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Permits 1665 Linkside Ct N (vault folder)
R ; ADDRESS BUILDING PERMIT NUMBER INSPECTIONS : FOOTING UNDER SLAB PLUMBING SLAB S_ l� FRAMING ` COVER-UP � - INSULATION FINAL BUILDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # INSPECTIONS ROUGH FINAL '2' l� MECHANICAL PERMIT # -7 3 PLUMBING PERMIT # /0o NOTES: 1 a CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD �-4 ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00032711 Date 4/21/06 Property Address . . . . . . 1665 N LINKSIDE CT Tenant nbr, name . . . . . . INSTALL SCREEN ROOM Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 11419 Owner Contractor ------------------------ ------------------------ HULL, JOHN OWNER ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 90 . 00 Plan Check Fee 45 . 00 Issue Date . . . . Valuation . . . . 11419 Fee summary Charged Paid Credited Due --- -------------- ---------- ---------- ---------- ---------- Permit Fee Total 90 . 00 90 . 00 . 00 . 00 Plan Check Total 45 . 00 45 . 00 . 00 . 00 Grand Total 135 . 00 135 . 00 . 00 . 00 PERMIT IS APPROVED ONLY.IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BU1Lt*df"fCLA 4 NOTICE OF COMMENCEMENT State of Tax Folio No. /7&57&5 7 ^ 61eD County of To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF CONJMENCEMENT, Legal Description of property being improved: Z r a k-s/y Un4 Address of property being improved: T 1&6�r Z/Ajk51O ---- General description of improvements: -znn"4 I/ SCBE o4 r27 c7.r,.eol r/ Owner:_ 4-n- It __— Address: a/, ff� �C Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: _ Contractor: a r CA, C�OtC<oS g S 1 E✓I�/`�' ((u1 Sc-►�``�---_ _— Address: 2-01Z t, ZZ 33 - Telephone No.: .;2,'f 4 goo' Fax No: a1(7_'7Z Surety(if any) ,tb/nl2 s 7a�s-- � ---- Address:_ S_os t/I 1�y �d_ J - _Amount of Bond$ a 1,n Telephone No: &�I�— j$ Fax No: (o46- Name o46-Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: — Fax No: _ 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 Statues.. (Fil in at Owner's ption) / - / Name: X �GJ o_s_rL� _ Address: Z a? 1�B�U ` Rf/ � 22 3 3 Telephone No: Fax No: V7 Expiration date of Notice of Commencement(the expiration date is one (1)year from the date of recording unless a different date is specified):_ THIS SPACE FOR RECORDER'S USE ONLY OWNER p� w i§igned• �_ Date: �r\Gtr.c-'2. 2 n a(o Before a is day in the County of Duval,State Doc#2006120586,OR BK 13180 Page 2201, Of Florida,has personally appeared Number Pages:1 Notary Public at Large,State of Flori a, of Duval. Filed&Recorded 04/06/2006 at 01:43 PM, o� JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY My commission expires:_ + :" '• �YROCKHOM.D RECORDING$10.00 Personally Known:_ * tDD611610 or Produced Identification: :May 27,201:0 I CITY OF ATLANTIC BEACH cc: BUILDING /ZONING DEPARTMENT D. Ford ns 9 v� 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # W -�59-7 11 Property Address: I (� .e5 Lin n k-:�o dL ( -, N Applicant: a0J)) l &1 en Project: -Tyl d-a I ( 5cf-ff V1 �bp Wt T7e'Approved rmit application has been: RevipWp� ��a *'� mg stems need—at—ten—tiZ-- VF 2 2 F GC- 16M062, ----------------------- Please re-submit your application when these 'te s have been completed. .y� Reviewed By: Date: l 'J ` Date Contractor Notified: Cc: CITY OF ATLANTIC BEACH f BUILDING /ZONING DEPARTMENT � `J s) 800 Seminole Road V oerr Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # ow" 3 � Property Address: I Applicant: Project: This pt t application has been: proved Reviewed and the following items need attention: Please re-submit your,ap is tion when these items have been completed. J Reviewed Date: a 1! Date Contractor Notified: a CITY OF ATLANTIC BEACH BLARING PERMIT APPLICATION (Alterations & Additions) Date: Job Address: AHO*A,� 3C)t Z 23 3 Owner of Property: :So An Ahcj Address: �(�/,� L r n!k 5.r7� 6r�_ ti 4�/_ 43C,4- Telephone: 77�Fg' Legal Description: Block Number:4en,7',- Lot Number: (P Zoning District: Contractor: State License Number: C(3Co S$3_'5 5 Contractor Address: 2_e--7z_ e 4+14.4,1_ ac k 3 zz 7 3 Telephone: o_ 5�1 - 2 _ Fax: 02.V-7 Describe proposed use and work to be done: Ee/- aal Present use of land or building(s): s d-A e-�- Valuation of proposed construction. // W Y- �a Dimensions of the added space: feet x feet Will this project involve: ❑ Heating&Air- ❑ Plumbing V"'Electrical ❑ Fireplace Conditioning Is approval of Homeowner's Association or other private entity required? _ Vt 3 If yes, please submit with this application. ? Will this project involve changes in elevation, site grade or any use of fill material, or "'3e aAdda;uwg of epi:= s: more <:_� = or the removal of any trees? R Nu. Applicant certifies that no change in site grade, or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. K?/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 mouth. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •bttp://www.ci.atiantic-beach.fl.us Page 2 Revised 8/04 f 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 info,{nation in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. Address and contact information of person to receive all correspondence regarding this application(please print). Name: Mailing Address: 7 077- vim/� _ /�c�'`� j3 4 3 Z_ 33 Telephone: d )0(-/`7-7-51 _ Fax: 02 47 -�2-Y t E-Mail: I hereby certify that I have read and examined this application and attached documentation and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. r' Signature of Owner: t lL ___��._Date: GttiZ_ T—--- AS TO OWNER: Sworn to and subscribed before me this e —_day of 2 State of Florida,County of Duval Notary's Signature: `""Y Pue ROY ROCKHOLD ❑ Personally known * MY COMMISSION#DD 511610 ❑ Produced identification EXPIRES:May 27,2010 Type of identification produced ��o����°P BonM m"Mpt Horsy seM a Signature of Contractor: _ _ _Date: �"7<LZ AS TO CONTRACTOR: Sworn to and subscribed before me this G-- day of /���i ,207—. State of Florida,County of Duval Notary's Signature:_ "A;;6Bt.� ROY ROCKHOLD ET'Personally known * MY COMMISSION#DD 511610 ❑ Produced identification EXPIRES:May 27,2010 Type of identification produced_ g,� �� Bo WNuBua9ett+otMs"'c'S 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 -http://www.ei.atiantic-beach.fl.us Page 3 Revised 8/04 } r Sera Linkside II OWNERS ASSOCIATION, INC P.O. Box 330026 ATIANTic BEACII, FL 32233 March 20, 2006 John D. Hull 1665 Linkside Court North Atlantic Beach, FL 32233 Dear Mr. Hull: This letter references the Architectural Review Committee Request Submission Form, dated March 3, 2006, seeking A.R.C. approval of your plans to construct a screen porch at the rear of your property. The Architectural Review Committee has reviewed the documents submitted for A.R.C. consideration and hereby approves your request. Their approval is based on the documentation submitted for their consideration and any deviation from the plans, specifications, materials and/or colors outlined in those documents will result in a halt of construction or a removal of the item(s) at your expense. If you have any additional comments or questions, please do not hesitate to contact us. Sincerely, Kar n Floyd Ma ager Selva Linkside 11 Owners Assoc., Inc. ?�ca�eaC�Kcloo�es.7�. 2072 Mayport ted. Atlantic Bch., FL 32233 3D VIEW Cage Master 2000 CopyRight 1991-1998 Wilson Software Corp.Englewood,Fladda 03-02-2006 Customer : HULL 6- Op J7) Cc�,e,aC� 3- ID 3 G 0b MAP SHOWING A SURVEY OF LOT 116, SELVA LINKSIDE UNIT 2 AS RECORDED IN PLAT BOOK 47, PAGES 85, 85A AND 85B OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. r -�- PART OF GOVT LOT 2, SECTION 17 N89'29'33"E 49.94' FIELD 1.4' • ► a ' 1.4' N89 26 00 E 50.00 FOUND 1/2" 6' METAL FENCE FOUND 1 2" IRON REBAR IRON RE AR '6219' _6219____ Z 6' WOOD FENCEI/ ON LINE o O 12.0' 0.2'-/ ° ln w w / m." P o o O 41 O "a -n u E q� , z0 m 12.2n �'m m 13.6' 0 23.7' / m0.6' /C PAD 0.4' p� m o, IW �A LOT L4 O O I 115 N w ONE STORY O �1 COpUINA rn r Fn O 6' E WOOD RESIDENC w v LOT r POSTED 117 v FENCantlC 9 0.6' rn iNd ZORMi� OUND 1/2" N89'42'07"E .10.96' FIEL SET 1 2 IRON PIPE son��, s INE C �] a N P dam► y. 589.26'00"W FOUND 1/2 IRON REBA $9 42000"W 1704. >3va "" .F 4 10.90, N o AdOft .� � v0 4 O O 21.2' FOUND 1/2- SET 1/2' FOUND 1/2' IRON REBAR IRON PIPE FOUND RESAR 'NO CAP" "1704' '1704' S89'26'00"W 46.67' CHORD BEARING & DISTANCE S88'17'06"W 3.36(FIELD) LINKSIDE COURT NORTH S88'09'46"W 3.33' (so' RIGHT-OF-WAY) RADIUS=75.00' ` � �0 , C-71//& ARC=3.33' SCALE: 1" = 20' NOTES: !/Ilv"�' ///���++����• 1)THIS IS A BOUNDARY SURVEY. / 2)BEARINGS BASED ON THE NORTHERLY RIGHT OF WAY UNE OF LINKSIDE COURT NORTH, BEING NORTH 89'26'00" THIS SURVEY WAS MADE FOR THE BENEFIT OF WEST, AS PER PLAT. JOHN D. HULL, III 3)NO BUILDINGRESTRICTION'UNE PER PLAT BANK OF AMERICA THE PROPERTY SHOWN HEREON APPEARS COMMONWEALTH LAND TITLE INSURANCE COMPANY RICHARD G. HATHAWAY, P.A. TO LIE IN FLOOD ZONE "X" AS WELL AS PONTE VERDA TITLE, !