0.00 to 906 PLF at 7.00 0 0.000' 1 12" B NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING B139. BEARING BLOCK TO BE SAME SPECIES. SIZE 6 GRADE AS CHORD. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 1150 1250 BRG.LOC (FT): 0.00 6.75 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED = 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED OR FULLY OPEN --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- xxx UPLIFT *** I *** HANGER *** H5 = -455#(Jacks Only) I HUS26 + 27510 -1286#(10d 1ply) MTS12 - -10000 1 HUS26 + 33150 -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 = + 42990 -1660#(10d 2ply) MTT28B - -3786#(2 Each) (10d)1 HHUS48 = + 5180# -2000#(16d 2ply) MTT28B - -44550(2 Each) (160) HGUS48 + 66400 -21990(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 + 8000# -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 2X2 5X9 m 6 O 4X5 (A 1) 3 A8' ``— 4 X 14 7 _I 5X6 R=3575# W=3118 R=3278# W=311 PLGG _ gg SED: 62196 T. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL 1 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 12/13/94 TC LL 30 .0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND - �fDEVIATION FROM IH15 DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN ♦Y`. s TC DL 7 .O PSF DATE 12/13/94 FAILURE TO BUIID 101L TRUSS IN CONFORMANCE WITH 05TBB OY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ,'0ALPINE CONN[C10175 ARE MAGE Of 20GA QALY. STEEL MEETING AS1M DUIREMENTS. UNLESS OiHERNISE INBICAIEU. IUP BC DL 1O O PSF DRWG \0A44fi GR B EXCEPT AS NOTED APN.Y CONNECTOR$ i0 EACH FACE OF cIwRO $f1ALL BE LATERALLY BRACED MITH PROPER - . 5606 - BC LL 0 •O PSF NPW \ TRUSS AND UNLESS OTIkRWISE LOCATED ON HITS DESIGN, PUSI1IGN LY ATIACHEO PLYWOOD SHEATHING. BOTTOM CHORD\\V\ CONNECTORS PL14 DDANINGS 130, 150 6 1GOA-F DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING - SEE STATE OF TOT .LD. 47 . 0 PSF D/A LEN 7-0-0 CON)ORM M/APPt ICAUIF PROVISIONS OF NOS C IPI AN ENGINEER'$ ALPINE TECHNICAL UPDATE (7/1/911 FOH PRUPER P SEAL. ON IHI5 LPiAWING APPLIES 10 111E COMPONENT DEPICTED EHE DRYWALL APPLICATION, FURNISH A COPY OF THIS t0 RIO Q' '-, ouR FAC, 1 . 33 IN ONL♦ ANO y NOT BF RFI ILO Li ON IN ANY DINER NAY DESIGN iO 111E TRUSS ERECTION CONIRACTOi1 GINE EPS SPACING 24.0' rYPF mono Job: (4-3599) T J7' EJ THIS DWG, PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 260 200 200 WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 7.00 7.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. 11991 SBC) WIND SPEED = 100.00 MPH. MEAN HEIGHT = 15.00 FT, ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM OR FULLY OPEN REACTION OF 212.01. I --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. (+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- xxx UPLIFT xxx I xxx HANGER xxx CONTRACTORS WARNING: H5 = -455#(Jacks Only) I HUS26 - + 2751# -1286#(100 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -1000# 1 HUS26 - + 3315# -1550#(f6d iply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 . -20000(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B - -3786#(2 Each) (10d)1 HHUS48 - + 51800 -2000#(16d 2ply) MTT28B - -4455#(2 Each) (16d)I HGUS48 = + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 . -1650#(Each) I HGUS5.5- +113350 -3945#(160 