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Permit 1673 Linkside Ct N (vault folder)
r i ADDRESS -73 BUILDING PERMIT NUMBER INSPECTIONS: FOOTING UNDER SLAB PLUMBING SLAB- FRAMING LABFRAMING i COVER-UP INSULATION /0 FINAL BUILDING CERTIFICATE OF OCCUPANCY la--g-9j, ELECTRICAL PERMIT # / 2_ INSPECTIONS ROUGH o ' / f- c/.) FINAL /-ao (f S MECHANICAL PERMIT # / 0 PLUMBING PERMIT # NOTES: AAj�//� ������ nnCITY OF Yq&4 f&LC 112MCA- Office of Building Official / REQUEST FOR INSPECTION Date l Q'' - / Permit No. Time Received , 14, 73 Job Address Locality aZ Y/–2 z qr Owner's Name Contractor CO CRETE ELEGTRICALPLUMBING MECHANICAL Footing _ Rough Wiring L ough r Air Cond. & _ Re Rooting G Slab Temp Pole E Top Out LE Heating Insulation ❑ Lintel ❑ Final C Sewer C Fire Place Pre Fab READY FOR INSPECTION A. Mon. ues. Wed. Thurs. Friday P.M. ` A.M. Inspection Made ` P.M. Inspect at f�CA,�, A/� w C �-Qzr L Date FROM TROPIC FAX No. : 904 247 9241 Jul. 11 2001 11:58W P1 5 MIN. RETURN, a� Ftuok 1012E t'age? � :�doo1W 5530 PNONE#r� �� Page: 301 Filed d Reeorded 08/29/2001 11-.2:46 AM JIM RXLER CLERK CIRCUIT COURT DUVAL COUNTY NOTICE OF COMMENCEMENT CR�TYIFEE s LWD 1.0000 ig. O REMDIN6 t 5.00 TO WHOM IT MAY CONCERN: The undersigned hereby informs all concemed that improvements will be made to certain real property, and in accordanc-= with Section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF CONIMENCEMENT. (Description of Property Lv' 116 A(fa- 1-.inks ic4 General Description of improvements t n 1 I x 12 SCR �n Owner D I 1 S 'E�(q5,.k�ti > Address: 14o-73 L,i n Owner's interest in site of improvements: Fee Simple 1`ttle Holder(if outer than owner) Name K)A Address. a Contractor'k eo0*-,,V_Aj Q Address t Cho- Surety (if any , *► �� ,�Z Address ; mount of Bond $ UQ4 "S-laCY. n J l L Ft. Name of person within the State of Florida designated by owner upon whom notices or other documents may be served: Game P I a - Address In addition to himself, owner designates the following person to receive a copy of the Leinor's Notice as provided in Section 713.13(1)(F), Florida Statutes_ (Fill in at Owner's option). Name hl Ilk► Address: i { 4` Owner Swam to and subscribed before me this y .f _- -- --- f 1 LISA M.TM-NEWSOME t y Mr c -3/2812062 Notary Public No.CC 728173 I I PW6WWly Mna.+bti w.D, ---- CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT PERM T INI=OR ATION.., _ . LOCATION INFORMATION:, URT 73 LINKb lb Permit Number: 22872 Address: ATLANTIC BEACH, FOL 322330RTH Permit Type: ELECTRICAL Township: Range: Book: Class of Work: ADDITION Lot(s): Block: Section: Proposed Use: SINGLE FAMILY Subdivision: SELVA LINKSIDE Square Feet: Parcel Number: Est. Values r0 NER I FORIVITIQN'k: a� ` Improv. Cost: , Name: BLASKO, DENNIS Date Issued: 10/17/2001 Address: 1673 LINKSIDE COURT NORTH Total Fees: 25.00 ATLANTIC BEACH, FL 32233 Amount Paid: 25.00 Phone: (000)000-0000 Date Paid: 10/17/2001 Work Desc: WIRE FOR SCREEN RO tG TIO a xray CONTRALTO � 25.00 ALL SERVICE ELECTRIC COop ax �l� r � i ��,.. nx'✓i>� g .t Y ^S� �� ,� �``Sn�'a x"°�q. a���E ROUGH ELECTt' FOR �ys � 'i , Y''X,`}"���}N�t� r.� It R"'c!" }.,•+'S sp`FC- `t' t Ki Y ��� '1a 1 �. -vP„ k yE. FYI F 4�'Ik m sP`aSg i S� d{���' R"�5�r .qrF� Sk`�11. W 7 t,�r,5.,.? f'xrir'd„ �f r a i meq .. NOTICE - IN lTlO T R�FrIrAT SPECTION BUILDING MATERIAL, BBISH A + IRtS"I�RE711A THiB WOFil�MUST NUT BE CEI?11H BLIC SPACE,AND MUST BE CLEARED UP'�;I LEF WRY BY EITHEEROG?.�RACTOR OR ER T IN THE "FAILURE TO COMPLYI' t "fi CTION PROPERTY OWNER PAYI E 4Ft , ISSUED ACCORDING TO APPROVED S � T I . ND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISI� M.11 14 Date: 11/17/81 11 Receipt: W4727 OECK5 1845 ATLANTIC BEACH BUILDING DEPT. N1�13�21118 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX. 2475877 -:PERMIT INFORMATION Permit Number: 22620 LOCATION'INFORMATION Permit Type: SCREEN ENCLOSURE Address: 1673 LINKSIDE COURT NORTH Class of Work: REMODEL ATLANTIC BEACH, FL 32233 Proposed Use: SINGLE FAMILY Township: Range: Book: Square Feet: Lot(s): Block: Section: Est. Value: Subdivision: SELVA LINKSIDE Improv. Cost: 2,655.00 Parcel Number: Date Issued: 9/05/2001 OWNER INFORMATION Total Fees: 38.00 38. Name: BLASKO, DENNIS Amount Paid: Address: 1673 LINKSIDE COURT NORTH I 00 ATLANTIC BEACH, FL 32233 Date Paid: 9/05/2001 Phone: (000)000-0000 Work Desc: INSTALL SCREEN ENCLOSUR :�- EE-NOT. S �F�NSURVEYCONTRACTOR S - APPLICATION FEESTROPICAL ENCLOSURES INC. pE , . s � 38.00 yR Y pier k �.tuzc a - 'z i.r •.a ,. FOOTING _ `u = y v NOTICE- INSPECT ON REQUEST D_ AT LEAST.24_HOURS PRI�31�2 TO INSPECTION BUILDING MATERIA[ RUBBISl QI `C3EBRIS Fkb THIS WORK MUST NOT BEP` CED !N P�t;IBLIC SPACE, AND MUST BE CLEARED UP AND--HA,XiF�kWAY BY EITHER CONTRACTOR ORO R;'; "FAILURE TO CoMPL'1 ;WITH T NSTR1GTtON LIEN El .GAN REST TIN THE PROPERTY OWNER PAN, GES E kN,TS" " ISSUED ACCORDING TO APPROVEQ:...P '��. T F W CH, R AND SU6.IECT TO REVOCATION FOR VIOLATION OF APPLICABLE PRI~SI S'Q X35.98 1 ATLANTIC BEACH BUILDING EPT. Date: 9/87/81 /1 Receipt: 985b5 DECKS 8818Y883E�18M CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTERATIONS, MOVING, DEMOLITIONS eA Owner(s) tN n� Job Address to 7 3 L►n ks:� + 9 Phone__q0 Lt -2 4 j - 7'1'-` (`7 e �h Lot# Block or Unit# Subdivision SF( U i A Lon k f5 jl Contractor N2-Lo State License# - Address Phone 2.Z R City N&p+un-, State f zip_3 2 z(6, Describe work to be done I r154,% It Se-R.Ffn ��le�oSu rL W Present use of building Valuation of Proposed Construction Proposed use1 Is this an addition?bey C S If yes, what are the dimensions of the added space: _ft.x ft. Will the added area be heated and cooled?_ N n New electrical (or increase) �-S New plumbing fixtures? fl/Iq New fireplace? AIA New Heat/AC? N41- SUBMIT THREE (COMMERCIAL)TWO (RESIDENTIAL) COMPLETE SETS OF PLANS,S INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/ CONTRACTOR AFFIDAVIT, IF�OWNER IS CONTRACTOR. X Signature of OWNER t-- l�"�'`�-� Date: 9-1,2 -,:5)1 Signature of CONTRACTO '" Date dV- Z-y/ STATE OF FLORIDA COUNTY OF Sworn to (or affirmed) and subscribed before me this /v7 'u day of dW 20011 AS TO OWNER: Notary's Signator Eel M.TEWS-NEWSOMEmm Exp.3/26/2002 ❑ Personally known 0 Produced Identification No.Cc 72817 ,nalty Krp� H I.D. r "'� Type of identification produced /" ,(Jrj.V1 Lr S �- _ �f3 - 04. - o Sworn to (or affirmed) and subscribed before me this /.7 day of . 2001 AS TO CONTRACTOR: Notary's Signature L 1tiOF "zo LISA M,TEWS-NEWSOMC k Personally known NOTARY o My Comm Exp.3/26/2002 Ptic ❑ produced Identification t/B + No.CC 728173 I I Pem,.iN j,_. 1 I D"'.,'D Type of identification produced 5 MIN. RETURN Book 10126 mage 14w% 4w ZZ3O05530 pNt�NE � Ga e: 301 Filed & Recorded 08/28/2001 11:52:46 AN JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY NOTICE OF COMMENCEMENT COPYT FUND # 1.00 CAGY FEE # 1.00 CERTIFY # 1.00 RECORDING # 5.00 TO WHOM IT MAY CONCERN: The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with Section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Description of Property !18 Lkv\0- off. General Description of Improvements_ j rjs-4 a I { a x 12 5azsi Vr 'P—n� W" ni cxc.'. s-4►nom S1>A Owner A—>pn 15 Address: s.. C-+- Owner's .Owner's interest in site of improvements: _ xn� 1 ;J .N Fee Simple Title Holder(if other than owner) Name tJ A X— Address nr q, A Contractor W o , - ( neo c�2f 5 Q Address Z arm: �.. Surety (if any) Address i mount of Bond $ �cKs�hN; ( I.-- T4. Name of person within the State of Florida designated by owner upon whom notices or other documents may be served: Name N( a Address In addition to himself, owner designates the following person to receive a copy of the Leinor's Notice as provided in Section 713.13(1)(F), Florida Statutes. (Fill in at Owner's option). Name Address: Owner Sworn to and subscribed before me this 112 441 ay of Llez aoo i LISA M.TEWS-NEWSOME , r�ornav o My Comm EXP.3/26/2002 Notary Public v � PU6LIC � No.CC 728173 I D PersaaUy KnyMv}}p�"L0. CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address—/ (P 7K-3 � t xVaS /..a 4 CT?'-, I /f, (Atoetlim cca�FJ p2�(N� Date Heated Square Footage @ $ per sq ft = $ Garage/Shed �r @ $ per sq ft = $ Carport/Porch@ $ per sq ft = $ 4E,@ Deck 1 $ per sq ft = $ Patio �5 tc @ $ per sq ft = $ TOTAL VALUATION: $ 24 (0 5r / s' $ tS Total V�ion 1st $ J bo O —f— / U $ Remaining Value $ wciper thousand a portion thereof TOTAL BUILDING FEE $ 2 + 1/2 Filing Fee $ ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE $ 1 WATER IMPACT FEE SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ ( ) RADON (HRS) . 0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE . 0050 $ OTHER $ GRAND TOTAL DUE S 0 ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well ; Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : MAP SHOWING BOUNDARY SURVEY OF LOT 118, SELVA LINKSIDE UNIT 2, AS RECORDED IN PLAT BOOK 47, PAGES 85, 85A AND 856. OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: DENNIS J. BLASKO & MOLLY M. BLASKO STEWART TITLE OF JACKSONVILLE, INC. PART OF GOVERNMENT LOT 2 WATSON & OSBORNE, P.A. SECTION 17 N 89'26'00" E 50.00' (PLAT) N 89.00'27 E FOUND 1/2' REBAR 49.96' (MEASURED) FOUND 1/Y IRON PIPE STAUPED '/ 6219' 2 p CAP DESTROYED X X % X % Xta X- o.J APPROVE'-` Z 0 2 CITY. OF ATLANTIC BEACH Z �$UILDING OFFICE O LOT 118 `'J o O o (A yt:+ o CTl o N (A 12.9' B�3 2.9' 0,3' 0.7 _+ O W I> p o 0 .. 2.4' 24 S' o 0 I un n M _ Cn U1 � 0 . IA D W � c 0 O AIR I iLI) U1 rO O CTA CONDITIONER C D [ ^ PAD ONE STORY I Z m m �' m LOT 11 7 MASONRY I o AF'F'ROVED D DPOSTED N 1673 C g I CItY OF ATLANTIC BEACH Z p�nrr�nHr, s �nrrlkr ncclgE c o N 89'26'00 E SPLIT LEVEL I oN 11.00 (PLAT) n MASONRY m N 89'19'03' E \ 04221 (EAVES NOT SHOWN) `'e 11.00' (MEASURED) COVERED , t0.9' v _ ENTRY m CONCRETE FOOTEPS FOUND 1/2 IRON PIPE 0.4 STA PED '/t 704' - N ON CORNER _- S 89'11'13' W yg - o N 0 ONE ST 11.02' (MEASURED) D O N '' g 0 OO MASONRY S 89'26'00" w m< V 4 a (EAVES NOT SHOWN) 11.00' (PLAT) j oN• o ti A tOZ o$ vm N Z ID 9 8 N 0 Q o r AUA 5 21 5' .. > m O1T FOUND 1/2" IRON PIPE o D NO IDENTIFICATION 'T" e� s a c c �.� v � ,yAfO 'Its, ���?. SON�EPSE"JCN LOT 1 1 g v ��ov n�Qf v' r�`s, �� SSB A9 �J ;p 6` p 4 .• 40.90.551.. IV > (R'( Ivq �O S �� \ C4S Iv LRFO I CENTERLINE OF RIGHT OF war a POINT OF CURVATURE FOUND NAIL AND DISK �o'y`GSIAUPEO ./6219- o,R LINKSIDE COURT NORTH ? p (50.0' RIGHT OF WAY) NOTES. ACCEPTED BY. LEGEND: R = RADIUS —X— = FENCE L = LENGTH O CONCRETE r TES. PLAT N 49'30'35' w REVISIONS BEARwGS ARE BASED ON THE __________ BEARING OF _______________ ALONG THE Cf111THWFSTFRI Y R0IINflARY I INF nF �,NR.IFCT PARCFI ---- ` R'Op/CAC ��vCcos�R�s,N� 01197044' /POOL ENCCOSI/RE'S t/ACnONV/LCE''BEACH, FLOR/CA • 904-241-22,9B CB COSB355 N� Sere e4 v Ir ave e Co a r SCCCev\ coko< ; C�arcoc, ►Z.c� OT. = ROPicac AA16109'1/RE'S'two, 04/STOM POOL ENCLOSURES ,/ACKSO#v1,zE ,QEACH, ROR/DA • 904'241'2298 CB COSB355 t 0 ) Z ' 2�� 2 Z� Y3 D� S�k� SCREEN, VINYL & GLASS ROOMS SECTION 3 SELECT EDGE BEAM TABLE 3.1.1 ROOF AND I OR TABLE 3.1.2 -1 LW MINIMUM 3 /2 SLAB ON GRADE OR FOR MAX. _ RAISED FOOTING UPRIGHT (SEE DETAILS FOR LENGTH 1"x 2" FOOTINGS) VARIES NO MAX. (ELEV. SLAB OR ON GRADE) TYPICAL GLASS ROOM WITH SOLID ROOF. TYPICAL FRONT VIEW FRAMING (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1"x 2" PLATE TO BOTTOM OF WALL BEAM) ALTERNATE CONNECTION AT FASCIA ALLOWED (SEE LOAD WIDTH SECTION 7 FOR DETAILS) FOR ROOF BEAM {�- LW P/2 SOLID ROOF O.H. EXISTING SIZE BEAM AND UPRIGHTS STRUCTURE (SEE TABLES) VARIES P = PROJECTION FROM BLDG. LW= LOAD WIDTH P VARIES TYPICAL SCREEN / GLASS ROOM NOTES: ANCHOR 1"x 2" OPEN BACK EXTRUSION WITH 1/4"x 2-1/4" CONCRETE FASTENER MAXIMUM OF 2'-0" ON CENTER AND WITHIN 6"OF UPRIGHT ANCHOR 1" x 2" TO WOOD WALL WITH #10 x 2-1/2" SHEET METAL SCREWS WITH WASHERS OR#10 x 2-1/2"WASHER HEADED SCREW 2'-0" ON CENTER. ANCHOR BEAM AND COLUMN INTERNALLY OR WTH ANCHOR CLIPS AND #10 SCREWS AND WASHERS. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. SELECT FOURTH WALL BEAM FROM TABLE 2.1.3 USING P/2 Lawrence E. Bennett, P.E. CIVIL ENGINEER•DEVELOPMENT CONSULTANT P.O.BOX 4388,SOUTH DAYTONA,FL 32121 TELEPHONE(904)7674774 FAX(904)767-t556 SEAL PAGE © COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 3-1 SECTION 3 SCREEN, VINYL & GLASS ROOMS ALTERNATE CONNECTION BEAM/HEADER DETAIL 1"x 2"WITH (3)#10 x 1-1/2"S.M.S. INTO SCREW BOSS ANGLE CLIPS MAY BE (2)#10 x 1 1/2"S. M. S. INTO SUBSTITUTED FOR INTERNAL SCREW BOSS SCREW SYSTEMS ANCHOR 1"x 2" PLATE TO CONCRETE W/ 1/4"x 2-1/2" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH \ MIN. (3)#10 x 1 1/2"S.M.S. POST AND 24" O.C. MAX. INTO SCREW BOSS 1"x 2" EXTRUSION MIN. 3-1/2" SLAB 2500 PSI CONIC, 6 x 6- 10 x 10 W.W.M. 1-1/8" MIN. IN CONCRETE OR FIBER MESH • VAPOR BARRIER UNDER CONCRETE ALTERNATE HOLLOW UPRIGHT TO BASE AND HOLLOW UPRIGHT TO BEAM DETAIL 2"x 2" OR 2"x 3" OR 2" SMB (4)#10 x 1/2" S.M.S. EACH SIDE POST OF POST 0 0 HEADER BEAM ANCHOR 1"x 2"CHANNEL TO o 0 CONCRETE WITH 1/4"x — H-BAR OR GUSSET PLATE 2-1/4"CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AT 24"O.C. MAX. MIN. (4)#10 x 1/2" S.M.S. @ OR THROUGH ANGLE AT 24" EACH POST O.C. MAX. 1"x 2"EXTRUSION 0 0 MIN. 3-1/2" SLAB 2500 PSI 4. CONC. 6x6-10X10 W.W.M. OR ' v 1-1/8" MIN. IN CONCRETE FIBER MESH VAPOR BARRIER UNDER CONCRETE ALTERNATE PATIO SECTION TO UPRIGHT AND PATIO SECTION TO BEAM DETAIL Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767-4774 FAX(904)767-6556 SEAL PAGE p Q COPYRIGHT 2000 3-U NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. i SECTION 3 SCREEN, VINYL & GLASS ROOMS ALUMINUM FRAME SCREEN 5/16"0 GALVANIZED 'ALL WALL THREAD' OR THREAD ALL' _ ROWLOCK EMBEDDED IN CONCRETE OR FASTENED TO CONCRETE V111 BRICK KNEEWALL TYPE'S' APPROVED CONCRETE MORTAR REQUIRED FOR ANCHOR @ 24"O.C. MAX.AND LOAD BEARING BRICK WALL WITHIN 6" OF EACH UPRIGHT ALTERNATE CONNECTION OF OR APPROVED ALTERNATESCREENED ENCLOSURE FOR BRICK OR OTHER NON- ALTERNATE 1/4"x 6" cin STRUCTURAL KNEE WALL CONCRETE SCREW THROUGH uj 1"WIDE x 0.063" STRAP @ 1" x 2"AND ROWLOCK INTO N < EACH POST FROM POST TO FIRST COURSE OF BRICKS FOOTING W/(2)#10 x 3/4" S. M. S. STRAP TO POST AND (1) 1/4"x 1-3/4"TAPCON TO SLAB OR FOOTING CO 4" (NOMINAL) PATIO CONCRETE SLAB W/ (1)#5 0 BARS W/3" COVER (MIN.) 6 x 6- 10 x 10 WELDED WIRE (TYPICAL) MESH OR FIBER MESH CONCRETE BRICK KNEEWALL AND FOUNDATION FOR SCREEN WALLS 2'-0" MIN. s (1)#50 BAR CONT. BEFORE SLOPE N (1)#50 BAR CONT. ' •�-•- • Cn 8" TYPE I TYPE II TYPE III FLAT SLOPE/NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING 0-2"/ 12" 2"/ 12"- V-10" > V-10" NOTES: 1. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL ENCLOSURE EXCEEDS 16-0" FROM HOST STRUCTURE THEN A TYPE II FOOTING IS REQUIRED. ROOMS GREATER THAN 400 SQ. FT. REQUIRE TYPE III FOOTING. 2. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH 6 x 6 -10 x 10 WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH. 3. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE II FOOTING OR FOOTING SECTION REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS. SLAB-FOOTING DETAILS Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4366,SOUTH DAYTONA,FL 32121 TELEPHONE(904)7674774 FAX(904)7676556 SEAL PAGE © COPYRIGHT 2000 3-16 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SECTION-7 SOLID ROOF PANEL PRODUCTS PAN ROOF ANCHORING DETAILS EXISTING TRUSS OR RAFTER ALTERNATE CONNECTION: (31#8 SCREWS PER PAN SEALANT WITH l"MINIMUM, #8 x 1/2" S.M.S. (3) PER PAN EMBEDMENT INTO FASCIA (BOTTOM)AND (1)@ RISER THROUGH PAN BOXED END (TOP) /� HEADER(SEE NOTE BELOW) / ROOF PANEL w = aw 0 #10 x 1-1/2" S.M.S. (1) PER RAFTER OR TRUSS TAIL #8 x 1/2" S.M.S. (3) PER PAN (BOTTOM)AND (1) @ RISER #10 x 3/4" S.M.S. @ 12" O.C. (TOP) EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL SEALANT FOR MASONRY USE #8 x 1/2" S.M.S. (3) PER PAN 1/4"x 1-1/4"TAP-CON ANCHOR (BOTTOM)AND (1)@ RISER OR EQUAL @ 24"O.C. FOR (TOP) WOOD USE#10 x 1-1/2" S.M.S. j HEADER (SEE NOTE BELOW) OR WOOD SCREWS @ 2" O.C. ROOF PANEL Lu aw 0 EXISTING HOST STRUCTURE: WOOD FRAME, MASONRY OR #8 x 1/2" S.M.S. (3) PER PAN OTHER CONSTRUCTION (BOTTOM)AND (1)@ RISER ROOF PANEL TO WALL DETA (TOP)IL NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3)EACH#8 x 1/2" LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 1/2"WASHERS. ALL SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN. PAN RIBS SHALL RECEIVE (1)EACH#8 x 1/2" SCREW EACH. THE PANS MAY BE ANCHORED THROUGH BOXED PAN WITH (3) EACH#8 x 1" OF THE ABOVE SCREW TYPES AND THE ABOVE SPECIFIED RIZER SCREW. #8 x 9/16"TEK SCREWS ARE ALLOWED AS A SUBSTITUTE FOR#8 x 1/2" S.M.S. Lawrence E. Bennett, P.E. CIVIL ENGINEER.DEVELOPMENT CONSULTANT P.O.BOX 4366,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767.4774 FAX(904)767$556 SEAL PAGE To COPYRIGHT 2000 7-2NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT.P.E. SCREEN, VINYL & GLASS ROOMS SECTION 3 Table 3,2.2 Allowable Upright Heights Screen,Vinyl and Glass Rooms Aluminum Alloy 6063 T-6 3"x 2"x 0.045"Hollow Extrusion Wind Zone Load 102 M.P.H. 110 M.P.H.1 120 M.P.H. 1 130 M.P.H. 140 M.P.H. 150 M.P.H. Width Applied Load 8#/Sq. Ft. 9#/Sq.Ft. 10#IS ,Ft. 12#/Sq.Ft. 15#/Sq. Ft. 16#/Sq.Ft. 36" 12'-6" 11'-8" 10'-8" 9'-10" 8'-11" 8'-6" 42" 11'-7" 10'-9" 9'-11" 9'-1" 8'-4" T-11" 48" 10'-10" 10'-1" 9'-3" 8'-6" T-9" T-5" 54" 10'-3" 9'-6" 8'-9" 8'-0" 7'-4" 6'-11" 60" 9'-8" 9'-0" 8'-3" T-7" 6-11" 6'-7- 66" 9'-3" 8'-7" T-11" T-3" 6'-8" 6'-4" 72" 8'-10" 8'-3" T-7" 6'-11" 6'-4" 6-0" 78" 8'-6" T-11" T-3" 6'-8" 6'-1" 5' 9" 84" 8'-2" T-7" T-0" 6-5" 51-10" 90" T-11" T-4" 6'-9" 6'-2" 5'-8" 2"x 3"x 0.045"Hollow Extrusion Wind Zone Load 102 M.P.H. 110 M.P.H. 120 M.P.H. 130 M.P.H. 140 M.P.H. 150 M.P.H. Width Applied Load 8#/Sq.Ft. 9#/Sq.Ft. 10#15 .Ft. 12#/Sq.Ft. 15#/Sq. Ft. 16#/Sq.Ft. 36" 14'-3" 13'-3" 12'-2" 11'-2" 10'-3" 9'-9" 42" 13'-3" 12'-3" 11'4" 10'-4" 9'-6" 9'-0" 48" 12'-4" 11'-6" 10'-7" 9'-8" 8'-10" 8'-5" 54" 11'-8" 10'-10" 9'-11" 9'-2" 8'-4" T-11" 60" 11'-1" 10'-3" 9'-5" 8'-8" 7'-11" T-6- 66" 10'-7" 9'-10" 9'-0" 8'-3" T-7" T-2" 72" 10'-1" 9'-5" 8'-8" T-11" T-3" 6'-10" 78" 9'-8" 9'-0" 8'-4" 7'-7" 6'-11" 6' 7" 84" 9'-4" 8'-8" T-11" 7'-4" 6'-8" 6'-4" 90" 9'-0" 8'-5" 7'-9" T-1" 6'-6" 6'-2" 2"x 4"x 0,050"Hollow Extrusion Wind Zone Load 102 M.P.H. 110 M.P.H. 120 M.P.H. 130 M.P.H. 140 M.P.H. 150 M.P.H. Width Applied Load 8#/Sq. Ft. 9#/Sq.Ft. 10#ISq.Ft. 12#1 ,Ft. 15 t. 16#/Sq.Ft. 36" 19'-7" 18'-2" 16'-9" 15'4" 14'-0" 13'-4" 42" 1&'1" 16' 10" 15'-6" 14'-2" 12'-11" 12'-4" 48" 16'-11" 15'-9" 14'-6" 13'-3" 12'-2" 11'-6" 54" 15'-11" 14'-10" 13'-8" 12'-6" 11'-5" 10'-10" 60" 15'-2" 14'-1" 12'-11" 11'-10" 10'-10" M 66 14'-5" 13'-5" 12'4" 11'4" 10'-4"72" 13'-10" 12'-10" 11'-10" 10'-10" 9'-11"78" 13'-3" 12'-4" 11'-4" 10'-5" 9'-6"84" 12'-10" 11'-11" 10'-11" 10'-0" 9-2"90" 12'4" 11'-6" 10'-7" 9'-8" 8'-10 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" typical glass room drawing.), select upright required from the maximum height allowed for each extrusion. Screen Splines on 3"side. extrusion turned with 3"side parallel to sole plate. Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767.4774 FAX(904)767-6556 SEAL © COPYRIGHT 2000 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 3-21 SECTION 3 SCREEN, VINYL & GLASS ROOMS Table 3.1.2 Allowable Beam Spans • Hollow Extrusions for Screen and / or Vinyl [Open] Rooms with Solid Roofs Aluminum Alloy 6063 T-6 Wind Zone 102 M H 110 MPH 1 120 MPH 1 130 MPH 1 140 MPH I 150 MPH Applied Load 17#/Sq.Ft20#ISq.Ft 24#I Sq. Ft28#ISq.Ft 32# Sq.FQ37#I Sq.Ft Load Width 3"x 2"x 0,045" 5' 6'-6" 6'-0" 1 5'-6" 5'-1" 4'-9" 4'-5- 6' 5'-11" 5'-6" 5'-0" 4'-8" 4'-4" 4'-0" 7' 5'-6" 57-1", 4'-8" 4'-4" 3'-11" 3'-9" 8' S' 1" 4'-9" 4'-4" 4'-0" 3'-9" 3'-6" 9' 4'-10" 4'-6" 4'-1" T-10" T-6" 3'-3" 10' 4'-7" 4'-3" 3'-1 i" 3'-7" 3'-4 1 3'-1" 11' 4'-4" 4'-1" T-9" 3'-5" 1 T-2" 1 2'-11" 12' 4'-2" 3'-11" I 3'-7" 3'-3" 1 T-1" 2'-10" Load Width 2"x 3"x 0.045" 5' 6'-9' 6'-3" 3'-9" 5'-3" 4'-11" 4'-7" 6' 6'-2" 5'-8" 5-3" 4'-10" 4'-6" 4'-2" 7' 5'-8" 5'-3" 4'-10" 4'-6" 4'-2" 3'-10" 8' 5-4" 4'-11" 4'-6" 4'-2" 3'-10" 3'-7" 9' 5'-0" 4'-8" 4'-3" 3'-11" T-8" T-5" 10' 4'-9" 4'-5" 4'-1" 3'-9" 3'-6" 3'-3" 11' 4'-6" 1 4'-2" 1 T-10" 3'-7" 1 3'-4" 1 3'-1" 12' 4'-4" 1 4'-0" 13'-8" 3'-5" 1 3'-2" 1 2'-11" Load Width 2"x 4"x 0.050" 5' 10'-1" 9'-5" 8'-7" 7'-11" 7'-4" 6'-11" 6' 9'-3" 8'-7" 7'-10" 7'-3" 6'-9" 6'-3- 7' 8'-7" 7'-11" 7'-3" 6'-9" 6'-3" 5'-10" 8' 7'-11" 7'-5" 6'-10" 6'-3" 5'-10" 5'-5- 91 7'-6" 7'-0" 6'-5" 5'-11" 5'-6" 5'-2" 10' 7'-2" 6'-8" 6'-1" 5'-7" 5'-3" 4'-10" 11' 6'-10" 6'-4" 1 5-10" 51-4" 4'-11" 4'-8" 12' 6'-6" 6'-1" 5'-7" 5'-2" 4'•9" 4'-5- Note: Glass Rooms: The addition of aluminum frame windows with glass panes that are designed to 11.0 M.P.H. wind load requirements to the above upright sizes increases the strength so that additional framing is not required. Tables assume extrusion oriented with longer extrusion dimension parallel to applied load. Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767-4774 FAX(904)767-6556 SEAL PAGE © COPYRIGHT 2000 3-18 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SOLID ROOF PANEL PRODUCTS SECTION 7 0 ROYAL ALUMINUM EZ-LOK ROOF PANEL Table 7.3.1 Allowable Spans for EZ-LOK Panels for Various Loads Royal EZ-LOK Composite Panels Manufacturers Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S.1# Density 3"x 48"x 0.024" Roof Panel with R Value of 11.58 Open Buildings Enclosed Buildings Wind Applied Overhan Condition Wind Applied 0 erhan Condition Re ion Load NONE 1'-0" 2'-0" 3'-0" Region Load NON 1'-0" 2'-0" 3'-0" 102 M.P.H. 17 16'-4" 1F'•5" 16'-10" 17'-5" 102 M.P.H. 30 12'-9" 12'-11" 13'-4" 14'-1" 110 M.P.H. 20 15'-2" 15'-3" 15'-8" 16'-4" 110 M.P.H. 35 11'-10" 12'-0" 12'-6" 13'-3" 120 M.P.H. 24 13'-11" 14'-0" 14'-5" 15'-2" 120 M.P.H. 41 10'-10" 11'-0" 11'-7" 12'-5" 130 M.P.H. 28 12'-10" 12'-11" 13'-5" 14'-2" 130 M.P.H. 48 10'-0" 10'-3" 10'-9" 140 M.P.H. 1 32 111'-11" 12'-1" 12' 7" 13'4"1 140 M.P.H. 56 1 9'-3" 1 9'-6" 10' 150 M.P.H. 1 37 1 11'-1' 11'-3" 11'-10" 12'-7" 150 M.P.H. 64 1 8'-8" 8'-11' 9'-7" 10'-7" 4"x 48"x 0.024"Roof Panel with R Value of 15.44 Open Buildings Enclosed Buildings Wind Applied Overhan Condition Wind N35 Overhan Condition Region Load NONE V-0" T-O" 3'-0" Region NONE V-0" T-O" 3'-0" 102 M.P.H. 17 17'-11" 18'-0" 18'-4" 18'-11" 102 M.P.H. 13'-9" 13'-11" 14'-4" 14'-11" 110 M.P.H. 20 16'-8" 16'-9" 17'-1" 17'-8" 110 M.P.H. 12'-9" 12'-11" 13'-4" 14'-1"120 M.P.H. 24 15'-3" 15'-4" 15'-9" 16'-5" 120 M.P.H. 11'-8" 11'-10" 12'-4' 13'-2"130 M.P.H. 28 14'-1' 14'- " 14'8" 15'-4" 130 M.P,H. 0' 10" 10' 11" 11'-6" 1 '-4"140 M.P.H. 32 13'-1" 13'-2" 13'-8" 14'-4" 140 M.P.H. 10'-0" 10'-3" 10'-9" 11'-8" 150 M.P.H. 37 12'-2' 12'-4* 12'-10" 13'-7" 150 M.P.H. 64 9'4" 9'-7" 10'-2' 11'-1" 5"x 48"x 0.024" Roof Panel with R Value of 19.30 Open Buildings Wind Applied 0 erhang Condition WindS4113'-2" 0'erhan Condition Region M241 1'-0"' 2'-0" 3'-0" RegionNE V-0" 2'-0" 3'-0" 102 M.P.H. 20'-4" 20'-7" 21'-1" 102 M.P. '-5" 15'-7" 15'-11" 16'-7" 110 M.P.H. ' 18'-10" 19'-2" 19'-8" 110 M.P. '-4" 14'-6" 14'-11" 15'-6" 120 M.P.H. " 17'-4' 17'-8" 18'-3" 120 M.P. '-2" 13'-3" 13'-9" 14'-5"130 M.P.H. " 16'-0" 16'-4" 16'-11" 130 M.P. '-2" 12'-3" 12'-9"140 M.P.H. " 14'-10" 15'-3" 15'-11" 140 M.P. 1'-3" 11'-5" 11'-11" 12'-9150 M.P.H. " 13'-11" 14'-4" 15'-0" 150 M.P. '-6" 10'8" 11'-3' 12'-1" 6"x 48"x 0.024"Roof Panel with R Value of 23.16 Open Buildings Enclosed Buildings Wind Applied 0 erhang Condition Wind Applied Overhan Condition Region Load NONE V-0" 2'-0" T-O" Region Load NONE V-0" 1 2'-0" 3'-0" 102 M.P.H. 17 22'-3' 22'-4" 22'-7" 23'-1" 102 M.P.H. 30 16'-11" 17'-1" 17'-6" 18'-0" 110 M.P.H. 20 20'-8" 20'-9" 21'-1" 21'-6" 110 M.P.H. 35 15'-9 15'-11" 16'-3" 16'-11" 120 M.P.H. 24 18'-11" 19'-1" 19'-4" 19'-11" 120 M.P.H. 41 14'-6" 14'-7" 15'-0" 15'-8" 130 M.P.H. 28 17'-6' 17'-7" 17'-11" 18'-6" 130 M.P.H. 48 13'-4" 13'-6" 13'-11" 14'-8' 140 M.P.H. 32 16'-3' 16'-4" 16'-9" 17'-4' 140 M.P.H. 56 12'-5" 12'-7" 13'-0' 13'-9" 150 M.P.H. 37 15'-2" 15'-3" 15'-8" 16'-4' 150 M.P.H. 64 11-7" 11'-9" 12'-3' Notes: 1)For Live Load+Dead Load requirements the following conversion applies. For panel span use'Room Projection'+'Overhang'(See drawings).Panel span under wind load is from attachment point on existing building to front wall add overhang desired to obtain total panel length. 2)Use this table for roof systems with Easy-Lock Sun-Ray sky light panels. !-METALS USRTM Lawrence E. Bennett, P.E. ROYAL ALUMINUM CIVIL ENGINEER•DEVELOPMENT CONSULTANT 1746 E. MAIN ST. P.O. BOX 895008 LEESBURG, FL 34789-5008 RO,BOX 4368,SOUTH DAYTONA,FL 32121 TEL: (352) 787-4000 FAX: (352) 787-6031 TELEPHONE(904)767-4774 NATIONAL: 1-800-342-3622 FAX(904)767-6556 SEAL © COPYRIGHT 2000 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 7-27 SCREEN, VINYL & GLASS ROOMS SECTION 3 SOLID COVER MINIMUM 2"x 2"x 0.032" (TYPICAL) EDGE BEAM w MAXIMUM WIDTH= w EDGE BEAM SPAN Q W w Q SHEETING MINIMUM ONE SIDE EDGE BEAM SLAB 3-1/2" MINIMUM (SEE DETAIL) TYPICAL ELEVATION GLASS ROOM WALL ANGLE (1) SIDE OR BLIND 2"x 2"WINDOW HEADER SCREW WINDOW ADDITION ANCHOR W/MIN.#10 x 1"S.M.S. @ 6" FROM EACH CORNER AND 16" O.C. MAX. CHAIR RAIL 2"x 2"ALUMINUM EXTRUSION KICK PLATE ANGLE (1) SIDE OR BLIND SCREW TYPICAL ELEVATION GLASS ROOM WALL Lawrence E. Bennett, P.E. CIVIL ENGINEER•DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 _ TELEPHONE(904)767-4774 FAX(904)7676556 SEAL © COPYRIGHT 2000 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 3-5 MAP SHOWING BOUNDARY SURVEY OF LOT 118, SELVA UNKSIDE UNIT 2, AS RECORDED IN PLAT BOOK 47, PAGES 85, 85A AND 85B. OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA CERTIFIED TO: DENNIS J. BLASKO & MOLLY M. BLASKO STEWART TITLE OF JACKSONVILLE, INC. PART OF GOVERNMENT LOT 2 WATSON & OSBORNE, P.A. SECTION 17 N 89'26'00" E 50.00' (PLAT) N 89'00'27' E oa� FOUND I ^JIRO N(P JIlPE FOUND 1/2 REBAR 49.96' (MEASURED) CAP DESTROYED STAMPED / 6219" zx x'° —x x— �W O APPROVED ITY OF ATLANTIC B, 11E A CH 0.2' BUILDING OFFICE Z zO LOT 18 ooUN1 0.7' z 9' 0 N O 0CD 12.4' 24 3' M Ul P, O O W O AIR iO. CONDITIONER D� MPAD lZ TLOT 117 ONE STORY Q1 � r MASONRY v M D POSTED // 1673 �g �4 (n 'z N 89'26'00" E C I aN 11.00' (PLAT) SPLIT LEVEL 7D N 89'19'03' E MASONRY m (EAVES NOT SHOWN) 0COVERED 4 B '„ 109.0.6' Qg 11.00' (MEASURED) FOUND 1/2 IRON PIPE ENTRY CONCRETE FOOTER 0 4, m N ON CORNER STAMPED •/1704' - N S 89'11'13' W g p N N ONE STORY N Z 11.02' (MEASURED) >"o '$ o g MASONRY (EAVES NOT SHOWN) S 89'2600" W °� A 11.00' (PLAT) o `i A ■ D ip Z of NZ (D ^ No a8 O.O 1 5' 21 5' a m FOUND 1/2 IRON PIPE O� >(� NO IDENTIFICATION ' C s c S ti0 Ii9 J1 � CGt0. S LOT 1 19 (Zo, f 96l �p CT lY T 2A J p�IEO 6, O '9 64 \ N )p (P 4W O�S ' ` X86 (°CgJ1' W 60 cph `bO�`��� �P' CENTERLINE OF RIGHT OF WAY\O PINT OF NAIL D AND FOUND DISK Gj \G� STAMPED "/6219 LINKSIDE COURT NORTH (50.0' RIGHT OF WAY) NOTES. ACCEPTED BY: LEGEND R = RADIUS —x— = FENCE L = LENGTH O CONCRETE y0TE5: .. REVISIONSBEARINGS ARE EASED ON THE PLAT N 49'30'35 -___ ALONG THE BEARING OF ___________ SOUTHWESTERLY BOUNDARY UNE OF SUBJECT PARCEL., Wore ��«�•��• a - ROp1CAC MCI OVIRAS me, 04-IS70M pool AMMOS!/RES ,/ACXSONY/CCE' SAACM AlOR/DA • 904-241-2298 OB C058355 `o '(.naf1C'GL. \, Sc�e e r7 A1i^" V, �rc.vne 17C.� Cnclus�, �'� k r C-vv`e SCr@et1 Ci Gxcoc S�a`o - o �Ma c f G0.5 c t 0. '�-1 T. 1 x`13 l-: �k S'�� �. C�, ►J . R�OPION N t � ccvsuRFS IA-,c CUSTOM 40000 ENcIOS!