_LC CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 120075 0001 D, REVISED APRIL 17, 1989 FOR THE CITY OF ATLANTIC BEACH, FLORIDA. DON9--W. BOATWRIGHT. P.S.M. SNOT VALID NITHOUT THE SIGNATURE AND THE FLA. UC. SURVEYOR AND MAPPER No. LS 3295 ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.' FLA. LIC. SURVEYING.& MAPPING BUSINESS No. LB 3672 CHECKED BY: <-"^-- BOATWRIGHT LAND SURVEYORS, INC. - DATE: SEPTEMBER-27-2005 DRAWN BY: CRT 1500 ROBERTS DRIVE FILE f 2005-1430 JACKSONVILLE BEACH, FLORIDA 241-8550 SHEETOF L 2072 Mayport Rd. Atlantic Bch., FL 32233 3D VIEW Cage Master 2000 CopyRight 1991-1999 Wilson Software Corp.Englewood,Florida 03-02-2006 Customer : HULL z DIP _ 24 vz All ix2 ,.pJ�j1 �i 2 ' A 't f 120 Ic 3I34 fl b 1 - _ OF WIN ASURVEY MAP SH0 G LOT 116, SELVA LINKSIDE UNIT 2 AS RECORDED IN PLAT BOOK 47, PAGES 85, 85A AND 85B OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. -� PART OF GOVT LOT 2, SECTION 17 - N89'29'33"E 49.94' FIELD 1.4' N89026100"E 50.00' 1.4' FOUND 1/2` FOUND 1/2' IRON REBAR) 6' METAL FENCE IRON REBAR '6219' x _'6219" - - Z 6' WOOD FENCE / ON LINE 0 0 I201 0.2°./ c' (1) C;j 0 0 0 wcN,, / _ o 0 a O° m L EWA z0 � C)p � 12.2'o 13.6' Iv � m hl 0.6' 0 23.7' /C PAD 0.4' rn rn W w LOT _w O O 0 115 N W ONE STORYrri 0 _n COQUINA r+16' r+1 O 6' WOODLOT r, RESIDENCE W . 117 0 FENCE, POSTED "1665" 0.6 u' OUND 1/2' N89'42'07"E .10.96' FIELD SE T 2 0.5' R 04REBAR N89'26'00"E 11.00' IRON PIPE M 3672' �6' WOOD FENCE / ON LINE S89 26 00 W 4.1' 11.9' FOUND 1/2- FOUND BA IRON REBAR q 11.00' IRON REBAR "1704" `1704' (n S89'42'07"W O 10.90' c' z Z N p .JNo � o O a> CONCRETE v (A a Ivo 0 DRIVE 0 v U1 -P O O m 4 Fn o O 21.2' O r o Mi -00 �„ — — —27-1' V7.5' h]� r*'JEA EASEMENT FOUND.1/2'' SET 1/2' FOUND 1/2' IRON REBAR IRON PIPE IRON REBAR 'NO CAP` 3672' '1704' S891*26'00"W 46.67' CHORD BEARING & DISTANCE S88'17'06"W 3.38'(FIELD) LINKSIDE COURT NORTH S88009'46"W 3.33' (50' RIGHT-OF-WAY) RADIUS=75.00' ARC=3.33' 9 10 20 40 SCALE: 1" _ 20' NOTES: 1)THIS IS A BOUNDARY SURVEY. 2)BEARINGS BASED ON THE NORTHERLY RIGHT OF WAY LINE OF LINKSIDE COURT NORTH, BEING NORTH 89'26'00" THIS SURVEY WAS MADE FOR THE BENEFIT OF WFCT AC PFR PI AT TYPICAL POST AND BEAM DETAIL-SIDE WALL TYPICAL CHAIR RAIL TO POST DETAIL TYPICAL PURLIN AND BEAM C ATTACH EXTERNALLY NTH(4) PURLW ATTACH EXTERNALLY WITH(4) #10x3/4'SCREWS THRU SLOPED OR FLAT #10 x 3/4'SCREWS THRU ATTACH INTERNALLY-WITH(2) 2 x 2 x 0.125 ANGLE ATTACH INTERNALLY --� 1 x 2 x 0.050 C CUP #10 x 7 SCREWS INTO FROM POST OR \ NOTCH D 2 x 2 FOR INTERNAL GROOVES. THRU 2 x 21NT0. I* O POST AND 2 z 2 SCREW GROOVES 0 ..... i ATTACH INTO 2x2 CHAIR RAIL POST PURLIH 0 11-1 2X2AT24'D.C. POST i TYPICAL POST AND BEAM DETAIL-MAIN FRAME TYPICAL BEAM AND GIRDER DETAIL TYPICAL GIRDER DETAIL TO HOST WALL SELF-MATING BEAM SLOPED OR FLAT 2 x 2 x 0.125 ANGLE CLIP 2 x2 x 0.125 ANGLE CUP EACH SIDE OF TRIBUTARY BEAM EACH SIDE OF GIRDER WITH#12 SCREWS INTO BOTH WITH#12 SCREWS INTO MEMBERS. GIRDER. ATTACH NOTCH BEAM WGIRDER, O ATTACH TO STUD FRAME FOR POST WITH 1/4'DIAMETER x 3' INTERNALLY O LAG SCREWS(PRE-0RILL). FROM BEAM. O 0 0 O ATTACH TO MASONRY OR 0 O CONCRETE WITH 114' ATTACHINTO 0 0, TAPOONSWTTHAMIN. 2 z 1 AT 24'0.C. OPTIONAL 2 x 2 x 0.125 SEAT ANGLE. EMBEDMENT OF 3. O O O DISTRIBUTE MINIMUM NUMBER OFLL SEE TABLE FOR O O O HOST STRUCTURE MINIMUM NUMBER SCREWS INTO SEAT ANGLE AND OF SCREWS. 0 BEAM SIDES.BEAM MAY BE TRIMMED BEAM DEEPER THAN GIRDER FLUSH WITH 2 x 2 INSTEAD OF TRIBUTARY TRIMMING TO FIT AROUND 2x 2. BEAM POST MINIMUM POST SIZE AND#OF SCREWS BEAM SIZE POST SIZE #8 , #10 #12 TYPICAL WIND BRACE DETAIL AT ROOF FRAMING 2 x 3 2 X 3 6 4 4. ~ SELF-MATING BEAM 2x4 2x3 8 . 6 4 2x6 20 10 8 6 o 2x6 2x4 -10 8 6 2x2WINDBRACE 20 2x4 14 12 10 2 x 8 2 x 5 16 14 12 2 x 2 CONTINUOUS 2x9 2x6 18 16 14 wALLTOP ATTACH WITH A SKE2 x 10 2 x 8 22 - 20 18 ANGLE WD 0.125 THICK ATTACH WITH A 010 ANGLE CLQ WITH I NTO SKEWED ANGLE CUP MINIMUM SPACING AND EDGE DISTANCES ops THio OR NTH,(Z)#10 #8 #10 #12 `, k BRiCE ANTMD IRN�rO SCREWS THROUGH 1 MINIMUM SPACING 518 314" 1" g POST 2x2WAUTOP. R����o MIN.EDGE DISTANCE 5116" 318" 112" BEYOND TYPICAL POST BASE DETAIL TYPICAL FOUNDATION DETAILS PILE TYPE' CONTINUOUS SLAB ON GRADE i SLAB ON GRADE WI FOOTING POST 2x2x0.125 ANGLE EACH SIDE STRIP FOOTING t' THICKENED EDGE OF POST WITH(2)M10x 314' SCREWS INTO POST AND(1) 6x6 Wf.4xW1.4 WWF 1/4'TAPCON INTO CONCRETE NTH 7 MINIMUM EMBEDMENT. 1x2 BASE SCREEN CHANNEL 5a _, CONTINUOUS WITH 1/4' b E I to TAPCONS AT 24'D.C. AND WITHIN 6'OF POST INSTALL ADDITIONAL ANGLES b FOR EACH 7 INCREASE IN 0 .0 10' (1)k5 CONTINUOUS `� 8' /� r., o 7 MIN. POST DEPTH. EDGE 0 0 OFFSET NOTES:' 1.CONCRETE SHALL BE 2500 PSI MINIMUM.CONCRETE COVER FOR REBAR SHALL BE 3'. 2.REINFORCING BARS SHALL BE A615 GRADE 60.WELDED VIRE.FABRIC SHALL BE-N. 3.FIBERMESH MAY BE USED IN UEU OF THE WELDED WIRE FABRC). 1.6 4.SLABON GRADE WITHOUT FOOTING MAYBE USED FOR ROOF AREAS LESS THAN 350 SQ.FT. OR FOR POSTS NTH TRIBUTARY AREAS LESS THAN 75 SQ.FT.VERIFY REQUIREMENTS WITH LOCAL BUILDING OFFICIAL NOTES: 5.MINIMUM SLAB THIf�WESS SHALL BE 31/l ACTUAL THICIWESSt 1.SELF-TAPPING SHEET METAL SCREWS SHALL BE STAINLESS STEEL OR ZINC-PLATED. 6.FOUNDATIONS SHALL BEAR ON COMPACTED SUBGRADE WITH 1500 PS.F MINIMUM BEARING CAPACITY. 2.ALUMINUM ALLOY MEMBERS SHALL BE ISOLATED AS REQUIREDAECOMMENDED FROM 7.PILE TYPE FOOTING SHALL HAVE 3/8'DIAMETER.THREADED RODS 1'-0'LONG THROUGH POST EACH WAY. OTHER MATERIALS TO PREVENT CORROSION. 8.EMBEDED ALUMINUM POST SHALL BE ISOLATED FROM THE CONCRETE TO PREVENT CORROSION. TYPICAL BRACING SCHEMATIC DETAILS FOR FLAT ROOF,GABLE ROOF,AND DOME ROOF SCREEN ENCLOSURES HOST STRUCTURE ROOF PLAN ROOF PLAN ROOF PLAN ROOF PLAN ATTACHMENT(TYPICAL) VIEW VIEW VIEW VIEW ROOF PLAN BEAM VIEW0 LJ ; 3 2x2BRACE q Al (TYPICAL) t� � END WALL h y w m G3 ELEVATION END WALL END WALL CHAIR RAIL w w ELEVATION END WALL ELEVATION POST 2 x 2 BRACE ELEVATION (TYPICAL) FOUNDATION ENO WALL (TYPICAL) NOTE:1 x 2 SCREEN CHANNEL IS ACCEPTABLE TO FRAME DOOR JAMBS. ELEVATION ADD(1)K-BRACE OR(1)PAIR OF CABLES FOR EACH 300 SQUARE FEET OF SURFACE AREA. TYPICAL K-BRACE DETAILS TYPICAL CABLE BRACE DETAILS EAVE RAIL EAVE RAIL ii S OO O—---O-— O OO LATE . WTH(6)#10SCREWS O CE 45 DEGREE TRIANGULAR 0.125 PL ATE 0iINTO POST AND(4) WITH(6)#10 SCREWS AS SHOWN00 0 SCREWS INTO O O BRACE O 2x2 O 3132'DIAMETER STAINLESS ST EEL CABLE OO P :J�D OO Oi POST NTH(8)#10 SCR INTO POST AND(4)#10 ii0 00 POST SCREWS INTO BRACE i 1'x 12'x 0.125 PLATE ii WITH(2)114'DIAMETER TAPCONS CHAIR RAIL O O 00 -- _ O 4 x 4 x 0.125 PLATE WITH(6)#10 SCREWS INTO POST AND(4)#10 SCREWS INTO O O POST BRACE AND(2)#10 SCREWS INTO BASE 'O O l q, O O OooO 2 x 2 x 0.044 BRACE O O O' (2)114'TAPCONS AT BASE OF FRAME POST 00' BASE RAIL TYPICAL KNEE BRACE DETAIL AND SCHEDULE NOTE:KNEE BRACES ARE NOT TYPICAL INTERNAL STIFFENING DETAIL FOR SPANS GREATER THAN 39'-0" 6 SLOPE �FLLAM THETABULAREQUIRED D 1 SPANS. 2 x 1 x 0.125 ANGLE O 1 Foo"Icc O SECTION VIEW O -PURLIN BEYOND O (4)#10x2'SCREWS INTO INTERNAL YIBRACE OOOF POSTPURLIN112 OF SELF-MATING BEAM RECEIVING CHANNEL MAY BE SUBSTITUTED PURLIN 2 x 2 x 0.125 ANGLE FOR THE H-WNNEL TRIM OUTSTANDINGKNEELEG TO FIT BEAM TABLE FOR 112 OF SELF-MATING BEAM WIDTH AND NECTORS lo KNEE BRACE LENGTH PLAN VIEW MINIMUM SIZE KNEE BRACE AND CONNECTION BRACE LENGTH EXTRUSION CONNECTION 112 OF SELF-MATING BEAM 0'TO 2-0' 2 x 2 x 0.044 2'H-CHANNEL WITH 3#10 EACH SIDE TO Y-O' 2 x 3 x 0.050 2'H-CHANNEL WITH 3#10 EACH SIDE TO 4'-6' 2 x 4 x 0.044 NOTCH EXTRUSION OVER BEAM AND POST AND ATTACH WITH(4)#10 EACH SIDE PURLIN NOTE:ALLOWABLE ROOF BEAM SPANS MAY BE INCREASED BY THE KNEE BRACE LENGTH IF BRACES ARE ON BOTH ENDS OF THE SPAN.FOR KNEE BRACE ON ONE END ONLY,AN INCREASE OF 112 THE NOTE: STIFFENING ANGLES SHALL BE INSTALLED AT EACH PURLIN LOCATION ALONG THE BEAMCIRDER. KNEE BRACE LENGTH IS ALLOWED. ALLOWABLE SPANS FOR SCREEN ENCLOSURE POSTS FOR REGIONS WITH WIND SPEED UP TO 110 M.P.H. A POST SPACING 4'-0" 5'-0' 6'-0" T-0" 8'-0" EXPOSURE CATEGORY B C 8 C • 8 C B C 8 C SELF-MATING BEAMS SE 2 x 4 x 0.044 x 0.100 16'-5' 13'-7' 14'-8' 12'-2" 13'-5" 11'-1" 12'-5" 10'-3" 11'-7" 9'-7" 2 x 5 x 0.050 x 0.100 19'-4' 16'-0" 1T-3" 14'-4" 15'-9" 13'-1" 14'-7" 12'-1" 13'-8" 11'.4- 2 x 6 x 0.050 x 0.120 1'-4"2x6x0.050x0.120 23'-2" 19'-2" 20'-9" 1 17'-2" 18'-11" 15'-8" 17'-6" 14'-6" 16'-4" 13'-7" 2 x 7 x 0.055 x 0.120 26'-2' 21'-8" 23'-4" 1 19'-4" 21'-4" 17'-8" 19'-9" 16-4" 18'-6" 15'-4" 2 x 8 x 0.072 x 0.224 36'-9' 30'-5" 32'-10" 27'-3" 30'-0" 24'-10" 27'-9" 23'-0" 26'-0" 21'-6' 2 x 9 x 0.072 x 0.224 39'-9" 32'-11" 35'-7" 29'-6" 32'-5" 26'-11" 30'-0" 24 -11" 28'-.1" 23'-3" 2x9x0.082x0.310 45'-1" 37'-5" 40'-4" 33'-5" 36'-10" 30'-6" 34'-1" 28'-3" 31'-10" 26'-5" 2 x 10 x 0.092 x 0.369. 