3ply) --------------------------------------------------------------- R ERI&ALTME RUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 411'6"4 cn O r 2X4 (Al) B �2' 7 1 R=526# W=3"8 R=73# W=1"8 TAG = T20 SED: 61855 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 9 TOTAL = 9 REV. 17.2m SCALE =0.5000 *IMPORTANT** ALPINE FNGINEEAEO PRODUC75 INC TRU55£1 REQUIRE EXIREME CARE 12/12/94 TC LL 30 .0 PSF REF (_ i SHALL NOl BE RESPONSIBLE f0U ANY WARNING IN HANDLING. ERECTION AND 1i1{I11 DEVIAIION FROM 11115 DLSIGN OR T"LSE SPECIFICATIONS. OR ANY Ja \ AC1NG. SEE HIO-92 BY TPI. SEE THIS DESIGN 11 1{�� TC DL 7 . 0 PSF DATE 12/12/94 FAILURE TO BUIIU Ii.L HISS !N CGVONMANCE V11H OSfBB BY IPI OR ADOIIIONAI. SPECIAL PERMANENT BRACING RE �+ CC I� ALP:NL CONNECIU,�!, ARI MAI), UI ;'OCA CALV STEEL MEETING ASI.w UJIP;MENIS UNLESS OTHLRNISE INDICATED, TOP 8C BL 10 . 0 PJ! DRWG A446 GR B IAC.1.1 A`i NU i 10 A,1.'.Y CONNECIORS 10 EACII fALI U) CHORD SHALL BE LAIERAILY BRACED W1111 PROI'1H 5606 IRUSS "13"N"i's L'T11".1S. "CA[H)ON 1HIS DLSIGN, PD'l I DN {Y AIlAC1U'D PLYWOOD S1+EA1HING, DOIJOM l:l l01N) BC LL O • O PSF NPW \�\ LUhMIIIu+S P„+ ;Pinta r.+Is :+;;. tno c llwA f DLSIGN SIAN,ANOS HIiH PRllPEHLY ALTACIa.D RI010 LLILM; St t. - STATE of TOT LD 47 O PSF OSA LEN. 7-0-0 LU%I U1+M M/A11,1,lCt.,,I -•RUV;1,i W, G, NUS k; IPI AN I.NL i N1l I1-'i AIPINI. ILCIINICAI. 00)AII 11/1/91) fOR 1'RUI'll{ P P; SI.AI UN IRI',JIiANi'.G f.11P,i— I0 ll1l. GOMPUNLNI DEI+IC11.il i•I1+1 UIONALI APPLICAIION LUI{NISII A COPY UI ALIS CO RIO e ouR FAc 1 33 A1+ Nr. 11, 1,11 oil,!11 1.•:iGl 10 Ilrt IRJSS +nLi;GN C0111+Ak.101+ INE E95,,' cperTWr, PQ ll' I"m P 1 ark Job' (4-3599) LOT /—J5' CJ THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. { TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 230 200 200 WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 5•.00 5.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED = 100,00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM OR FULLY OPEN REACTIONOF 133.72. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. (+)=Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ------------------------------------------------------`-------- xxx UPLIFT xxx I xxx HANGER 1I CONTRACTORS WARNING: H5 = -455#(JaCkS Only) I HUS26 - + 2751# -1286#(100 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -10000 1 HUS26 - + 3315# -1550#(16d 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#(100 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B - -3786#(2 Each) (IOd)I HHUS48 - + 5180# -2000#0 6d 2ply) MTT28B - -4455#(2 Each) (16(1)1 HGUS48 = + 66400 -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -26500(!6d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=134# W=1°8 10'6"4 m 0 6 (U -f 2X4 (A1) _",7 4.3 4B' R=445# W=3118 R=44# W=1118 TAG = T17 SED: 61849 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 4 TOTAL = 4 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCIS, INC TRUSSES REQUIRE EXTREME CARE 12/12/94 TC LL 30 . 0 PSF REF 2 *IMP 0 R T A N T**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND DEVIATION fRUM IRIS OLSIGN OR THESE SPECIFICATIONS, O;i ANY BRACING. SEE HIB-91 BY IPI. SEE THIS DESIGN �U$ e TC DL 7 . 