/RES �/AcrsON�/C BEACH orzow a - 904-241-2298 CB C05B355 05° 2 � 1° • �1r b I � � vii ti 2 0 a sz ma cx.yy*r... ��pCA,r SCREEN, VINYL & GLASS ROOMS SECTION 3 SELECT EDGE BEAM TABLE 3.1.1 ROOF AND/OR TABLE 3.1.2 MINIMUM 3-1/2" 'LW SLAB ON GRADE OR FOR MAX. _ RAISED FOOTING UPRIGHT (SEE DETAILS FOR LENGTH 1" x 2" FOOTINGS) VARIES NO MAX. (ELEV. SLAB OR ON GRADE) TYPICAL GLASS ROOM WITH SOLID ROOF. TYPICAL FRONT VIEW FRAMING (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1"x 2" PLATE TO BOTTOM OF WALL BEAM) ALTERNATE CONNECTION AT FASCIA ALLOWED (SEE LOAD WIDTH SECTION 7 FOR DETAILS) FOR ROOF BEAM LW P/2 SOLID ROOF O.H. SIZE BEAM AND UPRIGHTSEXISTING STRUCTURE (SEE TABLES) P = PROJECTION FROM BLDG. VARIES LW = LOAD WIDTH P VARIES TYPICAL SCREEN / GLASS ROOM NOTES: ANCHOR 1" x 2" OPEN BACK EXTRUSION WITH 1/4"x 2-1/4" CONCRETE FASTENER MAXIMUM OF 2'-0" ON CENTER AND WITHIN 6" OF UPRIGHT ANCHOR 1"x 2" TO WOOD WALL WITH #10 x 2-1/2" SHEET METAL SCREWS WITH WASHERS OR#10 x 2-1/2"WASHER HEADED SCREW 2'-0" ON CENTER. ANCHOR BEAM AND COLUMN INTERNALLY OR WTH ANCHOR CLIPS AND #10 SCREWS AND WASHERS. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. SELECT FOURTH WALL BEAM FROM TABLE 2,1.3 USING P/2 Lawrence E. Bennett, P.E. CIVIL ENGINEER•DEVELOPMENT CONSULTANT P.O.BOX 4388,SOUTH DAYTONA,FL 32121 TELEPHONE(904)7673774 FAX(904)767-6556 SEAL © COPYRIGHT 2000 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 3-1 SECTION 3 SCREEN, VINYL & GLASS ROOMS ALTERNATE CONNECTION BEAM/HEADER DETAIL 1"x 2"WITH (3)#10 x 1-1/2"S.M.S. INTO SCREW BOSS ANGLE CLIPS MAY BE (2)#10 x 1 1/2"S. M. S. INTO SUBSTITUTED FOR INTERNAL SCREW BOSS SCREW SYSTEMS ANCHOR 1"x 2" PLATE TO CONCRETE W/ 1/4"x 2-1/2" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH MIN. (3)#10 x 1 1/2" S.M.S. POST AND 24" O.C. MAX. INTO SCREW BOSS MIN, 3-1/2" SLAB 2500 PSI �— 1"x 2" EXTRUSION CONC. 6 x 6- 10 x 10 W.W.M. OR FIBER MESH " • 1-1/8" MIN. IN CONCRETE VAPOR BARRIER UNDER CONCRETE ALTERNATE HOLLOW UPRIGHT TO BASE AND HOLLOW UPRIGHT TO BEAM DETAIL 2"x 2" OR 2"x 3" OR 2" SMB (4)#10 x 1/2" S.M.S. EACH SIDE POST — OF POST 77— 0 o HEADER BEAM ANCHOR 1"x 2" CHANNEL TO o�o CONCRETE WITH 1/4"x H-BAR OR GUSSET PLATE 2-1/4"CONCRETE ANCHORS WITHIN 6"OF EACH SIDE OF EACH POST AT 24" O.C. MAX. MIN. (4)#10 x 1/2"S.M.S. @ OR THROUGH ANGLE AT 24" EACH POST O.C. MAX. 1"x 2" EXTRUSION 0 MIN. 3-1/2"SLAB 2500 PSI 0 CONC. 6x6-10x10 W.W.M. OR • ' • 1-1/8" MIN. IN CONCRETE FIBER MESH • VAPOR BARRIER UNDER CONCRETE ALTERNATE PATIO SECTION TO UPRIGHT AND PATIO SECTION TO BEAM DETAIL Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4388,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767.4774 FAX(WA)7878556 SEAL PAGE p © COPYRIGHT 2000 3-U NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SECTION 3 SCREEN, VINYL & GLASS ROOMS ALUMINUM FRAME SCREEN 5/16"0 GALVANIZED 'ALL WALL THREAD OR THREAD ALL' ROWLOCK EMBEDDED IN CONCRETE OR FASTENED TO CONCRETE W/ BRICK KNEEWALL TYPE 'S' APPROVED CONCRETE MORTAR REQUIRED FOR ANCHOR @ 24"O.C. MAX.AND LOAD BEARING BRICK-WALL WITHIN 6" OF EACH UPRIGHT ALTERNATE CONNECTION OF OR APPROVED ALTERNATE SCREENED ENCLOSURE FOR BRICK OR OTHER NON— ALTERNATE 1/4"x 6" STRUCTURAL KNEE WALL CONCRETE SCREW THROUGH 1"WIDE x 0.063" STRAP @ 1"x 2"AND ROWLOCK INTO iv Q EACH POST FROM POST TO FIRST COURSE OF BRICKS "n Z FOOTING W/(2)#10 x 3/4" S. M. S. STRAP TO POST AND z . ./ (1) 1/4"x 1-3/4"TAPCON TO CO SLAB OR FOOTING 4" (NOMINAL) PATIO g• CONCRETE SLAB W/ (1)#5 0 BARS W/3" COVER ;'(MIN.) 6 x 6 - 10 x 10 WELDED WIRE (TYPICAL) MESH OR FIBER MESH CONCRETE BRICK KNEEWALL AND FOUNDATION FOR SCREEN WALLS 2'-0" MIN. (1)#50 BAR CONT. BEFORE SLOPE (1)#50BAR CON . .. M fV • - - 4-p_;_;75 g" 1._0.. TYPE I TYPE II TYPE III FLAT SLOPE/NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING 0-2"/ 12" 2"/ 12"- V-10" > 1'-10" NOTES: 1. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL ENCLOSURE EXCEEDS 16'-0" FROM HOST STRUCTURE THEN A TYPE II FOOTING IS REQUIRED. ROOMS GREATER THAN 400 SQ. FT. REQUIRE TYPE III FOOTING. 2. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH 6 x 6 —10 x 10 WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH. 3. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE it FOOTING OR FOOTING SECTION REQUIRED BY LOCAL CODE, LOCAL CODE GOVERNS. SLAB-FOOTING DETAILS Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767-4774 FAX(WA)767.6556 SEAL PAGE © COPYRIGHT 2000 3-16 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SECTIO4 7 SOLID ROOF PANEL PRODUCTS PAN ROOF ANCHORING DETAILS ALTERNATE CONNECTION: EXISTING TRUSS OR RAFTER (3)#8 SCREWS PER PAN SEALANT WITH 1"MINIMUM. #8 x 1/2" S.M.S. (3) PER PAN EMBEDMENT INTO FASCIA THROUGH PAN BOXED END (BOTTOM)AND (1)@ RISER (TOP) /� HEADER(SEE NOTE BELOW) / ROOF PANEL uJ Z CL aW Q #10 x 1-1/2" S.M.S. (1) PER RAFTER OR TRUSS TAIL #8 x 1/2" S.M.S. (3) PER PAN #10 x 3/4" S.M.S. @ 12" O.C. (BOTTOM)AND (1) @RISER (TOP) EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL SEALANT FOR MASONRY USE #8 x 1/2"S.M.S. (3) PER PAN 1/4"x 1-1/4"TAP-CON ANCHOR OR EQUAL @ 24" O.C. FOR (BOTTOM)AND (1) @RISER WOOD USE#10 x 1-1/2" S.M.S. (TOP) OR WOOD SCREWS @ 2"O.C. j �— HEADER(SEE NOTE BELOW) ROOF PANEL uj 0. w 0 EXISTING HOST STRUCTURE: WOOD FRAME, MASONRY OR #8 x 1/2" S.M.S. (3) PER PAN OTHER CONSTRUCTION (BOTTOM)AND (1) @ RISER ROOF PANEL TO WALL DETAIL (TOP) NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3)EACH#8 x 1/2" LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 1/2"WASHERS. ALL SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN. PAN RIBS SHALL RECEIVE (1) EACH#8 x 1/2" SCREW EACH. THE PANS MAY BE ANCHORED THROUGH BOXED PAN WITH (3) EACH#8 x 1"OF THE ABOVE SCREW TYPES AND THE ABOVE SPECIFIED RIZER SCREW, #8 x 9/16"TEK SCREWS ARE ALLOWED AS A SUBSTITUTE FOR#8 x 1/2" S.M.S. Lawrence E. Bennett, P.E. CIVIL ENGINEER•DEVELOPMENT CONSULTANT P.O.BOX 4366,SOUTH DAYTONA,FL 32121 TELEPHONE(904)7674774 FAX(904)767-8556 SEAL PAGE © COPYRIGHT 2000 7-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. ro v m N D Table 7.2.2 Allowable Spans for Riser Panels for Various Loads M O Aluminum Building Systems, Inc. n Manufacturers Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 --A 3"x 12"x 0.019"Riser Panels '0 Open Buildings Enclosed Buildings z n < 17 Wind Applied Overhang Condition Wind Applied Overhang Condition One and Three Max One and Three Max w p o Z --I Region Load Two Span Span Four Span Cantilever Region Load Two Span Span pan Cantilever M 0 m > m D 102 M.P.H. 17 10'-7" 13'-1" 13'-4" 4'-11" 102 M.P.H. 30 8'-10" 10'- 11'-1" 4'-2" � -o m � C(D 110 M.P.H. 20 10'-1" 12'-6" 12'-9' 4'-9" 110 M.P.H. 35 8'-4" 10'-7" '&-11" 0 0 o p m m 120 M.P.H. 24 91-6" 11'-9" 12'-0" 4'-6" 120 M.P.H- 41 T-11" 9'-11" 3'-9' C o $ m 4 m ' 130 M.P.H. 28 9'-0" 11'2" 11'-5" 4'-3" 130 M.P.H. 48 9'-3" 9'-5" 3'-6" M 9 g o o W 140 M.P.H. 32 8'-7" 10'-7" 10'-10" 4'-0" 140 M.P.H. 56 8'-10" B'-11" 3'-4" b I m1. .150 M.P.H. 37 8'-2" 10'-2" 10'-4' 3' 10" 150 M.P.H. -10" 8'-5" 8'-7" T-2" o ° V y 3"x 12"x 0.026"Riser Panels .+ AN c=rl Open Buildings Enclosed Buildings zWind Applied Overhang Condition d&JMWd Applied Overhang Condition D � m Region Load One and Three Four Span M Region Load One and Three Four Span Max r Two Span Span Two Span Span Cantilever (� f 102 M.P.H. 17 11'-10" 14'-8" 14'-11" 102 M.P.H. 30 9'-10" 12'-2" 12'-5" 4'-B" 0 110 M.P.H. 20 11'A" 13'-11" 5'-0" 110 M.P.H. 35 9'-5" 11'-7" 11'-10" 4'-5" Q 120 M.P.H. 24 10'-8" 13'2" 5'-0" 120 M.P.H. 41 8'-10" 10'-11" 11'-2" 4'-2" Q T 130 M.P.H. 28 10'-1" -9" 1 4'-9" 130 M.P.H. 48 8'-5" 10'-4" 10'-7" 3'-11" 7l = r M A ,' 140 M.P.H. 32 9'-7" 12'-1" 4'-6" 140 M.P.H. 56 T-11" 9'-10" 10'-1" 3'-9" o CD D 150 M.P.N. 37 9'- '-4" 11'-7" 4'-4" 150 M.P.N. 64 7'-7" 9'-5" 9'-7" 3'-7" v -- r- Z z ` ^p 3 3"x 12"x 0.032"Rise M 0o o v= Z Open Buildings Enclosed Buildings r m N Co i 3 �� Wind led Overhang Condition Wind Applied Overhang Condition O o vD pp Itfl One and Three Max One and Three Max 0 0 o C R Load Two Span Span Four Span Cantilever Region Load Two Span Span Four Span Cantilever Q P.H_ 17 12'-9" 15'-9" 16-1" 5'-0" 102 M.P.H. 30 10'-7" 13'-1" 13'-4' 4'-11" n 110 M.P.H. 20 12'-2" 15'-0" 15'-4" 5'-0" 110 M.P.H. 35 10'-1" 12'-5" 12'-8" 4'-9" z z 120 M.P.H. 24 11'-6" 14'-2' 14'-5" 5'-0" 120 M.P.H. 9 -6 P.H. 41 9'-6" 11' " 11'-11" 4' " Ln m D c Gl 130 M.P.H. 28 10'-10" 13'-5" 13'-8" 5'-0" 130 M.P.H. 48 9'-0" 11 -4 '-2" 11' " 4'-3" N�co C)i U) 140 M.P.H. 32 10'-4" 12'-9" 13'-0" 4'-10" 140 M.P.H. 56 8'-7" 10'-7" 10'-10" 4'-0" z o„T 150 M.P.H. 37 9'-10" 12'-2" 12'-5" 4'-8" 150 M.P.H. 64 8'-2" 10'-1" 10'-4" T-10" m v —i Note: Total roof panel width=room width plus wall width plus overhang. M V A W 3 -0 P r V U M V A O m N SCREEN, VINYL & GLASS ROOMS SECTION 3 Table 3.2.2 Allowable Upright Heights Screen, Vinyl and Glass Rooms Aluminum Alloy 6063 T-6 3"x 2"x 0.045"Hollow Extrusion Wind Zone Load 102 M.P.H. 110 M.P.H. 120 M.P.H.1 130 M.P.H. 140 M.P.H. 150 M.P.H. Width Applied Load 8#/Sq.Ft. 9#/Sq.Ft. 10#/Sq.Ft. 12#/Sq.Ft. 15#/Sq. Ft. 16#/Sq.Ft. 36" 12'-6" 11'-8" 10'-8" 9'-10" 8'-11" 8'-6" 42" 11'-7" 10'-9" 9'-11" 9'-1" 814" 7'-11" 48" 10'-10" 10'-1" 9'-3" 8'-6" 7'-9" 7'-5" 54" 10'-3" 9'-6" 8'-9' 8'-0" 7'-4" 6'-11" 60" 9'-8" 9'-0" 8'-3" 7'-7" 6'-11" 6-7" 66" 9'-3" 8'-7" T-11" 7'-3" 6'-8" 6'-4" 72" 8'-10" 8'-3" T-7" 6'-11" 6'-4" 6'-0" 78" 8'-6" 7'-11" 7'-3" 6'-8" 6'-1" 5'-9" 84" 8'-2" 7'-7" 7'-0" 6'-5" 5'-10" 5' 7" 90" T-11" 7'-4" 6'-9" 6'-2" 5'-8" 5'-5" 2"x 3"x 0.045"Hollow Extrusion Wind Zone Load 102 M.P.H.T 110 M.P.H. 120 M.P.H.1 130 M.P.H. 140 M.P.H. 150 M.P.H. Width Applied Load 8#/Sq. Ft. 9#/Sq.Ft. 10#/Sq.Ft. 12#IS .Ft. 15#/Sq. Ft. 16#/Sq.Ft. 36" 14'-3" 13'-3" 12'-2" 11'-2" 10'-3" 9'-9" 42" 13'-3" 12'-3" 1114" 101-4" 9'-6" 9'-0" 48" 12'-4" 11'-6" 10'-7" 9'-8" 8'-10" 8'-5" 54" 11'-8" 10'-10" 9'-11" 9'-2" 8'-4" 7'-11" 60" 11'-1" 10'-3" 9'-5" 8'-8" 7'-11" 7'-6" 66" 10'-7" 9'-10" 9'-0" 8'-3" 7'-7' 7'-2" 72" 10'-1" 9'-5" 8'-8" T-11" T-3" 6'-10" 78" 9'-8" 9'-0" 8'-4' T-7" 6'-11" 6-7" 84" 9'-4" 8'-8" 7'-11" 7'-4" 6'-8" 6'-4" 90" 9'-0" 8'-5" T-9" 7'-1" 6'-6" 6'-2" 2"x 4"x 0.050"Hollow Extrusion Wind Zone Load 102 M.P.H. 110 M.P.H. 120 M.P.H.1 130 M.P.H. 140 M.P.H. 150 M.P.H. Width Applied Load 8#/Sq. Ft. 9#/Sq.Ft. 10#/Sq.Ft. 12#/Sq.Ft. 15 t. 16#/Sq.Ft. 36" 19'-7" 18'-2" 16'-9" 164" 14'-0" 13'-4" 42" 18'-1" 16'-10" 15'-6" 14'-2" 12'-11" 12'4" 48" 16'-11" 15-9" 14'-6" 13'-3" 12'-2" 11'-6" 54" 15'-11" 14'-10" 13'-8" 12'-6" 175" 10710-- 601, 0'-10"60" 15'-2" 14'-1" 12'-11" 11'-10" 10'-10" 1014" 66 14'-5" 13'-5" 12'-4" 11'-4" 10'-4" 9'-10" 72" 13'-10" 12'-10" 11'-10" 10'-10" 9'-11" 9'-5" 78" 13'-3" 12'-4" 11'-4" 10'-5" 9'-6" 9'-1" 84" 12'-10" 11'-11" 10'-11" 10'-0" 9'-2" 8'-9" 90" 12'-4" 11'-6" 10'-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 maximum height allowed for each extrusion. Screen Splines on 3"side. extrusion turned with 3"side parallel to sole plate. Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767.4774 FAX(904)767556 SEAL © COPYRIGHT 2000 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 3-21 SECTION 3 SCREEN, VINYL & GLASS ROOMS Table 3.1.2 Allowable Beam Spans - Hollow Extrusions for Screen and / or Vinyl [Open] Rooms with Solid Roofs Aluminum Alloy 6063 T-6 Wind Zone 102 MPH 1 110 MPH 1 120 MPH 1 130 MPH 1 140 MPH 1 150 MPH Applied Load 17#/Sq.Ft20#ISq.Ft 24# Sq.Ft28#/Sq.Ft32#/S .Ft 37 .Ft Load Width 3"x 2"x 0.045- 51 6'-6" 1 6'-0" 5'-6" 5'-1" 4'-9" 4'-5" 6' 5'-11" 51-6" 5'-0" 4'-8" 4'-4' 4'-0" 7' 5'-6" 5..111. 4'-8" 4'4" 3'-11" 3'-9" 8' 5-1" 4'-9" 4'-4" 4'-0" 3'-9" 3'-6" 9' 4'-10" 4'-6" 4'-1" 3'-10" 3'-6" 3'-3" 10' 4'-7" 4'-3" 3'-11" T-7" 3'-4" 3'-1" 11' 4'-4" 4'-1" 1 3'-9" 1 T-5" 1 3'-2" 1 2'-11" 12' 4'-2' 1 T-11 1 T-7" 1 T-3" 1 T-1" 1 2'-10" Load Width 2"x 3"x 0.045" 5' 6'-9" 6'-3" 3 9" 5'-3" 4'-11" 4'-7" 6' 6'-2" 5'-8" 5'-3" 4'-10" 4'-6" 4'-2" 7 5'-8" 5'-3" 4'-10" 4'-6" 4'-2" 3'-10" 8' 5'4" 4'•11" 4'-6" 4'-2" 3'-10" 3'-7" 9' 5'-0" 4'-8" 4'-3" T-11" T-8" T-5" 10' 4'-9" 4'-5" 4'-1" 3'-9" 3'-6" 3'-3" 11' 4'-6" 4'•2" 3'-10" 3'-7" 3'4" 3'-1" 12' 4'4" 4'-0" 3'-8" 3'-5" 3'-2" 2'-11" Load Width 2"x 4"x 0.050" 5' 10'-1" 9'-5" 8'-7" 7'-11" 7'-4" 6'-11" 6' 9'-3" 8'-7" 7'-10" 7'-3" 6'-9" 6-3" 7' 8'-7" 7'-11" 7'-3" 6'-9" 6'-3" 5'-10" 8' 7'-11" 7'-5" 6'-10" 6'-3" 5'-10" 5'-5" 9' 7'-6" 7'-0" 6'-5" 5'-11" 5'-6" 5'-2" 10' 7'-2" 6'-8" 6'-1" 5'-7" 5'-3" 4'-10" 11' 1 6'-10" 6'-4" T-10- F- - 4'-11" 1 4'-8- 12' 1 6'-6- 6'-1" 5'-7" 1 5'-2" 1 4'-9" 1 4'-5" Note: 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. Tables assume extrusion oriented with longer extrusion dimension parallel to applied load. Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767.4774 FAX(904)767.6556 SEAL PAGE © COPYRIGHT 2000 3-18 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SOLID ROOF PANEL PRODUCTS SECTION 7 0 ROYAL ALUMINUM EZ-LOK ROOF PANEL Table 7.3.1 Allowable Spans for EZ-LOK Panels for Various Loads Royal EZ-LOK Composite Panels Manufacturers Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S.1# Density 3"x 48"x 0.024"Roof Panel with R Value of 11.58 • Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied 0 erhang Condition Region I Load NONE 1'-0" T-O" 3'-0" Region Load NONE 1'-0" 1 2'-0" 3'-0" 102 M.P.H. 1 17 16'4" 1F'•5" 16'•10" 17'-5" 102 M.P.H. 30 12'-9" 12'-11" 13'-4" 14'-1" 110 M.P.H. 1 20 15'-2" 15'-3" 15'-8" 164" 110 M.P.H. 35 11'-10" 12'-0" 12'-6" 13'-3" 120 M.P.H. 24 13'-11" 14'-0" 14'-5" 15'-2" `120 M.P.H. 41 10'-10" 11'-0" 11'-7" 12'-5" 130 M.P.H. 28 12'-10" 12'-11" 13'-5" 14'-2" 130 M.P.H. 48 10'-0" 10'-3" 10'-9" 11'-8" 140 M.P.H. 32 11'-11" 12'-1" 12'-7" 13'-41" 140 M.P.H. 1 56 1 V-3" 9'-6" 10'-1" 11'-1" 150 M.P.H. 37 11'-1" 'll'-3-111--10-1 12'-7" 150 M.P.H. 64 1 8'-8" 8'-11" 9'-7" 10'-7" 4"x 48"x 0.024"Roof Panel with R Value of 15.44 Open Buildings Enclosed Buildings Wind Applied Overhan Condition Wind Applied 0 erhang Condition Region Load NONE 1'-0" T-O" 1 T-0" Region Load NONE 1'-0" 1 2%0" 3'-0" 102 M.P.H. 17 17'-11" 18'-0" 18-4-116-11- 102 M.P.H. 30 13'-9" 13'-11" 14'-4" 14'-11" 110 M.P.H. 20 16'-8' 16'-9" 17'-1" 17'-8" 110 M.P.H. 35 12'-9" 12'-11" 13'-4" 14'-1" 120 M.P.H. 24 15'-3" 164" 15'-9" 16-5" 120 M.P.H. 41 11'-8" 11'-10" 12'4" 13'.2- 130 M.P.H. 28 14'-1" 14'-3" 14'-8" 15'-4" 130 M.P.H. 48 0'-10" 10'-11" 11'-6" 12'4" 140 M.P.H. 32 13'-1" 13'-2" 13'-8" 1414" 140 M.P.H. 1 56 1 10'-0" 10'-3" 10'-9" 150 M.P.H. 37 12'-2" 12'-4" 12'-10" 13'-7-1 150 M.P.H.J 64 1 9'4" 9'-7" 10'-2" 11'-1" 5"x 48"x 0.024"Roof Panel with R Value of 19.30 Open Buildings Wind Applied 0 erhan Condition Wind Applied 0 erhang Condition Region Load NONE 1'-0" 2'-0" 3'-0" Region Load NONE V-0" 1 2'-0" 3'-0" 102 M.P.H. 17 20'-2" 20'4" 20'-7" 21'-1" 102 M.P.H. 30 15'-5" 164" 15'-11" 16'-7" 110 M.P.H. 20 18'-9" 18'-10" 19'-2" 19'-8" 110 M.P.H. 35 14'-4" 14'-6" 14'-11" 15'-6" 120 M.P.H. 24 17'-2" 17'4" 17'-8" 18'-3" 120 M.P.H. 41 13'-2" 13'-3" 13'-9" 14'-5" 130 M.P.H. 28 15'-11" 16'-0" 164" 16-11" 130 M.P.H. 48 127 12 -2" '-3" 12'-9" 13'-6- 140 M.P.H. 32 14'-9" 14'-10" 15'•3" 15'-11" 140 M.P.H. 56 11'-3" 11'-5" 11'-11" 12'-9" 150 M.P.H. 37 13'-9" 13'-11" 14 4' 15'-0" 150 M.P.H. 1 64 1 10'-6" 10 8" 11'-3" 12'-1" 6"x 48"x 0.024"Roof Panel with R Value of 23.16 Open Buildings Enclosed Buildings Wind Applied Overhan Condition Wind Applied 0 erhang Condition Region I Load NONE 1'0" 2'-0" 3'-0" Region Load NONE 1'-0" 2'-0" 1 3'-0" 102 M.P.H. 1 17 27-3-122-4- 22'-7" 23'-1" 102 M.P.H. 30 16'-11" 17'-1" 17'-6" 18'-0" 110 M.P.H. 1 20 20'-8" 20'-9" 21'-1" 2176" 110 M.P.H. 35 15'-9 15'-11" 16'-3" 16-11" 120 M.P.H. 24 18'-11" 19'-1" 1974" 19'-11" 120 M.P.H. 41 14'-6" 14'-7" 7570" 15'-8" 130 M.P.H. 28 17'-6" 17'-7" 17'-11" 18'-6-1 130 M.P.H. 48 13'4" 13'-6" 13'-11" 14'-8" 140 M.P.H. 32 16'-3" 16'4" 16'-9" 17'4" 140 M.P.H. 5612'-5" 12'-7" 13'0" 13-9" 150 M.P.H. 37 15'-2" 15'-3"1 15'-8"1 16'-4'1 150 M.P.H. 64 1 11'-7"FIT7971 12'-3" 7_37-0-- Notes: 1)For Live Load+Dead Load requirements the following conversion applies. For panel span use'Room Projection'+'Overhang'(See drawings).Panel span under wind load is from attachment point on existing building to front wall add overhang desired to obtain total panel length. 2)Use this table for roof systems with Easy-Lock Sun-Ray sky light panels. ZEN METRLS USRTM Lawrence E. Bennett, P.E. ROYAL ALUMINUM CIVIL ENGINEER•DEVELOPMENT CONSULTANT 1746 E. MAIN ST. P.O. BOX 895008 LEESBURG. FL 34789-5008 P•O.BOX 4368,SOUTH DAYTONA,FL 32121 TEL: (352) 787-4000 FAA: (352) 787-6031 TELEPHONE(904)767-4774 NATIONAL: 1-800-342-3622 FAX(904)767-056 SEAL © COPYRIGHT 2000 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 7-27 ' SCREEN, VINYL & GLASS ROOMS SECTION 3 SOLID COVER MINIMUM 2" x 2"x 0.032" (TYPICAL) EDGE BEAM v7 Lu MAXIMUM WIDTH= Lu EDGE BEAM SPAN Q Lu SHEETING MINIMUM ONE SIDE EDGE BEAM SLAB 3-1/2" MINIMUM (SEE DETAIL) TYPICAL ELEVATION GLASS ROOM WALL ANGLE (1) SIDE OR BLIND 2"x 2"WINDOW HEADER SCREW WINDOW ADDITION ANCHOR W/MIN.#10 x 1" S.M.S. @ 6" FROM EACH CORNER AND 16" O.C. MAX. CHAIR RAIL 2"x 2"ALUMINUM EXTRUSION KICK PLATE ANGLE (1)SIDE OR BLIND SCREW TYPICAL ELEVATION GLASS ROOM WALL Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767-4774 FAX(ON)767.6556 SEAL PAGE © COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 3-5 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J :y ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00000902 Date 7/09/08 Property Address . . . . . . 1673 LINKSIDE CT Application type description RESIDENTIAL OTHER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 2350 ---------------------------------------------------------------------------- Application desc REPAIR COLUMN ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ JEP CONTRACTORS INC 1416 FOREST AVENUE NEPTUNE BEACH FL 32266 (904) 247-9525 ---------------------------------------------------------------------------- Permit BUILDING PERMIT Additional desc . . Permit Fee . . . . 45 . 00 Plan Check Fee 22 . 50 Issue Date . . . . Valuation . . . . 2350 Expiration Date . . 1/05/09 ---------------------------------------------------------------------------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 45 . 00 45 . 00 . 00 . 00 Plan Check Total 22 . 50 22 . 50 . 00 . 00 Grand Total 67 . 50 67 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. City of Atlantic Beach APPLICATION NUMBER js sj Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone(904)247-5828 • Fax(904)247-5845 SrGrd,3»r E-mail building-dept@coab.usj City web-site: httpJ/www.coab.us Date routed:pJ/www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1 f7 � PJ C6�� Department review required Yes No Building Planning&Zoning Applicant: Jai CQQ_C / _ _ Public Works v Public Utilities Project: Y ���n Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other. APPLPATION STATUS / Reviewing Department First Review: PjApproved. ❑Denied. (Circle onek Comments: j BUILDING PLANNING&ZONING PUBLIC WORKS Reviewed by: Date:LQ PUBLIC UTILITIES Second Review: []Approved as revised. ❑Denied. Comments: PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: [Approved as revised. ❑Denied. Comments: Reviewed by: Date: CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION aa , (/Alterations& Additions) Date: Job Address: �4 73 Z—j 1,k5;de Owner of Property: er'l I 1p xS v Address: 20'V4 S IM 4t-yr ./slant 4aAjQ . /1�ej o— 94k Telephone: 241 Legal Description: Block Number: Lot Number: Zoning District: Contractor: J11W State License Number:666-OS8!> Contractor Address: A%qiW eI5, 41= A_J,, 6,ty,:G or-z- �z'�`�'� Telephone: -.217- rFax: 2V7— Jl g-0 Describe proposed use and work to be done: 9X r r 5 c-"ze_-.o p rytyc r ver% f e r-K Present use of land or building(s): .S Valuation of proposed construction: What are the dimensions of the added space: n/ feet x feet Will the added area be heated and cooled? 4;k New electrical or increase in service? ,yam Add plumbing fixtures? Add fireplace? Add heating/air conditioning? Is approval of Homeowner's Association or other private entity required? (- If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material, or the addition of 5% or more to the original impervious area or the removal of any trees? El'NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ff'NO. Applicant certifies that no trees will be removed for this project. ❑YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction pl Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 1MrNKMVMjD7r9R CODE COMPLIANCE (� 3WATLANTIC BEACH ; 0 minole Road •Atlantic Be h,Flori 247-5800 •Fax: (904)247- 5 •http:/AMXVA1MV10&AtWfkW0NAL Page REQUIREMENTS AND CONDI&WNS/04 V#P * . � REVIEWED BY: DATE: _p in addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information provided with this application is correct. Signature of owner: Date: 7 I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and co and that the plans and sup ing data have been or shall be provided as required. , Signature of Contractor: Date: 7-- -7 Address and contact information of person to receive all correspondence regarding this application(please print). Name: 9 tVl►^� �``'-�i rs +L Mailing Address: Fo v 4 V i A/° 3 "z:Z6(,_, Telephone: Z Z.q /, F 3 Z Fax: Z _ JI S5'� E-Mail: t c�.j2LCttlr—ce e-y'9 r� G4/x Cats).` AS TO OWNER: Sworn to and subscribed before me this C day of '— State of Florida,County of Duval June Codner-KongQue�°tart sSignature: ?;f ; Commissiop#DD54126� Personally known arr Expires April 17 2010 BpAd�91roY Falm ffl'ufafl64 fna Aoo•3sao+�''P'oduced identification --,, ��,, Type of identification produced``r—t.-- '--) AS TO CONTRACTOR: Sworn to and subscribed before me this Z74 day of \,—)'LL . L✓ Sof Florida,County of Duval Notary's Signature: JEANETTE M.DEAN _ C__-- .: MY COMMISSION#DD 500964 D-I ersonally .0. EXPIRES:January 23,2010 Produced id tification Bonded Thru Notary public Underwriters A Type of identification produced rte• � .- 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atlantic-beach.f.as Page 3 Revised 8/04 1 Talifiratt of Mccupunru Tito of Atlantic Weorll — Nloriba Department of Nuilbing 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. 106 2 Group W.frame Type Construction S!f FireDi Atlantic Bench Centex Real Estate b outs o n Drive S.C Owner of Building Address ,lgg ;ggV���g f FL 32216 Buil ' Address1673 Link ide Ct.N. Locality Atlantic Reach, FL 32233 By. DON C. FORD Building Official Date: POST IN A CONSPICUOUS PLACE /n� ���,� /C�ITY� O/F /� TYt a4c /3ericA-"t&ud4 Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time J� A.M. Received V RM. /6 7 3 Job Addrl - 'lity Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring - Rough ❑ Air Cond. & Re Roofing ❑ Slab ❑ Temp Pole Top Out ❑ Heating Insulation ❑ Lintel ❑ Final E, Sewer ❑ Fire Place ❑ _ Pre Fab READY FOR INSPECTION -� DM Mon. Tues. Wed. Thurs. a Friday (: l ��[ J q► Inspection Mad �` t • � P.M. Inspector—A0 kp-�9 Fin peCff — Certificate of Occupancy ❑ 010 Date P.01 CITY OF ATLANTIC BEACH, FLORIDA A >l'?UGIMOM 17012 r-LEICTRICAL hHCIMIT 1011W Cllif:f'•VI.CCTIIICAL fN;'Pr.CT011: ONTf:: .�O f 091 IT.7.•:)fITAN':t10Tlil?: IN CON;UMIATION Ol' PFrmiT r,IvCN I.O1l DOING TIII. WO(II( AS DI:SCIIID[D IN TIIE.rOILOWING, WE 11('tW'UY :,;:IILC 10 11.111.01161 SAID WO,II( 114 ACCORDANCE WI111 114C AnACIILD PLANS AND SPECIFICATIONS, V11t11:11 Alt;:A l'Afl f III'll f.0r, ANTI IN ACCOIIDANCE 1411 1 ilIK CL1 CTIIICAI•IIIZGULATIONS.CODES AND CITY OF A1'LANTiC!t1'ACI1 n11nn4nrJcla. ' l_►_l eflflr::.1.rlli�ulI.t'.(mm1L!P�.P�-5!ON-,Nlull I. JOUH lfYl, N L1'I S r(` �!��� _-I.0 it :Y1:_ lJ( 3 l o� - C U� fIOX 11r.:.IM' APT.I 1 CUI.7.1.I 1 ru:ILI(-(v INOu:.1 1 NEW( 1 OLD IM nrw.l l xnul7ula Tnnn.rn S 1 TCIa:`.11 :►CNG 11 SO.FT. C1:11V:c:'.: filAv( ) Ila:Ill!A!:t:( I 1117-PAtn I I FEE AMPS AhIIM_,, —) ,v�rrrunrnnfhucl�_�� -..__':r,me rl1 w . , VO�Y._--_�-I1AJF.WAY_ ►. ?w. ay?va4T c•FM+L�I1nr. wnY FCL°I1 tt Nn ft'/i' 1140. CIT.0 NO, 9170 LiclIT11JIl'-uTLCT� - C,ONCIIAIXT) OPEN TOTAL. CON__C.fAt.P._/1_.l, TOTAL _ , INC,:Nt,tif.!:ClJT I:I_.1l0:lC1;C::NT 11,M.V. n,•rl.twrlC::G^ !I ^��^� - Yl nELLTIVANSr. I Alll 11.1•,t1AYtNtf 11.1',IIATINt) rui:IllTtrlh.INO CUt.0_rAOTOII OT11CIl t/IUTollS AMPS CEII,ItCAT: KW111!AT avill AtUYnII!;y 11.1`. VOI.TAr1C MV: NO, 111.11. VOLTAOC MIS YnnN rrl..:-n'nr: uNnrlf ono V. OVfat 1400 V_ NO,r _KVA NO, KVA NCI,Nf.ON 1:ttAN::I', I JU,~- VA.! h1�\ I MOTbII aI71i SWITCH FLASHER EAfaI SIGN I1 - ' FORWARDED TOTAL FEES 1 MAP SHOWING BOUNDARY SURVEY OF LOT 1146 BLOCK AS SHOWN ON MAP SOF z1Nk'.51,o4L1)vl r 2 AS RECORDED IN PLAT BOOK 9 PAWS 05 OF THE CURRENT PUBLIC AECORDS OF DUVAL CO., FLA. FOR.: C41wr_ ex ,womo$_ cadfAWWRAloN NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE A 111 NED PEAT. ii(OrE�EL Aj/dN A E 4,K�iV 1X,ILrS'(/4 y0)AND /•/e.'F�A lt1�/1�770N•�G C�EGU�?'/C V�R'rYCAL D,G1U�! p,9l?7- Of s6Cr/47A1 /7, Tplt+'N",SNYP 2 so rw lowmao Z 9 eAf r 4 e N . o $ • t Q�t/EL[(�clFi o IE5 V) d ye N f/misr.Fcaaa Ja 0¢.0 a) a 0.4 /4'K10',1KA.E9cr1pME,c/T ti � Q 4,,96BM0W N'/ T, *151 c AN AS xd S' Covc.S/00 .��• J \\/�\J\ `` R' P.C. `�. A Y 1 ' t4o p b P , 7,4'AC4. EA.fEM4rhIr� ERTIF IED TO: / h '7`�Va�� '" .iOsspvk M. 4 MYRTLE A. QARC I A CIX MORTOPA66 ao. \ m METROPOLlrAN TITLE- 4 GUARA►JT`( CO, P:r• STEWART TITWL of dACKSONVILLE,IMC. ` CITY OF Be " Officeof Building Official f FI, REQUEST FOR INSPECTi 10/, ?�,�-S" P Date, l I f Per No. � "' C Time A.M_ Received �f M. /(07-3 �• f ( 7 Job Address cality Owner's Name Contractor D NG M CONCRETE ELECTRICAL PI.iWMBI� ECHANIC Framing a Footing D Rough Wiring ❑ Rough to Air nn .& D Re Roofing G Slab Q Temp Pole D Top Out O Heating Insulation C, Lintel Of Final C Sewer Q Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. t�Wed. Friday PM. p2 1 I A.M. I! t Inspection Made ...•_PM. Inspector__ Certific�cfupancy Date w, NOTICE OF ADDITIONS or • " • D• NOT REMOVE JOB ADDRESS DATE 167 :5 �res /.�_ — 7 i 3 THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted $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 PLUMBING made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors ELEC are in the office from 8A0 a.m. to 5:00 P.M. Monday through Friday. eL .- �,}(fJjfj,/±y`J[j`y[ lyCI CITY OF �/y�//{.1p1�. j/yq♦ J 7 7�N�'I i4-c Awc4 O i�6if MDQ Office of Building Official REQUEST FOR INSPECTION Date_y_ `�' � � Permit No. Time A.M. Received — J--- 'k?M. & _ Job Address c y Owner's Name —_Contractor /1 UIL Gµ" CONCRETE . ELECTRICAL PLUMBING MECHANICAL Fra Footing 7 Rough Wiring Rough G Air Cond.& Re Roofing Slab Temp Pole Top Out E, Heating Insulation Lintel Final Sewer ❑ Fire Place C Pre Fab READY FOR INSPECTION Man. Tues. Wed. Thurs, Friday PM. .• A.M. _ Inspection tvtade _ ✓ —P,M, "torr^✓L final Inspection Certificate of Occupancy Date _ CITY OF • 4&4^ik AMe 34•A;Aalitd4 Office of Building Official � y REQUEST FOR INSPECTION / C 6 oate Permit No. Time /f? Received / t✓ �,r, � Job A +js Owner's ; Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANI Framing Footing Rough Wiring Rough Air Cond.8 Re Roofing Slab Temp Pole Top Out Heating Insulation .:/ Lintel Final Sewer Fire Place Pre Fab BEADY FOR INSPECTION lon.J Tues C�t Wed. Thurs. Friday i rf,/ A.M. ;pectior,Made _—� � `_-f-__�'� __ _�__ __PM. ci j Final Inspection Certificate of Occupancy Date NOTICE OF ADDITIONS or • " • D• NOT REMOVE JOB ADDRESS DATE 167-3 /ev Dx 10-2- 3 THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted I — ,fix► r� c f ,/K t SS/AJ 6 OV E 0 AJ $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 aLUMeiNc made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. BL e t CITY OF 80 SV4MLE ROAD --- --- — -- ATLANTIC REACH,F L IDA 32233-5415 TELEMONE(!M)247-SM FAX(!M)247-SM NOTICE TO: Water Department FROM: Building Department DATE: /• ' �l 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 Sincerely, Building Department uoW Sari / oo to a\e4� 3 6u116�ald �a�Ed°o �o�Noadsuv W� peM ���� v aps sinyi �dSN�by a� S � / Saa Qro 1� \wai C� 1�`�N 'i rota tieR p°� W d al --y PO W dgd a�' d opg,tiu puo0 s ylov,d���w ,Zoo .,A P\e l n oN tiu}'ad 1S���}3 4 o cap- co 0 6 Qs- G � � 2 m u U O R _ V d cp r m �� a. U d E N 2 i i .DATE sao PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MAGE AND ARE SATISFACTORY: � R / =- ---- — = ----------- --- -_ /c� --" ------------------- ------ ' ------------------------------------------------._- ------ ' -------------------------------------------------_ ------ ' -------- ---------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, f 6UILDIN INSPECTION DIVISION cc: FILE GJ ogq ptticiai � y ate +��`vdyn9 ��rapN ! , ° 5P POOP 1.. r pM M GN patee 'f�j uaorN Heatm9 0 j,ec8�ved � � t, ou � F,r e Fab yM- P E P\Cp` toP Out pr fob► EL arn9 Steer oug tie / O�ryer s ,.