52'-6" 43'-6" 46'-11" 38'-11" 42'-10" 35'-6" 35-8" 32'-11" 37'-1" 30'-9" SNAP EXTRUSIONS SP 2 x 2 x 0.044 x 0.044 9'-5" 8'-4" 8'-9" T-9" 8'-3" T-3" 7'-10" 6'-9" 7'-6" j 6'-3" 2x3x0.045x0.045 13'-0" 11'-6' 12'-1" 10'-4" 11'-4" 1 9-5" 10'-7" 1 8'-9" 9'-10" 1 8'-2' ALLOWABLE SPANS FOR SCREEN ENCLOSURE POSTS FOR REGIONS WITH WIND SPEED UP TO 130 M.P.H. SELF-MATING BEAMS I I SE 2 x 4 x 0.044 x 0.100 13'-7" 11'-7" 12'-2' 10'-4" 11'-1" 9-6" 10'-3" 8'-9' 9'-7" 8'-2" 2 x 5 x 0.050 x 0.100 16'-0' 13'-8' 14'-4" 12'-2' 13'-1" 11'-1" 12'-1" 10'-4" 11'-4" 9'-8" 2 x 6 x 0.050 x 0.120 19'-2" 16'-4' 17'-2" 14'-8" 15'-8" 13'-4" 14'-6" 12'-4" 13'-7" 11'-7" 2 x 7 x 0.055 x 0.120 21'-8 18'-6" 19'-4" 16'-6" 1T-8" 15'-1" 16'-4" 13'-11" 15'-4" 13'-1" 2 x 8 x 0.072 x 0.224 30'-5" 26'-0' 2T-3" 23'-3" 24'-10" 21'-2" 23'-0" 19-7" 21'-6" 18'.4- 2 x 9 x 0.072 x 0.224 8'-4"2x9x0.072x0.224 32'-11" 28'-1' 29'-6" 25'-1" 26'-11" 22'-11" 24'-11" 21'-3" 23'-3" 19-10" 2 x 9 x 0,082 x 0.310 37'-5" 31'-10' 33'-5" 28'-6" 30'-6" 26'-0" 28'-3" 24'-1" 26'-5" 22-6' 2 x 10 x 0.092 x 0.369 43'-6w 37'-1" 38'-11" 33'-2" 35'-6" 30'-3' 32'-11' 28'-0" 30'-9" 26'-3" SNAP EXTRUSIONS SN 2 x 2 x 0.044 x 0.044 8'-4" 7'-6" 7'-9" 6'-9" 7'-3" 6'-2" 6'-9" 5'-9" 6'-3 5'-4' 2 x 3 x 0.045 x 0,045 11'-6" 9'-10" 10'-4" 8'-10" 9'-5" 8'-1" 8'-9" T-5" 8'-2" 7'-0" �SHAEL ALUMINUM BEAM ALLOY SHALL BE 6063INS 76. PURL ,ANGLES MID CHANNELS ALLOY M BE 6063T5.MIN BENDING STRESS=15,000 P.S.I.MIN THcKNESS=0.040 INCHES. g h ALTERNATE TYPICAL SUPER GUTTER ATTACHMENT SCHEMATIC PLAN AND DETAIL HOST STRUCTURE A STRAP LOCATION 3'WIDE STRAP PER 114"DIAMETER x 3'LAG HOST STRUCTURE 3CHEMATK PLAN SCREWS AT 17 O.C.AND 2 x 2 x 0.125 ANGLE (3)AT EACH STRAP SE WITH(4)#10 SCREWS (PRE-DRILL) INTO BEAM AND 2 x 2 BOTH SIDES OF BEAM. SELF-MATING BEAM SLOPED OR FLAT O 1 x 2 ALONG SUPER GUTTER 0 BEAM SPACING EQUAL L WITH(2)#10 SCREWS AT SUPER STRAP SPACING SHALL EACH END ATTACHED O GUTTER BE 1/2 THE BEAM SPACING INTERNALLY FROM O BEAM. RECEIVING CHANNEL WITH(6) O PRESSURE TREATED 010 SCREWS INTERNAL AND(6) BLOCKING AT EACH #10 SCREWS EXTERNAL STRAP LOCATION NOTE:SEAL GUTTER WALL AT ALL CONNECTION POINTS. Sr ALTERNATE TYPICAL POST AND BEAM DETAIL-MAIN FRAME TYPICAL POST BASE DETAIL AT BRICK STEM WALL SELF-MATING BEAM POST 2x2x0.125A NGLE EACH SIDE SLOPED OR FLAT OF POST WITH(2)#10x 3W SCREWS INTO POST AND(1) NO 1H'TAPCON INTO CONCRETE WITH 7 MINIMUM EMBEDMENT. q 1x2 BASE SCREEN CHANNEL ATTACH NOTCH BEAM CONTINUOUS WITH U4' FOR POST TAPCONS AT 24'O.C. SE INTERNALLY AND WITHIN 6'OF POST INSTALL ADDITIONAL ANGLES FROM BEAM. --- 00 FOR EACH 7 INCREASE N POST DEPTH. O 00 O BRICK STEM WALL W/TYPE S OR N ATTACH INTO MORTAR. V WIDE 16 GAUGE STRAP 2 x 2 AT 2C O.C. O REQUIRED AT EACH POST.ATTACH d O d OPTIONAL 2 x 2 x 0.125 SEAT ANGLE. TO POST WITH(2)#10 SCREWS AND SEE TABLE FOR O O O DISTRIBUTE MINIMUM NUMBER OF TO FOOTING WITH U4'TAPCON WITH MINIMUM NUMBER SCREWS INTO SEAT ANGLE AND 2'MINIMUM EMBEDMENT. OF SCREWS. 0 BEAM SIDES.BEAM MAY BE TRIMMED STRIP FOOTING OR (LUSH NTHNGT 2 x 2 D OF SLAB W/THICKENED EDGE TRIMMING TO FR AROUND 2 x 2 PER TYPICAL DETAILS POST MINIMUM POST SIZE AND#OF SCREWS BEAM SIZE POST SIZE #8 #10 #12 20 2x3 6 4 4 8 • 2 x 4 2 x 3 8 6 4 ' NOTES: N 2 X 6 20 3 1 8 6 1 SELF-TAPPING SHEET METAL SCREWS SHALL BE STAINLESS R ZINC-PLATED, 2.ALUMINUM ALLOY MEMBERS SHALL BE ISOLATED AS REQUIRETDIRE EEL OCOMMENDED FROM TYPICAL RISER/TR 2 x 6 2 x 4 10 $ 6 OTHER MATERIALS TO PREVENT CORROSION. 3.FASTENERS INTO STEM WALL SHALL BE LONG ENOUGH TO ACHIEVE A 7 EMBEDMENT. 20 2x4- 14 12 10 4.MAXIMUM WALL HEIGHT SHALL BE LIMITED TON-0'. 2 x 8 2 x 5 16 14 12 66 TYPICAL POST BASE DETAIL AT CONCRETE BLOCK STEM WALL 2x2xO.125 ANGLE EACH SIDE 2 x 9 2 x 6 18 16 14 POST OF POST NTH(2)00 x 3/4' 2 x 10 2 x 8 22 20 1$ scREws INTO POST AND(1) o iWITH 2PM MMUM INTOEMBEDMENT. TE MINIMUM SPACING AND EDGE DISTANCES 1x2 BASE SCREEN CHANNEL CONTINUOUS WITH 114' #8 #10 #12 .2 TAPCONS AT 24'O.C. INSTALL ADDITIONAL ANGLES o` AND WITHIN 8 Of POST FOR EACH 7 INCREASE IN MIN(MUMSPACING 518" 314" 1" Z" O O MIN,EDGE DISTANCE 5/16" 3/8" 112" 00 POST DEPTH. BLOCK STEM WALL W91)#5 CONT.HORIZ AT TOP OF WALL RECEIVING CHANNEL AND#5 AT WALL ENDSWRNERS THRU-BOLTED TO SU • AND V-V O.C.REINFORCED CELLS AND BEAM CONNECT AND BOND BEAM SHAD.BE GROUTED SOLID. S1RIP FOOTING OR 2x2 POST(3'-0 SLAB W/THICKENED EDGE AT EACH STRPI PER TYPICAL DETAILS ALONG SUPER' FOR ALL OTHEI SIZE AS A POS1 SPAN ANDIOR I 1/4'DIAMETERI • 4'INTO HOST R EACH POST. NOTES: ATTACH WITH#U 1.SELF-TAPPING SHEET METAL SCREWS SHALL BE STAINLESS STEEL OR ZINC-PLATED. 12'ON CENTER. 2.ALUMINUM ALLOY MEMBERS SHALL BE ISOLATED AS REQUIREDIRECOMMENDED FROM OTHER MATERIALS TO PREVENT CORROSION. RECEIVING 3.FASTENERS INTO STEM WALL SHALL BE LONG ENOUGH TO ACHIEVE A 7 EMBEDMENT WITH#10 S INTO THE STRUCTURAL WALL THROUGH ANY FINISH MATERIAL. 1'ON CENT 4.MAXIMUM WALL HEIGHT SHALL BE LIMITED TO 4.7. AND SUPE ALLOWABLE SPANS FOR SCREEN ENCLOSURE CARRIER BEAMS-<= 150 M.P.H. TRIBUTARY LOAD WIDTH 10'-0" 14'-0" 18'-0" 22-0' 26'-0" 30'-0" 34'-0" 38'-0" 42'-0" 46'-0" 50'-0" SINGLE SELF-MATING BEAMS ' 2 x 4 x 0.044 x 0.100 10'-10" 9'-2" 8'-1" 7'-4" 6'-9" 6'-3" 5'-11" 5'-7" 5'-3" 5'-1" 4'-10" 2 x 5 x 0.050 x 0.100 12'-9" 10'-10" 9'-6" 8'-T T-11" T-4" 6'-11" 6'-6" 6'-3" 5'-11" 5'-8" 2x6x0,050x0.120 15'-4" 13'-0" I 11'-5" 10'-4" 9'-6" 8'-10" 1 8'-4" T-10" 7'-6" 7'-2" 6'-10" 2 x 7 x 0.055 x 0.120 17'-4" 14'-8" 12'-11" 11'-8" 10'-9" 10'-0" 9'-4" 8'-10" 8'-5" 8'-1" T-9" 2 x 8 x 0.072 x 0.224 23'-4" 20'-7" 18'-2" 16'-5" 15'-1" 14'-1" 13'-2" 12'-6" 11'-10" 11'-4" 101-10- 2 x 9 x 0.072 x 0.224 0'-10"2x9x0.072x0.224 25'-7" 22'-3' 19'-8" 17'-9" 16'-4" 15'-2" 14'-3" 13'-6" 12'-10" 12'-3" 11'-9" 2 x 9 x 0.082 x 0.310 27'-10" 24'-11" 22'-3" 1 20'-2" 18'-6" 1T-3" 16'-2" 15'-4" 14'-7" 13'-11" 13'-4" 2 x 10 x 0.092 x 0.369 31'-11" 28'-6" 25'-11" 23'-5" 21'-7" 20'-1" 1 18'-10" 17'-10" 16'-11" 16'-2" 15'-6" DOUBLE SELF-MATING BEAMS 2 x 7 x 0.055 x 0.120 22'-5" 20'-1" 18'-3" 16'-6" 15'-2" 14'-2" 13'-3" 12'-7" 11'-11" 11'-5" 10'-11" 2 x 8 x 0.072 x 0.224 29'-5" 26'-4" 24'-2" 22'-8" 21'-5" 19'-11" 18'-8" 17'-8" 16'-10" 16'-1" 15'-5' 2 x 9 x 0.072 x 0.224 32'-3" 28'-10" 26'-6' 24'-10" 23'-1" 21'-6" 20'-2" 19'-1" 18'-2" 17'-4" 16'-8" 2 x 9 x 0.082 x 0.310 35'-1" 31'-5" 28'-10" 27'-0" 25'-6" 24'-4" 22'-11" 21'-8" 20'-7" 19'-8" 18'-11" 2 x 10 x 0.092 x 0.369 40'-3" 36'-0" 33'-1" 30'-11" 29'-3" 27'-11" 26'-8" 1 25'-3" 24'-0" 22'-11" 22'-0" NOTE:ALUMINUM BEAM ALLOY SHALL BE 60633T6 WITH MINIMUM BENDING STRENGTH OF 15,000 PSI. ALLOWABLE SPANS FOR 3" COMPOSITE ROOF PANELS ALLOWABLE SPANS FOR 3" RIB RISER SHELL METAL THICKNESS 0.024" 0.032" 12" WIDE PANELS EXPOSURE CATEGORY B C B C METAL THICKNESS 0.024" WIND SPEED M.P.H. EXPOSURE CATEGORY B C 100 15'-8" 14'-9" IT-3" 16'-3" WIND SPEED M.P.H. 110 15'-2" 13'-8" 16'-9" 15'-1" 100 9'-10" 9'-T 120 14'-4" 12'-10" 15'-10" 14'-2" 110 9'-6" 8'-7" 130 13'-8" 12-3" 15'-1" 13'-6" 120 9'-0" 8'-1" 140 13'-1" 11'-B" 14'-5 12'-10" 130 8'-7" 71-8- 150, 12'-5" 11'-1" 13'-8" 12'-3' 140 8'-3" T-4" ALLOWABLE SPANS FOR 4" COMPOSITE ROOF PANELS 150 7'-9" 6' 11^ METAL THICKNESS 0.030" 100 19'-0" 1T-10" 20'-11" 19'-8" 100 10'-7" 9'-11" 110 18'-5" 16'-7" 20'-3" 18'-3" 110 10'-3" 9'-3" 120 17'-5" 15'-7" 19'-2" 17'-2" 120 9'-8" 8'-8" 130 16'-7" 14'-10" 18'-3" 16'-4" 130 9'-3" 8'-3" 140 15'-11" 14'-2" 1 1T-6" 15'-7" 140 8'-10" T-11" 150 15'-1" 13'-6" 16'-7" 14'-10" 150 8"-5" 7'-6" ALLOWABLE SPANS FOR 5" COMPOSITE ROOF PANELS METAL THICKNESS 0.050" 100 22'-1" 20'-9" 24'-3" 22'-10" 100 12'-6" 11'-9" 110 21'-4" 19'-3" 23'-8" 21'-2" 110 12'-1" 10'-11" 120 20'-2" 18'-1" 22'-3" 19'-11" 120 11'-5" 10'-3" 130 19'-3" 17'-2" 21'-2" 18'-11" 130 10'-11" 9'-9" 140 18'-6" 16'-5" 20'-4" 18'-1" 140 10'-6" 9'-4" 150 17'-6" 15'-8" 19'-3" 1 17'-2" 150 9'-11" 8'-10" NOTE:ALUMINUM ALLOY 3105-H14 OR-H25 WITH MINIMUM TENSILE BENDING STRENGTH OF 18,000 PSI. NOTE:ALUMINUM ALLOY 3105-H28 WITH MINIMUM TENSILE BENDING INSULATION DENSITY=1 PCF, STRENGTH OF 26,000 PSI. ETAIL TYPICAL SUPER GUTTER ATTACHMENT SCHEMATIC PLAN AND DETAIL HOSTSTRUCTURE 012A,PY WIDE STRAP PER 1/4'DIAMETER x r LAG ATTACH INTERNALLY WITH(4) HOST STRUCTURE LOCATION. SCHEMATIC FLAN SCREWS AT tY O.C.AND r N10 x Y SCREWS INTO (3)E-EACH STRAP ( SCREW GROOVES. WITH(4)#10 SCREWS (PRE-DRILL) INTO BEAM AND 2 x 2 BOTH SIDES OF BEAM. SELF-MATING BEAM SLOPED OR FLAT 0 1 x 2 ALONG SUPER GUTTER 0 BEAM BEAM SPACING99WAL.. AL WITH(2)#10 SCREWS AT STRAP SPACING SHALL EACH END ATTACHED 0 SUPER ----------- ---------- SPACING-INTERNALLY FROM, GUTTER _ . _ .., .0 RECEIVING CHANNEL WITH(5) PRESSURE TREATED #10 SCREWS INTERNAL AND(B) BLOCKING AT EACH B10 SCREWS EXTERNAL STRAP LOCATION NOTE:SEAL GUTTER WALL AT ALL CONNECTION POINTS. GENERAL NOTES AND DESIGN CRITERIA: 1 1.A SCREEN ENCLOSURE IS DESIGNED.TO BE ATTACHED TO A PERMANENT BASE HOST STRUCTURE OF ADEQUATE STRUCTURAL CAPACITY. 