0 PSF DATE 12/12/94 `�11L,v FAILUNI IO(Milt) IHL MUSS IN CONTOHMANCE Will,OSldd HY II,I IDR ADDITIONAL SPECIAL PIHMAN(NI &)!ACING RL - AIPII M, INL LHNNILIOH!. AIADI 01 ?0GA GAI V. SIILt Lill.TING M,. M DUMC MINIS. UNI ESS 0111LHMISI INOICAI 1 I]. IUP _ BC DL 10 . 0 PSF DRWG \\ \l A446 GR U IXLLPI AS NOIL0 APHI.Y CONNLCIDRH S 10 tACFAL, Ur 1:-IOHO SHALL BE PH LA iWACI1)w1111 OPLH - 5606NPW - USS AND UNI tSS 01•ILIIw ISt I.00AIEO ON THIS ULSIGN, 1'OSI�;UN I Y AIIACHEO PLYWOOD SHIAIIIING, u0110M CHORD 0 D 6C LL .0 PSF M \(�\ CONNLLIORS PIR IN1AwINOS 13U, IbO F IUOA-I DESIGN STANDAPOS w11H PROPERLY AITACHEO H7131U CEILING — SEE STATE OF T O T L D 4 7 0 PSF O/A LEN, �J'O-O UUUU CONFORM. w/A,111I iCAII,E PROVISIONS Of NUS 6 IPI AN ENG INLIIi S ALPINE TECHNICAL UPDATE I1/1/9il FOA PHOPER < v' SIM ON ;IIS DI:AwI NG At41tIr.S 10 IHL. COMI UhL NI I7CPICILL: rQ HL IVWAL! APPt 1 AINI SII A( 0 RIO 1 . 33U•Y Ui 7rL15 �: � Q r•. f.: v A' ) /• \I I RI 11. :1.) 11 !NY 01r0 11 MAY IL;N ID lrlE IHUSS l IDN l''.\'l1AiID11 InIEE SPACING 24.0" T vl't" 2 )aCk Job: 4-3599 LOT A' CJ THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 220 200 200 WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 3.00. 3.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED = 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM OR FULLY OPEN REACTION OF 37.25. ---------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. (+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ----------------------------I----------------------`---------- *** UPLIFT *** xxx HANGER xxx CONTRACTORS WARNING: H5 = -455#(Jacks Only) I HUS26 - + 2751# -1286#(1Od 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(100 2pIy) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply) MTT28B - -4455#(2 Each) (16d)I HGUS48 = + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16(1 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=37# W=1"8 &19.6"4 ITT cY'1 O 6 p r-1 T 2X4 (A 1) 4'3 8' R=384# W=3°8 R=14# W=1"8 SEQ: 61850 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 4 TOTAL = 4 REV. 17.2m SCALE =0.5000 AI PINE ENGINEERED PRODUCTS. INC TRUSSES REOUIRE EXTREME CARE 12/12/94 TC LL 30 . 0 PSF REF 2 **IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARN I N G IN MANGLING• ERECTION AND 7 DEVIATION FROM 11,15 / 15 OLSIGN 01 T„ESE SPECIFICATIONS. OR ANY URACiNG. SEE HIB-91 BY TPI. SEE THIS DESIGN •n�US F '• TC DL .0 PSF DATE 12/12/94 (Y \ V EY\ FAIIURI. TO BUILU IHc TRUSS IN CONIORMANCE WITH OSTBB BY IPI. I OR MAOI IIONAI SPECIAL PERMANENT BRACING RE ('• \v��N_VVV AT PINI I:UNNL(:IUIi•.i Aid MAUI. UI FOGA GALV. STEEL Mtk IING ASTM i1UIHl Mt NIS. UNLESS OTHERWISE INOICAIEO, IOP 13C DL 10 • 0 PSF DRWG \\V" A44ti GH it IXC,.,I AS NO ITU AP"LY CUNNLCIORS 10 EACH TALI 01 C,10".) S„AII. BE LATERALLY BRACED Nli,i PROPER -- 5606 _ TRUSS ANO UNI ES%CI„IIIN151 (OCAILO ON THIS DESIGN, POSITION ,Y AIIAC„FU PLYWOOD SHEATHING, UOTIUM CHORD - BC LL 0 •0 PSF NPW \(�\ CONNIC10,4 Pill DanWtNs 11U. 110 G 16UA-F DISIGN STANDARDS WI I:, PaOPERLY ATTACHED RIGID CEILING, SLE STATE OF TOT.LD. 47 •O PSF 0/A LEN- 3-0-0 U CONFORM N/Ai„11 ICA'1.1 PRUYi`iiONS Of NHS 6 tPI AN fNGINLiil S A,PINI IIC,INICAI UPDATE (7/1/911 IOP PROPLR P P SEA. ON I„I S U,it—ING n:':',Illi IU I„1 (:OMPONFNI I)(J'IC11.11 H It IIHYWAII APPLICATION. FURNISA CUf OF 111IS '�. �. EDRioe ,' DUR.FAC. 1 . 33 IN u'. ; s•n .�'r,N IN ANY 11.1,, :ns:r•.