--� na PQ O14N FndaY irn9 - \NSPe SnurS y oR SOONN wed pM. ect,Qn agcy µe poot�n9 G FIna\inSP of�ccuP ' 1nsu�a��on C','o'cate Sues �- r Mon' Made ect`Qn \n5P J� tos t A 1n5Pg „'-ta(„ f V ' s TRANSMITTAL DOCUMENT FOR JEA DATE: The following permits have passed "rough" inspection: Permit No. Address Rmc&mm&mz@xx=xgixku4*m=PdXMx=&xbkox4xomxd2ba. Please update your records accordingly. Tnk u, BU 'DING CLERK CITY OF ATLANTIC BEACH /vcb A POR 7777 pEll►RTMENI'01=�UILttNO CITY OF ATLANTIC BEACH ION .»_..,r.--- LOCATION too PtW'r . tem ► t Add' * t 3 COURT NORTH e: "N ��xCAL ATL " I �6 xG1IDR of ttlz: Nom. " 10 Oc AXE RN I wc� '�i c►d t Subdivision. SII`LVA LINKS��N Ue T;ansrav. C06t Est 04 $0,.` t ' Ds101-13 1�05 ` RA.L S�EIAT D AIR Id )' ROMA r I,CA ION; II %IS Of PFI,' . DE CIIURT NORTHi k IMPA fID C> rLO , rig AP t ?TT .5 " 113DON ASS i; N. . ;y) 0 .00 RADON C rAY}4.{�ON ypq��}r/y. RR{j{Q CAI OYCTIONRL y©I7�� 7Ilit F. rL ..0q0 S - hY* T t S C H .IMPA(n VIRE CONT.St RCI OR S 00 s �IpTES �n u NCTIDE-�-AL1.GtNCRETE RE3iMS AND FOOTINGS MU$7"91 "I�18PECTED BEFORE POURING, PERMIT VOID SIX MONTHS AFTER:PATE OF ISSUE BUILDING MATERIAL,RUBBISH aND DEBRIS FROM THIS WOR{ MUST`NOT BE PLACED IIS PUBLIC SPACE,AND MUST BE, CLI AI IED 11P ANI3 HAULED, BY,EITHER CONTRACTOR OR OWNER CAN ' .Pi �RIP 'YIi+1Ct1C BLILt �'lloifNl� D ACCOR©iNG TO APPROVE[ PIANS WHICH ARE PART OF THIS PERMIT AND�UBJECTTO' RATION ;ION APtICABLE.PROVtS4N OF . AMANTIC �I-i�8 1tLDING 0EPA�'TMEN t10f�OAQ t t r„ BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC 09ACN.VLORIDA OAX33 APPLICATION "FOR MECHANICAL- PERMIT CAta IN NUMBER IMPORTANT -- Applicant to complete all items in sections I. II..III. and IV. 1• 1673 LINKSIDE COURT NORTH LOCATION Street Addus► OF Isbrtssiiay slre4lsl letwees ATLANTIC BLVD r And4T'MTNnTT V RnAD ------ BUILDING SELVA LINKS-IDE. .LQr,j La -- Sub•diviias 11. IDENTIFICATION -- To be comIIleted by aA applicants to co•siders4on of pHmit gives for doinq the Mort, at dascribed in the above I141e-n0l we haieby 691.4 to ps•Ic••n teid .o•& s::: oe•:r with the 6ttaclVd pilin► end 6p64ifiealioes which are o part hereof Md is accordance with the C;tv of Jeciroav;i's oid;-e•cet e•o w•:r•oi of good pracke 1414d therein. Ham4 el W*41leatcal Contractors Caalr44ter (Fria#) MANDARIN HEATING & AIR, INC. M•tt•r CA.CA12623 Name of Property Ova4r CENT siyaalwr4 of Owasr SIOn'two of w Avthahsd Agent / Arshibsl or Esyinssr Ill. Gtr StAL INFOU"TION A. Typo of he•tiag fwal: IS OTN[R CONSTRUCTION 8[ING OON[ON H4ctric TNIS 1111UILOING OR SITE t YES (r O Gee—O V' ❑ Netwrel ❑ Control Utility IF TES. 61V[ NUMBER CONSTRUCTION ❑ Ori r PERMIT Q Other -- Specify WSCHM14011 MUI►MENT To IE INSTA= NATURE OF WORK (► cal.mapleto Sat of compoaaok oe Rad of',Nis tonal Residential or f Commercial Haet ❑ Space O Reuwad Cottle) O mor New Building 6-W,Co-4,I6-;-v 13 Itw- C-ell) ❑ Existing Building s..:.DTT('TRnARTI i �t ❑ Repisceme-lt of existing system �Wovct Sydow: W6 T1Jddesa.l..,b�...116" 1.14,Jmwesity 1000 New Insislletion(No system previously installed) Q fl.fiq•ntiw ❑ Extension or add-on to existing system Q C 0IL69 toww: Capacity 9 P ❑ Other— specify Q Are stiriaUsm: Nvwber of ho6ale ^� O Efevew ❑ Moalif# Q Escalefor Iswtetber) THIS S1ACE FOR OFFICE USE ONLY ❑ Gawtiae pwm; (number) r (Rasoiwd) O Tas i. (eumbor) Remarl6 ❑ 1%c lftlai 6+s.— (ewwborJ O U•Kt+d praswre vows O e to mit Approved by Date Q CJILW — Swify Permit Fee i UST ALL EQUIPMENT AD CONDITIONING AND REFRIGERATIONEQWP1iENT 1+ftmlDet Valc. S HP , MOM Numsbor Stanutaeturrr jY ApPro+'�i 1 COND TWR030 TRANE 2-, UL r L/ CITY OF ATLANTIC BEACH, FLORIDA App' prowdby APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:..,, IMPORTANT NOTICE: , IN CONtIDERATION 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 NEAEOF.'A"ID IN ACCO,RDAKE WITH .VHE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ,1 CD '/ c c`�S /��✓�L�'� ELECT ICAL FIRM; MASTED EILECTRICIAN EJOURNEYtdAN NAME�7� D�ne-S ADDRESS://4P7,3 L1WITI-1: a t- RFD-BOX- BLDG. FDBOXBLDG.SIZE BETWEEN: RES.W APT.( 1 COMM.( ! PUBLIC,( ) INDUS.1 ) NEWK OLD l I REW. I I ADDITION( ) TRAILER ( ) TEMP.1 ) SIGNS ( ) SQ.FT. SERVICE: NEW INCREASE( 1 REPAIR ( ) FEE CONDUCTOR SIZE AMPS 150 COPPER ALUM, MMTCH ORB E ERAMPS PHIqW20OLTAY EXIST.SERV.SIZE AMPS PN • W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE , LIGHTING OUTLETS rONCEAL9Di;PEN I TOTAL RECEPTACLES CONCEALED OPEN I TOTAL O.aO AMPS. 3 1.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 01100 AMPS. OV[R APPLIANCES _ I I I BELL TRANSF. AIR N.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CE1L HEAT: KW-HEAT 0.1 OVER MOTORS H:P. VOLTAGE PHS NO. 111.P. VOLTAGE PHs U11cr1.1 I hm nlIS , �t CITY OF Office of Building Official RE LEST FOR INSP GT1Z0,_ _ Date c4���� !/ Permit Time Received ___—__� P. Job Add r cality Owner's Name --Contractor BUILDING CONCR ELECTRICAL PLUMBING MECHANICAL Framing Footing Rough Wiring E] Rough Air Cond,& Re Roofing a Temp Pole Top Out Heating Insulation E Lintel 01 Final C Sewer Fire Place _ Pre Fab REOYR INSPECTIONMon. Tues. Thurs. Friday _. A.M. Inspection Made _ —P.M. Final inspection Inspector _ _ — _ Certificate of Occupancy l Date _ CITY OF 4&ate Beach-49&udaI i Office of Building Official. J' REQUEST FOR INSPECTION v ' Date ` rmit N Time aA. /. //'� 3e, /� Received /6 <7✓�3l �� /G Job Add Locality I Owner's Name Contractor l BUILDING CONCRETE ELECTRICALPLUMBtiVG—� MECHANICAL Framing _. Footing ❑ Rough Wiring _= Rough � Air Cond. & Re Roofing ❑ Slab C Temp Pole Top Out _ Heating Insulation ❑ Lintel G Final - Sewer Fire Place Pre Fab READY FOR INSPECTION A_M. Mon. Tues. Wed. Thurs. Friday A.M. Inspection Made — P.M. :n3pectcr __ Fina!Inspection Certificate of Occupancy C Date _ __ 14768 > ► WT of BU CIjrY INFO 1'ON 1XV61WTOW TLANrC BCt Permit ars :. 1 1:11 IDE COURT �FORTH Permit Type: PI UMSTRO A�L�TIC BBAcK1 �`L;ORIDA 32233 " « NEW-Class o t Work ccmtr. Type: NCS >; air« Block,, ;° Btzc�r�: Proposed Use: SINGLE F'�'li Y T64ns ip RNG« B Bt ,mtdvelu+ « ` SIDE WOO Improv. cost : Std.GiJ Tatal " " ,7 ,SIB Amount aid a D 9/i4j95 rW ON ., . ... rwINQ1 JN RL W { WMT` � +.'...«.bs r• ,. .. - w Mi.f.nY++n�i'P -a+i .�.r;ww '.,. '. :.rr row. e. NameP "I MPAL OFNS'ATJT"MIRT ct FEE, $0.04 ' 00 X dr Pha ; AP { .. CAS ' . " ; LUMBI Addr E?2ISF � ALV B � 'AP #«44 Lice « CPCQ T'YP4« 4 t � x ' MOTES: f " p 4' r( . I k "MCE=ALL CQNCRSTE F4RMS,ANO FflE3TINQ511AUST'BI�INSt�E�TBI�BEFORE POURING PERMIT 1lOit?SIX MONTHS AFTER DATE OF ISSUE r � F , , BUILDING M#T-_ERIAL,"RUBBISH AND,DEBRIS FAOM THIS WORK DUST NOT SE PLACED IN PUBLIC SPACE,AND MUST Br* CLEARED UP AND HAULED AWAY BY.-EITHER CONTFIACTOR QR OWNEA G , l P # �RTY CI"V1iTV`I ' � fE1L. J1a'i 1PI 3 '#. ' SUED ACCORDING TO APPROVED PIANS WHICH ARE PART.OF THIS PEfI IT AND SUBJECT TO Ag"ll T'llt i r VIOLATION OF APPLICABLE PROVISIONS.OF LAW. .�ATLANICBE CH BU DIN t PA TMENTr CITY OF ATLANTIC BRACH APPLICATION FOR PLUMBING PERMIT 7 JOB LOCATION: N OWNER OF PROPERTY: BUILDING CONTRACTOR:PLUMBING CONTRACTOR AND ADDRESS: Sola 1 Q TELEPHONE NUMBER: f `' nLL(2:� STATE LICENSE NO: C - 0-1 '9-.l 9 A ' TYPE OF BUILDING: ci ` TYPE OF WORK: m 1. HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS ---.:URINALS --DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTBER TOTAL FIXTURE COUNT: s $3.50 + $15.00 = $ ---------------------------------------------------------------- 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 PW3844 10 $5, ©EPART�fIENT OF BUIL 3TEMO ��� Tf?Ac h1% QI'I Y C��A`fLsANTIC I3EACIi. ,S �{ Owl.. .. ... ,.�... � rCA I3 '. ,. . ,... P� .t >�or: 10652 Add ass � 1.1 '73 LIWt �OUR� NCIH' rstt `3� NttIIANt1 :; WRIDAIM322133, ZG Const r type WOOD P M19- � Leat : � .' I l iac „° Septi � r+ I+�a d e z SINCL Mft N Tre l Ind . t1 ' '� �bcli�: SINS-I�It, 3,t .mit.e Value: �81.6��:t�4 �� �' cu 0 Cost 10, 00 Tota I 'ees:; «i ,w � . Amoun 44, b $/21,/9 Werk I «P um H*MP ER I�LI�, S WSJ 1. ' iplkic),TION PISS . i A ��� �», VOMIT .l �" Ad 3INT ;D IV, 56UT A'M, IXI+A ` Z 4 .yv � . '1 PAC1a �<fl 1 ° �'51 ipr��fi 1 N` A3 ° Name W I;S` A ' CAP I' A4 IMP�OV�, X32 5 rto Address, ��y "POINT �f9Yn , e uama>u a uShk 6 v°^.wa..urara:, wuw, wee•"auu.'w H•<e h s;5�w "uax%r"a1 �n. :z+mna, y v,J . IL-. 3 2 21- i NOS CC � 'I10�1 3 5.T}4 " � Lie �:: -34 gA . RCH ROP. ♦ y. `,j -. l� ',,9" y�.,r� yy '^ i� ssa z �ri# � ) +a ... ii 4 �ir + re, V��+PY�i�� iu.,444ition td bM���� 1 � } vs¢ M1 r Y" Nt3TICE—�kCE.Cf3N R 7 E ftlF NtS'., ftp FO�t'fINGS, 0 E� � R� .4 1 PERMIT�t©IL9 M MONTHS AFTER 6ATE`QF 1 4 I CtS FRCIM�THI$.�AI©RtC MUST NC)l PLAEC)IN PLJBL iG Sf"ACE, AN��"Mt�ST aE w EEp GHANIC .N LA'Iht SAN '1 UL ' I . 4HEM E '� �RrMPROVOMENTV Y . a ISSUI CQRI ING TO APPROVED•PLAN WI MCH AR•E MART OF TMIS P�RMIt"�t� �C1RJ "�`�O REV AtIC�i"�R VI At OF,APFUCABLE PROM.8161 1 411 #1TI.At�TtC. AGH BUIL.L)ING TJ f1UT }L , t CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address �� 3 �INaS(01-_ C7-- Date Heated Square Footage f3YC/ @ $ � per sq ft = Garage/Shed / @ $ I �� per sq ft = $ 7, Carport/Porch @ $ per sq ft = $ _ Deck @ $ per sq ft = $ _ Patio _ @ $ X00 per sq ft = $_ Qg TOTAL VALUATION : $ 76 (0 V V- T tal Valuation 1st $ SZ. Doo Remaining Value $ per thousand or portion thereof TOTAL BUILDING FEE $ 3 S �- + 1/2 Filing Fee $ (0 ) Fireplaces @ $15 . 00 $ - BUILDING PERMIT FEE $ WATER IMPACT FEE $_ SEWER IMPACT IMPACT FEE $ X 2- &-0. ad WATER METER/TAP $ 41®O CAPITAL IMPROVEMENT SEWER TAP $ ' a V3W) RADON (HRS) . 0050 $ SECTION H PAVING ( ) $ -�- HYDRAULIC SHARES $ CROSS CONNECTION $ (t3geLO SURCHARGE . 0050 $ � c) 67 OTHER $— f GRAND TOTAL DUE $ ��r�,o ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey other CALCULATIONS and/or NOTES : CITY OF ?ROPERTY OESCRIPTIOR •° ` 1� .d w , ,gtP�t�c t�eac! - �EoZcda t 4 7160CEAN BOULEVARD _ot t+ __-Block I-------Section I_ _ _ P.O.BOX 25 ATLANTIC BEACH.I!A FLORIDA 32233 iubdiviolons_�"'�' e- I V 0.� 1 �`` s � � r TELEPHUNEtS+0112492l95 'street Hame n DESCRIPTION OF WORK sr Address s p 1 ✓mak t _ el_.� - ,� _ -) ___ Ii in a FLOOD HAZARD 'food Zones---- _____�_eses complete page 3. Brief Descriptions Sl ��¢mi� es Clown of Works titer/Resswdei/Addition�_,�S�.�J______ :OHING INFORMATION Type of C Construction:J!►7q��_ GL►!��� :oning Proposed T� QQ _{ listricts �,• Uset�_�__ _,,,__,_ Estimated Value 0_ -1- Q________ :xceptions or Materials s ,Q� cC O_______ ariances Orantedl_ ___��_� Solid or �1l� r/ S Grounds ao T .___Roof s '$1_ OWNER INFORMATION Method of Hastings Property Ovnors__ � - L1�i,� - Phones,�q Mailing Address-SP�-D-Q �'/ c a C k �h U.,L!�+,`i .._N- ----------- Zip s-3 0�a! �o CONTRACTOR INFORMATION Contractors �1� �Q_t 5 ------------ Phones oz q' - 5�-- Mailing l Address s���i -------- ------ Zips ENpiratT,_ License Number:_ 0 d Qo� v3Q_____ __ Datet ' I HERESY CERTIPT THAT 1 HAVE WOAD AND EXANINEO TMIS APPLICATION AND KNOW TUC SAN[ TO •E TRUE AND CORRECT. ALL PROVISIONS or TNk LAWS AND ORDINANCES GOVERNING TNIS TTPC OF WORK WILL •E � ^ COMPLIED WITH. WNETMEN IW=IrIED HEREIN OR NOT. TUC GRANTING Of A PCRNIT DOC! NOT PRE5UPC TO /{ GIVE AUTNORITT TO VIOLATE OR CANCEL TUC PROVISION! OR ANY FEDERAL. STATE OR LOCAL RULE. M1(/.'r♦� REGULATIONS. ORDINANCES. ON LAWS IN ANY MANNER. INCLUDING TUC ooYERNtNO or CONSTRUCTtON OR THE PERFORMANCE Of COMITRUCTION Or TUC PRottCT. I UNDERSTAND THAT TNt I35uANCC or TNts •ERntT 15 `��� •�;.. CONTINGENT UPON TNtSHASOVOC INFORMATION StiNG TRUE AND CORRECT AND THAT TUC PLANS AND SuPPORTIRG �r� � •� DATA NAVE !1[CN OR ALL. Nt PROY1DtD As REOUIRCO. • O Owner Signature _ Date - Contractor U Contrwotox Si natur _ _ _ -_.------- ----------Date• --o ----- FLOOflPLAIN DEVELOPMENT INFORMATION Type of Developments----� u, --------------------------------- Flood Zonas____ Required Lowest Floor Elevations_ ------- If building is located within a flood hazard zone, a survey must be wade AFTER THE BLAB NAS BASH POURED, certifying that the LOWEST FLOOR ELEVATZOU is equal to or above the base flood elevation established for that zone. No final inspection will be wade and no oertitioata of ocoupancy will be issued until the survey is on 'file with the Building Department. COMMENTS: Applicant Acknovledgeommts Z understand that the issuance of this permit is contissgent upon the - above information being correct and thot the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance Ito. 23-7-11 and all other laws or ordinances affecting the, proposed development. Date__-----______Applicant•a Signature-------------------------- -------------I --------------------------------------I -----------------------------r-------- Department Use Required Lowest Floor Elevation __ ----------- Avg Built Lowest Floor Elevation _________________ Survey Filed with Building Department ___________ Building Department Representative page 3 CITY OF ATLANTIC BEACH Fixture Unit Worksheet 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 CONIINCTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE .SINK TRAP STAND WATER CLOSET, LAVATORY i BATH (8) TUB OR SHOWER STALL (b) I y WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL 00MESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) _„,_WASHING MACHINE (3) 3 POT, SCULLERY SINK (4) --l—DISHWASHER (2) 2 WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) ,____KITCHEN SINK WITH WASTE .3 DENTAL UNIT OR CUSPIDOR (I) GRINDER (3) BIDET (3j URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (d) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, SARBER/BEAUTY ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) ,..g,,. LAVATORY, SURGEONS (2) JACUZZI (2) —4--URINAL STALL. WASHOUT (4) TOTAL FIXTURE UNITS - j , ! $20.00 EACH = L�3 0 . C' JOB INFORMATION MO -7 �- RINANCIA%.PRINTING O'.X~ N N M H notice of Commencement W (racrAnc IN DU►LICAT[) To whom'it may concern: > The undersigned hereby informs you that improvements will be made to certain real property, and in N accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE ,k OF COMMENCEMENT. U Description of property ---1 -- �_►���s�s dam__�-�____ P to plat thereof recorded in plat book L4-7 pages ,, -------------------------------------------------------------------------------- ----------------------4- .� of the current public records of Duval County Florida. y General description of improvements _____________________________________________________________________- s� Construction of Single Family Residence with Garage on concrete slab A ----------------------------------------------------------------------------------------------------------- 4' Centex Real Estate Corporation Owner ---------------- ----------- -------------------------------------------- .0 6620 Southpoint Drive Suite 400 Jacksonville Florida 32216 Address ------------------------------------------------------------------------------------------------ +J t0 Owner's interest in site of the improvement ___Fee Simple o Fee Simple Title holder (if other than owner) _____________________________________________________________. N �O W Name ----------------------------------------------------...----------------------------------------------_. Address --------------------------------------------------------••---------------------------------------- Contractor same as owner Address ----------------------------------------------------------------------------------------•--------- 41 41 Surety (if any) P Address -----------------------------------------------------------------Amount of bond $-------------- 0 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: NameGuasa.xtt�z-moo--------------- 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 Notice as provided in Section 713.06 [2] [b], Florida Statutes. (Fill in at Owner's option). Name ----------------------------------—----------------------------------------------------------------- Address ---- ------------------------------------------------f------ ------- }--------------------- ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 98. 1 DCA Form 60OA-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------- � INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 1 --------------------X) R-0 R-7 Wall R-Value. . . . . . . . . 11.0 1 --------------------X1 R-0 R-19 Floor R-Value. . . . . . . . . 0.0 IX-------------------- I AIR CONDITIONER. . . . . . . . . . . . . 10.0 SEER 17 .0 SEER. . . . . . . . . . . . . . . . . . . . . . 10.0 IX-------------------- I HEATINGSYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12.0 Electric HSPF. . . . . . . . . . . . 6.8 IX-------------------- I WATERHEATER. . . . . . . . . . . . . . . . 0 .88 0.96 Electric EF. . . . . . . . . . . . . . 0.88 IX-------------------- 1 0.54 0.90 Gas EF. . . . . . . . . . . . . . 0.00 ( --------------------- 1 0.40 0 .80 Solar EF. . . . . . . . . . . . . . ( --------------------- I OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: (,(, ySd� Signature: � p , Date: -/U-gi- City/Zim�ab\ Florida E ergy 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: 118 SL 2 BUILDER: CENTEX AND ADDRESS: 1673 LINKSIDE CT N PERMITTING CLIMATE 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. 1344 .00 6. Predominant eave overhang (ft. ) 6. 1 .00 7 . Porch overhang length (ft. ) 7 . 0.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 138.90sgft 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 , 147 .00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11.00, 944 .00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11.00, 149.00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 1344 .00sgft 12 .Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 , uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 14 .Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0.88 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. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19 . 98.06 a. Total As-Built points 19a. 26080.76 b. Total Base points 19b. 26597 .96 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 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: llA Qk aQ,� compliance in accordance with Section DATE: k-10-4\ 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL: DATE:- k-J Q-4 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: 118 SL 2 BUILDER: CENTEX AND ADDRESS: 1673 LINKSIDE CT N PERMITTING 1CLIMATE ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 3I_1 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. 1344 .00 6. Predominant eave overhang (ft. ) 6. 1 .00 7. Porch overhang length (ft. ) 7 . 0 .00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 138.90sgft 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 , 147 .00 ft 10.Net Wall type area and insulation: a. Exterior: 2. Wood frame (Insulation R-value) 10a-2 R=11.00, 944 .00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11.00, 149.00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 1344 .00sgft 12 .Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 14.Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15 . Type: Electric EF: 0.88 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. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 98.06 a. Total As-Built points 19a. 26080.76 b. Total Base points 19b. 26597.96 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 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: QaAgQ'-Uc ,y compliance in accordance with Section DATE: 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: Q�� 4QQ.,0 BUILDING OFFICIAL: DATE: DATE: SUMMER CALCULATIONS ******************************************************************************* BASE ___ __= AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------------------------------------------------------------- N 80.40 65 .8 5290. 3 DBL CLR N 15.0 38.3 .94 537.2 DBL CLR N 42 .0 38.3 .94 1504.0 DBL CLR N 11.7 38.3 . 94 419.0 DBL CLR N 11.7 38.3 .94 419.0 E 9.00 65 .8 592 .2 DBL CLR E 9 .0 79.7 .94 677 .8 S 28.50 65.8 1875.3 DBL CLR S 24 .0 66.2 .90 1432.6 DBL CLR S 4 .5 66.2 .90 268.6 W 21.00 65.8 1381.8 DBL CLR W 15.0 79.7 .94 1129. 7 DBL CLR W 6.0 79.7 .94 451.9 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS ( GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1, 344. 00 138.90 1.451 9, 139.62 13,265.28 6,839.83 NON GLASS------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 944 .0 . 9 849. 6 Ext Wood Frame 11.0 944 .0 1.70 1604 .8 Adj 149.0 . 7 104 .3 Adj Wood Frame 11.0 149.0 .70 104 .3 DOORS---------------- Ext 21.0 6 . 1 128. 1 Ext Insulated 21.0 4 . 10 86. 1 Adj 18.8 2 .4 45. 1 Adj Wood 18.8 2.40 45. 1 CEILINGS------------- UA 1344 .0 . 6 806.4 Under Attic 30.0 1344 .0 .60 806.4 FLOORS--------------- Slb 147 .0 -37 .0 -5439.0 Slab-on-Grade .0 147.0 -41.20 -6056.4 INFILTRATION--------- 1344 .0 8.0 10752 .0 Practice #2 1344.0 8.00 10752.0 TOTAL SUMMER POINTS 20,511 .80 I 14, 182 . 15 TOTAL x SYSTEM = COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT`= COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 20,511.80 .37 7,589.37 1 14, 182. 15 1 .00 1. 100 .340 .860 4,561.55 WINTER CALCULATIONS ******************************************************************************* BASE -__ _-= AS-BUILT GLASS---------------- ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------------------------------------------------------------- N 80 .40 -10 . 6 -852 .2 DBL CLR N 15.0 7 .3 1. 10 120. 1 DBL CLR N 42.0 7 .3 1. 10 336.2 DBL CLR N 11. 7 7.3 1. 10 93.7 DBL CLR N 11 .7 7 .3 1. 10 93.7 E 9.00 -10.6 -95.4 DBL CLR E 9.0 -9.2 .84 -69.3 S 28.50 -10.6 -302 . 1 DBL CLR S 24 .0 -28.4 .96 -652 . 1 DBL CLR S 4 .5 -28.4 .96 -122.3 W 21.00 -10.6 -222 .6 DBL CLR W 15.0 -9.2 .84 -115.5 DBL CLR W 6 .0 -9.2 .84 -46.2 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS ( GLASS AREA AREA FACTOR POINTS POINTS POINTS --------------------------------------------------------------- ------------- . 15 1,344.00 138.90 1.451 -1,472 . 34 -2, 136.96 -361.59 NON GLASS------------ AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 944 .0 2.2 2076. 8 Ext Wood Frame 11.0 944 .0 3.70 3492.8 Adj 149. 0 3.6 536.4 Adj Wood Frame 11 .0 149.0 3.60 536.4 DOORS---------------- Ext 21.0 12 .3 258.3 Ext Insulated 21.0 8.40 176.4 Adj 18.8 11 .5 216 .2 Adj Wood 18.8 11.50 216.2 CEILINGS------------- UA 1344. 0 1.2 1612 .8 Under Attic 30.0 1344 .0 1.20 1612 .8 FLOORS--------------- Slb 147 .0 8 .9 1308.3 Slab-on-Grade .0 147 .0 18.80 2763.6 INFILTRATION--------- 1344 .0 7.4 9945.6 Practice #2 1344 .0 7 .40 9945.6 TOTAL WINTER POINTS 13,817 .44 18,382 .21 TOTAL x SYSTEM = HEATING I TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS i COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 13,817 .44 .55 7,599.59 1 18, 382.21 1. 00 1. 100 .500 1 .000 10, 110.22 ******************************************************************************* 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 .88 1.000 3803.0 1.00 11,409.00 ******************************************************************************* SUMMARY ******************************************************************************* BASE ___ __= AS-BUILT COOLING HEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 7589.4 7599.6 11409.0 26,597.96 4561.5 10110.2 11409 .0 26,080.76 ***************** * EPI = 98.06 ***************** ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 98. 1 DCA Form 60OA-93 or Form 60OB-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 --------------------X1 R-0 R-7 Wall R-Value. . . . . . . . . 11.0 I --------------------XI R-0 R-19 Floor R-Value. . . . . . . . . 0.0 IX-------------------- I AIR CONDITIONER. . . . . . . . . . . . . 10.0 SEER 17 .0 SEER. . . . . . . . . . . . . . . . . . . . . . 10.0 IX-------------------- I HEATINGSYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 6.8 IX-------------------- I WATER HEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.88 IX-------------------- I 0.54 0.90 Gas EF. . . . . . . . . . . . . . 0.00 I --------------------- I 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: Date: R- 10-4S- C i t y/Z 3 2L a0 (-o Florida E6ergy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 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 : 118 SL 2 ADDRESS : 1673 LINKSIDE CT N CITY :ATLANTIC BEACH, FL 32233 OWNER :CENTEX BUILDER :CENTEX Conditioned Floor Area : 1344 SF * Climatic Conditions & Design Conditions ---------------------------------------------------------------------------- Geographical Location : Florida ( 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 20515.78 STRUCTURE SENSIBLE 9713.939 MECH.VENT- 200 Cfm 4180.00 SENS. + MECH.VENT : 13893.94 TEMP.SWING @ 3 DEG. : 1.00 OCCUPANT/APPLIANCE 3000.00 DUCT LOSS 1025.79 DUCT GAIN 1689. 39 TOTAL LOSS/BTUH 21541.57 TOTAL SENSIBLE 18583.33 TOTAL LATENT 12020.99 -------------------------------------------------------------------- 20% OVERSIZE FACTOR 4308.31 20% SENS.OVRSZE FTR: 3716.67 ACTUAL + 20% OVERSIZE: 25849. 88 SENS. + 20% OVERSIZE: 22300.00 -------------------------------------------------------------------- * 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 15.00 435.00 690.00 West Double Clr Drapes/Blinds 1 6.00 174 .00 276.00 East Double Clr Drapes/Blinds 1 9.00 261.00 414 .00 South Double Clr Drapes/Blinds 1 24 .00 696.00 600.00 North Double Clr Drapes/Blinds 1 15.00 435.00 240.00 North Double Clr Drapes/Blinds 1 42 .00 1218 .00 672.00 North Double Clr Drapes/Blinds 1 11.70 339. 30 187.20 North Double Clr Drapes/Blinds 1 11.70 339.30 187 .20 South Double Clr Drapes/Blinds 1 4 .50 130.50 112.50 Infiltration : Winter Htm ( 29.4 ) x 138.90 4083.66 Infiltration : Summer Htm ( 7 .74 ) x 138.90 1075.09 --------- --------- --------- Window Frame : Metal SUBTOTALS: 138.90 8111.76 4453.99 R-Value Area Loss/Btuh Gain/Btuh WA L L S---------------------------------------------------------------------- Wood Stud - Ext. 11 944 .00 3398.40 2360.00 Wood Stud - Adj . 11 149.00 536.40 253.30 --------- --------- --------- SUBTOTALS: 1093.00 3934 .80 2613.30 D0 0 R S---------------------------------------------------------------------- Insulated Core/Metal - Ext. 0 21.00 371.70 109.20 Solid Core/Wood - Adj . 0 18.80 417 .36 78.96 Infiltration :Winter Htm( 29 .4 ) x 39.80 1170. 12 Infiltration :Summer Htm( 7 .74 ) x 39.80 308.05 --------- --------- --------- SUBTOTALS: 39.80 1959. 18 496.21 CE I L I N G S---------------------------------------------------------------- Under Attic 30 1344 .00 1747.20 2150.40 FL 0 0 R S-------------------------------------------------------------------- Slab on Grade 0 147 .00 Lin.Ft. 4762 .80 000.00 * TOTAL STRUCTURE SENSIBLE * ------------------------------------------------------------------------------- 20515.78 16893.94 ------------------------------------------------------------------------------- wclt To LAMA alMENStON IS TO L_ v- ^ r vsct or alaxx. 