2.THE HOMEOWTIERICONTRACTOR SHALL VERIFY THAT THE BASE HOST STRUCTURE IS IN GOOD CONDITION AND OF SUFFICIENT STRENGTH TO SUPPORT THE PROPOSED ADDITION BY HIRING A QUALIFIED PROFESSIONAL 3.THE HOMEOWNERICONTRACTOR SHALL HIRE A QUALIFIED PROFESSIONAL TO VERIFY THE CAPACITY OF THE TYPICAL DETAILS. Al:SITE SPECIFIC ENGINEERING IS REQUIRED FOR STRUCTURES GREATER THAN THIRTY FEET,ROOF SPANS GREATER THAN FIFTY FEET,_ANDIORCONDITIONS NOT COVERED BY THE SPAN TABLES. S.THE 200 FLORIDA BUILDING CODE IS THE BASIS OF DESIGN.WAND LOADING FOR THE SPAN TABLES IS PER CHAPTER 20;TABLE 2002.4. 8.MAXIMUM PURLIN SPACING IS T-D'.FOR SPANS GREATER THAN 37.0',INTERNAL LATERAL BRACING IS REQUIRED FOR STABILITY. 7.MEAN ROOF HEIGHT SHALL BE LESS THAN OR EQUAL TO 30 FEET.THE RIDGE OF THE SCREEN ENCLOSURE SHALL NOT EXCEED THE RIDGE HEIGHT OF THE BASE HOST STRUCTURE. 8.THE EXPOSURE CATEGORY IS PER SITE LOCATION-C FOR STRUCTURES ALONG THE COAST AND B FOR ALL OTHERS. 9.THE BASIC WIND SPEED ISJ ESS THAN OR EQUAL TO 150 M.P.H.THE IMPORTANCE FACTOR IS EQUAL TO 0.71. 10:THE SPANS ARE BASED ON AN OPERBUILDING ENCLOSURE CLASSIFICATION. l 1 t.THE TYPICAL DETAILS SHOWN ARE INDICATIVE OF A STANDARD INSTALLATION.THE ENGINEER OF RECORD WALL VERIFY THE ADEQUACY OF THESE TYPICAL DETAILS. 12.CERTIFICATION EXTENDS ONLY FOR THE TABULATED SPANS OF THE STRUCTURAL SHAPES LISTED.THE ENGINEER OF RECORD SHALL VERIFY ALL OTHER DETAILS INCLUDING OVERALL STABILITY. 13..INTERPOLATION BETWEEN LISTEDMEMBER SPACING IS PERMITTED.EXTRAPOLATION BEYOND THE TABULATED SPACING IS PROHIBITED, 14.FOR GABLE,HIP AND HALF MANSARD ROOFS,AN INCREASE OF 10%dS PERMITTED FOR THE SELF-MATING BEAM TABULATED FLAT ROOF BEAM SPANS..VERIFY MINIMUM POST SIZE ADEQUACY, 15.FOR DOME AND FULL MANSARD ROOFS,AN INCREASE OF 20%IS PERMITTED FOR THE SELF-MATING BEAM TABULATED FLAT ROOF BEAM SPANS,VERIFY MINIMUM POST SIZE ADEQUACY. 16.SPLICES OF SELF-MATING BEAMS ARE ALLOWED BETWEEN THE 114 TO 113 OF THE BEAM SPAN AND SHALL BE STAGGERED EACH SIDE OF THE BEAM. 1 ALLOWABLE SPANS FOR SCREEN ENCLOSURE POSTS FOR REGIONS WITH WINDSPEED UP TO 150 M.P.H. o POST SPACING 41-0" 5'-0" 6'-0" T-0" 8'-0" EXPOSURE CATEGORY B ` C B C B C B 1C B C SELF-MATING BEAMS 2 x 4 x 0.044 x 0.100 12'-10 10'-8" 11'-'6" 9'-6" 10'-6" 8'-8" 9'-8"- 8'-1" 9'-1" T-6' 2x5x0.050x0:100 15'-1" 12'-6" 13'-6" 11'-3 12'-4" 10'-3N 11'-5" 9'-6" 10'-8" 8'-10" 2 x 6 x 0.050 x 0.120 18'-1" 15'-1" 16'-2" 13'-6" 14'-9" 12'-3" 13'-8" 11'=4" 12'-9" 10'-B" 2x7x0.055.x0.120 20'-5" 17'-0" 18'-3 15'-2" 16'-8 13'-10" 16-5" 12'-10" 14'-5" 12'-0" y 2 x 8 x 0.072 x 0.224 28'-9" 23'-11" 25'-8' 21'-4' 23'-5" 19'-6" 21'-8" 18'-1' 20'-3" 16-10" 2 x 9 x 0.072 x 0.224 30'-0" 25'-10" 27'-9" 23'-1" 25'-4" 21'-1" 1 23'-6" 19'-6" 21'-11" 18'-3" : 2 x 9 x 0.082 x 0.310 30'-0" 29'-4" 30'-0" 26'-3" 28' 9 23'-11" 26'-8" 1 22'-2" 24''-11" 20'-9" 2x10x0.092x0.369 301-ON 30'-ON 30'-ON 30'-ON 30'-0". 27'-10". 30'-0" 25'-9" 29'-0" 24'-1" 0 SNAP EXTRUSIONS � I 2 x 2 x 0.044 x 0.044 8'-ON T-ON T-5" 61-3N 61-lOw 5'-8" 6-4" 5'-3 5'-11" 4'-11" 2 x 3 x 0.645 x 0.045 1 10'-11" 9'-1" 9'-9° 8'.1" 8'-11 T-5" 8'-3" 6'-ION, T-8" 6'-5" NOTE:SEE DRAWING 3 OF 4 FOR ALLOWABLE POST SPANS FOR OTHER WIND REGIONS. PROJECT ADDRESS: PATIO/POOL SCREEN ENCLOSURES DRAWING I OF 5 j REVISIONS JICOUNTY:: DRAWING EFFECTIVE 1 JANUARY 2005 PERMIT NUMBER: PROJECT DESCRIPTION' . 0 (1� OCCUPANCY/USE TYPE: SINGLE FAMILY 3VI ! El MULTI-FAMILY INDUSTRIAL ❑ COMMERCIAL Cl OTHER: CERTIFICATION EXTENDS ONLY FOR THE SPAN TABLES SPECIFIED FOR THE STRUCTURAL SHAPES LISTFS YPICAL BRACING SCHEMATIC DETAILS FOR FULL MANSARD ROOF AND HALF MANSARD ROOF SCREEN ENCLOSURES I HOST STRUCTUREROOF PLAN ROOF PLAN ROOF PLAN ROOF PLAN ATTACHMENT(TYPICAL) VIEW VIEW VIEW VIEW WF PLAN 0v 3 3 3r. VIM IEkA AH3 a2BRACE 0 w YPICAQEND WALL 3 y ELEVATION END WALL ELEVATIONEND WALL :ND WALL CHAIR RAIL 2 x 2 BRACE ELEVATION :IEVATION POST (TYPICAL) END WALL FOUNDATION ELEVATION (TYPICAL) NOTE:2 x 2 SCREEN CHANNEL IS ACCEPTABLE TO FRAME DOOR JAMBS. ADD(1)K-BRACE OR(1)PAIR OF CABLES FOR EACH 300 SQUARE FEET OF SURFACE AREA. YPICAL BRACING SCHEMATIC DETAIL TYPICAL BRACING SCHEMATIC DETAILS FOR HIP ROOF SCREEN ENCLOSURES OR L-SHAPED HOST STRUCTURE HOST STRUCTURE HOST STRUCTURE ATTACHMENT(TYPICAL) ATTACHMENT(TYPICAL) ROOF PLAN GIRDER ROOF PLAN ROOF PLAN 99 VIEW BE VIEW 3 a VIEW y� ROOF PLAN ~ 2 x 2 BRACE � u! VIEW _ � ; < 2 x 2 BRACE 4 LL ELEVATION END WALL END WALL CHAIR RAIL END WALL ELEVATION ELEVATION POST 2 x 2 BRACE ELEVATION FOUNDATION FOUNDATIO6 (TYPICAL) (TYPICAL) (TYPICAL) TOTE:WALL BRACING REQUIRED WHEN SCREEN ENCLOSURE NOTE:2 x 2 SCREEN CHANNEL IS ACCEPTABLE TO FRAME DOOR JAMBS. X-MNDS MORE THAN 18'-0"FROM THE HOST STRUCTURE. ADD(1)K-BRACE OR(1)PAIR OF CABLES FOR EACH 3DO SQUARE FEET OF SURFACE AREA. ALLOWABLE SPANS FOR SCREEN ENCLOSURE FLAT ROOF BEAMS WITH WIND SPEED UP TO 150 M.P.H. BEAM SPACING 4'-ON 5'-ON 6'-O" 7'-ON 8' ON 1 NOTE:ALUMINUM BEAM ALLOY SHALL BE 6063-T6.PURLINS,ANGLES AND CHANNELS SELF-MATING BEAMS ALLOY SHALL BE 6063•T5.MINIMUM BENDING STRESS=15,000 PSI. 2 x 4 x 0.044 x 0,100 17'-3" 15'-5" 14'-6" 13'-10' 12'-1 O" MINIMUM THICKNESS=0.040 INCHES. 2x5x0.050xO.100 20'-3" 19'-0" 17'-6" 16'-0" 15'-0" 2 x 6 x 0,050 x 0.120 24'-4" 21'-9" 19'-10' 18'-4" 1 T-2" TYPICAL ALLOWABLE SPAN INCREASES 2 x 7 x 0.055 x 0.120 28'-6- 25'-6" 23'-6- 22'-ON 201-6" PERMITTED FOR SELF-MATING BEAMS 2 x 8 x 0.072 x 0.224 38'-6" 34'-6" 31'-5" 29'-1" 27'-3" 2 x 9 x 0.072 x 0.224 41'.8" 3T-3" 34'-0" 31'-61 291-6" ELEVATION 2 x 9 x 0.082 x 0.310 47'-4" 1 42'-4" 38'-7" 35'-9" 33'-5" SPAN 3PAN x 1.1 SPAN x 1.2 2 x 10 x 0.092 x 0.369 60'-0" 49'-3" 44'-11" 41'-7" 38'-11" NOTE:SEE DRAWING 4 FOR ALLOWABLE SPANS PER ROOF TYPE. SNAP EXTRUSIONS 2 x 2 x 0.044 x 0.044 10'-1" 9'-5" 8'-10" 8'-5" 8'-0" 2x3xO.045xO.045 13'-11" 12'-11" 11'-11" 11'-1" 10'-4" LL 1 TYPICAL SELF-MATING BEAM SIDE PLATE CONNECTION DETAIL PATIO/POOL SCREEN ENCLOSj�5�1 SELF-MATING BEAM PURLIN NOT SHOWN (1)08 SCREW AT DRAWIN 24"O.C.TOP AND 00 o BOTTOM REVISIONS O 00 O DRAWING EFFECTIVE 1 JANUARY 2005 0 0 0 00 O '` O O 3 O 6'MIN. ALUMINUM PLATE 0.125"THICK BOTH SIDES WITH 'x SCREWS INTO INTO EACH MEMBER BEING SPLICED. c NOTE: DETAIL APPLIES TO GABLE,HIP,DOME,AND MANSARD CONNECTIONS.PLATE MAY BE INTERNAL OR EXTERNAL.USE 0.125'THICK PLATE AND(12)1/4'SCREWS FOR 2 x 9.USE 0.25" THICK PLATE AND(16)1/4'SCREWS FOR 2 x 10. CERTIFICATION EXTENDS ONLY FOR THE SPAN TABLES SPECIFIED FOR THE STRUCTURAL SHAPES LISTED• LOWABLE SPANS FOR SCREEN ENCLOSURE POSTS FOR REGIONS WITH WIND SPEED UP TO 120 M.P.H. POST SPACING 4'-0" 5'-0" 6'-0" T-0" EXPOSURE CATEGORY B C B C B C B C B C F-MATING BEAMS 2 x 4 x 0.044 x 0.100 14'-7" 12'-6" 13'-0" 11'-2" 11'-11" 10'-2" 11'-0" 9'-5" 10'-3" 8'-10" 2 x 5 x 0.050 x 0.100 1T-1" 14'-8" 15'-4" 13'-1" 13'-11" 12-0" 12-11" 11'-1" 12'-1" 10'-4" 2 x 6 x 0.050 x 0,120 20'-6" 17'-7" 18'-4" 15'-9" 15-9" 14'-5" 15'-6' 13'-4" 14'-6" 12-5" 2x7x0.055x0.120 23'-2" 19'-10" 20'-8" 17'-9" 18'-11" 16'-3" 17'-6" 15'-0" 16'-4" 14'-0" 2 x 8 x 0.072 x 0.224 32'-7" 2T-8" 29'-1" 25'-0' 26-7" 22'-10" 24'-7" 21'-1" 23'-0" 19'-9" 2 x 9 x 0.072 x 0,224 35'-3" 30'-3" 31'-6" 27'-0" 28'-9" 24'-8" 26'-7" 22'-10" 24'-11" 21'-4" 2 x 9 x 0.082 x 0.310 40'-0" 32'-11" 1 35'-9" 30'-7" 32'-8" 28'-0" 30'-2" 25'-11" 28'-3" 24'-3" 2 x 10 x 0,092 x 0.369 46'-3" 37'-9" 1 41'-7" 35'-1" 38'-0" 32'-7" 35'-2" 30'-2" 32'-11" 28'-3" P EXTRUSIONS 2x2x0.044x0.044 7'-10" 6'-4" T-3" 5'-11" 6'-10" 6-6" 6'-6" 5'-3" 6'-2" 5'-0" 2x3x0.045x0.045 10'-9" 8'-9" 9'-11" 8'-1" 9'-4" T-7" 8'-11" T-3" 8'-6" 6'•11" 10WABLE SPANS FOR SCREEN ENCLOSURE POSTS FOR REGIONS WITH WIND SPEED UP TO 140 M.P.H. .F-MATING BEAMS 2 x 4 x 0.044 x 0.100 13'-7" 11'-4" 17-2" 10'-2" 11'-1" 9'-3" 10'-3" 8'-7" 9-7' 8'-0" 2 x 5 x 0.050 x 0.100 16'-(r 13'-4" 14'-4' 11'-11" 13'-1" 10'-11" 12'-1" 10'-1" 11'-4' 9'-5" 2 x 6 x 0.050 x 0.120 19-2" 16'-0' 17'-2" 14'-4" 15'-8" 13'-1" 14'-6" 12'-1" 13'-7" ll'-4"- 2 x 7 x 0.055 x 0.120 1'-4"2x7x0.055x0.120 21'-8" 18'-1" 19'-4" 16'-2" 17'-8" 14'-9" 1 16'-4" 13'-8" 1 15'-4" 12'-9" 2 x 8 x 0.072 x 0.224 30'-5" 25'-5' 27'-3" 22'-9" 24'-10" 20'-9" 23'-0" 19'-2" 21'-6" 17'-11" 2 x 9 x 0.072 x 0.224 32'-11" 27'-6" 29-6" 24'-7" 26'-11" 22'-5" 24'-11" 20'-9" 23'-3" 19'-5" 2 x 9 x 0.082 x 0.310 37'-5" 31'-2" 33'-5' 27'-11" 30'-6" 25'-5" 28'-3" 23'-7" 26'-5" 22'-0" 2 x 10 x 0.092 x 0.369 43'-6" 36'-3" 38'-11" 32'-5" 35'-6" 29'-7" 32'-11" 27'-5" 30'-9" 25'-8" AP EXTRUSIONS 2 x 2 x 0.044 x 0.044 8'-4" T-5" T-9" 6'-8" 7'-3" 6'-1" 6'-9" 5'-7" 6'-3" 5'-3" 2 x 3 x 0.045 x 0.045 11'-6" 9'-8" 10'-4" 8'-T 9'-5' 7'-10" 8'-9" T-3" 8'-2" 6'-10" )TE:ALUMINUM BEAM ALLOY SHALL BE 6063-T6.PURLINS,ANGLES AND CHANNELS ALLOY ,ALL BE 6063-TS.MIN BENDING STRESS=15,000 P.S.I.MIN THICKNESS=0.040 INCHES. b PATIO/POOL SCREEN ENCLOSURES DRAWING 3 OF 5 REVISIONS DRAWING EFFECTIVE 1 JANUARY 2005 w 9 