� 0 I,n: HivSS ERfCIION cBN,,,nl:Iu•' GINEEPS MAY P C I G 2 0 k „ „Irnl!nN ,�:, M��rnNc;u..r,. •: ”„ S A N 4. TYPE e j ac Job: 4- 5 99 T J1 ' CJ THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. Y TOP CHORD 2x4 SP #2 N **WARNING** AN UPLIFT REACTION OF -228# OCCURED ON A SOT CHORD 2x4 SP 02 N NON-WINO LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 270 200 200 THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM BRG.LOC (FT): 0.00 1.00 1.00 REACTION OF 0.00. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. 11991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. OR FULLY OPEN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS CONTRACTORS WARNING: (+)-Gravity (-)-Uplift THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS --------------------------------------------------------------- AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING *** UPLIFT *** I *** HANGER *** INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d iply) MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) MTT288 - -3786#(2 Each) (100H HHUS48 - + 5180# -2000#(16d 2ply) MTT28B - -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6 T 2X4 (Al) 10"3 4"3 B' 1 R=505# W=3"8 R=-228#-80#'18=1"8 TAG = T19 SED: 61852 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 4 TOTAL = 4 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 12/12/94 TC LL 30 .0 PSF REF if*IMPORTANT**SHALL NOT BE At SPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND (� 9"'.6s ,,1111, TC DL 7 .0 PSF DATE 12/12/94 FAILURE EON FROM BUI THIS ULSIGN IN MESE SPECIE WIIII 0N5. Oil ANY BRACING. SEE ADDITIONALMEB-91 SPEC BY iEl. SEE IBIS OESI GN AIPINLE 10 OUILO IHG IMAIH TT CONFORMANCE N1111 MEI II DY ']M FOR MCNIS SPECIAL PERMANENT BRACING RE - - 10 .0 PSF DRWG AI PINI. L'UNNECIWiS AHL M0.1i1 01 70GA GAIN STI It MII TING ASTM OUI RE MINTS. UNIESS 01111 HNISI' INDICATED. IOP _ BC 0L 0 A446 GR B EXCEPT AS NUIED APPLY CONNLCIU14S 10 E.ACtl IACL Of CIIORD SHALL. BE LATERALLY URACED NIIH PHOPER _ _ O PSF NPW IRUSS AND UNLESS OH IE RNISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL CONNECTORS PER ORANINGS 1.10. ISO 6 IGOA F. DESIGN STANDARDS NIT.PROPERLY ATTACHED RIGID CEILING -- SEE _ T 0 T.L 0. 47 . 0 PSF 0/A L E N. 1-0-0 \U\ CONFORM N/APPLICAOLE PROVISIONS OF NOS 6 IPI AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER SLAT ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. /Ui1N1SII A COPY OF THIS DUR.FAC. 1 . 33 IN(IN,Y AN,) SIIAI, 1:1 BE 14L,LED UPON IN ANY ()I-IPP MAY DESIGN 10 THE TRUSS LREL'IIuN I:ONIRACIUII I „ SPACING 24.0 TYPE eiack Job: 4- 5 99 LOT J7* HJ THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 340 880 810 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 9.90 9.90 9.90 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THERE WERE 3 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTION OF 323.69. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 (0-Gravity (-)-Uplift SETBACK. CORNER JACKS HAVE NO WEBS. --------------------------------------------------- -- xxx UPLIFT xxx I xxx HANGER xxx A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. H5 -455#(Jacks Only) I HUS26 - + 2751# -12860(10d iply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -1000# 1 HUS26 - + 33150 -15500(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) CONTRACTORS WARNING: MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply) THIS TRUSS IS DESIGN �q PsEAR AND/OR SUPPORT ADDITIONAL LOADS MTT28B - -44550(2 Each) (16d)I HG�U(1S + 64DD4 -2199#(10d 2ply) AT SPECIFIC LOCATIO (/R¢ICULAR CARE IS ADVISED DURING MST60 - -4688#(Per 2ply) I HM48 #+ �6D71#&2650#(16d 2ply) INSTALLATION TO ENSUUUUUURRRRRR �1i444444777777 THIS TRUSS IS ERECTED PROPERLY. CS150 - -1650#(Each)-------I HGUS5_5_ +11335# -3945#(16d 3ply) --------------------- ----------------------- T 12'B 12 AFFFRFNf F Hnl MFS I IIMAFG nFTATI SHEET FnR ueLhFT/HANGER DETAILS 11 11'6"8 1 .5X3 m 0 4.24 p m 2X4 (A i) 3 y 2X4 6• I---2 9"15 9' 10" 13 J �- 4'2"15 5'7 14 _I R=559# W=4" 15 _ 123# R=324# W=1°8 11 SED: 61858 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 2 TOTAL 2 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 12/12/94 TC LL 30 .0 PSF REF 2 **IMPORTANT** SI'At N 0 8 RE5PUNSIULI 1011 ANY WARNINGill HANDLING, ERECTION AND ge I TC DL 7 .0 PSF DATE 12/12/94 FAILUREOT FROM DTH DESIGN OR tONFO SPECII11111 ONS. OR ANY FORCING. SEE L SPEC AL TP1. SEE THIS DESIGN FAILURE 10 ECTOR lA IWADI IN CONFORMANCE MlI, OII II 6 1P1. FOR AOOITIDNAL SPECIAL PERMANENT URAC)NG REp('•AI PINI. CUNNCCTORS AIIL WADI 111 jOGA I:AIV SIM MEL IINIi ASTM 11llINEMCNIS. UNIESS O7HENN15! IN111CA1117. IOP UL DL 10 0 PSF DRWG A44S GA F EXCEPT AS NOTED A".'IY CUNNI.CIUHS 10 EACH IALLL OF CfIGRU SHALL BE LAILRAL1Y B,4ACI,)WITH PROPER BCF�TRUSS ANO UNLESS OTHERWISE LOCAILR ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEAIHING, HOIIUM CHORDBL, LL 0 O PSF NPW CONNECTORS PER DRAWINGS 13U. ISO 6 1GOA-E DtSIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING - SEE - TOT.LD. 47 .0 PSF O/A LEN. 9-10-13 CUNIORM W/APPLICABLE PROVISIONS OF NOS 6 IPI AN LNGINEER'S ALPINE TECHNICAL UPDATE 1)/1/'911 FOR PROPER •]SEAL ON THIS DRAWING APPLIES 10 THL COMPUNE.NI DEPICIEU HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ' OUR.FAC. 1 .33IN UN1YAND SHAH MI! BE .11,! UPON 1N ANY (Il,,(H WAY RESIGN 10 THE TRUSS ERECTION CONIHACTUR INEEI p • IRI • IHI155 H1 All IN': IlOr11 NOS 1'.I-I1 NAIIHNAI OFSILN tiPFCIFICATION FOR WOOD T'ON!i111HCT[ON 1IiHHl SPACING SEE ABOVE TYPE )ack FLOODPLAIN DEVELOPMENT INFORMATION Typeof Dovalopmentt_---- ------------------------------------ Flood Zona 3____-_LM-_ Required Lowest Floor Elevations_ If building is located within a flood hazard zone, a survey must be wade AFTER THE SLAB HAS 8E8N POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the baser flood elevation established for that zone. No Sinal inspection vill be wade and no oertiticote of occupancy will be issued until the survey is on file with the Building Department. CO MENTSs Applicant Acknovledgeadmts I understand that the issuance of this permit Is 04Mt1ngent 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. 23-7-11 and all other laws or ordinances affecting the proposed development. Date_____- Applicant's Signature-------------------------- ----------------------------------------------=.------- Department Use Reiquired Lovest Floor Elevation ---r___________ Aet Built Lowest Floor Elevation ___-__________-__ Survey Filed with Building Department ___________ - - Building DepartmentReprawantative • page 3