29'-9" T 12'-8" m �.. ul ca• MAX M � to RUN U 1 O2 • •of 12r MAILS T .TOP CHORD v a • BOTTOM CHORD T8 u' 1 11 Q> > > T9 F4 0 Simpson Strong-Tie SuVson Strong-Tie S a INSTALL HALF or FASTEMW 0 EACH ENO of STRAP � N 0 14-1Od C4 nW.' -1Od!N oR t PLT Stu a oTACE SCAa SHOE 2+' i4 2' O.C. CONN UPLIFT HANGER DOVN XAD UPI"EFT n J MTS72 10000 U2 HUS26 27310 12860 Hl fwlc i. UME55 NM17 C', s w N �� 040 RUM /FXAMEK M5POWP LIV T• C) � t0 9M T 5IW50N CATH 06W FOIZ COMPLETE INSTALLATION GUVeLM5. Ta ALL N&5 t0 x SUPP W BY ft Lvep. `7� ;-- Z 7-77.. ROOF FRAMING PLAN ZA g s NOT TO SCALE SHEET 7 f OF 2 i Q Qj Q Q o y y 0 a � � o b LJ7 1 N� OESiGNERLJS `H" BY ( HOLMES LUMBER � '°" CEH1EXFtJMS JOB '"3�i42 3: DAll 1_�_ TRUSS CO. PROJECT: ' F VA _ m ION$L15 M1 6550 ROOSEVELT BLVD. -- N JACKSONVILLE. FL 32244 PHONE (904) 772-6100 FAX 904 772-1973 );--(4-3592) LOT / T1 21'4' HIPS 7'SB THIS DWG. PREPARED FROM COMPVTER INPUT ADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. )P CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. )T CHORD 2x4 SP 02 N UPLIFT (LB): 860 850 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 21.04 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) . I HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. ENCLOSED BUILDING (1991 SBC) --------------------------------------------------------------- RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS 1ST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift Nxx UPLIFT NNN I NNN HANGER MNN H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1ply) MTS12 - -1000# 1 HUS26 - + 3315# -1550#06d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660000d eply) MTT288 - -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#(16d 2ply) CS150 ach) I HGUS5.5- +11335# -39450(16d 3ply) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 21 '4" _I f 7' 7-4- 7' T 5X5 3X4 5X5 m ■ 1.5X3 1.5X3 0 s p m 4X5(A2) 4X5(A2) 3 -- B �2' 21 '4" - -l1 2' -� �- 7' — 7'4" _}- 7' -I R=2139# W-3"8 5780 5780 R=2139# W=3"B 'LT - SED: 79108 . TYP.-ALPINE DESIGN CRIT-TPI OTY - 1 TOTAL 1 REV. 17.2m SCALE =0.2500 t ALPINEENGINEERED PRODUCTS. INC. TRUSSES PEOUIRE EXTREME CAPE 12/02/94 TC LL 30 .0 PSF REF *IMPORTANT**SMALLNOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS• OR ANY BRACING. SEE MIB-91 BY TPI. SEE THIS DESIGN �11us �� TC DL 7 .0 PSF DATE 12/02 94 FAILU E TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , �ALPINE CONNECTORS ARE MADE OF NOA QALY. STEM MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INOtCAiEO, top - BC DL 10 .0 PSF DRWG A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL SE LATERALLY BRACED WITH PROPER - 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD N BC LL 0 .0 PSF L J S CONNECTORS PER DRAWINGS 130• 150 C IGOA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ TOT.LD. 47 .0 PSF O/A LEN. 21-4-0 COWORN M/APPLtCADLE PROVISIONS OF NDS[ TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PPOPER L O RIO T SEAL ON THIS ORAWINO APPLIES TO THE COMPONENT DEPICTED NEPE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. Q'� DUR.FAC. 1 .33 IN ONLY. ANO SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEt^�, ISPACING S E E ABOVE (TYPE h 1 p 5 --HT -m- N ATF 1MR11110F. NNIS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION '�N ` -.___ )' (4-359P) j " THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTEO BY TRUSS MFR. IP CHORD 2x4 SP i2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. IT CHORD 2x4 SP /2 N UPLIFT ((LB): 470 470 WEBS 2x4 SP /3 BRG.LOC (FT): 0.00 21.04 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT, ENCLOSED RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. --------------------------------------------------------------- 1ST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS M-Gravity H-Uplift MMM UPLIFT MMM MMM HANGER MMM H5 - -4551(Jacks Only) HUS26 - + 27511 -12861(100 1ply) MTS12 - -10001 HUS26 - + 33151 -1550#(1 6d !ply) MTS12 - -20001(2 Each HHUS48 - + 42991 -16601(10d 2ply) MTT288 - -37861(2 Each (i0d)� HHUS48 - + 51801 -20001(160 cply) MTT288 - -44551(2 Each) (16d) HGUS48 - + 66401 -21991(10d 2ply) MST60 - -46881(Par 2ply) HGUS48 - + 80001 -26501(16d 2ply) CS150 - -1650#(E ch) I HGUS5.5- +113351 -39451(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 9. 4X6 4X5 R) T m 1.5X3 1.5X3 0 6p 3X4 (A 1) X4 (A l) 8 33 4 3X4 3X7 1- 2, 21 ,4„ _J_ 2• ,1 R=11560 W=3"8 R=1155# W=3"8 �l �GG _ SEO: 79116 7, TYP.-ALPINE DESIGN CRIT=TPI OTY i TOTAL - 1 REV. 17.2m SCALE -0.2500 ALPINE EN1iINEEREO PT10011CTS. INC. TRUSSES REOUIRE EXTREME CARE 12/02/94 TC LL 30 .0 0 PSF REF (�� *I MPOR T AN T**SHALL NOT BE REESPONslelE FOR ANYWARNING t HANDLING. ERECTION AND F� n 1\ DEVIATION FROM THIS DESIGN OR MESE SPECIFICATIONS. 00 ANY BRACING. SEE Nt!-9f BY TPI. SEE THIS DESIGN �t-�t,�� C " TC DL 7 .0 PSF DATE 12/02/74 FAILURE TO BUILD?HE MUSS IN CONFORMANCE WITH DBMS B1' TPI. FOR ADDITIONAL SPECIAL PERMANENT !RACING RE - ` v O\\\\\VvJ ALPINE CONNECTORS ARE MAGE OF 20GA GALY. ITE�r MEETING ASTM OUIIEMENtB. tMLE54 OTHERWISE tNOtCAtEO, TOP - - BC DL 10 .0 PSF ORWG A446 GR B EXCEPT A!NOTED. APPLY CONNECTORS t0 EACH FACE OF CHORD SHALL BE LATERALLY BRACED NITH PROPER 5606 TRUSS ANO IMLESs OTHERNIBE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD M BC LL 0 .0 PSF L J S CONNECTORS PER DRAWINGS 130, 150 E ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED 41010 CEILING -- SEE STATE OF TOT.L O. 47 .0 PSF O/A LEN. 21-4-0 CONFORM M/APPLICABLE PROVISIONS O'NDS O TPI. AN ENGINEER'! ALPINE TECHNICAL UPDATE 11/1/911 FOR PROPER SEAL ON tNIS CRANING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. 0 R10' ouR.FAC. i .33 iN OMI.Y. NO lNAll NOT BE RELIED RiON IN AM OTHER MAY. OESION i0 INE iRU44 ERECTION CONTRACTOR. � ......M• •N,.....,,� SPACING 24.0" ITYPE hips 4- T T3 -21'4* Common THIS OWG. PREPARED FROM COMPUTER -INPUT (LOADS 6 M NSIONS SUBMITTED BY TRUSS MFR. 1P CHORD 2x4 SP f2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. IT CHORD 2x4 SP 02 N UPLIFT (LB): 470 470 WEBS 2x4 SP 03, BRG.LOC (FT): 0.00 21.04 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- 1ST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS W-Gravity (-)-Uplift --------------------------------------------------------------- *** UPLIFT *** *** HANGER NMR H5 - -4550(Jacks Only) HUS26 - + 27510 -12860(10d iply) MTS12 - -10000 HUS26 - + 33150 -1550E(16d iply) MTS12 - -2000#12 Each) HHUS48 - + 42990 -16600(10d Poly) MTT288 - -37860(2 Each) (100)1 HHUS48 - + 51800 -20000(16d 2ply) MTT288 - -44550(2 Each) (16d)+ HGUS48 - + 66400 -21990(10d 2ply) MST60 - -46880(Per 2ply) I HGUS48 - + 80000 -26500(16d 2ply) CS150 - -16500(Each) I HGUS5.5- +113350 -39450(16(1 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS _ 10'8• 10.8N 4X4 m 1.5X3 1 .5X3 D 6p 3X4 (A i) X X4 (A 1) --AV 8' 3X7 �2' 21 '4" - - -S- 2- R-1156# 'R-1156# W-3`8 R-1155# W=3"B R Ag = T42 SEO: 79118 LT TYP.-ALPINE DESIGN CRIT=TPI OTY 2 TOTAL = 2 REV, 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF t *I MPORTANT**SMALLNOT BE RESPONSIBLE POP ANY ARNING IN HANDLING, ERECTION ANDDEVIATION I"THIS DESIGN OR THESE SPECIFICATtONS. OR ANY BRACING. SEE HIB-91 BY IPI. SEE THIS DESIGN - .�T�js �•� TC OL 7 .0 PSF DATE 12/02/94 FAILURE TO BUILD 1/E TRUSS IN COW0 MANCE III, 09TBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE NAGE OF 20GA SAM St�EC MEETING ASTM WIREMENTS. UNLESS OTHERWISE INDICATED, TOP - BC OL 10 0 PSF DRWG MAB GR S EXCEPT Al NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - L J S TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYHN000 SHEATHING. BOTTOM CHORD W BC LL 0 .0 PSF CONNECTORS PER DRAWINGS 130, 130 L IBOA-F. DESIGN STANDARDS M1iH PROPERLY ATTACHED RIGID CEILING -- SEE STATE or• roT.Lo. 47.0 PSF OSA LEN. 21-4-0 COWORM W/APPLICABLE PROVISIONS OF NOS S TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE IT/1/90 FOR PROPER (0 q10 F P` SEAL OM TNI.DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS F. Q � JOUR.FAC. 1 •3 3 1N ONLY, A/4 SHALL NOT BE RELIED UPON IN AMS'OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR, ; INEE�'.� - ..__...... _. __. ...... mK.....M, SPACING 24.0" TYPE comn 4- T4-21'4' mm n THIS DWG, PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR, )P CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. )T CHORD 2x4 SP 02 N UPLIFT (LB): 470 340 WEBS 2x4 SP #3 BRG.LOC LFT): 0.00 21.04 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24` O.C. -------------- ------------------------------------------------ 1ST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)Uplift NNN UPLIFT NN* 1 NNN HANGER NNN H5 -455#(Jacks Only) II HUS26 - + 275111 -1286# lOd iply) MTS12 ■ -100011 I HUS26 - + 3315# -1550# 16d iply) MTS12 - -20000(2 Each HHUS48 - + 4299# -1660#(10d 2ply) MTT288 - -3786#(2 Each (10d) HHUS48 - + 5180# -20000(16d kply) MTT28B - -44550(2 Each i6d) HGUS48 - + 66400 -21990(10d 2ply) MST60 - -4688#(Per 2ply) HGUS48 - + 8000# -2650#06d 2ply) CSISO - -1650#(Each) I HGUS5.5- +113350 -3945#(16d 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �-- —10'8" 4X4 m 1.5X3 1.5X3 m 6 p 3X4 (A i) X4 (A i) X (� 3X7 ( 2' 21 '4 ' R=1165# W=3"8 R=993# W=3"8 T 4 AG Tgg5 SEO: 79121 'L?. TYP.-ALPIN DESIGN CRIT-TPI OTY - 2 TOTAL - 2 REV. 17.2m SCALE -0.2500 ALPtME ENDINEEREO PRODUCTS. INC. TRUSSES REOUTAE E%TAEME CAPE 12/02/94 TC LL 30 .0 PSF REF *IMPORTANT**SHALL MDT BE RESPONSIBLE FDA ANT WARNING IN HANDLING. ERECTION AND t - "�� TC DL 7 .0 PSF DATE 12/02/94 OE9IATION FIION THIS OESIWI OR T/fSE SPECIf1CAt[OIR. OR ANT .BRACING. SEE Nte-9t BY iPt. SEE TN(S DESIGN �T� ''•FAILURE TO BUILD THE TOM$ IN CONFORMANCE KITH OSTBB BT TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , V '��ALPINE CONNECTORS APE NAGE OF 200A GALT. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TDP - _ B C DL 10 .0 PSF DRwG - AOM ON B EXCEPT AS NOTED. APRT CONNECTORS TO EACH FACE OF CHDRO SMALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD K BC LL 0 .0 PSF LJS CONNECTORS PER DRAWINGS 130• ISO O 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED 81010 CEILING --.SEE STATE OF - T 0 T.L D. 47 .0 PSF 0/A LEN. 2 1 4 0 CONFORM W/APPLICABLE PROVISIONS OF NDS S TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER SEAL ON THLS ORIND APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ' �. LO Rte*QP� DUR.FAC. 1 .33 IN ON_V• ANO SHAH NOT SE REL It UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. . . _ -..� ....•....� "na . 4004 MATTMNAI MAIFN APFEtFTGATTn"FOA Wnnn OnMBTAUCTInN ''�NNNNN. SPACING 24.0" ITYPE Comn ): (4-359P) LOT I T5- 17' HIPS VLT 4' THIS OWG PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTEO BY TRUSS MFR. )P CHORD 2x4 SP !2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. )T CHORD 2x4 SP !2 N :82 2x4 SP !1 Dense: UPLIFT ((LB): 220 240 220 WEBS 2x4 SP !3 BRG.LOC (FT): 0.71 6.00 16.71 .t Wedge 2x4 SP 03: 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) . IIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING ENCLOSED BUILDING (1991 SBC) &Y. DO NOT USE WITH PLASTER CEILING. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS I HIP DESIGNED TO SUPPORT 04-08-00 JACKS AT LEFT END. (+l-Gravity (-)-Uplift aCKS HAVE NO WEBS. --------------------------------------------------------------- MxM UPLIFT NNNNMN HANGER xNN RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. H5 - -455!(JaCkS Only) HUS26 - + 2751! -1286!(10d 1ply) IST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -10000 1 HUS26 - + 3315! -1550!(16d loly) MTS12 - -2000!(2 Each I HHUS48 - + 4299! -1660!(10d 2ply) CONTRACTORS WARNING: MTT288 - -37861(2 Each tt10d)I HHUS48 - + 5180! -2000!(16d 2ply) IIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT288 - -4455#12 Each) (16d)lHGUS48 - + 66400 -21990(fOd 2ply) f SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MST60 - -46880 Per 2ply) I HGUS48 - + 8000! -26500(16d 2ply) ISTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. CS150 - -1650!(Each)-------1 -HGUS5.5- +11335! -39450(16d 3ply) --------------------- - -------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 4'8" 12'4" _I 4X5(R) 1.5X3 4 X3 m s 3x7 m ' 2X4 (A1) CO j•3 m 10' � T v fV B2 B. -m—�-- 5'5"4 10' 10"4 X4 3X3 f R=497# W=3"8 R=7803#XW=3"8 R=474# W=3"8 AG T111 SED: 79126 L7. TY .-ALPINE DESIGN CRIT=TPI OTY i TOTAL - 1 REV. 17.2m SCALE =0.3750 ALPINE-ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXIREME CAPE 12/02/94 TC LL 30 .0 PSF REF *IMPGRTANT**SHALLNOT BE RESPONSIBLE FOR ANY ARNING IM HANDLING, ERECTION ANDDEVIATION FROM fNIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE MIB-91 BY TPI. SEE THIS DESIGN �t''us e���� TC OL 7 .0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FDA ADDITIONAL SPECIAL PERMANENT BRACING RE ,ot ALPINE CONNECTORS ARE MADE OF 206A QALY. STEEL•MEETING ASTM OUtREMENTS. UNLESS OTHERWISE INDICATED, TOP - _ BC DL 10 .0 PSF DRWG ARAB OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 _ TRUSS AND UM.ESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM Cmm W SC LL ,1-07•0 PSF L JS CONNECTORS PER DRAWINGS 130. 1SO L 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGIO CEILING -- SEE STATE OF T O T.L D. 4/ •0 PSF O/A LEN. 17-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/t/9H1 FOR PROPER O q1�N' R SEAL ON THIS CRANING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. Q' OUR.FAC. 1 . 3 3 IN ONLY, ANO SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TD THE TRUSS ERECTION CONTRACTOR. INE ', ", .__,.. .row..Ale TMWTITHTF NRR . NRR, NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION H SPACING SEE ABOVE ITYPE spec 4- T / T6-j0-11-8 HIPS R SL THIS OWG, PREPARED FROM COMPUTER INPUT ADS 6 0 M NSION SUBMITTED BY TRUSS MFR. )P CHORD 2x6 SP /2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. )T CHORD 2x4 SP #1 Dense UPLIFT (LB): 200 200 WEBS 2x4 SP 03 BRG.LOC FT): 0.00 10.67 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH, MEAN HEIGHT - 15.00 FT. ENCLOSED iIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING --------------------------------------------------------------- 4LY. DO NOT USE WITH PLASTER CEILING. TYPICAL SIMPSON OR EGUAL UPLIFT/HANGER REQUIREMENTS RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. -------------------(+)_Gravity (-)-Uplift--------------------------------- 1ST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. *mm UPLIFT xxx I xx* HANGER *W* H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d iply) MTS12 - -10001 HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 Each) HHUS48 - + 42991 -1660#(fOd 2ply) MTT288 - -3786#(2 Each) (10d), HHUS48 - + 51800 -20000 16d Lply) MTT288 - -4455#`2 Each) (16d)I HGUS48 - + 66401 -21990(10d 2ply) MST60 - -46881(Per 2ply) I HGUS48 - + 80001 -26501k 6d 2ply) CS15O - -1650# Each) I HGUS5.5- +113350 -39451(16d 3ply) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS CD 10, 1. I 3 3'8t= �1 e 10118 �T X3 3X3 �---- 10' 11"8 --{ R=515# W-3" R=515# W=3"B T AG = T18 SEO: 79134 'LT, TYP.-ALPIN DESIGN CRIT-TPI OTY - i TOTAL i REV. 17.2m SCALE =0.3750 tALPINE ENGINEERED PRODUCTS, INCTRUSSES PEOUIRE EXTREME CARE 12/02/94 T C LL 30 .0 PSF R E F *IMPORTANT**'SMALL NOT DE RESPONSIBLE FOR ANY' ARNING IN HAMMING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIO-91 er TPI. SEE THIS DESIGN �` us .,� TC DL 7•0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS 1N CONFORMANCE WITH OSf9S BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING RE • vALPINE CONNECTOR!ARE MADE OF MA QALY, S7EE$.MEETING ASTM OUIPEMENTS. UNLESS OTHERWISE INDICATED. TOP - BC OL 10 .0 PSF DRWG A046 6R B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - IMM AND UNLESS OTHERWISE LOCATED ON THIS OESISN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD x BC LL 0 .0 PSF L JS CONNECTORS PER DRAWINGS 130, ISO S $SOA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF - T 0 T.L D. 4 7 .O pSF 0/A LEN. CONFORM W/APPLICABLE PROVISIONS OF NOS [ TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER SEUL ON THIS DRAWING APPLIES TO THE LOMPWENi DEPICTED HERE oaYWAlI APPL[CAt10N. FURMI9N A COY OF THIS OAtD' Q R` 1 .33 1N ONLY, ANO 4HALL NOT SE RELIED UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. , INEE ,•`• SPACING 24.0" jypE spec .__•"• .-s A•s •""• Hits M" . 1001 NATIONAL (WRION 4PFCIFICATTON FOR WOOD CONRIPUCTION '''NNIIIII ): (4-3592) j HIPS R SL THIS OWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IP CHORD 2x4 SP /2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. IT CHORD 2x4 SP 02 N UPLIFT (LB): 200 200 WEBS 2x4 SP 13 BRG.LOC FT): 0.00 10.67 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED ID VERTICAL MAY NOT BE EXPOSED TO HORIZONTAL WIND PRESSURE. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)_Gravity (-)-Uplift 1ST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- xxx UPLIFT xxx I xxx HANGER xxx H5 - -4551(JatkS Only) HUS26 - + 27511 -12861(104 iplyl MTS12 - -10001 HUS26 - + 33151 -15501(16d 1ply) MTS12 - -20000(2 Each I HHUS48 - + 42991 -16601(i0d 2ply) MTT28B - -37861(2 Each) (1Od)1 HHUS48 - + 51801 -20001(160 2131y) MTT28B - -44551(2 Each) (16d)I HGUS48 - + 66401 -21991(10d 2ply) MST60 - -46881(Per 2ply) 1 HGUS48 - + 80001 -26501(16d 2ply) CS150 - -16501(Each) I HGUS5.5- +113351 -39451(160 3ply) --------------------------------------------------------------- (_-2'7"8 ' � 6' 2'2F„FER�E HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �`� 5X5 X5 6 P- 2x2 X2 77m co ^ m 10 _ v _ 8' 1011"e X3 3X3 �- 10' 11"8 -� R=515# W-3" R=5150 W=3"8 Ay.- T19 SED: 79140 'LT. TYP.-ALPINE DESIGN CRIT-TPI OTY - i TOTAL - i REV. 17.2m SCALE -0.3750 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES TEOUIPE EXTREME CARE 12/02/94 TC LL 30 .0 0 PSF REF n� X I MPO R T AN T N;'f BHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND ^ '\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE MID-91 BY TPI. SEE THIS DESIGN �1�9 "'�F�i TC DL 7 .0 PSF DATE 12/02/94 /L \\Ut�`I`,1►�\t FAILURE TO BUILD THE TOM IN CONFORMANCE WITH OSTOO BY TPI. FOR ADDITIONAL SPECIAL PERMANENT GRACING RE ` vUS '� ALPINE CONECIOM APE MAGE OF 206A GALV. S?6L MEETING ASTM OUIRENENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10 .0 PSF ORWG A416 OR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY GRACED WITH PROPER 51iO6 tAM AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHDRD M BC LL 0 .0 PSF L JS CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANOAROS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE of _ TOT.L D. 47.0 PSF 0/A LEN, 1 0-1 1-B CoNrORN M/APPLICABLE PROVISIONS OF NDS O TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER 0 R1.� P` SEAL ON THIS DRAWING APPLIES TO TIE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF TM19 F Q';' OUR.FAC. 1 .33 tN ONLY. AND SHALL NOT IE RELIED UPON IN ANY OTNER WAY. DESIGN TO THE TRUSS EIECIION CONTRACTOR. INEER`' -•.. - a.K I—IIIMIi NGR . 1RS1 MATIONAL DESIGN SPECIFICATION FDR NOW CONSTRUCFION ''III,II � `'` SPACING 24.0- TYPE spec 4- MN V T DROP GAPLE THIS OWG, PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SU MITTEO BY TRUSS MFR. P CHORD 2x4 SP #2 N RNWARNING! 2 UNPLATED JOINT(S)WW T CHORD 2x4 SP 02 N WEBS 2x4 SR #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 200 250 200 BRG.LOC (FT): 0.00 6.19 12.38 RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) ST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED -------------------- ------------------------------------------ CONTRACTORS WARNING: TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS IS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS (+)-Gravity (-)-Uplift SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING --------------------------------------------------------------- STALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. NWN UPLIFT WNx I NNN HANGER NNN H5 - -455#(Jacks Only) I HUS26 - + 27510 -1286#(10d 1ply) MTS12 - -1000# 1 HUS26 - + 33151 -1550#(16d 1ply) MTS12 - -2000#(2 Each HHUS48 - + 42990 -1660000d 2ply) MTT28B ■ -37860(2 Each 10d)) HHUS48 - + 5180# -20000((16d 2ply) MTT288 - -4455#(2 Each) f16d? HGUS48 - + 6640# -2199#H Od 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 20 y) CSISO - -1650#(Each) I HGUS5.5- +11335# -3945#06d 3py) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS I� 4X4 1.5X3 1.5X3 By 9 8"3 N 4X5 (A) m m m 4 `y 8 -"-e•r4 4X5 (R) 6`4" 6'4" 12'8•• R-163# W-3"8 R=864# W-3"8 R=163# W=3"8 L 4 T7 SED: 79279 _?. TYP.—ALPINE DESIGN CRIT-TPI OTY 1 TOTAL - i REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PROp1CiS. INC. TRUSSES REOUIRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF t x*IMPORTANT**03HALLNot DERE9P0H91IILEFOR ANY ARNING INHANDLING. ERECTION ANDOEYIAlION FROM tNiS DESIGN OR 71£03#SPEClF1[AtfONS, OR ANY BRACING. SEE MID-91 OY TPI. SEE TH(5 DESIGN �`T4,VS' f �� T(.' DL / 0 QSF pATE 12 02 94 FAILURE TO BUILD THE TMAS IN CONFO MANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , v01 1ALPEWE CONNECTOR!ARE MAGE OF 200A BM.Y. STEEL,MEETINO AITN OU1RE"ENTS. IMLf99 OTHERWISE INDICATED. TOP — - BC DL 10 0 PSF DRWG A446 OR 0 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY SAUCED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LV ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W BC LL 0 •0 PSF L J S CONNECTORS PER DRAWINGS 170. 150 S 100A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF - T O T.L D. 47 .0 PSF D/A LEN. 12-8-0 CONFORM W/APPLICABLE PROVISIONS OF NOS 0 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER 0 qIO� R ` SEAL ON 1"103 ORANING APPLIES TO THE COMPONEMI DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS .�, Q � DUR,FAC. 1 .33 IN ONLY. A/q SIAALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE 1RUSS ERECTION CONTRACTOR. INEE���` .--TPI • TRUSS PLATE INSTITUTE. NOS- 1921 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ,�''�,$is1H ` SPACING 24.0" T Y PE Spec )b' (4-359;?) T MN V T THIS QWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED DY TRUSS MFR. OP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 10T CHORD 2x4 SP 02 N UPLIFT (LB): 340 330 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 12.38 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- )UST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)Uplift xxx UPLIFT xxx I xxx HANGER xxx H5 - -455#(Jacks Only) I HUS26 - + 27510 -12860(10d 1ply) MTS12 - -10000 1 HUS26 - + 3315# -15500(15d 1piy) MTS12 - -2000012 Each) i HHUS48 - + 42990 -1660#(10d 2ply) MTT288 - -3786# 2 Each) (10d) HHUS48 - + 5180# -20000 IW2ply) MTT288 - -4455#(2 Each) (16d)I HGUS48 - + 6640# -21996(104 2ply) MST60 - -4688#(Per 2ply) HGUS48 - + 80000 -2650#1 16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945# 16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- 6'4" 6-4" 4X4 m m 6 C7;- 4X5 (R) 2X4 (A 1) 1'8'3 X4 (A i) _793 a, 1 �e. 4X5(R) �--- 2' —5'4" -�--2' —-�*----5'4" — —�---2' -- 12'B" R=748# W=3"8 R=748# W=3"B GG pp �. PL7. TY .-ALPINE DESIGN CRIT-TPI OTY - 2 TOTAL 2 REV. 17.2m SCAALE790.3750 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/02/94 TC LL 30 .0 0 PSF REF t *IMPORTANT**WALL NOT BE RESPONSIBLE FDR ANr ARNING IN HANDLING, ERECTION AND / (�DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY GRACING. $EE H[5-91 EY TP1. SEE THI$OES LGN �1` ���� TC DL 7 •0 PSF DATE 12/02/J4 FAILURE TO BUILD THE TRUSS 1N CONFORMANCE WITH OSTGG BY TPI. FDR ADOItiONAL SPECIAL PERMANENT GRACING RE `ALPINE CONNECTORS ARE MADE OF 200A GALV. STVL MEETING ASTM OUIREMENTS. UAESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG A4=6 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY GRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W BC LL 0 .0 PSF L JS CONNECTORS PER DRAWINGS 130. 150 9 )SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE GF = T O T.L D. 47 .0 PSF O/A LEN. 12-B-0 CONFORMM/APPLICABLE PROVISIONS O'NOS C TPI. AN ENGINEER'S ALPINE TECFN[C Al UPDATE (7/1/91) FOR PROPER C O R10 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY Of THIS .�• F 9�;� OUR,FAC. i .33 IN ONLY, AND SHALL NOT BE RELIED IKON IN ANY OTHER MAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. • INEEA �•` f� A--tPt -tPUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOW CONSTRUCTION ''• ` RNRNT`' SPACING 24.0" T YP E S P e C N L-f4-359P)- T ` COMN VLT THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 D MENSI NS SUBMITTED BY TRUSS MFR, P CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. T CHORD 2x4 SP #2 N UPLIFT (LB 1. 340 200 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 12.38 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. --------------------------------------------------------------- ST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift xxx UPLIFT **x I *x* HANGER K*x HS - -4550(Jacks Only) I HUS26 - + 27510 -1286#(10d iply) MTS12 - -1000# ( HUS26 - + 3315# -1550#(16d (ply) MTS12 - -20000(2 Each I HHUS48 - + 42990 -1660#(10d 2ply) MTT280 - -3786#(2 Each) (IO(I)I HHUS48 - + 51800 -2000# 16d 251y) MTT28B - -44550(2 Each) (16d)I HGUS48 - + 66400 -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE1 HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6'4" ►T� -6-4- 4X4 4"4X4 m to 4x5(R) m 2X4 (A!) m X4 (A I) d< 4,'3 4X5(R) �--2' 5'4" 2 5-4- 12'B '4"12'B" - ---------� R=765# W=3"8 R=579# W=3"B f 4 'Gg TSED: 79272 _T. TY 6.-A PINE DESIGN CRIT-TPI OTY - 5 TOTAL - 5 REV, 17.2m SCALE 0.5000 ALPINE ENGINEERED MOWS, INC. TRUSSES REOUIRE EXTREME CAPE 12/02/94 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANY WARNING IN HANDLING. ERECTION AND n (\ OEYIAtION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIG-91 BY TPI. SEE THIS OESIGN 1 ' T(, DL, 7.0 PSF GATE 12/02/94 FAILURE 10 BUILD THE TRUS$ IN CONFORMANCE WITH OSTBB BY TPI. FOR AOOjt10NAl SPECIAL PERMANENT BRACING RE ` v ALPINE CONNECTORS ARE MAGE OF MA QALY, StEEL.MMINO ASTM OUtREMENTS. UNLESS OTHERWISE INOICATEO, TOP - BC OL 10 .0 PSF DRWG AAA/6R/EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - , 5606 _ TRUSS AND UNLESS OTHERWISE LOCATED ON fMfS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, Bottom Clam x BC LL 0.0 PSF L JS CONNECTORS PER DRAWINGS 130, 150 C $BOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF T 0 7.L D. 47 .0 PSF 0/A LEN. 1 2—8—0 CONFORM W/APPLICABLE PROVISIONS OF NO!C tPI. AN ENTNEER'S ALPINE TECHNICAL UPOAtE (7/1/911 FOR PROPER * p SEAL ON TN1/ORAWI"G APPLIES TO THE COMPONENT OEPICTEO HEIS ORYMALL APPLICATION. FURNISH A COPY OF THIS 0 Fi0 Q', 1 .33 IN oNLY, ANO SHIALL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE iRV59 ERECTION CONTRACTOR. F mE_v.4`�.' OUR. -. .. ._ .. .._....... e _ .m. Main, mgmw*mrtstritim Fm Wnm rnwtimcitnH �Hil ltl•`' SPACING 24.0" TYPE Spec a • (4-3592) LOT / T10 24-7-8 PM DROP GABLE 4'SQ THIS DWG PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SU8MITTEQ 13Y TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): WEBS 2x4 SP 03 BRG.LOC (FT): 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. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ---------(+)_Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ---------- --------------------------------- MMM UPLIFT MMM I MMM HANGER MMM H5 - -455#(Jacks Only) HUS26 - + 2751# -1286#(10d 1ply) MTS12 - -10000 HUS26 - + 33150 -15500(16d 1ply) MTS12 - -2000#(2 Each1 HHUS48 - + 42990 -1660000d 2ply) MTT280 - -37860(2 Each) (10d)1 HHUS48 - + 5180# -20000(166 2ply) MTT28B - -44550(2 Each) (164)1 HGUS48 - + 66400 -2199#(IOd 2ply) MST60 - -46880 Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -16501 Each) I HGUS5.5- +113350 -39450(164 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �---- 4' - ►�- 20'7"8 — - —) 6E,,::n X5(R) 2,0.4 3X4 (01�9' __ 4 8 .64 5(R) �W- 3'7"8 15 21 ' 24'7"6 _ J R:158# W-3"8 R=103 plf W=21 ' T TA T1 SED: 79320 P TYP.