c� CERTIFICATION EXTENDS ONLY FOR THE SPAN TABLES SPECIFIED FOR THE STRUCTURAL SHAPES LISTED. LOWABLE SPANS FOR SCREEN ENCLOSURE GABLE, HIP AND HALF MANSARD ROOF BEAMS-< 150 M.P.H. BEAM SPACING 4'-0" 5'-0" 6'-0" T-0" V-0- '-MATING BEAMS 2 x 4 x 0.044 x 0.100 18'-11" 16'-11" 15'-11" 15'-2" 14'=1' 2 x 5 x 0.050 x 0.100 22'-3" 20'-10" 19-3" 17'-T 16'-6" 2 x 6 x 0.050 x 0.120 26'-9" 23'-11" 21'-9" 20'-2" 18'-10" 2 x 7 x 0.055 x 0.120 31'-4" 28'-0" 25'-10" 24'-2" 22-6" 2 x 8 x 0.072 x 0.224 42'-4" 37'-11" 34'-6" 31'-11" 29-11" 2 x 9 x 0.072 x 0.224 45'.10" 40'.11 37'-4" 34'-7" 32'-5" NOTE:ALUMINUM BEAM ALLOY SHALL BE 6063-T6.PURLINS,ANGLES AND CHANNELS ALLOY 2 x 9 x 0.082 x 0.310 52'-0" 46'-6" 421.5" 39'-3" 36'-9' SHALL BE 6063•T5.MIN BENDING STRESS=15,000 P.S.1.MIN THICKNESS-0.010 INCHES, 2 x 10 x 0,092 x 0.369 55'-0" 54'-2" 49'-4" 45'-8" 42'-9" P EXTRUSIONS 2x2x0.044x0.044 10'-1" 1 9'-5" 1 8'-10" 8'-5" 8'-0" 2 x 3 x 0.045 x 0.0451 13'-11" 1 12'-11" 1 11'-11" 1 11'-1" 10'-4" SUPPORTING POST SHALL BE IDENTICAL TO THE BEAM SIZE OR ONE SIZE SMALLER TO ACHIEVE THE ADDITIONAL SPAN LENGTH, -LOWABLE SPANS FOR SCREEN ENCLOSURE DOME AND FULL MANSARD ROOF BEAMS- < = 150 M.P.H. f-MATING BEAMS 2x4x0.044x0.100 20'-8' 18'-6" 1T-4" 16'-7" 15'-4' 2 x 5 x 0.050 x 0.100 24'-3" 22'-9" 21'-0" 19'-2" 18'-0" 2 x 6 x 0.050 x 0.120 29'-2" 26-1" 23'-9" 22'-0" 20'-7" 2 x 7 x 0.055 x 0.120 34'-2" 30'-7' 28'-2" 26'-4" 24'-T 2 x 8 x 0.072 x 0.224 46'-2" 41'-4" 37'-8" 34'-10" 32'-8" 2 x 9 x 0.072 x 0.224 50'-0" 44'-8' 40--g- 37'-9" 35'-4' NOTE:ALUMINUM BEAM ALLOY SHALL BE 6063-T6.PURLINS,ANGLES AND CHANNELS ALLOY 2 x 9 x 0.082 x 0.310 56--g" 50'-9" 46'-3" 42'-10" 40'-1" SHALL BE MT5. MIN BENDING STRESS=1500 P.S.I. MIN THICKNESS=0.040 INCHES. 2 x 10 x 0.092 x 0.369 60'-0" 59'-1" 53'-10" 49'-10" 46'-8" AP EXTRUSIONS 2 x 2 x 0.044 x 0.044 10'-1" 9'-5" 1 8'-10" 8'-5" 8'-0" 2 x 3 x 0.045 x 0.045 13'-11" 12'-11" 1 11'-11" 11'-1" 10'-4" (E:SUPPORTING POST SHALL BE IDENTICAL TO THE BEAM SIZE OR ONE SIZE SMALLER TO ACHIEVE THE ADDITIONAL SPAN LENGTH. ANSOM WALL DETAIL SELF-MATING BEAM SLOPED OR FLAT U O 2x2!1x2 COMPOSITE S p SHAPE TOP AND BOTTOM p O O O xn "DST STRUCTURE 1 PER TABLE. PATIO/POOL SCREEN ENCLOSURES DRAWING 4 OF 5 CATION REVISIONS °` TER. WITIONS DRAWING EFFECTIVE 1 JANUARY 2005 w SED ON A SIZE. SCREW NG AT � O SUPER ' O GUTTER 1�p REINS AT p � v\ 1NNEL PRESSURE TREATED �\ a WS AT BLOCKING AT EACH NTO POST STRAP LOCATION TIER, CERTIFICATION EXTENDS ONLY FOR THE SPAN TABLES SPECIFIED FOR THE STRUCTURAL SHAPES LISTED. ALLOWABLE SPANS FOR CARRIER BEAM W/SOLID&SCREEN ROOF SOLID ROOF SPAN=8'-0" : EXP B : UP TO 150 M.P.H. SCREEN ROOF SPAN 20'-0" 24'.0" 28'-0" 32'-0" 36-0" 40'-0" SELF-MATING BEAM 2 x 6 x 0.050 x 0.120 11'-2" 10'-10" 10'-4" 9'-11" 9'-6" 9'-2" 2 x 7 x 0.055 x 0.120 12'-9" 12'-3" 11'-8" 11'-2" 10'-9" 10'-4" 2 x 8 x 0.072 x 0.224 16'-9" 16'-2' 15'-8" 15'-3" 14'-10" 14'-6" 2 x 9 x 0.072 x 0.224 18'-5" IT-9- 1T-2" 16'-8" 16'-3' 15'-9" 2 x 9 x 0.082 x 0.310 20'-0" 19'-4"-1 18'-8" 18'-2' IT-8* 1T-3" 2 x 10 x 0.092 x 0.369 22'-11" 1 221-2" 21'-5" 20'-10" 20'-3" 19'-9" SOLID ROOF SPAN=12'-0" : EXP B : UP TO 150 M.P.H. SELF-MATING BEAM 2 x 6 x 0.050 x 0.120 10'-4" 9-11" 9'-6" 9'-2" 8'-10" 8'-7" 2 x 7 x 0.055 x 0.120 11'-8" 11'-2' 10'-9' 10'-4" 10'-0" 9'-8" 2 x 8 x 0.072 x 0.224 15'-8' 15'-3' 14'-10" 14'-6" 14'-1" 13'-7" 2 x 9 x 0.072 x 0.224 1T-2" 18'-8" 16-3" 15'-9" 15'-2" 14'-9" 2 x 9 x 0.082 x 0.310 18'-8" 18'-2" 1T-8" 1T-3" 16-10' 16'-6" 2 x 10 x 0.092 x 0.369 21'-5" 20'-10' 20'-3" 19-9" 19-4' 18'-11" SOLID ROOF SPAN=16'-0" : EXP B : UP TO 150 M.P.H. SELF-MATING BEAM 2 x 6 x 0.050 x 0.120 9'-6" 9'-2" 8'-10" 8'-7" 8'-4" 8'-1" 2 x 7 x 0.055 x 0.120 10'-9" 10'-4" 10'-0" 9-8" 9-4" 9-1" 2 x 8 x 0.072 x 0.224 14'-10" 14'-6" 14'-1" 13'-7" 13'-2' 12'-10" 2 x 9 x 0.072 x 0.224 16'-3" 15'-9" 15'-2" 14'-9" 14'-3" 13'-10" 2x9x0.082x0.310 1T-8" 1T-3" 16-10" 16'-6" 16'-2" 15'-9" 2x10x0.092x0.369 20'-3" 19'-9" 19,-Wj 18'-11" 18'-6" 18'-2" NOTE:ALUMINUM BEAM ALLOY SHALL BE 6063-T6 WITH MINIMUM SENDING STRENGTH OF 15,000 PSI. �i q� s� S PATIO/POOL SCREEN ENCLOSURES DRAWING 5 OF 5 H REVISIONS _ DRAWING EFFECTIVE I JANUARY 2005 0 CERTIFICATION EXTENDS ONLY FOR THE SPAN TABLES SPECIFIED FOR THE STRUCTURAL SHAPES LISTED. e e CITY OF r��i�u�ctic �t'�ac! - �la,reda Mo SUM NOU MAD ATLANTIC W.ACH,nmmM1 32233-5445 TMAU M 0"247-ft" FAX("4)247-UN NOTICE TO: Plater Department FROM: Building Department DATE: 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 ,12 16Sincerely, Building Department Titg of Atlantic Nrac4 — Nloriba 0tvartment 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 b— Bldg. Permit No. Group = -=e Type Construction / Fire District <'it_, iiTit 1 CC�� � i Owner of Building t� SPX oiw2 -3 Address S. Bu+td�ng Addres Ct. yvLrocality Ktia 1L 1.t 8e Ti y �'L 3 3 E By: DON C. FORD Building Official Date: POST IN A CONSPICUOUS PLACE I\\ \ � � a . . � � caf lo \ � ± G « 0 � -. w � %� 2 y \\\ \ 0 7 \ \ D % \ O � S \ ` J Q 0CD pg2 Q) o &Z % 7 � r a r . ... � y 9 \# � . MAP SHOWING BOUNDARY SURVEY OF LOT //6 BLOCK -- AS SHOWN ON MAP OF ,94C,4 V,,q ZIAlAeSIVe 41IV17- 4? Ac R-ECC$RDE0, IN PLAT PL,(--)OK 47 PAGES $5.85 OF THE CURRENT PUBLIC RECORDS OF DUVAL CO, FLA. FOR. - NO TF-i SEARI :GS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. OV-7,F., -47 " .''.4./`415: (14F-e1; 4.,VO ,VffW:,q TV 1flt74.11%41f (WL16i5 r/',- v r,- /9,?9 R7f 0 1"'orlo Z VIC 1qq C-RIC,4�V AfoR7-6ACre C0., 4,P ,Drt-s-v4,er rlrL..= of-- dA-P(50A1v"-t-a,lA'c-- rL r-r7-, A414 L eR -d A44 17E-�Ale" 51,7417Wj 1"t,/'+/ ?9 5,457' i5�4,1 /7, 71, 50-00 , ---------- 57LWY -owlEz ILI IX6 A/1 iol 9 9,4 41 C9 V) oA J A4 LOA. zs-,� Z 5, C4941)q 7- SIT 04r AIA Y) U G 1 o 1995 1 J, CITE` OF Office of Building Official 6r 73 r'' REQUEST FOR INSPECTION root zP Date--7 Permit No. Time AM Received PM Job Address Locality Owner's Name _ Contractor��`Q�PZ E � CONCRETE ELECTRICAL <- PLUMBlE1_ G tv11= Footing Rough Wiring C Rough nd. & Re Rooting Slab Temp Poler_ Top Out Heating insulation is, Lintel Final Sewer _ Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. furs. Friday P.M. inspection b1adE ----P.M. �-� ea ficale of Occupant Date ----- --_- CITY OF Office of Building Official REQUEST FOR INSPECTION Date 7^ Permit No. Time f A.M. r Received ! P.M. /( 6 Job A ess Owner's� Name on or BUILDING CONCRETE EL TRICA PLUMBING MECHANICAL Framing _ Footing iring Rough a Air Cond. & ❑ Re Roofing Slab ❑ Temp Pole i__ Top Out ❑ Heating Insulation 7 Lintel Final Sewer Ll Fire Place Pre Fab READ�F6 14SPECTION Mon. Tues. {� Wed. Thurs. Friday /i�` _/ A.M. Inspection Made P.M. pector _ Final InspectiorL � Certificate of Occupancy E Date DATE:Z�----------- PRE-SERVICE ------___PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONtS) HAVE BEEN MADE AND ARE SATISFACTORY: --------------- !v� ------------------- l� -------------------------- ------' ------------------------------------------------- ------'------------------------------------------------- Enclosed are the blue copies of the permits. A SINCERELY, BUILDING INSPECTION DIVISION cc:FILE CITY OF J 4N&- 12 - tj Office of Building Official REQUEST FOR INSPECTION Date m Permit No. 1 �� • 1 Time A Received t� "F?M. pr —Job Address Locality Owner's �-- or < �= BUILDING GONGRETE �ELECT�RIC PLUMBING GAN! > Footing h C Air Cond.& Re Roofing Slab _ Temp Pole C Top Out >X Heating Insulation _ Lintel Final Sewer Fire Place X j Pre Fab READY FOR INSPECTION A.M. Mon. Tues. /7 Wed. Thurs, Friday PM. r A.M. Inspection Mads PM. 'r'spector _�—_-- �--- Final Inspection C Certificate of Occupancy Date CITY Ol= Office c# Building Official REQUEST FOR INSPECTION /000 Date Permit No. Time A.M Received _ M Job 6deqss ocalit , Owner's ^' — Name _ �—_ _ CaMtractor _ BUILDING ! CONCR TE ELECTRICAL PLUMBING MECHANICAL Framing _ Rough Wiring Rough =. Air Cond. & _ Re Roofing Slab Temp Pole Top Out Heating Insulatior, Lintel Final Sewer Fire Place ❑ Pre Fab READY F R iN�PECTiON A.M. Mon. Tues, Wed. Thurs. Friday 111111111111011111111111101 , A ! A.M. Inspectior,Mads inspector ____ Final Inspection tOWtificate of Occupancy i Date aU-,:;; ` � aPeLN / � seal e nsul sxralp1Z`�''�� io Eu, JAOO i� sou°N P„Mp u saOd qoC a°bue titieaH a,°a —aie0 omo ao o.. AO F �.i a" � a�,' rti r f1vi�{• f_ �, c,oc,d.& pane+Pd �/ Co traotar ?t,�f�5t3f``� Ne Piao£ N i GPS pou9r rs,e ab Pddses5 � _-� �C�rf '(cP�at Pre F FN` eT N� ove Friday' �y fi r'e' fry � apirt9. L' R �ded fr � , otro Fre Noo{rn9 IN ��u\at or Fie �o ���� Geit�Stoate Q{ �.-- �/' Mpe / ade ,rr=Peso. CITY OF 4 4 /S - Office of Building Official REQUEST FOR INSPECTION Permit No. Time Received Job Addr s �Locafity Owner's Name .