-ALPINE DESIGN CRIT-TPI OTY i TOTAL - 1 REV. 17.2m SCALE -0.2500 ALPINE ENGINEERED PRODUCTS. INC, tnussES REQUIRE ERtREME CARE 12/02/94 TC LL 30 .0 PSF REF n� X*IMPORTANT*)(SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECtION AND I\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY SPACING. SEE HIS-91 BY TPI. SEE THIS DESIGN Al l4"", fT�� us TC DL 7 .0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IM CONFORMANCE MItM OStBB ar TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , v '� ALPINE CONNECTORS ARE MADE OF 200A OALY.'STEEL MEETING ASTR OUTAEMENIS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10 .0 P SF DR WG A446 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 UNI TRUSS AND LESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORDOPM B C L L 0 .0 PSF L J S p CONNECTORS PER DRAWINGS 100. 150 6 1SOA-F. DESIGN STANDARDS Wit"PROPERLY ATTACHED RIGID CEILING -- SEE STATE of _ TOT.LD. 47 .0 PSF D/A LEN. 24-7_8 CONFORM W/APPLICAOLE PROVISIONS OF NGS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FDR PROPER I 0 RTO�, P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �( Q OUR.FAC. i .33 IM ONLY. ATG SHALL NOT aE PELTEO UPON IN ANY OIHER MAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR. INE ER`""I ._. _ �... .........� 4m, "AYl"NA, T1 mm CPFf.tFTr.ATtnN FRR Wnnn rnNBTmr.ttnN T•ITTIII••' SPACING 24.0" TYPE h i pm R ADDRESS BUILDING PERMIT NUMBER 045 :1 INSPECTIONS: FOOTING %'- _ U _ / UNDER SLAB PLUMBING 9- SLAB FRAMING i COVER-UP INSULATION /0- FINAL 0 FINAL BUILDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # /0 V92- INSPECTIONS / 2- INSPECTIONS ROUGH FINAL MECHANICAL PERMIT # PLUMBING PERMIT # NOTES: �t,__ CITY OF 4&s�%C /JC(419- Office of Building Official REQUEST FOR INSPECTION [♦ Date l t�.'� 1 Permit No. �9_)4. i Time Received -----.f�.---`—� Job Address Locality V f_ZZ" �*CATS Owner's Name _._._.r. Contractor L CO CRETE ELECTRICAL PLUMBING MECHANICAL G Footing Rough Wiring C' ough Air Cond.& Re Roofing 1-1 Slab E Temp Pole Top Out G Heating Insulation E Lintel ❑ Final E Sewer ❑ Fire Place C Pre Fab READY FOR INSPECTION A. . Mon. Tues. Wed. Thurs. Friday PM. tt A.M. Inspection Made � t P.M. Inspector Finan ectbn� ,�rr�� �,, �� p �, �� tJ+�-C z t 6xe,.s.�[4&,t,, Date FROM TROPIC FAX No. : 904 247 9241 Jul. 11 2001 11:58AM P1 5 MIN. ti RETURN. y uc�k 10126 {'age V-1,Fr.%01I�''1�� 15530 PNOHE#D 07') d Pagge: 301 Filed d Retarded 08/28/2001 1142:46 AM JId FULLER CLERK CIRCUIT COURT PUL COUNTY NOTICE OF COMMENCEMENT COTIFEEND % 1.0 �� oZ 10 81 0 RECORDING 3 5:00 TO WHOM IT MAY CONCERN: The undersigned hereby informs all concemed that improvements will be made to certain real property, and in accordant;. with Section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT, Description of Property General Description of Improvements 1 rS I I 'Z x 12 {2 fn j ret: i ks i % S( Owner DE 00111 15 Address:_ I 1p`7 3 Li C, Owner's interest in site of improvements: j Fee Simple Title Holder(it other than owner) Name ljtl Address jos a Contractor e =c car u.Qf y o Address Surety (if any) , +t Addressmount of Bond $ LatyJ Name of person within the State of Florida designated by owner upon whom notices or other documents may be served: Name N 1 Address In addition to himself, owner designates the following person to receive a copy of the Leinor's Notice as provided in Section 713.13(1)(1~), Florida Stawtes. (Fill in at Owner's option). Name Address: Owner - +Mi swornto and subscribed before me this r a ay of f LISA M.revs-NEWSOME my G'"""fa-3/2VM02 Notary Public No.CC 728 173 o ftn-ay CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT LOCATION INFORMATION. PERMIT INFORMATION y, Permit Number: 22872 Address: 1673 LINKSIDE COURT NORTH 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: 4 r.:OWNER)NFORMa. IQN t ;ar ` _ Date Issued: 10/17/2001 Name: BLASKO, DENNIS Total Fees: 25.00 Address: 1673 LINKSIDE COURT NORTH Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 10/17/2001 Phone: (000)000-0000 Work Desc: WIRE FOR SCREEN RO LtCATION FEES . • . . CONTRACTOR S sr 25.00 ALL SERVICE ELECTRIC COQ t7C � g 3 10 Pp w..y g Nrrnr-s ROUGH ELECTftG b +` bs�7x 3 t'.rrit a � .:*�,itGbx-rrat 'h ty �,Lk i� 'x�} '4.yk r .'' „,a•�,,iatC *•'S .M"` M .. t t{ e!�• t,�.,`l4� 5T« 11Y �� j ,qiF.: t'•f s .,rr�; 6 y �•at_ 'F.t b!ni ....}rs.* uyi �'f t x'cYr+t t t 4 y 3 P��wpa�,�kH.tf 1L vt 9Ql:e. NOTICE - IN EC BION I RESTE#}AT t*F � HtJR ' taFt TQ I ; PECTION BUILDING MATERIAL 8815HAIEIRtuRONHTH+IS WORt�ttlttlSTNQT BE CEf7tt�t ELIC SPACE,AND MUST BE CLEARED UP .H�IAL�I.ElVR BY EITHER; QI�JTRACTOR OR Eft "FAILURE TO COMPLY T: 51 CTUN' R T IN THE PROPERTY OWNER PAYI ISSUED ACCORDING TO APPROVED � A� I AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISI(3 M.81 14 Date: 11/17/81 11 Receipt: W4727 CHECKS 1845 ATLANTIC BEACH BUILDING DEPT. Ni8881382111� CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD—ATLANTIC BEACH,FL 32233—TEL: 247-5826—FAX: 2475877 RERMIT INFQRMATION LOCATION INFORMATION. Permit Number: 22620 Address: 1673 LINKSIDE COURT NORTH Permit Type: SCREEN ENCLOSURE ATLANTIC BEACH, FL 32233 Class of Work: REMODEL Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: SELVA LINKSIDE Est. Value: Parcel Number: Improv. Cost: 2,655.00 OWNER INFORMATION Date Issued: 9/05/2001 Name: BLASKO, DENNIS Total Fees. 38.00 Address: 1673 LINKSIDE COURT NORTH Amount Paid: 38.00 ATLANTIC BEACH, FL 32233 Date Paid: 9/05/2001 Phone: (000)000-0000 Work Desc: INSTALL SCREEN ENCLOSURE SEE-,NQT_S ON SURVEY .CONTRACTOR(S) qp �• '� PLICATION FEES TROPICAL ENCLOSURES INC. PERWT y. . 38.00 k s° w K. y. Af Rb ar FOOTING NOTICE-INSPECTST BE FtEQtESTI=Q<!T{.EAST 24 HOURS PRI TO INSF?;=CTION BUILDING MATERIAL RUBBISH `IEBRIS F2iOM THIS WORK MUST NOT BE P.IrACED 1N PUBLIC SPACE,AND MUST BE CLEARED UP.AND HA; `AWAY BY EITHER:CONTRACTOR OR O - R. "FAILURE TO COMPL' 1NITH T NST`Rt1CTtON LIEN PROPERTY OWNER PAIN �` AN REST IN THE 1Iy41 C�/E�IEN.TS" Millr ISSUED ACCORDING TO APPROVLQ F.F�&-WPf CHARIL*T-bF TF FtE f'AND SUBjF-CT TO REVOCATION FOR VIOLATION OF APPLICABLE PRiSIOIS'A �c x i++• CSWU 1 Date: 9/87/61 11 Receipt: 88165 ATLANTIC BEACH BUILDING EPT. DECKS. — 68166863221618 CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTERATIONS, MOVING, DEMOLITIONS Ci, 7 , , 01 Owner(s) DShrn, S ( AsICb �... Job Address I(o-73 L_i n kS i ch.('-h Phone q0 Ll -o? ` 7V Lot# Block or Unit# Subdivision SF-( U 1 A 1-4n kStd`�. Contractor N w State License# S S Address 7Z32- F j bIa %& B Iy Phone - ` '" 2 Zc? CityN�j?+Un-,. State (• Zip 73 2 Zoo(c Describe work to be done J r1S4-+ 1 1 Se-Rgk�r► 11Q-1 OSH a J- Present use of building jp n+ Valuation of Proposed Construction Proposed use Is this an addition? y_a S If yes, what are the dimensions of the added space: x I �• ft. Will the added area be heated and cooled? N t� New electrical (or increase) v s--S New plumbing fixtures? AI New fireplace? AIA New Heat/AC? lVt SUBMIT THREE (COMMERCIAL)TWO (RESIDENTIAL) COMPLETE SETS OF PLANS,S INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/ CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. X Signature of OWNER �...� l�"�'`�-� Date: Signature of CONTRACTO Date STATE OF FLORIDA COUNTY OF Sworn to (or affirmed)and subscribed before me this /,V ' day of GY , 200 AS TO OWNER; Notary's Signatur �.Q,•�,` ��ti pF F� LISA M.TEWS-NEWSOME MY Comm EXP.3/26/2002 ❑ Personally known .r. OVARY o PUBLIC a No.CC 72817, C1 Produced Identification �E 11 Personally Known-y'ba1K I.D. -1 Type of identification produced /Cl r Swam to (or affirmed) and subscribed before me this day of . 2001 AS TO CONTRACTOR: Notary's Signature -ALLi Azmo�xt of F40 LISA M.TEWS-NEWSOME P"'Personally known NOTARY o My Comm ESP,3/26/2002 ❑ Produced Identification PUBLIC n No.CC 728173 11Personally K,,o " IIMe,I.0. Type of identification produced 5 MIN. RETuRN a Book 10126 Page IrS 20�°i 5530 PHONE / Gage: 301 Filed & Recorded 08/28/2001 11:52:46 AN JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY NOTICE OF COMMENCEMENT TRUST FUND # 1.00 COGY FEE i 1.00 CERTIFY $ 1.00 RECORDING S 5.00 TO WHOM IT MAY CONCERN: The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with Section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Description of Property CZIA-C L I AS tO6 0-V\ZA- drl- General Description of Improvements i r15-�a I I x I SCRs r, }, 3 Owner -L _nr1 15 11S Address: c Owners interest in site of improvements: Fee Simple Title Haider(if other than owner) Name (J A Address N A, Contractor ` k :c ( Address Z arm: f Surety r S ty (rf any) o Ou Address mount of Bond CSD Name of person within the State of Florida designated by owner upon whom notices or other documents may be served: Name a Address In addition to himself, owner designates the following person to receive a copy of the Leinors Notice as provided in Section 713.13(1)(F), Florida Statutes. (Fill in at Owners option). Name l� ISA Address: f Owner Sworn to and subscribed before me this 4-k ay of kkZZ '16. aoo f LISA MA!�-j" -- — --- — . N NPO�TaA�R�Y oa W My' E Com EXP.3/26/2002 Notary Public v No.CC 728173 I I Pem-ay Knov-y4}p�'I.D. CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address_/ (013 /Nr.(S /.%� 7—• � �/�cc�Ki�lvNt tcR �,J G���N� Date Heated Square Footage @ $ per sq ft = $ Garage/Shed @ $ per sq ft = $ Carport/Porch ` @ $ 1" per sq ft = $ Deck @ $ per sq ft = $ Patio Q� @ $ per sq ft = $ TOTAL VALUATION : $ 2 cz, s' s S' Total Val tion 1st $ 600 R aining Value $ ,n.3per thousand portion thereof TOTAL BUILDING FEE $ 2 + 1/2 Filing Fee $ ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE $ �, 0110 WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ ( ) RADON (HRS) .0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE . 0050 $_ �+ OTHER $ GRAND TOTAL DUE $ �" �', O 0 ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : 41% Ropicat ENccosURM Ne, OwroM /POOL ENCLOSURES i/ACKSONV/CLE' QEACH, Azov A • 904-241-2298 CB 0058355 ^ N Scre e�'1 v /Z kn,, �rc.�ne �c.�-�a Cnclus�• re �rcrrwe Co�ar ', Wte, SC<FQ�•� Calor C�o-rCoo- _Dnnay.s'ov�S Iz XkZ ex� sn� slab r V6..4i sv, ' o (MQ c T. ROPIO t OVSTOM POOL ENCLOSURES (/.4avo tuf 8,ww,, trzov A • 904-241-2298 CB COSB355 00 CD J\4 ti z� � � 1 � 2 G � 42� �k� tr MAP SHOWING BOUNDARY SURVEY OF LOT 118, SELVA LINKSIDE UNIT 2, AS RECORDED IN PLAT BOOK 47, PAGES 85, 85A AND 858, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: DENNIS J. BLASKO & MOLLY M. BLASKO STEWART TITLE OF JACKSONVILLE, INC. PART OF GOVERNMENT LOT 2 WATSON & OSBORNE, P.A. SECTION 17 N 89'26'00" E 50.00' (PLAT) N 89'00'27" E FOUND 1/2" REBAR 49.96' (MEASURED) FOUND 1/Z IRON PIPE STAMPED 'I 6219 2 0' 1 4' CAP DESTROYED x x x x x x x 0.3' APPROVE^CITY z 0 2 . OF ATLANTIC BEACH Z �� BUILDING OFFICE O LOT 118 1'� o O t a ^? o N L4 2 a 2 9' 0,3' 0 7 m J O L4 s O O O • 12.4' 24.J' O OLnL4 A (� n O C) O AIR r_ O O CONDITIONER ; C : D ^ /� PAD ONE STORY �? m m v LOT 117 MASONRY N APPROVED D y POSTED (/ 1673 g CITY Of ATLANTIC 6EACH N I z I N 89'26'00 E PLANNING R ?nt,INt:t1FF►CE SPLI:NR oti 11.00' (PLAT) MAm Q N 89'19'03" E Z42 1 (EAVES WN) 0 � 4s o° 11.00' (MEASUREDCOVERED '0.6' 1" IRON PIPE ENTRY D 4, CONCRETE f00TEH'Y17D4N ON COMER'13' W g c N N V) 11.02' (MEASURED) >>o N B o o MASONRY S 89'26'00" w ,t o (EAVES NOT SHOWN) 11.00' (PLAT) 9 0 pp �Q r N Z Z p Z , C_1 O .. N � O 8 o. P m FOUND 1/2 IRON PIPE NO IDENTIFICATION 4 lJ� G`RtC LOT 119 fo`�04, �/l�D.��9•. ,S J`NO0.�� EPSP ME e, P ulo 69 AL1'•-10� 4086;., � 05.4, ) �A�s 4s SF O U\f 0 l 9 00 CENIERUNE OF RIGHT OF warPONT �0 F ° OUNDNA LCURVATURE AND DISK \ry`0�,� STAMPED •16219- Q� LINKSIDE COURT NORTH 20 P`t 4d�ti (50.0' RIGHT OF WAY) NOTES: ACCEPTED BY: LEGEND: R = RADIUS —x— = FENCE L = LENGTH O = CONCRETE NOTES 1, BEARINGS ARE BASED ON THE ---PLAT- N 49'30'35' W RE\/ICI(lt\fs ___ BEARING OF _-_ ALONG THE SOUTHWFSTFRI Y ROUNfIARY I INF OF SUR.IFCT PARCFI ------------ SCREEN, VINYL & GLASS ROOMS SECTION 3 SELECT EDGE BEAM TABLE 3.1,1 ROOF AND/OR TABLE 3.1.2 MINIMUM 3-1/2" 'LW' SLAB ON GRADE OR FOR MAX. RAISED FOOTING UPRIGHT (SEE DETAILS FOR LENGTH 1"x 2" FOOTINGS) VARIES NO MAX. (ELEV. SLAB OR ON GRADE) TYPICAL GLASS ROOM WITH SOLID ROOF. TYPICAL FRONT VIEW FRAMING ' (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1"x 2" PLATE TO BOTTOM OF WALL BEAM) ALTERNATE CONNECTION AT FASCIA ALLOWED (SEE LOAD WIDTH SECTION 7 FOR DETAILS) FOR ROOF BEAM LW P/2 SOLID ROOF O.H. EXISTING SIZE BEAM AND UPRIGHTS STRUCTURE (SEE TABLES) VARIES P = PROJECTION FROM BLDG. LW= LOAD WIDTH P VARIES TYPICAL SCREEN / GLASS ROOM NOTES: ANCHOR 1"x 2"OPEN BACK EXTRUSION WITH 1/4"x 2-1/4"CONCRETE FASTENER MAXIMUM OF 2'-0"ON CENTER AND WITHIN 6" OF UPRIGHT ANCHOR 1"x 2" TO WOOD WALL WITH #10 x 2-1/2" SHEET METAL SCREWS WITH WASHERS OR#10 x 2-1/2"WASHER HEADED SCREW 2'-0" ON CENTER. ANCHOR BEAM AND COLUMN INTERNALLY OR WTH ANCHOR CLIPS AND#10 SCREWS AND WASHERS. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. SELECT FOURTH WALL BEAM FROM TABLE 2.1.3 USING P/2 Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767.4774 FAX(WA)767-$656 SEAL © COPYRIGHT 2000 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 3-1 SECTION 3 SCREEN, VINYL & GLASS ROOMS ALTERNATE CONNECTION BEAM/HEADER DETAIL 1"x 2"WITH (3)#10 x 1-1/2"S.M.S. INTO SCREW BOSS (2)#10 x 1 1/2" S. M. S. INTO ANGLE CLIPS MAY BE SUBSTITUTED FOR INTERNAL SCREW BOSS SCREW SYSTEMS ANCHOR 1"x 2" PLATE TO CONCRETE W/ 1/4'x 2-1/2" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH MIN. (3)#10 x 1 1/2"S.M.S. POST AND 24" O.C. MAX. INTO SCREW BOSS MIN. 3-1/2"SLAB 2500 PSI 1"x 2" EXTRUSION CONC. 6 x 6- 10 x 10 W.W.M. OR FIBER MESH 1-1/8" MIN. IN CONCRETE • VAPOR BARRIER UNDER CONCRETE ALTERNATE HOLLOW UPRIGHT TO BASE AND HOLLOW UPRIGHT TO BEAM DETAIL 2"x 2" OR 2"x 3" OR 2" SMB (4)#10 x 1/2" S.M.S. EACH SIDE POST OF POST 0 o HEADER BEAM ANCHOR 1"x 2"CHANNEL TO o 0 CONCRETE WITH 1/4"x H-BAR OR GUSSET PLATE 2-1/4"CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AT 24"O.C. MAX. MIN. (4)#10 x 1/2" S.M.S. @ OR THROUGH ANGLE AT 24" EACH POST O.C. MAX. 1"x 2" EXTRUSION 0 0 MIN. 3-1/2" SLAB 2500 PSI CONC. 6x6-10x10 W.W.M. OR • ' 4 1-1/8" MIN. IN CONCRETE FIBER MESH •. VAPOR BARRIER UNDER CONCRETE ALTERNATE PATIO SECTION TO UPRIGHT AND PATIO SECTION TO BEAM DETAIL Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)787-4774 FAX(WA)787-6556 SEAL PAGE p © COPYRIGHT 2000 3-V NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SECTION 3 SCREEN, VINYL & GLASS ROOMS ALUMINUM FRAME SCREEN 5/16"0 GALVANIZED'ALL WALL THREAD' OR THREAD ALL' ROWLOCK EMBEDDED IN CONCRETE OR FASTENED TO CONCRETE W/ BRICK KNEEWALL TYPE'S' APPROVED CONCRETE MORTAR REQUIRED FOR ANCHOR @ 24"O.C. MAX.AND LOAD BEARING BRICK WALL WITHIN 6" OF EACH UPRIGHT ALTERNATE CONNECTION OF OR APPROVED ALTERNATE SCREENED ENCLOSURE FOR BRICK OR OTHER NON- ALTERNATE 1/4"x 6" X cin STRUCTURAL KNEE WALL CONCRETE SCREW THROUGH 2 1"WIDE x 0.063"STRAP @ 1"x 2"AND ROWLOCK INTO iv Q EACH POST FROM POST TO FIRST COURSE OF BRICKS "' Z FOOTING W/(2)#10 x 3/4" S. M. S. STRAP TO POST AND (1) 1/4"x 1-3/4"TAPCON TO SLAB OR FOOTING - 41 (NOMINAL) PATIO g" CONCRETE SLAB W/ (1)#5 0 BARS W/3" COVER (MIN.) 6 x 6- 10 x 10 WELDED WIRE (TYPICAL) MESH OR FIBER MESH CONCRETE BRICK KNEEWALL AND FOUNDATION FOR SCREEN WALLS 2'-0" MIN. BEFORE SLOPE N (1)#50 BAR CONT. .- (1)#50 BAR CON , Ce) • N g" 1,-001 TYPE I TYPE II TYPE III FLAT SLOPE/NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING 0-2"112" 2"/ 12"- V-10" > V-10" NOTES: 1. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL ENCLOSURE EXCEEDS 16'-0" FROM HOST STRUCTURE THEN A TYPE II FOOTING IS REQUIRED, ROOMS GREATER THAN 400 SQ. FT. REQUIRE TYPE III FOOTING. 2. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH 6 x 6-10 x 10 WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH. 3. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE If FOOTING OR FOOTING SECTION REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS. SLAB-FOOTING DETAILS Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O,BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767.4774 FAX(WM)767.6556 SEAL PAGE © COPYRIGHT 2000 3-16 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.SENNETT,P.E. SECTION 7 SOLID ROOF PANEL PRODUCTS PAN ROOF ANCHORING DETAILS ALTERNATE CONNECTION: EXISTING TRUSS OR RAFTER (3)#8 SCREWS PER PAN SEALANT WITH 1"MINIMUM. EMBEDMENT INTO FASCIA • — #8 x 1/2" S.M.S. (3) PER PAN THROUGH PAN BOXED END (BOTTOM)AND (1) @RISER (TOP) HEADER(SEE NOTE BELOW) ROOF PANEL J= LU aw 0 #10 x 1-1/2" S.M,S. (1) PER RAFTER OR TRUSS TAIL #8 x 1/2" S.M.S. (3) PER PAN #10 x 3/4"S.M.S. @ 12" O.C. (BOTTOM)AND (1) @RISER (TOP) EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL SEALANT FOR MASONRY USE #8 x 1/2"S.M.S. (3) PER PAN 1/4'x 1-1/4"TAP-CON ANCHOR OR EQUAL @ 24" O.C. FOR (BOTTOM)AND (1)@RISER WOOD USE#10 x 1-1/2" S.M.S. (TOP) OR WOOD SCREWS @ 2" O.C. j HEADER (SEE NOTE BELOW) / ROOF PANEL uj aTw CI EXISTING HOST STRUCTURE: WOOD FRAME, MASONRY OR #8 x 1/2" S.M.S. (3)PER PAN OTHER CONSTRUCTION (BOTTOM)AND (1)@ RISER ROOF PANEL TO WALL DETAIL (TOP) NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH#8 x 1/2" LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 1/2"WASHERS. ALL SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN. PAN RIBS SHALL RECEIVE (1) EACH#8 x 1/2" SCREW EACH.THE PANS MAY BE ANCHORED THROUGH BOXED PAN WITH (3) EACH#8 x 1"OF THE ABOVE SCREW TYPES AND THE ABOVE SPECIFIED RIZER SCREW. #8 x 9/16"TEK SCREWS ARE ALLOWED AS A SUBSTITUTE FOR#8 x 1/2"S.M.S. Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767.4774 FAX(904)767-6556 SEAL PAGE © COPYRIGHT 2000 7-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. v D 6 M � m N D Table 7-2.2 Allowable Spans for Riser Panels for Various Loads M O Aluminum Building Systems, Inc. C) Manufacturers Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 3"x 12"x 0.019"Rlse nets Q O n Buildings Enclosed Buildings o n -U S W Wind Applied Overhang Condition Wind Applied Overhang Conditi One and ee Max One and Three Max o o Region Load Two Span SPA Four Span Cantilever Region Load Two Span Span F pan Cantilever m M C) � p m 102 M.P.H. 17 10'-7" 13'-1" 13'-4" 4'-11" 102 M.P.H. 30 8'-10" 10' 1 11'-1" 4'-2" 0m (TI v -4 T m 110 M.P.N. 20 10'-1" 12'-6" 12'-9" 4'-9" 110 M.P.H. 35 8'-4" 10'-7" 3'-11" A N �` _°° (n 0 120 M.P.H. 24 9'-6" 11'-9" .0. 0 0 ;o 4'-6" 120 M.P.H. 41 7'-11" 9" 9'-11" 3'-9' oC 00 ; m m 130 M.P.H. 28 9'-0", 11'-2" 11'- 4'-3" 130 M.P.H. 48 7' 9'-3" 9'-5" 3'-6" no x M a, R o 0 140 M.P.H. 32 B'-7" 10'-7" 10'-10" 4'-0" 140 M.P.H. 56 -1" 8'-10" 8'-11" T-4" o b m S m 150 M.P.H. 37 8'-2" 10'-2" 10'-4" -10" 150 M.P.H. 6'-10" 8'-5" 8'-7" T-2" o ° o ((D 3"x 12"x 0.026"Riser Panels .-� I a = Open Buildings Enclosed Buildings !^ :L7 N fC' U vJ Z N , Wind Applied Overhang Condition nd Applied Overhang Condition y y f71 One and Three One and Three Max r Region Load Two Span Span Four Span tilever Reg Load Two Span Span Four Span Cantilever Q 102 M.P.H. 17 11'-10" 14'-8" 1 S'-0" 102 M.P. 30 9'-10" 12'-2" 12'-5" 4'-8' 110 M.P.H. 20 11'4" 13'-11" 3" 5'-0" 110 M.P.H. 35 9'-5" 11'-7" 11'-10" 4'-5' Q 120 M.P.H. 24 10'-8" 13'-5" 5'-0" 120 M.P.H. 8'-10" 10' 11" 11'-2" 4'-2' Q _ 130 M.P.H. 28 10'- 2'6" 12'-9" 4'-9" 130 M.P.H- 4 8'-5" 10'-4" 10'-7" 3'-11" TI M � p 140 M.P.H. 32 11'-11" 12'-1" 4'-6" 140 M.P.H. 56 7'-11" 9'-10" 10'-1" 3'-9" � o M o) D 150 M.P.H. 9'-2" 11'-4" 11'-7" 4'-4" 150 M.P.H. 64 7" 9'-5" 9'-7" T-7" D Z M ' w p 3 3"x 12"x 0 iser Panels M o�= Z Open Buildings Enclo Buildings r 3 Ln N w 3 3 ! Wind Applied Overhang Condition Wind Applied verhang Condition O w C 111111 o ,o�U, CO One and Three Max One andXFre Max 0 0—p C � Region Load Two Span Span Four Span Cantilever Region Load Two SpanMnr Span Cantilever Q 102 M.P.H. 17 12'-9" 15'-9" 16'-1" 5'-0" 102 M.P.H. 30 10'-7" 3'4" 4'-11" C D Ty 110 M.P.H. 20 12'-2" 15'-0" 15'-4" 5'-0" 110 M.P.H. 35 10'-1" 2'8« 4'-9";�X m F-i UD "-'IZ z N Z C 120 M.P.H. 24 11'-6" 14'-2" 14'-5" 5'-0" 120 M.P.H. 41 9'-6" 1'-11" 4'-6"m r-w C 130 M.P.H. 28 10'-10" 13'-5" 13'-8" 5'-0" 130 M.P.H. 48 9'0" 1'4" 4'-3"1-11,11 co "v n to 140 M.P.N. 32 10'-4" 12'-9" 13'-0" 4'-10" 140 M.P.H. 56 8'-7" '-1z „ 150 M.P.H. 37 9'-10" 0' Ln C)"r m Note: Total roof panel width=room width plus wall width plus overhang. V A W 3 A r V L m O V d 0 co 0 N SCREEN, VINYL & GLASS ROOMS SECTION 3 Table 3.2.2 Allowable Upright Heights Screen, Vinyl and Glass Rooms Aluminum Alloy 6063 T-6 3"x 2"x 0.045"Hollow Extrusion Wind Zone Load 102 M.P.H. 110 M.P.H. 120 M.P.H. 130 M.P.H. 140 M.P.H. 150 M.Pd.H. Width Applied Load 8#/S .Ft. 9#/S .Ft. 10#/Sq. Ft. 12#/S .Ft. 15#/S .Ft. 16#/S 36" 12'-6" 11'-8" 10'-8" 9'-10" 8'-11" 8'-6" 42" 11'-7" 10'-9" 9'-11' 9'-1" 8'-4" T-11 48" 10'-10" 10'-1" 9'-3" 8'-6" 7'-9" 7'-5" 54" 10'-3" 9'-6" 8'-9" 8'-0" 7'-4" 6-11' 60" 9'-8" 9'-0" 8'-3" T-7" 6'-11" 6'-7" 66" 9'-3" 8'-7" T-11" T-3" 6-8" 6-4- 72" 8'-10" 8'-3" 7'-7" 6'-11" 6'-4" 6-0" 78" 8'-6" T-11" 7'-3" 6'-8" 6'-1" 5' 9" 84" 8'-2" 7'-7" 7'-0" 6'-5" 5'-10" 7'-4" 6'-9" 6'-2" 5'-8" 2"x 3"x 0.045"Hollow Extrusion Wind Zone Load 102 M.P.H. 110 M.P.H. 120 M.P.H.1 130 M.P.H. 140 M.P.H. 150 M.P.H. Width Applied Load 8#/S . Ft. 9#/Sq.Ft. 10#/Sq. Ft.1 12#/Sq.Ft.1 15#/S . Ft. '16#/Sq.Ft. 36" 14'-3" 13'-3" 12'-2" 1 11'-2" 10'-3" 9'-9" 42" 13'-3" 12'-3" 11'- 10'-4" 9'-6" 9'-0" 48" 12'-1" 54" 11'-8" 10'-10" 9'-11" 9'-2" 8'-4" T-11" 60" 11'-1" 10'-3" 9'-5" 8'-8" 7'-11" 7'-6" 66" 10'-7" 9'-10" 9'-0" 8'-3" 7'-7" 7'-2" 72" 10'-1" 9'-5" 8'-8" T-11" T-3" 6'-10" 78" 9' 8" 9'-0" 8'-4' T-7" 6'-11" 6'-7" 84" 9'-4" '-4 8'-8" T-11" 7 " 6'-8" 6'-4" 90" 9'-0" 8'-5" 1 7'-9" T-1" 6-6" 6'-2" 2"x 4"x 0.050"Hollow Extrusion Wind Zone Load 102 M.P.H. 110 M.P.H. 120 M.P.H.1 130 M.P.H. 140 M.P.H. 150 M.P.H. Width Applied Load 8#/Sq. Ft, 9#/Sq.Ft. 10#/Sq.Ft. 12#/Sq.Ft. 15 t. 16#/Sq. Ft. 36" 19'-7" 18'-2" 16'-9" 15'-4" 14'-0" 13'-4" 42" 18'-1" 16'-10" 15'-6" 14'•2" 12'-11" 12'4" 48" 16'-11" 15-9" 14'-6" 13'-3" 12'-2" 11'-6" 54" 15'-11" 14'-10" 13'-8" 12'-6" 11'-5" 10--10-- 60" 0'-10"60" 15-2" 14'-1" 12'-11" 11'-10" 10'-10" 1014" 66 14'-5" 13'-5" 174" 1 11'-4" 10'-4" 9'-10- 72" 13'-10" 12'-10" 11'-10" 10'-10" 9'-11" 9'-5" 78" 13'-3" 12'4" 11'-4" 10'•5" 976" 97" 84" 1 12'•10" 11'-11" 10'-11" 10'-0" 9.2" 8'-9" 90" 12'-4" 11'-6" 10'-7" 9'-8" 8'-10" 8'-5" 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 maximum height allowed for each extrusion. Screen Splines on 3"side. extrusion turned with 3"side parallel to sole plate. Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P O BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767.4774 FAX(904)767.6556 SEAL PAGE © COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 3-21 SECTION 3 SCREEN, VINYL & GLASS ROOMS Table 3.1.2 Allowable Beam Spans - Hollow Extrusions for Screen and/ or Vinyl [Open) Rooms with Solid Roofs Aluminum Alloy 6063 T-6 Wind Zone 102 M H I 110 MPH 1 120 MPH 1 130 MPH 1 140 MPH 150 MPH Applied Load 17#/Sq.Ft20#ISq.Ft 24#ISq.Ft 28#ISq.Ft 32#I Sq.Ft3 .Ft Load Width 3"x 2"x 0,045" 5' 6'-6" 6'-0" 1 5'-6" 5'-1" 4'-9" 4'-5- 6' F-11" 5'-6" 5'-0" 4'-8" 4'-4" 4'-0" 7' 5'-6" 5'-1". 4'-8" 4'-4" 3'-11" 3'-9- 8. 5'-1" 4'-9" 4'-4" 4'-0" T-9" T-6" 9' 4'-10" 4'-6" 4'-1" 3'-10" 3'-6" T-3" 10' 4'-7" 4'-3" 3'-11" 3'-7" 3'-4" 3'-1" 11' 4'-4" 4'-1" 3'-9" 3'-5" T-2" 1 2'-11" 12' 4'-2" 1 3'-11" 1 3'-7" T-3" 1 3'-1" 2'-10" Load Width 2" x 3"x 0.045" 5' 6'-9" 6'-3" 5-9" 5'-3" 4'-11" 4'-7" 6' 6'-2" 5'-8" 5'-3" 4'-10" 4'-6" 4'-2" 7' 5'-8" 5'-3" 4'-10" 4'-6" 4'-2" 3'-10" 8' 5'-4" 4'•11" 4'-6" 4'-2" 3'-10„ 3'-7" 9' 5'-0" 4'-8" 4'-3" T-11" T-8" T-5" 10' 4'-9" 4'-5" 4'-1" 3'-9" 3'-6" 3'-3" 11' 4'-6" 1 4'-2" 1 3'-10" 3'-7" 3'-4" 3'-1" 12' 4'-4" 1 4'-0" 3'-8" 3'-5" 3'-2" 2--11- Load Width 2"x 4"x 0.050" 5' 10'-1" 9'-5" 8'-7" 7'-11" 71-4" 6'-11" 6' 9'-3" 8'-7" 7'-10" 7'-3" 6'-9" 6'-3" 7' 8'-7" 7'-11" 7'-3" 6'-9" 6'-3" 5'-10" 8' 7'-11" 7'-5" 6'-10" 6'-3" 5'-10" 5'-5" 9' 7'-6" 7'-0" 6'-5" 5'-11" 5'-6" 5'-2" 10' 7'-2" 6'-8" 6'-1" 5'-7" 5'-3" 4'-10" 11' 6'-10" 6-4" 5'-10" 5'-4" 1 4'-11" 4'-8" 12' 1 6'-6" 6'-1" 5'-7" 5'-2" 4'-9" 1 4'-5" Note: 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. Tables assume extrusion oriented with longer extrusion dimension parallel to applied load. Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767-1774 FAX(904)767.6556 SEAL PAGE © COPYRIGHT 2000 3-18 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SOLID ROOF PANEL PRODUCTS SECTION 7 0 M - J ROYAL ALUMINUM EZ-LOK ROOF PANEL Table 7.3.1 Allowable Spans for EZ-LOK Panels for Various Loads Royal EZ-LOK Composite Panels Manufacturers Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S.1# Density 3"x 48"x 0.024" Roof Panel with R Value of 11.58 Open Buildings Enclosed Buildings Wind Applied 0 erhang Condition Wind Applied Overhan Condition Region Load NONE V-0" 2'-0" 3'-0" Region Load NONE 1'-0" 2'-0" 1 3'-0" 102 M.P.H. 17 164" 1F'•5" 16-10" 17'-5" 102 M.P.H. 30 12'-9" 12'-11" 13'4" 14'-1" 110 M.P.H. 20 15'-2" 15'-3" 15'-8" 164" 110 M.P.H. 35 11'-10" 12'-0" 12'-6" 13'-3" 120 M.P.H. 24 13'-11" 14'-0" 14'-5" 15-2" 120 M.P.H. 41 10'-10" 11'-0" 11'-7" 12'-5" 130 M.P.H. 28 12'-10" 12'-11" 13'-5" 14'-2" 130 M.P.H. 48 10'-0" 10'-3" 10'-9" 11'-8" 140 M.P.H. 32 11'-11" 12'-1" 12'-7" 13'4" 140 M.P.H. 56 V-3" 9'-6" 10'-1" 1 V-1" 150 M.P.H. 37 1 11'-1"1 11'-3" 11'-1 Q"l 12'-7"1 150 M.P.H. 64 8'-8" 6'-11" 9'-7" 10'-7" 4"x 48"x 0.024"Roof Panel with R Value of 15.44 Open Buildings Enclosed Buildings Wind Applied 0 erhang Condition Wind Appng Condition Region U[77Trl V-0" 2'-0" 3'-0" Region Load NONE V-0" 2'-0" 3'-0" 102 M.P.H. " 18'-0" 18'-4" 18'-11" 102 M.P.H. 30 13'-9" 13'-11" 14'-4" 14'-11" 110 M.P.H. " 16'-9" 17'-1" 17'-8" 110 M.P.H. 35 12'-9" 12'-11" 13'-4' 14'-1" 120 M.P.H. " 15'-4" 15'-9" 16'-5" 120 M.P.H. 41 11'-8" 11'-10" 1 '-4" 13'-2" 130 M.P.H. " 14'-3" 14'-8" 15'-4" 130 M.P.H. 48 10'-10" 10'-11" 11'-6" 1 '-4" 140 M.P.H. ' 13'-2" 13'-8" 14'-4" 140 M.P.H. 56 10'-0" 10'-3" 10'-9" 11'-8" 150 M.P.H. 12'-4 12'-10" 13'-7" 150 M.P.H. 64 9'-4" 9'-7" 10'-2" 11'-1" 5"x 48"x 0,024"Roof Panel with R Value of 19.30 Open Buildings Wind Applied 0 erhang Condition Wind Applied 0 erhang Condition Region Load NONE 1'-0" 1 2'-0" 1 3'-0" Re Ion Load NONE 1'-0" 2'-0" 3'-0" 102 M.P.H. 17 20'-2" 20'-4" 20'-7"121'-1" 102 M.P.H. 30 15'-5" 15'-7" 15'-11" 16'-7" 110 M.P.H. 20 18'-9' 18'-10" 19'-2" 19'-8" 110 M.P.H. 35 14'-4" 14'-6" 14'-11" 15'-6" 120 M.P.H. 24 17'-2" 17'4" 17'-8" 18'-3" 120 M.P.H. 41 13'-2" 13'-3" 13'-9" 14'-5" 130 M.P.H. 28 15'-11" 16-0' 16'-4" 16'-1 l"l 130 M.P.H. 48 172" 12'-3" 12'-9" 13'-6" 140 M.P.H. 1 32 14'-9" 14'-10" 15'-3" 15--11-1 140 M,P.H. 56 11'-3" 11'-5" 11'-11" 12'-9" 150 M.P.H. 37 13'-9" 13'-11" 14'-4" 15'-0" 150 M.P.H. 64 10'-6" 10'-8" 11'-3'1 12'-1" 6"x 48"x 0.024"Roof Panel with R Value of 23.16 Open Buildings Enclosed Buildings Wind Applied 0 erhang Condition Wind Applied 0 erhang Condition Region Load NONE 1'-0" 1 2'-0" 1 3'-0" Region Load NONE 1'-0" 2'-0" 3'-0" 102 M.P.H. 17 22'-3" 22'-4" 22'-7"1 23'-1" 102 M.P.H. 30 16-11" 17'-1" 17'-6" 18'-0" 110 M.P.H. 20 20'-8" 20'-9" 21'-1" 21'-6" 110 M.P.H. 35 15'-9 15'-11" 16'-3' 16-11- 120 M.P.H. 24 18'-11" 19'-1" 19'-4" 19'-11" 120 M.P.H. 41 14'-6" 14'-7" 15'-0" 15-8" 130 M.P.H. 28 17'-6" 17'-7" 17'-11" 18'-6*1 130 M.P.H. 48 13'-4" 13'-0" 13'-11" 14'-8" 140 M.P.H. 1 32 16'-3" 16-4- 16'-9" 17'-4"1 140 M.P.H. 56 1 12'-5" 12'-7" 13'-0" 13'-9" 150 M.P.H. 1 37 1 15'-2" 15'-3" 15'-8- 16-4" 150 M.P.H. 1 64 1 11-7"1 11'-9"1 12'-3 13'-0" Notes: 1)For Live Load+Dead Load requirements the following conversion applies. For panel span use'Room Projection'+'Overhang'(See drawings).Panel span under wind load is from attachment point on existing building to front wall add overhang desired to obtain total panel length. 2)Use this table for roof systems with Easy-Lock Sun-Ray sky light panels. �'mE1RlS USRTM Lawrence E. Bennett, P.E. ROYAL ALUMINUM CIVIL ENGINEER-DEVELOPMENT CONSULTANT 1746 E. MAIN ST. P.O. BOX 895008 LEESBURG, FL 34789-5008 P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TEL: (352) 787-4000 FAX: (352) 787-6031 TELEPHONE(904)767-4774 NATIONAL: 1-800-342-3622 FAX(904)767.6556 SEAL © COPYRIGHT 2000 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRIT -7TEN PERMISSION OF LAWRENCE E.BENNETT,P.E. / -2 I-7 SCREEN, VINYL & GLASS ROOMS SECTION 3 SOLID COVER MINIMUM 2"x 2"x 0.032" (TYPICAL) EDGE BEAM Lu MAXIMUM WIDTH= w EDGE BEAM SPAN LU Q SHEETING MINIMUM ONE SIDE EDGE BEAM SLAB 3-112"MINIMUM (SEE DETAIL) TYPICAL ELEVATION GLASS ROOM WALL ANGLE (1) SIDE OR BLIND 2"x 2"WINDOW HEADER SCREW WINDOW ADDITION ANCHOR W/MIN. #10 x 1" S.M.S. @ 6" FROM EACH CORNER AND 16" O.C. MAX. CHAIR RAIL 2"x 2"ALUMINUM EXTRUSION KICK PLATE ANGLE (1) SIDE OR BLIND SCREW TYPICAL ELEVATION GLASS ROOM WALL Lawrence E. Bennett, P.E. CIVIL ENGINEER•DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)7674774 FAX(904)767.6556 SEAL © COPYRIGHT 2000 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 3-5 MAP SHOWING BOUNDARY SURVEY OF LOT 118, SELVA UNKSIDE UNIT 2, AS RECORDED IN PLAT BOOK 47, PAGES 85, 85A AND 858, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: DENNIS J. BLASKO & MOLLY M. BLASKO STEWART TITLE OF JACKSONVILLE, INC. PART OF GOVERNMENT LOT 2 WATSON & OSBORNE, P.A. SECTION 17 N 89'26'00" E 50,00' (PLAT) N 89'00'27' E FOUND 1/2 CAP DESTROYED RESAR 49.96' (MEASURED) FOUND 1/2' IRON PIPE STAMPED '/ 6219 —x 2z x x x x1d x APPROVED D 3. CITY. OF ATLANTIC BEACH 0.2' BUILDING OFFICE Z z o O LOT 118 o A , c U1 (A 's o N • ' 2 12.9' 0.3' O.7' Lo c J w � P. - O 12.4 24.3' I O 0 C ' O O I �z � W AnoM U1 A D W O AIR (n (n f O CONDITIONER I x C s D PAD S z ;Q `– F'' LOT 117 .� ONE STORY ti Im M m MASONRY D POSTED # 1673 N L a N 89'26'00' E SPLIT LEVEL I ons 1.00' (PLAT) MASONRY m A a. N 8919'03' E (EAVES NOT SHOWN) N 11.00' (MEASURED) COVERED u 109 0.6' FOUND t/2" IRON PIPE ENTRY 0 4, m CONCRETE FOOTER STAMPED /1704' N ON CORNER S 89'11'13` W p N N ONE STORY 11.02' (MEASURED) >g o MASONRY O p 5 89'26'00• w �� + ,t o u (EAVES NOT SHOWN) 11.00 (PLAT) N v o �pz !i C� � ..-'i N Z JO'9 • ,� m .. N O 8 O O r- t' 1.5 21 5' 8 °' 71 FOUND 1/2' IRON PIPE p D NO IDENTIFICATION Ri Loi 2. 6 O /RO i �.fO. 'O�9•. ,S PUSH S� LOT 119 �>>tiq 0a � r9�O; • : ��� v�aC S,(9 \aO,C' V M / J 0 Igo ti A' �' ✓ f�Nlp�? ti 6y. 6�OQ9� N4o y0'5P �.O S Vip ti � \ � (M Uk SFO �_ CENTERLINE OF RIGHT OF WAY\� �a �"✓�Q� rb ,LQ POINT OF CURVATURE FOUND NAIL AND DISK `GSTAmPED '/6219' 0 5 o�R LINKSIDE COURT NORTH 21P ,day (50.0' RICHT OF WAY) NOTES ACCEPTED BY LEGEND R = RADIUS —x— = FENCE L = LENGTH O = CONCRETE NOTES. PLAT N 49'30'35" w REVISIONS I. BEARINGS ARE BASED ON THE __________ BEARING OF _______________ ALONG THE SOUTHWESTERLY BOUNDARY LINE OF SUBJECT PARCEL. ROP/CAC AN01091IRM Iwo, CYS'7OM POOL ENCLOSURES 4/ACKSO#14/za QEACW FCOR/DA 904-241-2298 CB CCSB355 ^ ti Sere e r7 /Z �r e C.o 1 a r ', W�n: -e. SCreet1 Calor ; C1 arCoc, � �tv,ev�S ov�5 IZ X 1Z ex, S� �o fv1 aA C k t F o_S G l 0. O ` . �aPrcat Ewccos��eEs,N� OZIS70M POOL e#CCOSURES c/ACKSONv ur Smow,, FLORIDA • 904-241-2298 08 0058355 0;0 r �t,r�t \,AJG. � i Ali 2y � 2� Lac 4. r (' � SCREEN, VINYL & GLASS ROOMS SECTION 3 SELECT EDGE BEAM TABLE 3.1.1 ROOF AND/OR TABLE 3.1.2 MINIMUM 3-1/2" 'LW' SLAB ON GRADE OR FOR MAX. RAISED FOOTING UPRIGHT (SEE DETAILS FOR LENGTH 11 1" x 2" FOOTINGS) VARIES NO MAX. (ELEV. SLAB OR ON GRADE) TYPICAL GLASS ROOM WITH SOLID ROOF. TYPICAL FRONT VIEW FRAMING ' (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1"x 2" PLATE TO BOTTOM OF WALL BEAM) ALTERNATE CONNECTION AT FASCIA ALLOWED (SEE LOAD WIDTH SECTION 7 FOR DETAILS) FOR ROOF BEAM LW P/2 SOLID ROOF O.H. EXISTING SIZE BEAM AND UPRIGHTS STRUCTURE (SEE TABLES) VARIES P = PROJECTION FROM BLDG. LW = LOAD WIDTH P VARIES TYPICAL SCREEN / GLASS ROOM NOTES: ANCHOR 1" x 2" OPEN BACK EXTRUSION WITH 1/4"x 2-1/4" CONCRETE FASTENER MAXIMUM OF 2'-0"ON CENTER AND WITHIN 6"OF UPRIGHT ANCHOR 1" x 2"TO WOOD WALL WITH #10 x 2-1/2" SHEET METAL SCREWS WITH WASHERS OR#10 x 2-1/2"WASHER HEADED SCREW 2'-0" ON CENTER. ANCHOR BEAM AND COLUMN INTERNALLY OR WTH ANCHOR CLIPS AND #10 SCREWS AND WASHERS. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. SELECT FOURTH WALL BEAM FROM TABLE 2.1.3 USING P/2 Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767.4774 I FAX(904)767-8556 SEAL PAGE © COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 3-1 SECTION 3 SCREEN, VINYL & GLASS ROOMS ALTERNATE CONNECTION BEAM/HEADER DETAIL 1"x 2"WITH (3)#10 x 1-1/2"S.M.S. INTO SCREW BOSS ANGLE CLIPS MAY BE (2)#10 x 1 1/2"S. M. S. INTO SUBSTITUTED FOR INTERNAL SCREW BOSS SCREW SYSTEMS ANCHOR 1"x 2" PLATE TO CONCRETE W/ 1/4"x 2-1/2" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH \ MIN. (3)#10 x 1 112" S.M.S. POST AND 24" O.C. MAX. INTO SCREW BOSS MIN. 3-1/2"SLAB 2500 PSI 1"x 2" EXTRUSION CONC. 6 x 6- 10 x 10 W.W.M. OR FIBER MESH " • 1-118" MIN. IN CONCRETE VAPOR BARRIER UNDER CONCRETE ALTERNATE HOLLOW UPRIGHT TO BASE AND HOLLOW UPRIGHT TO BEAM DETAIL 2"x 2"OR 2"x 3" OR 2" SMB (4)#10 x 1/2" S.M.S. EACH SIDE POST OF POST 0 o HEADER BEAM ANCHOR 1"x 2" CHANNEL TO 0 0 CONCRETE WITH 1/4"x H-BAR OR GUSSET PLATE 2-1/4"CONCRETE ANCHORS WITHIN 6"OF EACH SIDE OF EACH POST AT 24"O.C. MAX. MIN. (4)#10 x 1/2" S.M.S. @ OR THROUGH ANGLE AT 24" EACH POST O.C. MAX. 1"x 2" EXTRUSION 0 0 MIN. 3-1/2" SLAB 2500 PSI CONC. 6x6-10X10 W.W.M. OR • ' • 1-1/8" MIN. IN CONCRETE FIBER MESH VAPOR BARRIER UNDER CONCRETE ALTERNATE PATIO SECTION TO UPRIGHT AND PATIO SECTION TO BEAM DETAIL Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4369,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767-4774 FAX(904)767-6556 SEAL PAGE p Q COPYRIGHT 2000 3-8 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SECTION 3 SCREEN, VINYL & GLASS ROOMS ALUMINUM FRAME SCREEN 5/16"0 GALVANIZED 'ALL WALL THREAD' OR THREAD ALL' ROWLOCK EMBEDDED IN CONCRETE OR FASTENED TO CONCRETE w/ BRICK KNEEWALL TYPE'S' APPROVED CONCRETE MORTAR REQUIRED FOR ANCHOR @ 24"O.C. MAX. AND LOAD BEARING BRICK-WALL WITHIN 6" OF EACH UPRIGHT ALTERNATE CONNECTION OF OR APPROVED ALTERNATE SCREENED ENCLOSURE FOR BRICK OR OTHER NON- ALTERNATE 1/4"x 6" X cit STRUCTURAL KNEE WALL uj CONCRETE SCREW THROUGH 1"WIDE x 0.063" STRAP @ 1" x 2"AND ROWLOCK INTO Q EACH POST FROM POST TO FIRST COURSE OF BRICKS M Z FOOTING W/(2)#10 x 3/4" S. M. S. STRAP TO POST AND -� — — (1) 1/4"x 1-3/4"TAPCON TO z 1MIN SLAB OR FOOTING 4" (NOMINAL) PATIO CONCRETE SLAB W/ (1)#5 0 BARS W/3" COVER ( .) 6 x 6 - 10 x 10 WELDED WIRE (TYPICAL) MESH OR FIBER MESH CONCRETE BRICK KNEEWALL AND FOUNDATION FOR SCREEN WALLS 2'-0" MIN. (1)#50 BAR CONT. BEFORE SLOPE N (1)#50 BAR CON - cM N - - _ _ _ 401 - - $" T_ TYPE I TYPE II TYPE III FLAT SLOPE/NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING 0-2"/ 12" 2"/ 12"- V-10" > V-10" NOTES: 1. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL ENCLOSURE EXCEEDS 16'-0" FROM HOST STRUCTURE THEN A TYPE II FOOTING IS REQUIRED. ROOMS GREATER THAN 400 SQ. FT. REQUIRE TYPE III FOOTING. 2. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH 6 x 6 -10 x 10 WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH. 3. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE II FOOTING OR FOOTING SECTION REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS. SLAB-FOOTING DETAILS Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4388,SOUTH DAYTONA.FL 32121 TELEPHONE(904)767-4774 FAX(904)767-6556 SEAL PAGE © COPYRIGHT 2000 3-16 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SECTION-7 SOLID ROOF PANEL PRODUCTS PAN ROOF ANCHORING DETAILS ALTERNATE CONNECTION: EXISTING TRUSS OR RAFTER (3)#8 SCREWS PER PAN SEALANT WITH 1" MINIMUM. #8 x 1/2" S.M.S. 3 PER PAN EMBEDMENT INTO FASCIA (BOTTOM)AND (1) @ RISER THROUGH PAN BOXED END (TOP) /� HEADER (SEE NOTE BELOW) ! ROOF PANEL Z7LIJ _ aw 0 #10x 1-1/2" S.M.S. (1) PER RAFTER OR TRUSS TAIL #8 x 1/2" S.M.S. (3) PER PAN #10 x 3/4"S.M.S. @ 12"O.C. (BOTTOM)AND (1) @ RISER(TOP) EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL SEALANT FOR MASONRY USE #8 x 1/2"S.M.S. (3) PER PAN 1/4"x 1-1/4"TAP-CON ANCHOR BOTTOM 1 OR EQUAL @ 24" O.C. FOR (BOTTOM)AND( )@RISER (TOP) WOOD USE#10 x 1-1/2" S.M.S. OR WOOD SCREWS @ 2" O.C. /—`—^ HEADER(SEE NOTE BELOW) / ROOF PANEL a. new 0 EXISTING HOST STRUCTURE: WOOD FRAME, MASONRY OR #8 x 1/2" S.M.S. (3) PER PAN OTHER CONSTRUCTION (BOTTOM)AND(1)@ RISER ROOF PANEL TO WALL DETAIL (TOP) NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3)EACH#8 x 1/2" LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 1/2"WASHERS. ALL SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN. PAN RIBS SHALL RECEIVE (1) EACH#8 x 1/2" SCREW EACH.THE PANS MAY BE ANCHORED THROUGH BOXED PAN WITH (3)EACH#8 x 1" OF THE ABOVE SCREW TYPES AND THE ABOVE SPECIFIED RIZER SCREW. #8 x 9/16"TEK SCREWS ARE ALLOWED AS A SUBSTITUTE FOR#8 x 1/2" S.M.S. Lawrence E. Bennett, P.E. CIVIL ENGINEER.DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)7674774 FAX(904)7676556 SEAL PAGE © COPYRIGHT 2000 7-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. v D 0 v m U) ry v Table 7.2.2 Allowable Spans for Riser Panels for Various Loads M O Aluminum Building Systems, Inc. C7 Manufacturers Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 ---I 3"x 12"x 0.019"Riser Panels Q © Open Buildings Enclosed Buildings o n < Wind Applied Overhang Condition Wind Applied Overhang Condition M One and Three Max One and Three Max 0 o Z CD Region Load Two Span Span Four Span Cantilever Region Load Two Span Span pan Cantilever M C) m p m 102 M.P.H. 17 10'-7" 13'-1" 13'-4" 4'-11" 102 M.P.H. 30 8'-10" 1 0.,U111wi1'-1" 4'-2" M T v m � 110 M.P.H. 20 10'-1" 12'-6" 12'-9" 4'-9" 110 M.P.H. 35 8'-4" 10'-7" B`-11" 0 0 0 o o M120 M.P.H. 24 9'-6" 11'-9" 12'-0" 4'-6" 120 M.P.H. 41 7'-11" 9'-11" 3'-9" oC o m -1 m 130 M.P.H. 28 9'-0" 1 11'-2" 11'-5" 4'-3" 130 M.P.H. 48 9'-3" 9'-5" m a, g =o o W 140 M.P.H. 32 B'-7" 10'-7" 10'-10" 4'-0" 140 M.P.H. 56 8'-10" 8'-11" 3'-4" S m 150 M.P.H. 37 8'-2" 10'-2" 10'-4" T-10" 150 M.P.H. 10" 8'-5" 8'-7" T-2" oo --I3"x 12"x 0.026"Riser Panels r aT O h ^' � z- Open Buildings Enclosed Buildings 'a NSA Z N Wind Applied Overhang Condition d Applied Overhang Condition Q y A (71 Region Load One and Three Four Span M Region Load One and Three Four Span Max r " Two Span Span Two Span Span Cantilever 102 M.P.H. 17 11'-10" 14'-8" 14'-11" 102 M.P.H. 30 9'-10" 12'-2" 12'-5" 4'-8" 0 110 M.P.H. 20 11'4" 13'-11" 5'-0" 110 M.P.H. 35 9'-5" 11'-7" 11'-10" 4'-5" 120 M.P.H. 24 10'-8" 13'-2" 5'-0" 120 M.P.H. 41 8'-10" 10'-11" 11'-2" 4'-2" Q T ' 130 M.P.H. 28 10'-1" '-9" 4'-9" 130 M.P.H. 48 8'-5" 10'-4" 10'-7" T-11" TI = r M A 140 M.P.H. 32 9'-7" 12'-1" 4'-6" 140 M.P.H. 56 7'-11" 9'-10" 10'-1" 3'-9* o D 150 M.P.H. 37 9'- -4" 11'-7" 4'-4" 150 M.P.H. 64 7'-7" 9'-5" 9'-7" 3'-7" D.. Zr Z z ;w p 3 3"x 12"x 0.032"Rise 171 + H r- X o- Z Open Buildings Enclosed Buildings 3 Cn N w 3 3 IIII■gl Wind ied Overhang Condition Wind Applied Overhang Condition o ��,D„ CO One and Three Max One and Three Max 0 0 A C R Load Two Span Span Four Span Cantilever Region Load Two Span Span Four Span Cantilever v o H _ .P.H- 17 12'-9" 15'-9" 16'-1" 5'-0" 102 M.P.H. 30 10'-7" 13'-1" 13'x" 4'-11" � D-n 110 M.P.H. 20 12'-2" 15'-0" 15'-4" 5'-0" 110 M.P.H. 35 10'-1" 12'-5" 12'-8" 4'-9" M H.. m H C/7 Z 0^M Z C 120 M.P.H. 24 11'-6" 14'-2" 14'-5" 5'-0" 120 M.P.H. 41 9'-6" 11'9" 11'-11" 4'6" U) M D w c G/� 130 M.P.H. 28 10'-10" 13'-5" 13'-8" 5'-0" 130 M.P.H. 48 9'-0" 11'-2" 11'x" 4'-3" M v C) to � 140 M.P.H. 32 10'-4" 12'-9" 13'-0" 4'-10" 140 M.P.H. 56 8'-7" 10'-7" 10' M o„ U 3 150 M.P.H. 37 9'-10" 12'-2" 12'-5" 4'-8" 150 M.P.H. 64 8'-2" 10'-1" 10'-4" 3'-10" M o r -A Note: Total roof panel width=room width plus wall width plus overhang. M v a v to M O0. N SCREEN, VINYL & GLASS ROOMS SECTION 3 Table 3.2.2 Allowable Upright Heights Screen, Vinyl and Glass Rooms Aluminum Alloy 6063 T-6 3"x 2"x 0.045"Hollow Extrusion Wind Zone Load 102 M.P.H. 110 M.P.H. 120 M.P.H.1 130 M.P.H. 140 M.P.H. 150 M.P.H. Width Applied Load 8#/Sq. Ft. 9#/S .Ft. 10#/Sq.Ft. 12#/Sq.Ft. 15#/Sq.Ft. 16#/Sq. Ft. 36" 12'-6" 11'-8" 10'-8" 9'-10" 8'-11" 8'-6" 42" 11'-7" 10'-9" 9'-11" 9'-1" 8'-4" 7'-11" 48" 10'-10" 10'-1" 9'-3" 8'-6" 7'-9" 7'-5" Sd" 10'-3" 9'-6" 8'-9" 8'-0" 7'-4- 6'-11" 60" 9'-8" 9'-0" 8'-3" T-7" 6'-11" 6-7" 66" 9'-3" 8'-7" 7'-11" 7'-3" 6'-8" 6'-4" 72" 8'-10" 8'-3" 7'-7" 6'-11" 6'-4" 6-0- 78" 8'-6" 7'-11" 7'-3" 6'-8" 6'-1" 5'-9" 84" 8'-2" 7'-7" 7'-0" 6'-5" 5'-10" 5'-7" 90" 7'-11" 7'-4" 6'-9" 6'-2" 5'-8" 5'-5" 2"x 3"x 0.045"Hollow Extrusion Wind Zone Load 102 M.P.H. 110 M.P.H. 120 M.P.H. 130 M.P.H. 140 M.P.H. 150 M.P.H. Width Applied Load 8#/S . Ft. 9#/S .Ft. 10#/S .Ft. 12#/S .Ft. 15#/S . Ft. 16#/S .Ft. 36" 14'-3" 13'-3" 12'-2" 11'-2" 10'-3" 9'-9" 42" 13'-3" 12'-3" 11'4" 10'4" 9'-6" 9'-0" 48" 12'-4" 11'-6" 10'-7" 9'-8" 8'-10" 8'-5" 54" 11'-8" 10'-10" 9'-11" 9'-2" 8'-4" 7'-11" 60" 11'-1" 10'-3" 9'-5" 8'-8" 7'-11" 7'-6" 66" 10'-7" 9'-10" 9'-0" 8'-3" 7'-7" 7'-2- 72" 10'-1" 9'-5" 8'-8" 7'-11" 7'-3" 6'-10" 78" 9'-8" 9'-0" 8'-4" 7'-7" 6'-11" 6'-7" 84" 9'-4" 8'-8" 7'-11" 7'-4" 6'-8" 64" 90" 9'-0" 8'-5" 7'-9" 7'-1" 6-6" 6'-2" 2"x 4"x 0.050"Hollow Extrusion Wind Zone Load 102 M.P.H. 110 M.P.H. 120 M.P.H.1 130 M.P.H. 140 M.P.H. 150 M.P.H. Width Applied Load 8#/Sq. Ft. 9#IS . Ft. 10#IS .Ft. 12#/Sq.Ft. 15t. 16#/Sq.Ft. 36" 19'-7" 18'-2" 16'-9" 15'-4" 14'-0" 13'-4" 42" 18'-1" 16'-10" 15'-6" 14'-2" 12-11" 12'-4" 48" 16'-11" 15'-9" 14'-6" 13'-3" 12'-2" 11'-6" 54" 15'-11" 14'-10" 13'-8" 12'-6" 11'-5" 10'-10" 60" 15'-2" 14'-1" 12'-11" 11'-10" 10'-10" 10'-4" 66 14'-5" 13'-5" 12'4" 11'4" 10'-4" 9'-10" 72" 13'-10" 12'-10" 11'-10" 10'-10" 9'-11" 9'-5" 78" 13'-3" 12'-4" 11'4" 10'-5" 9'-6" 9'-1" 84" 12'-10" 11'-11" 10'-11" 10'-0" 9'-2" 8'-9" 90" 12'-4" 11'-6" 10'-7" 9'-8" 8'-10 8'-5" 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 maximum height allowed for each extrusion. Screen Splines on 3"side. extrusion tumed with 3"side parallel to sole plate. Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)7674774 FAX(904)767-6556 SEAL © COPYRIGHT 2000 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 3-21 SECTION 3 SCREEN, VINYL & GLASS ROOMS Table 3.1.2 Allowable Beam Spans -Hollow Extrusions for Screen and / or Vinyl [Open] Rooms with Solid Roofs Aluminum Alloy 6063 T-6 Wind Zone 102 MPH 1 110 MPH 1 120 MPH 1 130 MPH 1 140 MPH 150 MPH Applied Load 17#/Sq.Ft20#/Sq.Ft24# Sq.Ft28#/Sq.Ft32# Sq. 37 Sq.Ft Load Width 3"x 2"x 0.045" 5' 6'-6" 1 6-0" 5-6" 5'-1" 4'-9" 4'-5- 6' 5'-11" 1 6-6" 5'-0" 4'-8" 4'-4" 4'-0- 7' 5'-6" 5'-1". 4'-8" 4'-4" 3'-11" T-9- 8. 5'-1" 4'-9" 4'4" 4'-0" T-9" 3'-6" 9' 4'-10" 4'-6" 4'-1" 3'-10" T-6" 3'-3" 10' 4'-7" 4'-3" 3'-11" 37" 3'-4" 3'-1" 11' 4'-4" 4'-1" 3'-9" 3'-5" 1 3'-2" 12' 4'-2" 3'-11" T-7" 3'-3" 1 3'-1" Load Width 2"x 3"x 0.045" 5' 6'-9" 1 6'-3" 51-9" 5'-3" 4'-11" 4'-7" 6' 6'-2" 1 5-8" 5'-3" 4'-10" 4'-6" 4'-2" 7' 5'-8" 5'-3" 4'-10" 4'-6" 4'-2" 3'-10" 8' 5'-4" 4'-11" 4'-6" 4'-2" 3'-10" 3'-7" 9' 5'-0" 4'-8" 4'-3" T-11" 3'-8" 3'-5" 10' 4'-9" 4'-5" 1 4'-1" 1 T-9" 1 3'-6" 1 3'-3" 11' 4'-6" 4'-2" 1 3'-10" 3'-7" 1 3'-4" 1 3'-1" 12' 4'4" 4'-0" 1 3'-8" 3'-5" 1 3'-2" 1 2'-11- Load Width 2"x 4"x 0.050- 51 10'-1" 9'-5" 1 8'-7" 7'-11" 7'4" 1 6'-11" 6' 9'-3" 8'-7" 1 7'-10" 7'-3" 6'-9" 1 6'-3" 7' 8'-7" 7'-11" 1 7'-3" 6'-9" 1 6'-3" 1 5'-10" 8' 7'-11" 7'-5" 6'-10" 6'4" 1 5'-10" 5'-5" 9' 7'-6" 7'-0" 6' S" 5'-11" 5'6" 5'-2" 10' 7'-2" 6'-8" 6'-1" 5'-7" 5'-3" 11' 6'-10" 6'-4" 5'-10" 5'-t" 4'-11" 4'-8" 12' 6'-6" 6'-1" 5'-7" 5-2" 1 4'-9" 4'-5- Note: 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. Tables assume extrusion oriented with longer extrusion dimension parallel to applied load. Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767.4774 FAX(904)767-6556 SEAL PAGE © COPYRIGHT 2000 3-18 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SOLID ROOF PANEL PRODUCTS SECTION 7 0 ROYAL ALUMINUM EZ-LOK ROOF PANEL Table 7,3.1 Allowable Spans for EZ-LOK Panels for Various Loads Royal EZ-LOK Composite Panels Manufacturers Proprietary Products: Aluminum Alloy 3105 H•14 or H-25 Foam Core E.P,S.1# Density 3"x 48"x 0.024"Roof Panel with R Value of 11.58 Open Buildings Enclosed Buildings Wind Applied Overhan Condition Wind Applied 0 erhan Condition Re ion Load NONE V-0" 2'-0" 3'-0" Region Load NONE 1'-0" 2'-0" 3'-0" 102 M.P.H. 17 16'-4" If'-5" 16'-10" 17'-5" 102 M.P.H. 30 12'-9" 12'-11" 13'-4" 14'-1" 110 M.P.H. 20 15'-2" 15'-3" 15'-8" 16'-4" 110 M.P.H. 35 11'-10" 12'-0" 12'-6" 13'-3" 120 M.P.H. 24 13'-11" 14'-0" 14'-5" 15'-2" 120 M.P.H. 41 10'-10" 11'-0" 11'-7" 12'-5" 130 M.P.H. 28 12'-10" 12'-11" 13'-5" 14'-2" 130 M.P.H. 48 10'-0" 10'-3" 10'-9" 11'-8" 140 M.P.H. 32 11'-11" 12'-1" 12'-7" 13'-4" 140 M.P.H. 56 9'-3" 9'-6" 10'-1" 11'-1" 150 M.P.H. 37 11'-1" 11'-3" 11'-10" 12'-7" 150 M.P.H. 64 8'-8" 8'-11" 9'-7" 10'-7' 4"x 48"x 0.024"Roof Panel with R Value of 15.44 Open Buildings Enclosed Buildings Wind Applied Overhan Condition Wind Applied Overhang Condition Region Load NONE V-0" 2'-0" 1 3'-0" I Region Load I NONE 1'-0" 1 2'-0" 3'-0" 102 M.P.H. 17 17'-11"J16-9" 18'-4" 18'-11" 102 M.P.H. 30 13'-9" 13'-11" 14'13" 14'-11' 110 M.P.H. 20 16'-8" 17'-1" 17'-8" 110 M.P.H. 35 12'-9" 12'-11" 13'-4' 14'.1- 120 M.P.H. 24 15'-3" 15'-9" 16'-5" 120 M.P.H. 41 11'-8" 11'-10" 12'-4" 13'-2- 130 M.P.H. 28 14'-1" 14'-8" 15'-4" 130 M.P.H. 48 10'-10" 10'-11" 11'-6" j 2'4" 140 M.P.H. 32 13'-1' 13'-8" 14'-4" 140 M.P.H. 56 10'-0" 10'-3" 10'-9" 1'-8'150 M.P.H. 37 12' 2' 12'•10" 13'-7" 150 M.P.H. 9'-7" 10'-2" 1'-1' 5"x 48"x 0.024"Roof Panel with R Value of 19.30 Open Buildings Wind Applied 0 erhang Condition Wind Applied Overhan Condition Region Load NONE V.0" 1 2'-0" 3'-0" Region Load NONE 1'-0" 2'-0" 3'-0" 102 M.P.H. 17 20'-2" 20'4" 20'-7" 21'-1" 102 M.P.H. 30 15'-5" 164" 15'-11" 167" 110 M.P.H. 20 18'-9' 18'-10" 19'-2" 19'-8" 110 M.P.H. 35 14'-4" 14'-6" 14'-11" 15'-6" 120 M.P.H. 24 17'-2" 17'-4" 17'-8" 18'-3" 120 M.P.H. 41 13'-2" 13'-3" 13'-9" 14'-5" 130 M.P.H. 28 15'-11' 16-0" 16'-4" 16'-11" 130 M.P.H. 48 12'-2" 12'-3" 12'-9' J-929; 140 M.P.H. 32 14'-9" 14'-10" 15'3" 15' 11" 140 M.P.H. 56 11'-3" 11'-5" 11'-11"150 M.P.H. 37 13'-9" 13'-11' 14'4" 15'-0" 150 M.P.H. 64 10'-6" 10'-8" 11'-3" 6"x 48"x 0.024"Roof Panel with R Value of 23.16 Open Buildings Enclosed Buildings Wind Applied 0 erhang Condition Wind Applied 0 erhang Condition Region Load NONE 1'-0" 2'-0" 3'-0" Region Load NONE 1'-0" 2'-0" 3'-0" 102 M.P.H. 17 22'-3" 22'-4" 22'-7" 23'-1" 102 M.P.H. 30 16'-11" 17'-1" 17'-6' 18'-0" 110 M.P.H. 20 20'-8" 20'-9" 21'-1" 21'-6" 110 M.P.H. 35 15'-9 15'-11" 16'-3" 16'-11' 120 M.P.H. 24 18'-11" 19'-1' 19'-4" 19'-11" 120 M.P.H. 41 14'-6" 14'-7" 15'-0- 15'-8" 130 M.P.H. 28 17'-6' 17'-7" 17'-11" 18'-6' 130 M.P.H. 48 13'4" 13'-6" 13'-11" 14'-8" 140 M.P.H. 1 32 1 16'-3' 16'-4" 16'-9" 17'4" 140 M.P.H. 56 12'-5"1 12'-7" 13'-0' 1377' 150 M.P.H. 1 37 1 15'-2' 15'-3" 15'-8" 16'4" 150 M.P.H. 1 64 11'-7"1 11'-9"1 12'-3' 13'-0" Notes: 1)For Live Load+Dead Load requirements the following conversion applies. For panel span use'Room Projection'+'Overhang'(See drawings).Panel span under wind load is from attachment point on existing building to front wall add overhang desired to obtain total panel length. 2)Use this table for roof systems with Easy-Lock Sun-Ray sky light panels. -(rIETRIS USRTM Lawrence E. Bennett, P.E. ROYAL ALUMINUM CIVIL ENGINEER•DEVELOPMENT CONSULTANT 1746 E. MAIN ST. P.O. BOX 895008 LEESBURG. FL 34789-5008 P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TEL: (352) 787-4000 FAX: (352) 787-6031 TELEPHONE(904)767-4774 NATIONAL: 1-800-342-3622 FAX(904)767-M6 SEAL © COPYRIGHT 2000 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 7-27 SCREEN, VINYL & GLASS ROOMS SECTION 3 SOLID COVER MINIMUM 2" x 2"x 0.032" (TYPICAL) EDGE BEAM w E U) MAXIMUM WIDTH = W EDGE BEAM SPAN Q J W W Q SHEETING MINIMUM ONE SIDE EDGE BEAM SLAB 3-1/2" MINIMUM (SEE DETAIL) TYPICAL ELEVATION GLASS ROOM WALL ANGLE (1) SIDE OR BLIND 2"x 2"WINDOW HEADER SCREW WINDOW ADDITION ANCHOR W/MIN.#10 x 1" S.M.S. @ 6" FROM EACH CORNER AND 16" O.C. MAX. CHAIR RAIL 2"x 2"ALUMINUM EXTRUSION KICK PLATE ANGLE (1) SIDE OR BLIND SCREW TYPICAL ELEVATION GLASS ROOM WALL Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTON&FL 32121 TELEPHONE(904)767-4774 FAX(904)767-6656 SEAL © COPYRIGHT 2000 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 3-5 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Wilt Application Number . . . . . 08-00000902 Date 7/09/08 Property Address . . . . . . 1673 LINKSIDE CT Application type description RESIDENTIAL OTHER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 2350 ---------------------------------------------------------------------------- Application desc REPAIR COLUMN ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ JEP CONTRACTORS INC 1416 FOREST AVENUE NEPTUNE BEACH FL 32266 (904) 247-9525 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 45 . 00 Plan Check Fee 22 . 50 Issue Date . . . . Valuation . . . . 2350 Expiration Date . . 1/05/09 ---------------------------------------------------------------------------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 45 . 00 45 . 00 . 00 . 00 Plan Check Total 22 . 50 22 . 50 . 00 . 00 Grand Total 67 . 50 67 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. City of Atlantic Beach APPLICATION NUMBER ix < � Building Department (To be assigned by the Building Department.) l 800 Seminole Road �r Atlantic Beach,Florida 32233-54456A— Phone(904)247-5826 • Fax(904)247-5845 ~ 3»r E-mail: building-dept@coab.us City web-site: httpJ/www.coab.us Date routed: _1, APPLICATION REVIEW AND TRACKING FORM PropertyAddress: l Lo7� ire � P� C6�,c��- Department review required Yes No Building Applicant: Jr P r-W7 'CL i Planning &Zoning Public Works v .,. . . Public Utilities Project: (/y,�,c �1,L/�/� Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other. APPLLOATION STATUS / Reviewing Department First Review: ErApproved. QDenied. L Comments:ING PLANNING&ZONING PUBLIC WORKS Reviewed by: Date: 7 k"Q PUBLIC UTILITIES Second Review: Va QApproved as revised. QDenied. PUBLIC SAFETY Comments: FIRE SERVICES Reviewed by: Date: Third Review: QApproved as revised. QDenied. O: 4' T 24-7-0 PM Y TH W . PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBM Ti 0 BY TRUSS MFR. JP CHORD 2x4 SP 02 N :T2 2x4 SP 01 N. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. JT CHORD 2x4 SP 02 N UPLIFT ((LB►: 540 410 WEBS 2X4 SP 03 BRG.LOC (FT): 0.00 24.38 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED ■ 100.00 MPH. MEAN HEIGHT - 15.00 FT, ENCLOSED RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. --------------------------------------------------------------- UST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (0-Gravity (-►-Uplift --------------------------------------------------------------- xxx UPLIFT xxx K*; HANGER xxx HS - -4550(Jacks Only) HUS26 - + 27510 -12864(100 1ply) MTS12 - -10000 ( HUS26 - + 33150 -15500(160 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600(100 2ply) MTT288 - -37860(2 Each) (f Oa) HHUS48 - + 5!800 -2000006a 2ply) MTT288 - -44550(2 Each) (1601 HGUS48 - + 66400 -21990000 2ply) MST60 - -46880((Per 2ply) HGUS48 - + 80000 -26500(160 2ply) CS150 - -16500(Eech) HGUS5.5- +113350 -39450(16a 3ply) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �---6' 18'7"B -t 6x6 3X4 T m 2.4'3 ■ m 3X6(A 1) X 1 .W3 .613.6 5X7 �2' --1--3-7.8 21 , _V 24 '7"8 R=1332# W=3"8 R=1135# W=3" f �GG Tp SEO: 79281 _?. TYP.-ALPINE DESIGN CRIT-TPI OTY 1 TOTAL i REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEOUIRE EXTREME CAPE 12/02/94 TC LL 30 .01 PSF REF *I MP ORT A N T**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND �n DEVIATION F110N fM18 DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE Ht8�91 BY TPI, SEE THIS DESIGN ' TC OL 7 .0 PSF OATS 12/02/94 \uw"N �T� � FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` 1� O� ALPINE CONNECTORS ARE MADE OF 200A QALY. STftL MEETING ASTM OUIREMENIS. UNLESS OTHERWISE INDICATED, top _ 8C OL 10 . 0 PSF ORWG A446 OR S EIICEPI AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AMO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM pgRO W BC LL 0 .0 PSF L JS CONNECTORS PER DRAWINGS 130. 130 S ISOA-F, DESIGN SIANOARDS WITH PROPERLY ATTACHED RIGIO CEILING -- SEE - STATE OF T O T .L O. 47 .0 PSF 0/A LEN. 24-7-8 CONFORM"/APPLICABLE PROVISIONS OF NDS C TPI. AN ENOINEER'S ALPINE TECHNICAL UPDATE 17/1/90 FOR PROPER LO RIO T' P•� SEAL ON TNIS giAWING APR IES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF 11415 �{Q � OUR.FAC. 1 .33 IN ONLY, A10 BNALL IAT BE REL1E0 UPON IN ANT OCHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. SPACING 2 4.O" T y p E Spec ...... .•-,-R s.Yc rre YY nlYc MRR. 1901 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRICTION ��1//WIWWN��, ,L14_-359 LOT T1224'7"8 H PM V T 'S -THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. P CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. T CHORD 2x4 SP #2 N UPLIFT (LB): 530 420 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 24.38 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED ■ 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- ST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Up I 1 i t ------------------- ---------------------------------------- *** UPLIFT xNW I NNW HANGER N1IN H5 - -455#(Jacks Only) I HUS26 - + 2751E -1286#(10d 1ply) MTS12 - -1000# 1 HUS26 - + 33151E -1550#(16d ipIy) MTS12 - -2000#(2 Each I HHUS48 - + 4299# -1660#(10d 2oly) MTT288 - -3786#(2 Each (100)1 HHUS48 - + 5180# -20000(16d 2Ply) MTT28B - -4455#(2Each (16d)! HGUS48 - + 66400 -2199#00d 2ply) MST60 - -4688#(Per 2Py) I HGUS48 - + 8000# -2650# 16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#116d 3ply) ---------------=----------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 8' 16'7"8 -� 6X7 3X4 1 .5X3 3 7T m m ' c B pi.5X3 m v 9 � 3X6 (A 0 X X i . 3� tee' a3'65X14 �2' ---3'7'8 21 ' 24'7"8 - - ---�1 R=13321 W=3"8 R=1135# W=3" RGT33 SED: 79284 .T. TYP.-ALPINE DESIGN CRIT-TPI OTY = 1 TOTAL = i REV. 17.2m SCALE =0.2500 ALPINE ENaiNEEREO PROOICTS. INC. TRUSSES PEOUIRE EXTPEME CARE 12/02/94 TC LL 30 .0 PSF REF *IMPORTANT**SHALLNOTBEPESPON92BLEFOP ANY ARNING IN NANa1NG, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANT SPACING. SEE HIB-S1 BT TPI. SEE THIS DESIGN � us �� TC DL 7 . 0 PSF DATE 12/02/94 FAILURE TO BUILD TIE TRUSS IN CONFORMANCE NITN WOO BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE `ot ALPINE CONNECTORS ARE MAOE OF 20GA GALY. STEEL'MEETING ASTM OUIPEMENTS. 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 - . 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATIACHEO PLYWOOD SHEATHING. BOTTOM CHORD W BC LL 0 .0 P$F L J S CONNECTORS PER DRAWINGS 00. 150 B 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE of _ T 0 T.L D. 4 7 .O P$F 0/A L E N. 24-7-8 CONFORM W/APPLICABLE PROVISIONS Of NDS 0 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE V/1/911 FOR PROPER BEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE OR ALL APPLICATION. FURNISH A COPT OF THIS .' F D RI,°�,�tQ P� ouR.FAC. 1 .33 IN ORLY, ANO SHAH NOT BE RELIED UPON IN ANT OTHER WAY. DESIGN i0 TRE TRUSS ERECTION CONT RACIOR. -- - ---- - - _ - - - - - SPACING 24.0" ITYPE Spec ' 4- T13 24*7"8HIPS V T R THIS 011 PREPARED FROM COMPUTER INPUT LOADS 6 IMENSIONS SUBMITTED BY TRUSS MFR. 'OP CHORD 2X4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 30T CHORD 2x4 SP 12 N UPLIFT (LB): 530 420 WEBS 2x4 SP 13 BRG.LOC (FT): 0.00 24,38 • 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 WES MEMBER. ATTACH WITH --------------------------------------------------------------- 8d NAILS Q 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+)-Gravity (-)-Uplift --------------------------------------------------------------- RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. 