__, Contractor BUILDING CONCRETE ELECTRICAL PLUMBING-) MECHANICAL Framing _ Footing _ Rough Wiring Air Cond. & Re Roofing Slab L-1 Temp Pole C Top Out Heating Insulation Lintel Final C Sewer Fire Place " `- Pre Fab READY FOR INSPECTIO LV-7664u, . M Tues. Wed. Thurs. Friday �^ &M. I Inspection Made Inspector____ mal Inspection Certificate of Occupancy Date CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address Date 2i Heated Square Footage /�✓� @ $ �5 per sq ft = Garage per sq ft = Carport/Porch �@ $ per sq ft = $ Peek !✓ � _@ $ �� °J per sq ft = $ Patio �/ _@ $ 9 DU per sq ft = $ QU TOTAL VALUATION: $ 98, E g a $ o Total Valuation lst $ 56,006 Remaining Value $y. per thousand or portion thereof TOTAL BUILDING FEE $ 5 r>o + 1/2 Filing Fee $_ 72.s -po ( �) Fireplaces @ $15 . 00 $ / s' BUILDING PERMIT FEE $ cja 00 WATER IMPACT FEE $ 30.0 v SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT y SEWER TAP $ ( A-yl) RADON (HRS) .0050 $ -7,t; yi SECTION H PAVING ( ) $ HYDRAULIC SHARES $ / CROSS CONNECTION $ OTH R SURCHARGE . 0050 $ -7_c4 2 p GRAND TOTAL DUE $ , pj 3 ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ;SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: x. 100fi2 090*r M NT OF B O N CITY OF ATL.ANTIG BEACH 77 PERMIT INFORMATIONOTION: ��IP`p�A' ,1d�N .. Perm t 'N?,Obe r: 10'0' Add ' LIRKS.I VE f_`OVRT 'NORTH~_ `3" . IM1 MSII D A'1`I A �'1° i BEACH, FLORIDA 32251 Class ooro: NEW °o wa TypWOOD FRAM Lot S I'hE , FA . L mr. ti' 5 :00 Toto l Area 1, so q�ttyy tAM WWF, }° "v y+y��}}� y+�^�y�+.1y� +� �1}} �ppp�tt A °� D .J,-OUP N A MAC " 40 ' 0 . 4f p . &� : , pr,, ` { CSA ` k ' .� � 5O >�iO - 1A GAS Name J ,R� o,.F s., A x 51 ' R00' �. ACILL ` Ai" 2 .1+ CROSCONNECT ION $1 .00 _ 1 SgC, H 'XPAC" FSE 01 ,SLttCHARtE S_ U >NOTES: ' f. ii NOTICE=-ALL CONCRETE i*t RMS 1WD FOOTINQS MUST 8E 1140PECrED BEFORE POURING PERMITV6j SIX MONTHS AFTER DATE#SSUE is BUILONG MATERIAL.,RUBBISH AND D KRIS FAQM,THIS WORK MUST NOT t1,PLAC1*O,IN;.PUBL#-'SPACE 'AND MUST BE CLEARED UP AND HAULED BY EITHER CONTRACTOR 0A OWNER IN XUAE"TO COMP ROP 0"04P�OMGTWICE F00 N F", ISSLIE#7 ACCORDING TO APPROVED-PLANSVIMHICH ARE PANT'OFTHIS.PERMIT AW SU{. CTTO REVOCATION FC)R. TO A"C#ON OF APF IC 1Rl l=P# 01#151ON S CSI*LA1 f ATLANTI ITIO BEACH,BUIi,DIN gEPAARTMENT twoW1 1 f1tk _*4.50+14 �y�) 0 3=ON" " VNI v. ¢ 3 _.r,._..__ ,..�...,_.�..._.,. .,...x„..,3Jsksf ^a :irx, 4sx t,• _ tx t—_. ©EaMENBWL©iNG �r© ITY OF ATLANTIC B A H . :,. .. PEWIt INrORNATIOR' Lot TI{elf 11 0ORMT1611' - _. ---- P rani t' Type,. kW'AAI�TCA � �`���"� BRACH, �Ld �STA � � Cis of W o-rk v NEW cA tSCRPT ION .�.. ... .._.. Sec eztP CD R� Lca 3j erz: ' S i C L Tpvns p;. RCS 0 oos04 Ole: Lowe Cade w S�abd Ba a o BI VL VA �� IDE Improv", Cost �r $.47 6:0 0 I low , � � ��.���� .:,�� P41CT 0N FEES xS PI x $47,00 Addy o I D { u PER 4 r C :" '" LO x ' : t gid aA, `TAI' $0,00, 1 R " w N ( ?lA3R CAS . .......... ....... SQ . + iZ 6.a . se .. aea... "n'' arayre V B A ? S k9 TO 0.00 � A ` 1L r ISL 322,57 CROSS �01ONNECT t 40 "60 r o ,T TA,"BCS. NCYTES:' NOTICE,—. -ALL CONCRETE F )i31IA$AMp FgQ7INGS MUST -1VBPCTf BEFORE PQURtIVQ PER VOIQ SIX MONTHS AFTEf3ATI OF ISSUE BUILDING IVCA tkAL, RUBBISH AM#C1 DEBRIS,FI3OMTHIS WORK MUST,NOT.BE`PLACED 4N PUBLIC SPACE,AND MUST BE CLEAREb UP ANA HAULED AWAY BY E[THE * CQI+IfiRACTOR OR QU IVER 4`FALL�U Ta �.Y I H TSE MECHA :CAN RESULT IN 'H Rt P , "Y OWN # t C TW, C3 #TH � J DING MPR INT ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART'OF tHIB PEA r AI+CIa sutyECT T'O REVOCATION FOR VIOU0.TION OF`A PLICASI=I E R t IBIgNS 1F I AW. 'AMANT C BEACH,BUILDING DEPARTMENT', 1 Wt,1* 14 s f BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC OEACH. FLORIDA 32333 APPLICATION FOR MECHANICAL- PERMIT C%1t L.IN NUMBER IMPORTANT — Applicant to complete all items in sections 1. II.,III• and IV. LOCATION Street Address: 1665 L INKS I DE COURT NORTH OF intersecting slreolu telweea A T I A N T I r 6 I �j 1) And S E M I N 0 L E ROAD WILDING su6•divition_I.,Q,T 1 1 fi S,F 1 111 A 1 T N K� i fl F 11. IDENTIFICATION ---To be completed by all applicants In consideration of permit given for doing the wort as doscribod in the abcre ttetement we heisby agree to Clem uid -o•& •• a::: �e•tr with the ottschpd pleas and specificalions which am a part he(eol and in accordance with the CAV of Jaclson•;I'e ord•^axes e•a of good practice 141od therein. Name of Mtchanical Coabactor► coalrect« (►►int) MANDARIN HEAT & AIR M•It•r CACA12623 Name of Property Owner 3 Sifnalura of Oraer signature of w ArrHerked Agent Archilect or Engineer 1111. Gf BLAL INFORMATION A. Typo of bating fuel: 8• If OTHER CONSTRUCTION ICING DON[ON becN+c THIS WILDING OR SIT[T Y E S ❑ GOO*—O tl Q Natural ❑ Cental Utility IF YES. GIVE NUTASER OF CONSTRUCTION O Oi PERMIT 10026 O Otbr — Specify IV. WICi{MICAL EpUI►hAiMT TO to INSTAUAD NATURE OF WORK (Pmvisle complete IW of compoeeak os batt ofthis ``leml Residontial or I 1 Commercial 13�— Neat 0 Space 13ftRecessed ao" Alral O flow `New Building P✓✓Air Conddioaiev ❑ Room J• Control ❑ Existing Building j 1 Orct Systems Meyer;aI N, a i llictan l• I /z ❑,(�,Replacement of existing system / Masimum capacity 1 2 n Q edra. 14-Now Installation(No syatem preylously installed) ❑ Refrigoratioe ❑ Extension or add-on to existing system ❑ Cooliaq tower: Capacity ti P ❑ Other — Specify 0 Fire sprinUen: Numbor of bad 'r O Elevator, O MaaRft Q Escalafor taumbed THIS SPACE FOR OFFICE USE ONLY O Gewii/e puma+ (number) tR•++1,06+d1 0 Teak, (Aumba) Remarks O 1%coafafaen.r (aember) ❑ UsAmd pnsslrre rr«el 0 Sealers ►ernnit Approved by Oar ❑ Cather--Swify Permit Few LIST ALL EQUIPMENT AM CONDIIIONINO AND REFRIGERATION EQUIPMENT Ca�cl Number Vast■ Deseripuou ]nodal Number 0401 taatlwVX r ( )Y Ap'P 21 �w-7 �7' CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION• Lnk 6 1 V (j3-c7i OWNER OF PROPERTY: BUILDING CONTRACTOR: P4_" PLUMBING CONTRACTOR AND ADDRESS: Uri TELEPHONE NUMBER: '"'" oc�no STATE LICENSE NO: 409 TYPE OF BUILDING: TYPE OF WORK: HOW MANY OF THE FOLLOWING FI RES INSTALLED SINKS _ SHOWERS _LAVATORY I WATER HEATERS _ BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER c l-i TOTAL FIXTURE COUNT: x $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) 247-5825 Ir0)"1 b ti4 R'yi i `reffT 0� +.. i F F 7 , CIvyR6T 1"11*EN4F�3tlIL:0f OO OOQi100 4 0t 7`0'" ,c BEACw e A r3r t e : 10C;2 *ddr0 1 * ���! �� ��� C4t3R�' R�1�TH t� i 1 : . ' U L "tea * �i .ZRACH LOR IDA 322,143 WA c . WOOD" FIRM ' ot L :� 116 816,0s' .` Section:' ft6vos*a vte a 'S1)( Lz' I;, own-ah Ria a Cl Dvol 1 in a ' 1 codoSubdi, v3: ph;"t-ELVA LI KSID EI~f;rs►atd V*lues9845.+ 1 y Tofit� 48 Asea ' 02831",48 4 415- ER 1, S, APPLICATION'f28 N'k5. �:E "�"W, dpi •,'�."�w w.+�fR we Iii 76iv, V, TH IMPACT FEZ 10. Ott . . -(MA-11..fit.S t7 �93. R RAS CAB % ! . ST � XPROVE. $326.00 * LLE P+L X2 5 C t l6$ CONNECT�41Y I$35.13Q Lid =34 T rge�'; R Ilwl + " SEE Q .00 . aRAROZ $7 42 r k t11116�1�E4Slp� is NOT4C r..'ALL GONCRETE FORMS AND FOOT[ GS MUST B IPtT3EI` I P(�UR1NG 2slyi 29', PERM T ValQ SIX MONTHS AF i E��'ISUE:'- 00 DINt MATERIAL; RUBBISH AND t?EE3RIS I^HC}M THIS WORK,M " %BE PLACE©"IN PUBLIC SPACE,AND MUST� '•, RED,UP AND HAULED AWAY BY EITH R, CONTRACTOR 08 a " LURA T CQI IP ,Y W T`H T #E "ECHA L: N L;r �;:+CAN le T' IN Tt�E PRQI # TY4Y1# 'ITUU' C FL.QN iRaYENTS" •.., MAC TaA 'PROVVED PLANS WI'lCH ARE PART OF � `PERMIT ANIS SUBJECT TC7 RE1/QCATI,ON FQR '}`ION al=APPLICABLE PRaVISIGIVS QF LAW: ATLANTIC BE TM EN I t h hex fi1��iI Int 2 " " s k, ' "�? � ��,.,.,.};.. i,>�`t'�?,�`€t7a''�'�t6�.�uii .i+➢°?;zt,Y�'9.s#a,,,.f,... .. .. I CITY OF ?ROP£RTY .DESCRIPTION r 1a4lfG �eacls - 1�Eozcda 716OCCAN BOUtEVARD .ot 0_i L __Block I__—----Section I_o� P.O.BOX 25 NPR 121995 ATLANTIC BEACH.FLORIDA 32233 TELEPHONE(LOU 249-2195 subdiviaion:---���4`-�I n (c��---------- Building and Zoning itreet Heme nj DESCRIPTION OF WORK sr Addresss_l�ja�__ L'1 �_1..��_5.►T:�Y_ If in a FLOOD HAZARD 'lood Zones___„_____,--area complete page 3. Brief Descriptions Class of Works (Now/Remodel/Addition)_ MNING INFORMATION Type of Constructions ► '� Y _ A r►nPS :oningProposed dstrict s -z-L-Use s Estimated Value $__LL,z_Lk_7________ :xceptions or Kator I*IUI Q,�„ _� ��0 ariances Granteds,�____�_-_��.._...,_ Solid or �...------------------ .._..._-_----_ Filled G Ground 1U NRoot s OWNER INFORMATION Method of Hastings__1C1 J Property Owners _ _ .��.�� -•�s�-=� ----------- Phone ---- Mailing �.:..5 r,JcZScb�?k�.v `Cc.._ :.........-�_ �...__�-...�.... Zips 3 a a i ------- CONTRACTOR INFORMATION Contractors_ � �4+- ----------------- Phone I ag�2_� •S�_ Mailing _ Address s � vi��_t ItZips �...