11NN UPLIFT MMN ) MNM HANGER NNM OUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -4551(Jacks Only) HUS26 - + 27511 -12861(10d 1ply) MTS12 - -10001 j HUS26 - + 33151 -15501(16d 1ply) MTS12 - -20001(2 EeCh) HHUS48 - + 42991 -16601(10d 2ply) MTT288 3786 1(2 Each) (10d) HHUS48 - + 51801 -20001 IJ$2ply) MTT28B - -44551(2 Each) (160)1 HGUS48 - + 66401 -21991(10d 2ply) MST60 - -46881((Per 2ply) ++ HGUS48 - + 80001 -26501(160 2ply) CS150 - -165011Each) I HGUS5.5- +113351 -39451(16d 3ply) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS m 10' 13,4" 4X6 1.5X3 5X5 (R) X2 (A) 3X5 Q v 6 to m 3X6(A 1) X X4 X 9 3D �B �3.6 5X6 �- 2' +-3'7"8 21 ' — -� 24'7"8 -� R=i332# W-3"8 R=1136# W=3" T. G33 ; SS DL?.-TYP2-A PINE ESIGN CRIT-TPI OTY i TOTAL 1 REV. 17.2m 5CAALE7908 2500 ALPtmE ENGINEERED PRODUCTS, INC. rRusse3 nEouIRE ExtnEME CAnE 12/02/94 T C LL 30 .0 0 PSF REF (�� *I MPOR T ANT**SMALL NOT BE RESPONSIBLE FOR ANY A R N I NG IN HANDLING, ERECTION AND (� n I\ DEVIATION FRON ?Mfg DESIGN OR TNESE SPECIFICATIONS, OR AMT SPACING. SEE H(0-91 BY IPI. SEE THIS DESIGN .�1•`Uc,1 e'�i� TC DL 7 .0 PSF DATE 12/02/94 FAILURE t0 BUILD tME TRUSS IN C0/FORMANCE N►tH OSTBB BY 1P1. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE V Td18 NEE ARE MADE OF 200A DALY. SMEL TINO ASTM OUIREMENTS. UNLESS OTHERWISE INOICAIEO, top - - BC DL 1 0 0 PSF pRWG ALPINE COMEC - - A446 OR B EIICEPt AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SMALL BE LATCOALLY OnACFO WITH PnOPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON 1MIS DESIGN, POSITION LY AttACIIEO PLYWOOD SHEATHING, 00ttON CMO N BC LL 0 .0 PSF L JS CONNECTORS PER DRAWINGS 130. ISO t 160A-F. DESIGN STANDARDS WITH PROPERLY AITACHED RIGID CEILING -- SEE STATE OF T O T.L D. 47 .0 PSF O/A LEN. 2 4-7-8 CONFORM W/APPLICABLE PROVISIONS OF AOS t 1P1. AN ENGINEEP'S ALPINE TECHNICAL UPOAtE (7/1/911 FOR PROPER (D RIS' P; SEAL ON THIS DRAWING APPLIES t0 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS y Q � DUR.FAC. i .33 IN ONLY, AND SHALL NOT SE RELIEO UPON IN ANY OTTER WAY. DESIGN TO THE TRuss EREcTtoN coNTRActon. INEEA`',:, . . . ... .... . .......� wn< . .--. wTtnu. mglra gmrTrlrA tnM rrm Worm rnNett11r1lnN SPACING 24.0.• TYPE spec )b: (4-2592) 4 24'7"8 HIPS V T 12-SO SR THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. FOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 30T CHORD 2x4 SP 02 N UPLIFT (LB): 520 420 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 24.38 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) > RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. WINO SPEED - 100.00 MPH, MEAN HEIGHT - 15,00 FT, ENCLOSED -------------100.00--------------------------FT. EN------------ AUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Grav 1 ty (-)-Up l i f t --------------------------------------------------------------- NxN UPLIFT xxN I Xxx HANGER MMN H5 - -455#(Jacks Only) I HUS26 - + 27511 -1286#(10d 1ply) MTS12 - -1000# HUS26 - + 33150 -15500 16d 1ply) MTS12 - -2000#(2 Each) HHUS48 - + 4299# -16600 i0d.2ply) MTT28B - -3786! 2 Each) U Od)I HHUS48 - + 51800 -20000 160'2ply) MTT28B - -44550 2 Each) (16(3)1 HGUS48 - + 66400 -2199#(10d 2ply) MST60 - -4688#(Per 2ply) HGUS48 - + 8000# -2650# 16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945006d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 12' L 9'4 — 3-3-8 4X 3X4 4X .(R) X5 m 4X4 T : Lo v = 6v 10 m 13 9 3X6(A1) 3X7 37X83 �3 �8 d 3.6 5X7 �2' +-3'7"B 21 ' L _ _ 24'7 8 R=1332# W=3"8 R=1135# W=3" T r TAG T226 SED: 79290 PLT. TY .-ALPINE DESIGN CRIT-TPI OTY i TOTAL 1 REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED Pg00111CT5, INC. TRUSSES AEGUIRE ExtREME CARE 12/02/94 TC LL 30 .0 PSF REF tAPPLICABLE *IMPORTANT**SMALL rwT eE RESPONstOLE FOR ANT A RN I NG IM HANDLING. ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-o1 SY TPI. SEE THIS DESIGN �` jg '� TC DL 7 •0 PSF DATE 12/FAILURE TO BUILD THE TRUSS IN CMfORMANCE WITH OS100!Y TPI. FOR ADDITIONAL SPECIAL PERMANENT DRACING RE `ALPINE CONECTORS ARE MADE OF 200A OALV. Sfkt.MEETING ASTN OUIREMENIS. UNLESS OTHERWISE INDICATED, top BC DL 10 •O PSF DRWG A/15 OR S EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL SE LATERALLY ORACEO WITH PROPER5606TAM ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. OOITOM CHORD BC LL 0 •0 PSF LJS CONNECTORS PER DRAWINGS 130, 130 C ISOAMF. DESIGN STANOAROS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OFTOT.LD. 47 .O PSF O A LEN. 24-7-B CONFORHI N/ PROVISIONS Of NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS � O AID Q p:` DUR.FAC. 1 .33 IN ONLY, AND SHALL MDT BE RELIED UPON IM ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. .__. . - M..W ..M..nnF w - t"I MATIMAI nFl1nN APFCTFICATiM1 FMA WflM OnNS1RN1CttnN '''TNrrNNN+N``` SPACING 2 4.0 ITYPE spec I' 4- T 4'7" P V T 4' THISOWG. PREPARED FROM COMPUTER T (LOADS 6DIMENSIONS) SUBMITTED BY TRUSS MFR. )P CHORD 2x4 SP 02 N :T1 2x4 SP 01 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. )T CHORD 2x4 SP 42 N UPLIFT (LB): 520 420 WEBS 2x4 SP /3 BRG.LOC. IFT): 0.00 24.38 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) HEIGHT�) IX4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH WINO SPEED - 100.00 MPH. MEAN ------ 15.00 FT, ENCLOSED - 8t1 NAILS 0 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICALSIMPSON OR EOUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+)■Gravity (-)-Uplift RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MMN UPLIFT xxx MMM HANGER NNN )ST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -4551(Jacks Only) HUS26 - + 2751# -1286#1100 1ply) MTS12 - -1000# HUS26 - + 33151 -1550#(160 iply) MTS12 - -2000#(2 Each) HHUS48 - + 4299# -1660#(100 ?ply) MTT28B - -3786# 2 EaChl 110C)) HHUS48 - + 51801 -2000/(160 2ply) MTT288 - -44550 2 Each 1601 HGUS48 - + 6640# -21991(100 2ply) MST60 - -4688# Per 2ply) 1 HGUS48 - + 8000# -2650#(160 2ply) CS150 - -16500 Eech) I HGUS5.5- +113351 -39451(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 14' 5'4" 5'3"8 ---� 4X6 --- (R) t*1 4X4 T1 X4(A) T • i v co m 9' 3X6(A I) 3X4 3X8 1 . 3 3X48 3.s 5X7 �2' —1-3-7-8 -�- 21 ' �• 24'7"B R-1332# W=3"8 R=1135# W=3" L?,aTYP.—ALPINE DESIGN CRIT-TPI OTY - i TOTAL i REV. 17.2m SCAALE7-0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIHE EXTREME CARE 12/02/94 T C LL 30 .0 PSF RE F *I MPGR T AN T X X SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND 41 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN ��Tt„uCJ`' 'i� TC DL 7 .0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE MIZM OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE v ALPINE RS CONNECTOARE MADE OF 000A BALY. SIEEE MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TGP - _ BC OL 10 .0 PSF DRWG A446 GR 6 EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER z9606 TRUSS AND UNLESS OTINEAVISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, 80110"CHORD M 8C LL 0 .0 PSF L JS CONNECTORS PER DRAWINGS 130, 150 C IBOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF - T D T.L D. 47 .0 PSF Q/A LEN. 2 4-7-8 CONFORM W/APPLICABLE PROVISIONS OF NDS B TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/9U FOR PROPER ' SEK ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS L 0 RID' Q P; F rNEEa ouR.FaC. 1 .33 IN ONLY, AND SMALL NOT BE PELTED UPON IN ANY 011fR MAY. DESIGN TO THE TRUSS ERECTION CONTRA[tOR. '�� 5�� ---.-...__...._..._.._._.__. ._._.__.._„ SPACING 24.0" TYPE SPeC 10(l' (4-3592) ' HIPS R SL THIS DWG. PREPARED FROM CQMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N : T3 2x4 SP 01 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SOT CHORD 2x4 SP #2 N UPLIFT (LB): 340 350 WEBS 2x4 SP 03 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) 1X4 'T' BRACE. SAME GRADE AS WES MEMBER. ATTACH WITH --------------------------------------------------------------- Bd NAILS 9 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+)-Gravity (-)-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. NKN UPLIFT NNN I NNN HANGER ;x* MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -4550(Jacks Only) 1 HUS26 - + 27511 -1286#(fOd 1ply) MTS12 - -1000# I HUS26 - + 33150 -15500(16d 1ply) MTS12 - -2000# 2 Each I HHUS48 - + 4299# -16600(10d 2ply) MTT288 - -3786# 2 EaCh (10d1( HHUS48 - + 5180# -2000#(16ci 2ply) MTT288 - -44550(2 Each) (16(j)I HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4686f Per 2ply) HGUS48 - + 80000 -2650#(160 2PIY) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �= 12'4"8 — ��----7'3"8 -� 4X5 (R) 4X5(R) T3 m e 3X4 X4 v T n (A) N 3X5 °3 1'1[15 3X5 '3 X 9. �X5H 21 ' M 1. 3 R=987# W=3 R=987# W=38 1.5X3 TAG = T3 SEQ: 79181 PLT. TY P -ALP N DESIGN CRIT-TPI OTY = 1 TOTAL 1 REV. 17.2m SCALE -0.2500 AIPfNE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF %IMPORT ANT N X SHALL NOT BE RESPONSIBLE FDR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE M-91US -Bf BY TPI. SEE THIS DESIGN 1 TC OL 7 .0 PSF DATE 12/02/94 ��� (Et FAILURE TO BUILD THE TRS IN CONFORMANCE WITH Well BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` v 0\\\\\ ALPINE CMMECIORS ARE NAGE OF 206A QALY.'9IttL MEETING ASTM OUIREMENtS. UNLESS OTHERWISE INDICATED. TOP - BC DL 10 .0 PSF ORWG OA446 OR S EXCEPTBE AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL LATERALLY BRACEO WITH PROPER 5605 _ TRUSS AUG UNLESS OtWRMfSE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W BC LL 0 . 0 PS F L J S CONNECTORS PER DRAWINGS 130. 150[ 1SOA-f. DESIGN STANOAROS WITH PROPERLY ATTACHED AIG10 CEILING -- SEE STATE of _ TOT.L D. 47 .0 PSF O/A LEN. 21-0-0 COWORN*/APPLICABLE PROVISIONS OF NOS i TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER •]'] SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �' 0 gi_O,,pC a P,' DUR.FAC. 1 .3 3 IN ONLY, AND SMALL NOT IlE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. IN 11%%1 11%%1 _. -..__ ...__._..._ __ _ . ....._... �......�_...�...� _�, �._.-....._� SPACING 24 .0" TYPE spec 4^ T *4M HIPS R P §ABLE 4' R THIS ONG PREPARED FROM COMPUTER INPtJT Ji.OADS 6 D M NSIONS SUBMITT 0 BY TRUSS MFR. IOP CCHORD HORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): WEBS 2x4 SP 03 BRG.LOC (FT): 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. -------------- ------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS I RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)•Gravity H-Uplift ,UST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- -------------------------------- Xxx UPLIFT NNN **N HANGER NMN H5 - -4550(Jacks Only) HUS26 - + 27510 -12860110d 1ply) MTS12 ■ -1000#} 1 HUS26 - + 33150 -15500(16d1ply) MTS12 - -20000(2 Each) I HHUS48 - + 4299,1 -1660,1 oOd.2ply) MTT28B - -37860(2 Each) (10d)I HHUS48 - + 51800 -20000(16d 2ply) MTT288 - -44550(2 Each) (16d)I HGUS48 - + 66400 -21990((00 2ply) MST60 - -46880(Per 2ply) HGUS48 - + 80000 -26500(16d 200) CS150 - -16500 Eech) I HGUS5.5- +113350 -39450(160 3PJY) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS S v �--4- --� - - 25-4" 4X5(R) 5X4 4X (R) a 3X4 (01) 3X4 (82) A A A T 6 11 IR 32x3"8 _I R=94 Of W=32'3"8 t , IAGg Tss SEO: 79198 -DLT TY .-ALPINE DESIGN CRIT=TPI 0TY - i TOTAL - 1 REV. 17,2m SCALE -0. 1875 ALPINE ENGINEERED PR00UCTS. (NCTRUSSES REWIRE EXTREME CAPE 12/02/94 TC LL 30 .0 PSF REF *IMPORTANT)(*SHALL NOT BE PESPGNsfeLE FGR ANY' WARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 By TPI. SEE THIS DESIGNX1111111 � T C DL 7 .0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS iN CONFORMANCE ION WTN OSTBS BY TPI. FOR ADDITAL SPECIAL PERMANENT BRACING RE , -jus ALPINE CONNECTORS ARE MADE OF 2004 QALY. STEItL MEETING ASTM WIREMENTS. 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 _ 5606 - TRUSS AND IRILESS 011EANISE LOCATED ON THIS OESfGK POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CIOM M BC LL 0 .0 PSF L LIS NN COECTORS PER DRAWINGS 130. tSO t 180A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TQ T'.L 0. 47 .0 PSF 0/A LEN, 32-3-8 CONFORM M/APPLICABLE PROVISIONS OF NOS t TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/t/91) FOR PROPER D 010 M P: SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF TH19 Q ` DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELICO UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. '����� I.INEEA`'1�`\ RPACTNG 24.0TYPE qabl Ob' LOT T '4" HIPS '$ $R THIS DWG. PREPARED FROM COMPUTER INPVT L AO 6 DIM NSIONS 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): 660 530 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 32.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS, ---------------- ------------------------------- TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- NN1I UPLIFT NNN I NNN HANGER MAN H5 - -455#(Jacks Only) I HUS26 - + 27510 -12861(10d 1p1y) MTS12 - -1000# 1 HUS26 - + 33150 -1550#(i6d 1ply) MTS12 - -20000(2 Each) HHUS48 - + 4299# -(6600(10d 2Ply) MTT28B - -37860(2 Each) (10d) HHUS48 - + 51800 -20000(16d.2ply) MTT28B - -4455#(2 Each) (16d) HGUS48 - + 66400 -21990(10d 2ply) MST60 - -4688#(Per 2ply) HGUS48 - + 8000# -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS f 3X4 6' -l• -- - 21 '4" 4 ' !1"8 T5X4 4 X X4 3.4.3 6 v 4X5 �3 X5(A 1J 10�8- 3X5 3 4X5X X 3X }— �1 32'3 8 R-1691 ' W-3"8 R=1498# W=3"8 TA T9 SED: 79209 PL TYP -ALPINE DESIGN CRIT-TPI - QTY TOTAL - 1 REV. 17.2m SCALE =0. 1875 ALPINE ENGINEERED DROOUCTS. INC. TRUSSES REOUIRE EXTREME CARE 12/02/94 TC LL 30 .0 0 PSF REF t XIMPORTANT*x ALL HGT SE RESPONSIBLE FOR ANr ARNING IN HANDLING. ERECTION AND .1DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE H18-91 BY TPI. SEE THIS DESIGN � �iTC DL 7 . O PSF DA TE 12/O2/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , sALPINE CONNECTORS ARE MADE OF 20OA OALY.,STEEL MEETING ASIA QUIREMENTS. UNLESS OTHERWISE INOICATED. TOP - BC DL 10 .0 PSF DR WG A446 OA S EXCEPT AS NOTED. APPLY CONMECTORI 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD N BC L L 0 O PSF L�� CONNECTORS PER DRAWINGS 130. 150 9 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED-RIGID CEILING -- SEE STATe OF _ T 0 T.L 0. 47 .0 PSF O/A LEN. 32-3-8 CA CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER C ORI H P,` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FINNISH A COPY OF THIS .' �. 9.� DUR.FAC. 1 . 33 IN ONLY. AND SMALL NOT BE RELIED RIPON IN ANY OTHEA WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEF i•� W--TPI " TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION '•HN 1.W o SPACING 24,0" T h I p S (4-35Q;)) '4" HIPS SR THIS ONG. PREPARED FROM COMPUTER INPUT-(LOADS & M NSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 DEnaa :T2 2x4 SP 02 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SOT CHORD 2x4 SP #2 N UPLIFT (LB): 660 530 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 32.00 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. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+).Gravity (-)-Uplift ------------------- -------------------------- KKK UPLIFT xxx ( xxx HANGER x1(11 H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(IOd (ply) MTS12 - -1000# HUS26 - + 3315# -1550#(16d (ply) MTS12 - -20000(2 Each) HHUS48 - + 4299# -16600UOd 2ply) MTT28B - -3786#(2 Each 10d) HHUS48 - + 5180# -2000#(16d`2ply) MTT28B - -4455#(2 Each) 16d)) HGUS48 - + 66400 -2199# 10d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#(164 2ply) CS150 - -1650# Each) I HGUS5.5- +113350 -3945#(160 3ply) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 17'4" -+ 6' 1 1 "8 ----� T 5X43XI T3X4 X4 m 6 r7 v 4X5 �a X5( A 1) la 7_0' X X 3X3 3X4 �--N 32 3"8 1 R=1691# W-3"8 R=1498# W=3"8 4 PLY = T331 SEO: 79215 ? TYP.-ALPIN DESIGN CRIT-TPI OTY 1 TOTAL - i REV. 17.2m SCALE -0. 1675 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF **IMPORTANT**SMALL NOT BE RESPONBtOLE FDR ANY WARNING t HANDLING. ERECTION AND 'll" ,t n t\ OEYIAt ION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. BEE NIB-91 BY TPI. SEE THIS DESIGN TC OL7 .0 PSF DATE 12/02/9`1 FAILURE TO BUILD THE TWSS IN CONFORMANCE WITH OSTBB By TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - , vUS �� ^ ALPINE CONNECTORS ARE MADE OF 200A GALV. STEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10 .O PSF ORWG AUB GR 0 ExCEPt AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY ORACEO WITH PROPER 5606 TRUSS AND UNLESS OT0EFINISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEAtHtNG. 00110M CHORD x BC L L 0.0 PBF L J S CONNECTORS PER DRAWINGS 170. 150 O ISOA-F. OEStGN STANDARDS WITH PROPERLY ATTACHED RIGIO CEILING -• SEE STATE OF _ T O T.L D. 47 .0 PSF O/A LEN. 32-3-B CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FDA PROPER ' �ORIOa Q SEAL ON iNIS OUWIMG APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q � DUR.F AC. 1 . 33 tN ONLY. ANO SMALL MOT BE_RELIED UPON IN ANY OTHER WAY. DESIGN TO THE muss ERECtION CDNTRACtOA. INEEa`' • 101 . IRKS PLATE tNSTITUIE. NOS• 1991 NATIONAL DESIGN SPECIFICATION FOR WOW CONSTRUCTION '�IIRRIINII�',`, SPACING 24.0 ' T Y PE h i p s O: (4-3592) T '4" HIPS R THIS DWG. PREPARED FROM-COMPUTER INPUT ILQAOS & DIMENSIONS SUBMITTED BY TRUSS MFR. OP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. OT CHORD 2x4 SP #2 N UPLIFT (LB): 660 530 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 32.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) A) 1X4 'T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH WINO SPEED - 100.00 MPH. MEAN HEIGHT - f---- FT. ENCLOSED 8d NAILS a 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+).Gravity (-)-Uplift --------------------------------------------------------------- RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ;x* UPLIFT *** I *** HANGER *** UST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -4550(JackS Only) I HUS26 - + 27510 -12860(IOd filly) MTS12 - -1000/ 1 HUS26 - + 33151 -15500(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 4299# -1660#(10d 2p1y) MTT288 - -3786+1(2 Each) (10d)I HHUS48 - + 51800 -20000116d ?ply) MTT28B - -44550(2 Each) (16d)) HGUS48 - + 6640! -21990(10d 201y) MST60 - -46880 Per 2ply) 1 HGUS48 - + 80000 -26500(16d 2ply) CS150 - -16500 Each) I HGUS5.5- +113350 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS -10, - -T- 13'4" B' 11 "B -� T5X6 X6 rn 1.5X3 >�4X4 Q 6v X2 3X5(A i) fo ZW3 X X 4 7 8' l3X7 4X5 f--N 32'3"B -� R=1691# W=3"8 R=1498; W=3"B T. AGG T330 SED: 79220 'LT. TYP.-ALPIN DESIGN CRIT-TPI OTY - 1 TOTAL - i n REV. 17.2m SCALE =0. 1875 ALPINE ENTERED PRODUCTS. INC. TRUSSES PEDUIRE EXtPEME CARE 12/02/94 TC LL 30 .0;PSF REF _ E*I MPGR T A N T M fE SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND �HHHTH' TC DL 7 .0 PSF DATE 12/02/94 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY SPACING. SEE HIS-Of BY TPI. SEE THIS DESIGN ^ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - , .IVs ALPINE CONNECTORS ARE MADE OF 200A GALY. BtiXt.MEETING ASTM IXt22EMENt9. UNLESS OTHERWISE INDICATED. TOP - V - BC DL 10 .0 PSF DRWG MAS CA S EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER - 5606 TRUSS AND tftfSS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEAIMINO. BOTTOM WgRO W BC LL A O .0 PSF L J S CONNECTORS PER DRAWINGS 130. 150 t ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE Of - T O T.L D. 4 7 •O PSF D/A LEN. 32-3-8 CON'QRM M/APDL ltASLE PAOY1910NS OF l.O9 t TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE I7/!/911 FOR PROPER 0 010 P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED MERE DRYWALL APPLff:ATtON. FURNISH A COPY OF THIS a'I DUR.FAC. 1 . 33 IN ONLY. AND SMALL NOT BE RELIED LOOM IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ,��;c INEE�', W--TPI TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR W000 CONSTRUCTION �IHHRHHHHo' I SPACING 24.0" TYPE h i p S )0 4- T 21 33'4" HIPS R THIS OWG. PREPARED-FROM COMPUTER INPUT ADS 6-DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORO 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 650 520 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 32.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (199t SBC) WINO SPEED 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- 8d NAILS Q 6' Q.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+)■Gravity (-)Uplift - --- ------ ------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ------MxIT-UPLIFT- --------- *N* I 8111! HANGER MRR MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) HUS26 - + 27510 -1286#(fOd iply) MTS12 - -1000= I HUS26 - + 3315E -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply) MTT288 - -37860(2 Each) (10d)I HHUS48 - + 51800 -2000006'd 2ply) MTT28B - -44550(2 Each) (160)I HGUS48 - + 66400 -21990(10d 2ply) MST60 - -4688# r 2ply) HGUS48 - + 80000 -2650#06d 2ply) Pe CS150 - -16500 Each) I HGUS5,5- +113350 -3945#(16d 300 --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 12' 9'4" 10' 11"8 ----� 5X43X4 5X4 m 1.5X3 4X4 6 v X2 l 3X5(A 2)3 !0 fie' 3X5 3X l4X (--"' 32'3"8 R-1691# W-3"8 R=1498# W=3"8 1. TAG Tp- SEQ: 79224 PLT, TY .-ALPINE DESIGN CRIT-TPI OTY i TOTAL - i REV. 17.2m SCALE -0. 1875 ALPtNE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF *IMPORTANT X*SHALL NOT BE RESPONSIBLE FDR ANY WARNING IN HANDLING. ERECTION AND 7 .0 7 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIO-S1 BY TPI. SEE THIS DESIGN .�T�tuCJ, �'•�� TC OL / .0 PSF OA T E 12102194 FAILURE TO BUILD TIE TRUSS 1N CONFORMANCE WITH OSTBS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE V ALPINE CONNECTORS ATE MADE OF 200A GAL%.-;TEEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INDICATED. TOP _ - BC OL 10 .0 PSF ORWG A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER ..5606 Com, TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, 80110%CHORD M B C LL 0 •0 PSF L JS p CONNECTORS PER DRAWINGS 100, 150 C IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF = TOT.L D. 47 .0 PSF D�A LEN, 3 2-3-8 CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER 1• Y;� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT OEPICTEO HERE p1YWALL APPLICATION. FURNISH A COPY OF THIS �. �0A10 Q ` QUR.FAC. 1 . 33 LM ONLY, AND SHALL MOT BE RELIED UPON 1N ANY OTHER MAY, DES ICN f0 THE TRUSS ERECTION CONTRACTOR. INE E s __ _... ......... -. _ ,.a, -.TTHH.H Rr.TM "CCPTCTT.TTw LRP YN mr( TTWH[TTnN '''�HHHHIHHH`'`` SPACING 24.0" TYPE h Ips 4- T Z T22 33'4" HIPS 4' R THIS DWG. PR PARED FROM COMPUTER INPUT (LOADS 6 IMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #1 N :82 2x4 SP #1 Dense: UPLIFT (LB): 650 520 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 32.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED 100,00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING --------------------------------------------------------------- ONLY. 00 NOT USE WITH PLASTER CEILING, TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS - (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH ----------------- -(+)_Grav i t y (-)-Up l If t--------------------------------- 80 NAILS 0 6' D.C. BRACING MATERIAL TO BE SUPPLIED BY 111414 UPLIFT xRx I NWN HANGER NNN ERECTION CONTRACTOR. H5 - -455#(Jacks Only) I HUS26 - + 2751# -12860100d 1ply) MTS12 - -1000# 1 HUS26 - + 3315# -1550#(15d 1ply) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660000d 2ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTT28B - -3786#(2 Each) (fOd)I HHUS48 - + 5180# -2000#(166 2ply) MTT28B - -4455#(2 Each) (16d) HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -46B8#(Per 2ply) HGUS48 - + 80000 -2650#06d 20y) CS150 - -1650# Each) ( HGUS5.5- +11335# -3945#06d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 14' --5'4" 12' 11"8 ---1 5X6 X4 P 1.5X3 (A) (A) 4X4 6 7- ;. X2 =33X5(A i) W-I10-7�8' 3X4 3X5 ' 4X5 �--N 32'3"B R-16910 W=3"8 R=1498# W=3"8 R , TAY - T2B SEQ: 79228 PL7. TY .-ALPINE-ALP N DESIGN CRIT-TPI OTY - 1 TOTAL - i REV. 17.2m SCALE -0. 1875 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIPE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF *IMPORTANT**WALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, EPECt ION AND 1\ DEVIATION FROM THIS DESIGN 011 THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-9t 0r TPI, SEE THIS DESIGN �`'4'US '�.� TC DL /-7 .0 PSF DATE 12/02/94 p \i\V\VwVt►,�\I FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH Ost8S BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` v ALPINE COMIECIORS ARE MADE OF 20GA GALV.410EL MEETING ASTM OUf1E"ENis. UNLESS OTHEMTISE INOICAtEO. TOP - _ BC DL 1 0 PSF ORWG _ A444 OR B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRW!AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, 801tON CHORD - N BC LL 0 .0 PSF LJS p \('�\ CONNECTORS PER DRAWINGS 130, 190 C 160A-f, DESIGN STANDARDS WITH PROPERLY ATT ACNEO RIGID CEILING -• SEE - STATE OF - TOT.LD. 47 .0 PSF O/A LEN. 32-3-8 U�U LLL111 CO FORK W/APPLiCABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE IT/1/911 FOR PROPER C O RIO P P SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. Q' DUR.FAC. 1 . 33 IN ONLY. ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONIRACtOR. INEEA`' . . _ ..� . "......� N-I . 4 NATTRNAI OFATRN ePFCTFICATI(IN FOR WI00 CONStRIICTTON NIIIINII``' SPACING 24.0 ITYPE hips (4-359P) ? T 3 24*7*8HIPS V T 1 R THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 'OP CHORD 2x4 SP f2 N :T4 2x4 SP #1 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. )OT CHORD 2x4 SP #2 N UPLIFT (LB). 520 420 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 24.33 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 --------------------- -----y--------------------------------- 8d NAILS Q 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+) Gravit (-)■Uplift a RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. KKM UPLIFT KKK KKx HANGER KKK LUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) HUS26 - + 2751# -1286#(10d 1ply) MTS12 ■ -10000 HUS26 + 3315# -15500(16d 1ply) MTS12 - -20000(2 Each) HHUS48 - + 42990 -1660#(10d-2ply) MTT28B - -37860(2 Each) Mdt HHUS48 - + 51800 -2000#(16d'2ply) MTT289 - -4455#(2 Each) (16d)� HGUS48 + 66400 -21990110d 2ply) MST60 - -4688#(Per 2ply) HGUS48 + 8000# -2650#(16d 2ply) CS150. -16500 Each) 1 HGUS5.5- +11335# -394511164 3ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 16' 7'3"8 ----� 4X5(R) 4X (R) T4 m 3X4 X4 Av 3X4 co (A) r` 4X4 11 9 3X6(A 1) 4X3 � a3.6 5X6 '_2' --�--3'7"8 21 ' -) 24'7"8 R=1332# W-3"8 R=1136# W=3"8 -LGg SED: 79243 T. TY .-ALPINE DESIGN CRIT-TPI OTY 1 TOTAL s i REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEGUIPE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF n� *IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY ARNING IN MANOLING, ERECTION AND n i\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-21 BY tPl. SEE THIS DESIGN T C DL 7 .0 PSF DATE 12102194 W FAINE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBa BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTOPS ARE HAVE OF 200A MY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - _ BC OL 10 .0 PSF DR WG \\U\� A446 CR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL OE LATERALLY BRACED MIT"PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATEO ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHgRO M BC LL 0 .0 PSF L JS CONNECTORS PER DRAWINGS 130. 150 B 16OA-F. DESIGN STANDARDS NttM PROPERLY AtIACNEO nI0I0 CEILING -- SEE - STATE Of - T O T.L D. 47 .0 PSF 0/A LEN. 24-7-8 CONFORM M/APPLICAOLE PROVISIONS OF NOS C 1P1. AN EHGINEER•S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED MERE DRYWALL APPLICATION. FURNISH A COPY OF TN IS �' I O RIO' Qpm` OUR.FAC. 1 .33 IN ONLY, AND SMALL NOT BE NELIEO UPON IN ANY OTHER WAY. DESIGN TO THE InUSS ERECTION CONTRACTOR. INE ,.