-------------- --_ _3_ l `c-------- -,-� Expiration License Numbers----------------------------------------- Dates I ""toy CERTIrT TWAT 109AWR *CAD AND EXANIWEO TWIS APPLICATION AND KNOW YHE 1AMt TO Be TRUC AND CORRCCT. ALL PROVISIONS Or TUk LAMS AND ORDINANCES GOVERNING THIS TYPE OF WORK vitt A[ CONPLIEO WITN. MNCTNCN SPtcIFIED NtRCIN OR NOT. THC GRANTING Or A PERMIT DOCS NOT ►RC^.URE TO OIVC AUTHORITY TO VIOLATC ON CAHCtL THE PROVISIONS OF ANY FEDERAL. STATE OR LOCAL RULE. NWOULATIG"S.. ONOINANCES. OR LAMS IN ANY MANNER. INCLUDING THE GOVERNING OP CONSTRUCTION OR TNC ,�• . PCOVORIIANGC OF CONSTRUCTION OF THE PROJECT. I UNDERSTAND THAT THE ISSUANCE OP THIS P[Rn-T I+ CONTINOENT UPON THE ABOVE INlORNATION BEING TRUC AND CONRCCT AND THAT THE PLANS ANO SUPPORT:0C eJ � •� DATA HAVE BEEN OR SHALL- at PROVIDED AS REOUIRCO. '4.t. ° 4 �� Ovner Signature rd __ -----------Data__ [ Th__ Contrectox• Signature- ___ _ --------D.t�_ a 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 CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE .SINK TRAP STAND WATER CLOSET, LAVATORY 6 BATH (8) TUB OR SHOWER STALL (6) 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 DOMESTIC (2) LAUNDRY TRAY (2) _LAVATORY (1) COMBINATION SINK AND TRAY (3) ___Z__WASHING MACHINE (3) POT, SCULLERY SINK (4) ___,�_rDISHWASHER (2) 'W FAUCETS SINK EACH SET OF FAUCETS (2) _KITCHEN SINK (2) ' DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE "'fDENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET ( ) RINAL STALL, WASHOUT (4) BLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) /URINAL. PEDESTAL, SYPHON JET �RINKING FOUNTAIN (1/2) BLOWOUT (2) �LAVATORY, BARBER/BEAUTY J ICE MAKER (1/2) SHOP (2) T SURGEONS SINK (3) ZLAVATORY, SURGEONS (2) �ACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS-,Z-y � $20.00 EACH JOB INFORMATION K, FLOODPLAIN DEVCL.OPMENT INFORMATION Type of Devalopments---- ----------------------___--------- Flood Required Lowest Floor Elevations If building Is located Within a flood hazard zone, a survey rust be Made AFTER THE SLAB HAS BQEH POURED, certifying that the LOWEST FLOOR ELEVATIOM 1s equal to or above the base flood elevation established for that zone. No final inspection will be ioade and no oertitioate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS s Applicant Acknowledgaswnts I understand that the issuance of this permit is oontiaapent upon the . above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance Ho. 23-7-11 and all other laws or ordinances affecting the proposed development. Date6 �?�___Applicant's Signature-.. __ ., __ ------ ------------------------------------------- ------- Department Use R4quired Lowest Floor Elevation —___________ Ash Built Lowest Floor Elevation ----------------- Survey ____ ___ __ _Survey Filed with Building Department ----------- --------------------------- __________ ------------------------------------ Building Department Rvpr4r-santativa . page 3 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: 116 SL 2 BUILDER: CENTEX AND ADDRESS: 1665 LINKSIDE COURT 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. 1647 .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 170.00sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 169.00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11.00, 995.00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11 .00, 197.00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30 .00 , 1658.00sgft 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: 0.90 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17 .Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 97.42 a. Total As-Built points 19a. 28939.75 b. Total Base points 19b. 29706.04 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 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: Ccompliance 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: C wu�k aQ -) BUILDING OFFICIAL: 4,1 DATE: 4 -(p-9 j DATE: ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 97 .4 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 --------------------------------------X-- j The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . .Double Clear I -------------X------- I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 1 --------------------X1 R-0 R-7 Wall R-Value. . . . . . . . . 11.0 1 --------------------X1 R-0 R-19 Floor R-Value. . . . . . . . . 0.0 iX-------------------- � AIR CONDITIONER. . . . . . . . . . . . . 10.0 SEER 17 .0 SEER. . . . . . . . . . . . . . . . . . . . . . 10.0 ( X-------------------- I HEATING SYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 6.8 + X--------------------I WATER HEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.90 ( ----X----------------1 0.54 0.90 GasEF. . . . . . . . . . . . . . 0.00 1--------------------- 1 0.40 0.80 SolarEF. . . . . . . . . . . . . . I --------------------- ) OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: Signature: Date: y- 5 City/Z ic-44 ate+ 3 z-z/ L Florida rgy 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 : 116 SL 2 ADDRESS : 1665 LINKSIDE CT N CITY :ATLANTIC BEACH, FL 32233 OWNER :CENTEX BUILDER :CENTEX Conditioned Floor Area : 1647 SF * Climatic Conditions & Design Conditions ---------------------------------------------------------------------------- Geographical Location : Florida I Jacksonville ---------------------------------------------------------------------------- North Latitude / Elevation 30 Deg. / 24 Ft. Above Sea Level Outdoor Winter Dry Bulb 32 Deg. F Indoor Winter Dry Bulb 70 Deg. F Winter (Actual) Temp.Diff. 38 Deg. F Winter Temp. Diff. (wTd) 40 Deg. F Outdoor Summer Dry Bulb 94 Deg. F Outdoor Summer Wet Bulb 77 Deg. F Outdoor Summer Humidity Ratio 114 Indoor Summer Relaltive Humidity 50% Indoor Summer Design Grains / Lb. 49 Indoor Summer Dry Bulb 75 Deg. F Indoor Summer Wet Bulb 62 .3 Deg. F @ 64 Gr/Lb Summer Daily Range 19 Deg. F - L Summer (Actual) Temp.Diff. 19 Deg. F Summer (User Sel) Temp.Diff. (sTd) 20 Deg. F ---------------------------------------------------------------------------- * HEATING SUMMARY * * COOLING SUMMARY * ------------------------------------------------------------------- SUBTOTAL 23620.60 STRUCTURE SENSIBLE 11671.22 MECH.VENT- 200 Cfm 4180.00 SENS. + MECH.VENT : 15851.22 TEMP.SWING @ 3 DEG. : 1.00 OCCUPANT/APPLIANCE 3000.00 DUCT LOSS 1181.03 DUCT GAIN 1885. 12 TOTAL LOSS/BTUH 24801 .63 TOTAL SENSIBLE 20736.34 TOTAL LATENT 12557. 11 -------------------------------------------------------------------- 20% OVERSIZE FACTOR 4960.33 20% SENS.OVRSZE FTR: 4147.27 ACTUAL + 20% OVERSIZE: 29761.96 ISENS. + 20% OVERSIZE: 24883.61 -------------------------------------------------------------------- * 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 15.00 435.00 690.00 West Double Clr Drapes/Blinds 1 12 .00 348 .00 552.00 West Double Clr Drapes/Blinds 1 12 .00 348.00 552 .00 North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00 North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00 North Double Clr Drapes/Blinds 1 20.00 580.00 320.00 North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00 North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00 South Double Clr Drapes/Blinds 1 24 .00 696.00 600.00 Infiltration : Winter Htm ( 28.5 ) x 170.00 4845.00 Infiltration : Summer Htm ( 6.92 ) x 170.00 1176.4 .00 --------- --------- --------- Window Frame : Metal SUBTOTALS: 170.00 9775.00 5732.40 R-Value Area Loss/Btuh Gain/Btuh WA L L S---------------------------------------------------------------------- Wood Stud - Ext. 11 995.00 3582 .00 2487.50 Wood Stud - Adj. 11 197 .00 709.20 334 .90 --------- --------- --------- SUBTOTALS: 1192 .00 4291.20 2822.40 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( 28.5 ) x 39.80 1134 .3 Infiltration :Summer Htm( 6.92 ) x 39.80 275.42 --------- --------- --------- SUBTOTALS: 39.80 1923 .36 463.58 CE I L I N G S---------------------------------------------------------------- Under Attic 30 1493.00 1940.90 2388.80 Under Attic 30 165.00 214 .50 264 .00 SUBTOTALS: 1658.00 2155.40 2652 .80 FL 0 0 R S-------------------------------------------------------------------- Slab on Grade 0 169.00 Lin.Ft. 5475.60 000.00 * TOTAL STRUCTURE SENSIBLE * ------------------------------------------------------------------------------- 23620.60 18851.22 ------------------------------------------------------------------------------- tUr . __ CITY OF ATLANTIC BEACH, FLORIDA APProwdby APPLICATION FOR ELECTRICAL RERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:,.... 19-&me IMPORTANT NOTICE: , IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: MASTE13 EtEgTFIICI �^N SIgNA RE A&i/r If, /' JQURNEYMAN NAME,. �% A . e ,_.ADDRESS:44iE> !J/yj BLDG.SIZE BETWEEN: RES.,W APT.( I COMM.( ) PUBLIC,( ) INDUS.I 1 NEW OLD ( 1 REW.( 1 ADDITION( ) TRAILER ( ) TEMP.