` SPACING 24.0" ITYPE SpeC Ib' 4- T T24 24-7-8 MN V T SR THI MG. PREPARED FROM COMPUTER INPUT ILOADS 6 IMENSIONS SUBMITTED BY TRUSS MFR. OPCHORD 2x4 SP #i N :T2 2x4 SP #2 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. T3 2x4 SP #i Dense: UPLIFT (L8): 520 420 OT CHORD 2x4 SP 12 N BRG,LOC (FT): 0.00 24.33 WEBS 2x4 SP #3 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) MIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED --------------------------------------------------------------- RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24= O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS 1UST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, (+)-Gravity (-)*Uplift ------------------- ----------------------------------- mom UPLIFT xllx l NNN HANGER NNN H5 - -455#(JackS Only) HUS26 - + 27511 -1286F(1Od 1ply) MTS12 - -1000# 1 HUS26 - + 33150 -15500(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply) MTT288 3786#(2 Each) (10d)l HHUS48 - + 5180# -20000(16d.2piy) MTT288 - -4455#(2 Each) (16d)l HGUS48 - + 66401 -2199:000 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#(160 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 16'8" 7' 11"8 ----� 4X4 3X4 T3 M 3X4 m 3X4 CD 4X4 n m 6 p 9' 3x6(A fl 3X4 3X43 X3.6 55X78 1-2- --�---3'7"8 21 ' - - —� 24 '7"8 R-1332# W=3"8 R=1135# W=3"8 PtL TAY YP.-ALPINE DESIGN CRIT-TPI OTY 5 TOTAL 5 REV. 17.2m SCALE7-0.2500 ALPINE ENGINEERED PRODUCTS' INC. TRUSSES ACQUIRE EXTREME CARE 12/02/94 T C LL 30. 0 PSF REF N I MPORT AN T M N SMALL NOT BE RESPONSIBLE FDA ANY ARN I NG 1N HANDLING. ERECTION AND 7 .0 / n 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OA ANY SPACING. SEE HIB-91 SY TPI. SEE THIS DESIGN ���t� ' f���� TC DL / .O PSF DATE 12/02/94 (L FAILURE TO BUILD THE TRUSS IN CONFORMANCE N1TM OSTSS SY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , v � \\\\\Vv-JV ALPINE CONNECTORS ARE NAGE OF MA QALY. STEEL MEETING ASTM OUIREMENtS. UNLESS OTHERWISE INDICATED, TDP - - BC OL 10 .0 PSF DRWG A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS'10 EACH FACE OF CHORD SHALL BE LATERALLY SAACEO WITH PROPER 5606 O .O PSF L JS TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. 90110"CHORD N BC L L (�\ CONNECTORS PER DRAWINGS 130. 150 B ISOA-F, DESIGN STAN04POS WITH PROPERLY AtTACHEO RIGID CEILING -- SEE STATE OF - TOT.LO. 47 .0 PSF O/A LEN. 24-7-8 U�+ CONFORM N/APPLICABLE PROVISIONS OF NOS t TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE I7/1/9p FOA PROPER p'� SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF TH19 0 RSO Q.`; ,,�C ouaa.FAc. 1 .33 IN ONLY, RIND SHALL NOT�RELIED UPON IM AM OTTER MAY. DESIGN TO TME TAUS!ERECTION COINTRACtOa, '� WEER`'.�' ._. =- TPI • TRUSS PLATE INSTITUTE, NDS - 1221 NATIONAL DESIGN SPECIFICATION FOA 11000 CONStRUCIION �•�.M n�"�� SPACING 2 4,O" T Y PE spec D b' (4-3592) T25 29-8-8 COMN V T SR THIS OWG. PREPARED FROM COMPUTER INPUT ADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SP #1 N .T2 2x4 SP 02 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. • T3 2x4 SP #1 Dense: UPLIFT (LB): 610 480 BOT CHORD 2x4 SP 02 N :81 2x4 SP #1 N: BRG.LOC (FT): 0.00 29.42 WEBS 2x4 SP 03 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. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift --------------------------------------------------------------- *99 UPLIFT 99N I NNN HANGER NMN H5 - -455#(Jacks Only) I HUS26 - + 27510 -12860(10d iply) MTS12 - -1000# 1 HUS25 - + 33150 -15500(160 1ply) MTS12 - -2000012 Each HHUS48 - + 42990 -16600000 2ply) MTT28B - -37860 2 Each) (iOd) HHUS48 - + 5180# -2000#(160 2ply) MTT288 - -4455#(2 Each (160)11 HGUS48 - + 66400 -2199:000 2ply) MST60 - -4688# per 2ply) HGUS48 - + 8000# -2650#(160 2ply) CS150 - -16500 Each) I HGUS5.5- +11335# -39450(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 16'8" 13'0"8 ---� 4X4 3X4 X4 rn T3 3X4 Co 4X4 6 4X4 3X8(A 1) 1 3X4 3 X4 4X5 3 --rr 3 —'1,— 3X7 a 3.6X6 l 3'7M8 f- N 26' 1N 29'8"8 R-1570# W=3"8 R=1376# W=3"8 T' TA T SED: 79337 PL TY .-ALP NE DESIGN CRIT-TPI OTY - I TOTAL - i REV. 17.2m SCALE -0. 1875 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF *)(IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY A RN I NG IN HANDLING, ERECTION AND -7 �y n f\ OEYIATIOM FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HtB-9t BY TPI. SEE TNIS DESIGN ���„ "E���� TC OL / .0 PSF DATE 12/02/94 FAIW1E TO BUILD THE TRUSS IN CONFORMANCF,#IIH OSIBB BY 101. FOR ADDITIONAL SPECIAL PERMANENT BRACING AE ALPINE CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING ASTM OUIREMENIS. UNLESS OTHERWISE INDICATED. TDP I - 8C OL 10 .0 PSF DRWG \\v\\ A448 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD M BC LL 0 .0 PSF LJS CONNECTORS PER DRAWINGS 130• 150 C 1SOA-F. DESIGN STANOAPUS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE of _ TOT.LO. 47 .0 PSF 0/A LEN. 29-8-8 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE I7/1/91) FOR PROPER ' !EK ON THIS DRANTNO APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 RLOT'Q Y` OUR.FAC. 1 .33 IN OILY, A!q SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE tRUSS ERECTION CONTRACTOR. INET^_��• SPACING 24.0" TYPE Sp6C O: (4-3592L--LOT ' HIP JACKS THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SU8MITTEO BY TRUSS MFR. JP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 3T 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 BUILDING (1991 SBC) REACTIONOF 323.69. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS AIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 (+)-Gravity (-)-Uplift :TRACK. CORNER JACKS HAVE NO WEBS. --------------------------------------------------------------- xxx UPLIFT xxx I xxx HANGER xxx RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#00d iply) JST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -10000 1 HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply) CONTRACTORS WARNING: MTT288 - -3786#(2 Each) 110d)I HHUS48 - + 5180# -2000#06d 2ply) AIS TRUSS IS DESIGNN� BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTT28B - -4455#(2 Each 16d)I HGUS4A + 641162199000d 2ply) 4STALLATIONLTOAENSURP;IATITHISRTRUSS IS ERECTED IS ADVISED PROPERLY. CS150 -1650#((EachPer 1ply) I HGGUU5S5.5-#+11333350 3945#(160 3ply) --------------------------------------------------------------- 12 8"12 - AFFFRFNCF Hnl MFS 111MRFR nFTATI SHFFT FOR um-hFTMANGER DETAILS 1.5X3 m 0 4.24 p . m -r- 2X4 (A I) 4"3 8' �--2'9"15 9' 10"13 -( ------- 4'2"15 -}--- 5'7" 14 R=559# W=3"8 — 123# R=324# W=3"B 4 AG = T13 SEQ: 79296 7. TYP.-ALPINE DESIGN CRIT=TPI OTY 2 TOTAL = 2 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUTAE EXTREME CAPE 12/02/94 TC LL 30 .0 PSF REF e *IMPORTANTNX SMALL NOT OE RESPONSIBLE FDR ANY ARNING IN HANDLING. ERECTION AND DEVIATION FROM 1H1S DESIGN OR THESE SPECIFICATIONS• OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN "I''" TC DL 7 0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH MOB BY tP1. FOR ADDITIONAL SPECIAL PERMANENT BRACING PE ` � �� ALPINE CONNECTORS ARE NAGE OF?OCA GALV. StEE1s MEETING ASTM OUIREMENt4. UNLESS OTHERWISE INDICATED. TDP - - BC DL 10 .0 PSF DRWG A4A6 TDI B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 TAM AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD x GC LL 0 .0 PSF L J S CONNECTORS PER DRAWINGS 130. 150 C 1600-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -• SEE STATE of T 0 T..L D. 4 7 0 PSF ��A LEN. 9-10-13 CONFORM N/APPL ICADLE PROVISIONS OF NOS 0 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 11/1/911 FOR PnOPER (0 q10 T' R - SEAL ON THIS DRAWING APPLIES TO ?ME COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS � �. Q•�� DUR.FAC. 1 .33 (N ONLY. AND SMALL NOT K RELIED UPON IN ANY OTHER WAY, DESIGN TO THE tRUSS EAECIION CONTRACTOR. INEE�' •--IPI •1AUS3 PLATE INSTITUTE, NOS • 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION "M�--1N11N1,��'� SPACING SEE ABOVE ITYCTE j a c k (4-3592) T 5'--CORNER JACKS THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS SVQMITTEO By TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SOT CHORD 2x4 SP 02 N UPLIFT (LB): 230 200 200 WEBS 2x4 SP #2 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 --------------------------------------------------------------- REACTION OF 133.72. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. -------------------(+)-Gravity-(-)-Up11ft-------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. **x UPLIFT *x* I x** HANGER Nxx H5 . -455#(Jacks Only) I HUS26 - + 27510 -1286#(10d 1ply) CONTRACTORS WARNING: MTS12 - -1000# HUS26 - + 33150 -15500(16d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -20000(2 Each HHUS48 - + 4299# -1660#((10d 201y) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 51800 -2000#(160 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B - -4455#(2 Each)) (i6d)� HGUS48 - + 66400 -21990(10d 2ply) MST60 - -4688#lfPer 2ply) HGUS48 : + 80000 -26500(16d 2ply CS1SO - -16500 Each) I HGUS5.5+ +113350 -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=134# W-1"8 �I 10'6"4 1 m 0 6 C:-,- fV ..T 2X4 (A I) 4'3 8 y �--2' `�•.� -- 5• - - R=445# W-3"8 R=44# W-1"8 PLG 33 7.aTYPB-A PIN DESIGN CRIT-TPI OTY 4 TOTAL - 4 REV. 17 .2m SCAALE7-0.5000 ALPINE ENGINEERED PROOUCTS. INC. TRUSSES REWIRE EXTREMECARE 12/02/94 TC LL 30 .'0 PSF REF *I MP OR T A N T x m SHALL NOT SE RESPONSIBLE FDR ANY A RN I N G IN "AMOLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE MIB-91 By TPI. SEE THIS OESIGM VS' � .� TC pl 7 .0 PSF PATE 12/�2/g4 FAILURE TO BUILD THE TRUSS 1N CONFORMANCE 911"OSTBS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - , O ALPINE CONNECTORS ARE MADE OF 2OGA GALV`.^STEEL MEETING ASTM DUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC DL 10 .0 PSF ORWG O A44S OR S EXCEPT AS NOTED. APPLY CONNECIORS TO EACH FACE OF CHORD SHALL BE LATERALLY 8RACE0 MIT"PROPER 5606 _ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. 90tTON LNORO W BC LL 0 .0 PSF L J S CONNECTORS PER DRAWINGS 130, 130 S 150A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ T O T.L D. 47 .0.0 PSF 0/A LEN. 5-0-0 CONFORM M/APPLICABLE PROVISIONS OF NDS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER SEAL ON TN13 DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY pF THIS O RIO' Q P` IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAV. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �'� F OUR.FAC. 1 . 33 1NEE� SPACING 24.0" TYPE 2 j aCk 4-.T►1 TRUSS PLATE IMi1fU1E, NOS • 1991 NAt10NAl DES10N SPEC1iIGl)DH1 FOR WOOD CONSTRUCTION ��Hi�n�.���,` Job' (4-3592) T CORNER JACKS 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): 220 200 200 WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 3.00 3.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. 11991 SBC) WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM --------------------------------------------------------------- REACTION OF 37.25. 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. NMM UPLIFT MNN ( NMM HANGER NNN H5 - -455!(JackS Only) I HUS26 - + 27510 -1286O(fOd 1ply) CONTRACTORS WARNING: MTS12 - -10000HUS26 - + 3315t -1550O(16d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -20000(2 Each) HHUS48 - + 42990 -1660O(1Qy 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -37860(2 Each (10d) HHUS48 - + 51800 -2000O(16d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -44550(2 Each) (16d)I HGUS48 - + 66400 -2199O(i0d 2ply) MST60 4688O(Per 201y) I HGUS48 - + 80000 -2650O(16d 2ply) CS150 - -16500(Each) I HGUS5.5- +113350 -3945O(i6d 3ply) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGG"ER DETAILS R=37# W=1"8 9'6"4 m 0 6 C;-,- 2X4 (A1J 4"3 2. + —3- R-384# 3.R=384# W=3"8 R=14# W=1"8 TAY. T12 SEQ: 79304 PLj. TYP,-ALPINE DESIGN CAIT-TPI QTY - 6 TOTAL - 6 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 12/02/94 TC LL 30 . 0 PSF REF *I MPGR T AN T M N SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY GRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �T�tUt.Em TC D�, 7 O PSF DATE 12/02/94 FAILURE TO BUILD TME TRUSS IN CGNFORMANC(1MITN OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE `ALPINE CONNECTORS ARE MADE OF 2O0A QALY. SIEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - 8C DL 10 .0 PSF DRWG Aub GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 'TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORDBC LL 0 .0 PSF LJS CONNECTORS PER DRAWINGS 130. 150 0 1EOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - ST _ T0T.LD. 47 .O PSF 0/A LEN. 3-O-O CONFORM W/APPLICABLE PROYIlIONS OF ND$C TPI. AN ENCINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PnOPER ORANO APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF TM IS OUR.FAC. 1 33 SMALL NOT BE RELIEDUPON IN ANY DIMER NAY. DESIGN TO THE TRUSS ERECTION CONTRACTO � ,.�� SPACING 24.0" T Y P E e j a C k __.._ .........__ .•..., .w... .....w.... .,.......w..ww•w.....•n...wn w..w wn..w.,w«..•n.. ��..,,,.�.� Job' 4- T CORNER JACKS THIS_DWG, PREPARED FROM COMPUTER INPUT LOADS 6 OIM N IONS SUBMITTED BY TRVSS MFR. TOP CHORD 2x4 SP i2 N WWWARNINGXM AN UPLIFT REACTION OF -228# OCCURED ON A BOT CHORD 2x4 SP #2 N NON-WINO LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2x4 SP #2 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. (1991 SBC) WIND SPEED - 100,00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24. O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS CONTRACTORS WARNING: ------------- y------(+)_Gravity-(-)-Uplift---------------'---------------- THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS xxx UPLIFT xxx xxx HANGER Mxx AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING H5 - -4550(Jacks Only) HUS26 - + 2751# -1286#(10d iply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTS12 - -1000# HUS26 - + 33150 -i550#(16d 1ply) MTS12 - -2000# 2 Each) HHUS48 - + 42991 -16600(10d 2ply) MTT288 - -3786#(2 Each) (10d)I HHUS48 - + 5180�t -2000#06d 2ply) MTT288 - -4455#(2 Each) 16d)I HGUS48 - + 6640# -219900 Od 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945# 16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS I 6B-6-4 X (Al)' to �--2 --- 1 --� R=505 ' w=3"8 R--228#-00#"6-1"8 T' PL : SEO: 79308 TYP.-ALPINE DESIGN CRIT-TPI OTY - 6 TOTAL - 6 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PROOt1CtS. INC. TRUSSES REOUfRE EXTREME CARE 12/02/94 TC LL 30 .O PSF REF *IMPORTANT**SHALL NOT SE RESPONSIIILE FDR ANY ARNING IN HANDLING. ERECTION AND DEVIATION fROM THIS DESIGN OR THESE SPECIFICATIONS, OR AMY SPACING. SEE HIS-91 BY tPl, SEE THIS OESIGN 1I�� TC OL 7 .0 PSF DATE 12/02/94 FAILURE TO MAL0 THE TRUSS IN CONFORMANCE WITH OSTB8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT ORACiNG RE , US�ove ALPINE CONNECTORS ARE MADE Of 200A QALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OfKAWISE INOtCATEO, top - 8C DL 10 . 0 PSF DAWG A446 GM B EXCEPT AS NOTED. APPLY CONNECtOMS 10 EACH FACE OF CHORD SMALL BE LATEPALLY OAACED WITH PROPER 5606 - 1 TRUSS AND WITLESS OtWRWISE LOCATED ON THIS OES(GN, POSITION LY AttACHEO PLYW000 SHEATHING. BOTTOM CHORD X BC LL O•O PSF L J S CONNECTORS PER DRAWING$ 100. 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY AttAC11E0 81010 CEILING -- SEE S1AIE OF = 70T.LO. 47 .0 PSF 0/A LEN. 1-0-0 Ck CONFdW W/APPLICAOLE PROVISIONS OF NOS C TPf. AN ENGINEER'S ALPINE TECHNICAL UPOAtE t1/f/911 fOR PROPER C Q Rl� P SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY Of THIS Q�`� DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELiEO UPON IN ANY OTHER MAY. DESIGN TO ?HE tAM EREGJION CONTRACTOR. �'�;� INEER`'11� ■--tPI - TRUSS PLATE INSTITUTE. NDS- 1991 NATIONAL DESIGN SPECIFICATION FOR NOW CONSTRUCTION �11,...Oil SPACING 24-0" TYPE e j a C k 1 b: (4-3592) LOT / J 7' En k THI DW . PREPAREO FROM COMPUTER INPUT (LOADS 6 IMENSIONS UBMITTEO BY TpUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LBI: 260 200 200 WEBS 2x4 SP t2 N BRG.LOC (FT): 0.00 7.00 7.00 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 --------------------------------------------------------------- REACTION OF 212.01. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24. O.C. -------------------i+)_Gravity (-)-Uplift --------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. xxx UPLIFT xxx I KKK HANGER xxx H5 455#(Jacks Only) HUS26 - + 2751# -1286#(10d 1ply) CONTRACTORS WARNING: MTS12 - -10000 HUS26 - + 33151 -1550#116(1 !ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -2000#(2 Each HHUS48 = + 4299! -1660 10d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT28B - -37860(2 Eech) (10d) HHUS48 + 5180# -2000# 16C 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -4455#(2 Each) (16d)I HGUS48 = + 66400 -2199#(10d 2ply) MST60 - -4688#/Per 2ply) HGUS48 - + 8000# -2650#(160 2ply) CS1S0 - -1650#(Each) HGUS5.5- +113350 -3945#(16d 3ply) RE�=Fgf15$HOLME!j LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 11'6.4 m 0 6v m T 2X4 (A i) 4 3 B. �2' 7' R=526# W=3"8 R=73# W=1"8 1. TAY T40 SED: 79299 PL TYP.-ALPIN DESIGN CRIT=TPI OTY - 5 TOTAL - 5 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PROOUCtS. INC, TRUSSES REWIRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF N IMPORTANT XX SHALL Not BE RESPONSIBLE FDR ANY WARNING IN HANDLING. ERECTION AND 7 .0 I\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE NIB-91 BY TPI. SEE THIS DESIGN U S„ � TC OL / .0 PSF DATE 12/02/94 \\tVVhVI►V\ FAILURE TO BUILD THE TRUSS 1N CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT SMCING RE ALPINE CONNECTORS ARE KAOE OF 200A 9ALY. STEEL MEETING ASTM WiREMENTS, UNLESS OTHERWISE INDICATED, top - - BC OL 10.0 PSF DRWG \U\\ A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS+TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIGHL POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD - SC LL 0 •0 PSF LJS CONNECTORS PER DRAWINGS 130. 150 9 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED PIGIO CEILING -- SEE 10T.LD. 47 .O PSF D/A LEN. 7-0-0 COFOM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (1/1/911 FOR PROPERp';SEAL ON THIS DRAWING APPLIES TO THE COMPONENT OEPICTEO HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS . .IN ONLY. AND SHALL NOT K RELIED UPON IN ANT OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. DUR.FAC. 1 33 � SPACING 24.0” ■--TPI ' TRUSS PLATE INSTITUTE. NDS• 1991 NATIONAL DESIGN SPECIFICATION FOR M000 CONSTRUCTION � �NNn��` TYPE a jack )0 4— 9 4*8* HIP JACK THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP 02 N NNWARNINGNM AN UPLIFT REACTION OF -294# OCCURED ON A BOT CHORD 2x4 SP 02 N NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED, WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 300 200 THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM BRG.LOC (FT): 0.00 6.60 6.60 REACTION OF 602.18. TRUSS DESIGNED FOR 100.00 MPH WINO, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5,00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 04-08-00 ENCLOSED BUILDING (1991 SBC) SETBACK. CORNER JACKS HAVE NO WEBS. --------------------------------------------------------------- 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. ---------- --------------------------------- Nxx UPLIFT xxx I xxx HANGER xxx CONTRACTORS WARNING: H5 - -455#(Jacks Only) J HUS26 - + 2751# -12860(10d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -1000/ I HUS26 - + 3315# -1550#(f 6d 1ply) AT SPECIFIC LOCATIONS 1N�fj!}ICULAR CARE IS ADVISED DURING MTSf81 _SBO#{Q=pts I HHUS48 - + 42991 -1650#00d 2ply) INSTALLATION TO ENSUREr7 THIS TRUSS IS ERECTED PROPERLY. MTT28 786#(2 ac h) (I000I HHUS48 - + 51800 -20000(i6d 2ply) MTT28B - -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#00d 2ply) 9$5"2 MSS50__ - _46881(P$Ch)ply) I HGUS585- +181335# -39451(16d 3ply) --'---------------'--------------------------------------------- REFERENCE HOLMES UMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 673 �i 1,5X3 12.4"8 m m 4.24 p- N T 2X4 (A 1) 4 Pu 10' 1 .5X3 --3'9"4 —+ —2'9" 15 --( R=449# W=4" 15 — 128# R=6012# W=3"8 TAY T i SED: 79311 PL?. TY .—ALPINE DESIGN CRIT-TPI OTY - i TOTAL - i REV. 17.2m SCALE =0,5000 ALPINE ENGINEERED PRODUCTS, INC. TPUS SES PEOUIPE EXTREME CARE 12/02/94 T C LL 30 .0 PSF REF )(*IMPORTANT*)(SHALL NOT BE RESPONSIBLE FDR ANYWARNING IN HANDLING, ERECTION AND DEVIATION FROM 1NIg DESIGN OR THESE SPECIFICAtIONg. OR ANY BRACING, !EE Nig-91 BY TPI. SEE THIS DESIGNo-�t'US US +' TC OL 7 .0 PSF DATE 12/02/94 FAILURE 10 MILD THE TRS IN CONFORMANCE WITH OSTBS BY TPI. FDR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MAS DC ZpOA CALM..BIEEL MEETING ASTM OItI REMENTS. UNLESS OTHERWISE INDICATED, TOP - BC DL 10 .0 PSF DRWG A416 OR B EXCEPT AS NOtEO, APPLY CONNECTOR! TO EACH FACE OF CHORD SHAH BE LATERALLY BRACED WITH PROPER - , US! $606 TAAND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD x SC LL 0 .0 PSF L J S CONNECTORS PER DRAWINGS U0, 150 C iBOA-f. DESIGN STANDARDS W1114 PROPERLY ATTACHED HICtO CEILING -- SEE STATE OF - TOT.LD. 47 O PSF O/A LEN. 6-7-3 CONFORM W/APPLICABLE PROVISIONS OF NDS t TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE IT/1/911 FOR PROPER ' p'� SEAL ON 11416 DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS :, �. B RIO Q'� DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE PEL IED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. IfJE E A--TPI • TRUSS PLATE INSTITUTE. NOS - 1991 NAtIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION _ ��NHHHt1HHH,``` SPACING SEE ABOVE TYPE jack JO b' (4-3592) 4'8" End Jack THIS OWG, PREPARED FROM COMPUTER INPUT-(LOADS-C 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): 310 200 200 WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 4,67 4.67 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 --------------------------------------------------------------- REACTION OF 119.56. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. -------------------(+)'Gravity (---Uplift--Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. *** UPLIFT *N* I **% HANGER **x H5 - -4550(Jacks Only) I HUS26 - + 27510 -12860(10d 1ply) CONTRACTORS WARNING: MTS12 - -10000 1 HUS26 - + 3315# -15500 (i6d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -20000(2 EachI HHUS48 - + 42990 -16600(10d 2ply) I AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT28B - -3786#(2 Each (10d)I HHUS48 - + 5180# -2000#(13d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B - -4455#(2 Each) (16d)) HGUS48 - + 6640# -21990(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 60000 -2650#(160 2pIy) CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=120# W=1"8 12'4"4 m fo 6 C,7,- [V T 2X4 (A1) 4"3 10' �2' 4-8" R=433# W-3"8 R-39# Wa1"8 PLG T225 SED: 79314 7. TY .-ALPINE DESIGN CRIT-TPI OTY - 1 TOTAL - i REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUTRE EXTREME CARE 12/02/94 TC LL 30 :'O PSF REF x*IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE MIB-91 BY tP1. SEE THIS DESIGN 1Tt1t'�s TC OL 7 • 0 PSF DATE 12/02/94 FAILURE TO BUILD TIE TRUSS IN CONFORMANCE WITH OStBB BY TPt. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ,ALPINE COMNECIORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM GUtREMENtS. UNLESS OTHERWISE INDICATED, TOP 8C DL 10 . 0 PSF DRWG A446 OR B EXCEPT AS NOTED. APPLY CONNEt10RS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS ANO tN1LESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF LJS CONNECTORS PER DRAWINGS 130. ISO 9 16OA-P. DESIGN STANDARDS WITH PROPERLY ATtACHEO RIGID CEILING -- SEE STT07.LD. 47 .O PSF 0/A LEN. 4-B-O CONFORM WJAPPLICABLE PROVISIONS Of N09 t TPf. AN ENGINEER'S ALPINE tECHNILAt LIPOATE (7/1/9ti FOR PROPER P 'SEAL ON THIS DRAWING APPLIES TO THE 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, � INE '�.�� -TPI - TRUSS PLATE INSTIIUTE, NOS • 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION o" 24.0„ T V P E e j a c k 1/4!'=.02' 1/2"=.04' 12.50 24.33 3/1"=.08' (14.0) 1 50.00' 1-1/4"=.10' s89.26'00"w 1-1/2"=.12' 1-3/4"=.14' 2"=.16' 90 o 2-1/4#0=.18' 0 0 2-1/2"=.20' 0.50 2-3/4!'=.22' ATI 3 =.25' 12.50 12'x6 3-1/4"=.27' , 37.0o w °' 3-1/211=.29' o - w ern o 3-3/4!'=.31' A w w a 0 o o 4-1/4"_.35' A f w a 0 4-1/2"-.37 d 4-3/4"=.39' 0 5"=.41' 5-1/4!'=.43' Ut v 011.00' 5-1/27=.45' o MCD n89'26'00"0 5-3/4"=.47' 1100. �r,-�w 0.50 6"=.50' n89.26'00"eo � 6-1/4"=.52' (13.3)0 < o o� 6-1/2"=.54' ro w N Q N 6-3/4"=.56' o + o $ 6.67 c 7"=.58' 0 c 0 0 7-1/4"=.60' 7-1/2"=.62' 1.50 7-3/4"=.64' o N "_ , 60 N 8-1/4!'=.68' 1600 8-1/2"=.70' 8-3/4"=.72' 9"=.75' s.0 9-1 4!'=.77' '���` . 9-1/2"=.79' s• '�� �,� 9-3/4"=.81' 10"=.83' 10-1 4!'=.85' 10-3/4"=.89' (12.8) 1 1"=.91' 4 11-1/4"=.93' 11-1/2"=.95' 11-3/4"=.97' 1/4"=.02' 1/2"=.04' 12.50 24.33 3/4"=.06' 1"=.08' (14.0) 50.00' s89'26'00"w 77 1 -1/2"=.12' 1 -3/4!'=.14' 1 2"=.16' o cNo A A 2-1/4!'=.18' 0 0 2-1/2"=.20' 0.50 2-3/4;;=.22' PATI 3 =.25 -1 4"=.27' 112.50 12'x6 4 3 3-1/2"=. 29' 0 37.00 w w 3-3/4!'=.31' w o c o W� 4"=.33' o 4-1/4"=.35' x o 4-1/2"=.37' 4-3/,C=.39' 5"=.41' Cil "1 1 Ti �• w 5-1/2"=.45' o MCD n89'26 00"e 5-3/4"=.47' 11 00, r W 0.50 6"=.50' n89'26'00"em 6-1/4"=.52' C C! (13.3)3 I i s 6-1/2"-.54' N Q N w N 6-3/7"=.58' $ c o s.s7 -pt g 7-1/4"=.60' >E 7-1/2"=.62' 1.50 7-3/4"=.64' o N 8"-.66' �6° N 8-1/410=.68' 1600 , 8-1/2"=.70' 8-3/4!'=.72' 9"=.75' 9-1/4"=.77' 9-1/2"=.79' 9-3/4"=.81' 10"=.83' 10-1/4"=.85' 14-4/2"=.87' 10-3/4"=.89' (12.8) i 1"=.91' 22 11-1/4"=.93' 11-1/2"=.95' 11-3/4"=.97' 1/4!'=.02' 1/2"=.04' 12.-5-0--}-- 24.333 3/1„=.08' (14.0) I 50.00 I (13.7) 1-1/4"=.10' s8T26'00"w 1 -1/2"=.12' 1-3/4!'=.14' N 2"=.16' oNo A A 2-1/4"=.18' o 0 2-1/Z=.20' 0.50 2-3/4"=.22' 3"=.25' 12.so 12'x6,, o 3-1/4"=.27 a 37.00 w w 3--1/2"=.29' b 3-3/4"=.31' (A L w a o 0 4!'=.33' o o x F o 4-1/4!'=.35' w w o 4-1/2"=.37' 4-3/4!'=.39' w 11 Tl Q 5"=.41' 5-1/4"=.43' Cil 11.00' 5-1/2"=.45' C7 m O n89'26 00„o 5-3/4"=.47' 11.00' rr-W , 0.50 6"=.50' n89'26'00"eo a, 6-1/4"=.52' c < ! I 6-1/2"=.54' N N w N 0 16.67 7-1/4"=.60' 7-1/2"=.62' 1.50 ,n 7-3/4"=.64' q o 8"=.66' Abp N 8-1/4"=.68' 16 00 8-1/2"=.70' B-3/4!'=.72' 9"=.75' °�►9,s�o 9-1/4"=.77' �o�� All9-1/2"=.79' 9--3/4"=.81' 10"=.83' 10-1/4"=.85: 4 0-1/2"-:87 10-3/W'=.89' (12.8) 11"=.91' Z2 1 1-1 14!'=.9 3' 11-1/2"=.95: 11-3/4"=.97 1/4!'=.02' 1/2"=.04' 12.50 24.33 3/4"=.06' 1"=.08' (14.0) 50.00' 1 -1/4"=.10' s89'26'00"w 1-1/2"=.12' 1-3/4"=.14' 2'=.16' o o A A 2-1/4"=.18' O o 2-1/2"=.20' 0.50 2-3/4;;=.22' PATI 3 =.25' t 2.so 12x6 o 3-1/4"--.27' w w a 37.00 3-1/2„„=.29' q 0 3-3/4!'=.31' ? W LN o WD � 4"=.33' c o j► 4-1/4"=.35' x-0 0 4-1/2"=.37' A f wd J o 4-3/4!'=.39' I I T] a 5"=.41' 5-1/4 =.43' C!i J 11.00' 5-1/27=.45' o mo n89.2s 0orr e 5-3/4"=.47' 11.00• m W , 0.50jL 6"=.50' n89'26100"eC! 6-1/4"=.52' (13.3)0 < c m 6-1/2"=.54' N w N w N 6-3/7"=.58' c 0 o c 6.67 00 ' G 0 0 0 7-1/4"=.60' 7-1/2"=.62' 1.50 7-3/4"=.64' o0 0 8' =.66' 6 N 8-1/4"=.68' 1600 8-1/2"=.70' B-3/4!'=.72' 9"=.75' 9-1/4'=.77'„ �'�s. 9-1/2 =.79' w 9-3/4"=.81' 10"=.83' 10-1/4!'=.85' 1 10-4/27=.87' 10-3/4!'=.89' (12.8) 1 1"=.91' 4 11-1/4"=.93' 11-1/2"=.95' 11-3/4"=.97' • 1aN� 401 = «� :33`d�S N 'W.,v.s :X8 NMdda ONOW-=3d?�1 56�$�8 �31'da 3'n0 8l �. �'JMa I3'bS 01�£ l ��iMld33 J M CI ' Z~1 S 8 {- f �'�t1f� �t�,0 1� « t• :30N33 Z IINn 8 l �10-i t1C3f ..1 Yj31JC� 5131-1`dd :J�lINf1WW0jjj I l LZ �CJOS 3 CI I S>i N I� a1S�N 3�9l :SS32laCl`d c.+ t 1 'l3'bs H180 121(100 3 y �3d1�1 3Q`d21J HON38 � • 3134 O1 435 1NlOd HOIH W •W'8'`d «9Z � W 8 d 3N1W�1 H��'�'�ps66��j O gni!/410 n� X18 2 I— t]G O s W Z V) ty- Z O fb?- o Z Z � C? Z crTy�Ap 26„ A g.M P Or R �4NN*C TzlN t AQ A•�.,A •� � U�1� "�'oF�C�h C �N GRA �-� 13 ET5 Pull .� 1r ® BEN E OURS NORU E Soo• ALL VIO AGq ESS' E�- �`{• S Z � G �`A�WK. 18 Cu."Ft• p N T�PE. MCN A1E� R•A'Mf/' 4' '� ©RAWE. 1 SCA ,r, C7 �_ v 0 Z C M 0 Ari��F A yiyC9�'Q0 46 `9gSZZ-1 ® BENCHMAR POINT USED TO DETERMINE A.B.M.) 26" A.B.M. ADDRESS: 1673 LINKSIDE COURT NORTH GRAD:EE COMMUNITY: S E LVA LI N K S I D E SOD: .Ft. LOT: 118 UNIT 2 TSDWG.: 1 1 8SL2 . DWG FENCDATE: 8/8/95 FLATq.Ft 1\1orrrA r) FRIDA �1�II�101\1 DRAWN BY: R.A.M. t.SCALE: 1"= 20.00' FNDTONO .y, '�d OS �0 ,WdB/S 30MO cal bS :3�N�� 00 \irv'c' \� e "��'� .0 d od Ao- C) .w•�'d �' d-10 dali� ar � a N 1