( ) SIGNS ( 1 SO. FT. SERVICE: NEW W INCREASE( 1 REPAIR ( 1 FEE CONDUCTOR SIZE AMPS < - v COPPER I I ALUM .q MTCH OR BREAKER AMPS PH 13 W VO RACEWAY EXIST.SERV.SIZE AMPS PH I. W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31000 AMPS. SWITCHES INCANDESCENT FLUORESCENT d M.V. FIXED 0.100 AMPS. I OV[R APPLIANCES I I I BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PNS NO. 111•P. VOLTAGE PNS ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 97 .4 DCA Form 60OA-93 or Form 60OB-93 0 10 20 30 40 50 60 70 80 90 100 --------------------------------------X-- j 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 --------------------X1 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 HEATING SYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 6.8 IX-------------------- I WATER HEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.90 1 ----X---------------- ) 0.54 0.90 Gas EF. . . . . . . . . . . . . . 0.00 1 --------------------- 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: (,(,kj���t �,��j. .S , Signature: Date: City/Zz- z-i L Florida rgy 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: 116 SL 2 BUILDER: CENTEX AND ADDRESS: 1665 LINKSIDE COURT PERMITTING 1CLIMATE ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 31_I OWNER: CENTEX PERMIT N0. JURISDICTION NO.261100 CK 1. New construction or addition 1. New Construction 2 . Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3. 0 4 . If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq. ft. ) 5. 1647 .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 170.00sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0 .00 , 169.00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11 .00, 995.00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) lOb-2 R=11.00, 197 .00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) 11a.R=30.00 , 1658.00sgft 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: 0.90 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17 .Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19 . 97 .42 a. Total As-Built points 19a. 28939.75 b. Total Base points 19b. 29706.04 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: compliance in accordance with Section DATE: q-(,• 47 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL: DATE: L(- (I - S 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: 116 SL 2 BUILDER: CENTEX AND ADDRESS: 1665 LINKSIDE COURT PERMITTING ICLIMATE 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. 1647 .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 170.00sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 169.00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11 .00, 995 .00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) lOb-2 R=11.00, 197 .00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 1658.00sgft 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: 0.90 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17 .Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 97 .42 a. Total As-Built points 19a. 28939.75 b. Total Base points 19b. 29706.04 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: compliance in accordance with Section DATE: q-G_Q c 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: C 0.A BUILDING OFFICIAL: _ DATE: Y,_G. 9 DATE: �, ******************************************************************************* SUMMER CALCULATIONS ******************************************************************************* BASE ___ __= AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS ( TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------------------------------------------------------------- N 92 .00 65.8 6053.6 DBL CLR N 18.0 38.3 .94 648.0 DBL CLR N 18.0 38 . 3 .94 648.0 DBL CLR N 20.0 38.3 .94 720.0 DBL CLR N 18.0 38.3 .94 648.0 DBL CLR N 18 .0 38.3 .94 648.0 S 24 .00 65 .8 1579.2 DBL CLR S 24 .0 66.2 .91 1445.8 W 54 .00 65 .8 3553.2 DBL CLR W 15 .0 79.7 .95 1135.7 DBL CLR W 15.0 79.7 .95 1135.7 DBL CLR W 12 .0 79.7 .95 908.6 DBL CLR W 12 .0 79.7 .95 908.6 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1,647 .00 170.00 1.453 11, 186.00 16,255.89 ( 8,846.60 NON GLASS------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 995.0 .9 895 .5 Ext Wood Frame 11.0 995.0 1.70 1691.5 Adj 197 .0 .7 137 .9 Adj Wood Frame 11.0 197 .0 .70 137 .9 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 1507 .0 . 6 904 .2 Under Attic 30.0 1493.0 .60 895.8 Under Attic 30.0 165.0 .60 99.0 FLOORS--------------- Slb 169 .0 -37 .0 -6253.0 Slab-on-Grade .0 169 .0 -41.20 -6962 .8 INFILTRATION--------- 1647 .0 8.0 13176.0 Practice #2 1647 .0 8.00 13176.0 TOTAL SUMMER POINTS 25,289 .71 18,015.22 TOTAL x SYSTEM = COOLING ( TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 25,289.71 .37 9, 357 . 19 1 18,015.22 1.00 1. 100 .340 .860 5,794 .42 WINTER CALCULATIONS ******************************************************************************* BASE ___ __= AS-BUILT GLASS---------------- ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------------------------------------------------------------- N 92 .00 -10.6 -975.2 DBL CLR N 18.0 7 . 3 1.09 143.2 DBL CLR N 18.0 7 .3 1.09 143.2 DBL CLR N 20.0 7 .3 1.09 159. 1 DBL CLR N 18.0 7 .3 1.09 143.2 DBL CLR N 18 .0 7 . 3 1.09 143.2 S 24 .00 -10.6 -254 .4 DBL CLR S 24 .0 -28.4 .96 -654 .3 W 54 .00 -10.6 -572 .4 DBL CLR W 15.0 -9.2 .85 -117 .3 DBL CLR W 15.0 -9.2 .85 -117 .3 DBL CLR W 12 .0 -9.2 .85 -93.8 DBL CLR W 12 .0 -9.2 .85 -93.8 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS --------------------------------------------------------------- ------------- . 15 1,647 .00 170.00 1.453 -1,802 .00 -2,618.73 -344 .57 NON GLASS------------ AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 995. 0 2 .2 2189.0 Ext Wood Frame 11.0 995.0 3.70 3681.5 Adj 197 .0 3 .6 709.2 Adj Wood Frame 11 .0 197 .0 3.60 709.2 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 1507 . 0 1.2 1808.4 Under Attic 30.0 1493.0 1.20 1791.6 Under Attic 30 .0 165.0 1.20 198.0 FLOORS--------------- Slb 169 .0 8.9 1504 . 1 Slab-on-Grade .0 169.0 18.80 3177 .2 INFILTRATION--------- 1647 .0 7 .4 12187 .8 Practice #2 1647 .0 7 .40 12187 .8 TOTAL WINTER POINTS 16,254 .27 21,793.33 TOTAL x SYSTEM = HEATING ( TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 16,254 .27 .55 8,939.85 1 21,793.33 1.00 1. 100 .500 1.000 11,986.33 ******************************************************************************* WATER HEATING ******************************************************************************* BASE __= I =_= AS-BUILT NUM OF x MULT = TOTAL I TANK VOLUME EF TANK x MULT x CREDIT TOTAL BEDRMS RATIO MULT ------------------------------------------------------------------------------- 3 3803.0 11,409.00 40 .90 1.000 3719.7 1.00 11, 159.00 ******************************************************************************* SUMMARY ******************************************************************************* BASE ___ ( __= AS-BUILT COOLING HEATING HOT WATER TOTAL I COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 9357 .2 8939.8 11409.0 29,706.04 5794 .4 11986. 3 11159.0 28,939.75 ***************** * EPI = 97 .42 ***************** ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 97 .4 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------- ) INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 1 --------------------X1 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 (X-------------------- ) HEATINGSYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 6.8 IX-------------------- I WATERHEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.90 1 ----X---------------- 1 0 .54 0.90 Gas EF. . . . . . . . . . . . . . 0.00 1 --------------------- 1 0.40 0.80 Solar EF. . . . . . . . . . . . . . I --------------------- I OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: Signature: C1J FQ Date: City/Zip ?2-z/ Florida E ergy 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 : 116 SL 2 ADDRESS : 1665 LINKSIDE CT N CITY :ATLANTIC BEACH, FL 32233 OWNER :CENTEX BUILDER :CENTEX Conditioned Floor Area : 1647 SF * Climatic Conditions & Design Conditions ---------------------------------------------------------------------------- Geographical Location : Florida I Jacksonville ---------------------------------------------------------------------------- North Latitude / Elevation 30 Deg. / 24 Ft. Above Sea Level Outdoor Winter Dry Bulb 32 Deg. F Indoor Winter Dry Bulb 70 Deg. F Winter (Actual) Temp.Diff. 38 Deg. F Winter Temp. Diff. (wTd) 40 Deg. F Outdoor Summer Dry Bulb 94 Deg. F Outdoor Summer Wet Bulb 77 Deg. F Outdoor Summer Humidity Ratio 114 Indoor Summer Relaltive Humidity 50% Indoor Summer Design Grains / Lb. 49 Indoor Summer Dry Bulb 75 Deg. F Indoor Summer Wet Bulb 62 .3 Deg. F @ 64 Gr/Lb Summer Daily Range 19 Deg. F - L Summer (Actual) Temp.Diff. 19 Deg. F Summer (User Sel) Temp.Diff. (sTd) 20 Deg. F ---------------------------------------------------------------------------- * HEATING SUMMARY * * COOLING SUMMARY * ------------------------------------------------------------------- SUBTOTAL 23620.60 STRUCTURE SENSIBLE 11671.22 MECH.VENT- 200 Cfm 4180.00 SENS. + MECH.VENT : 15851.22 TEMP.SWING @ 3 DEG. : 1.00 OCCUPANT/APPLIANCE 3000.00 DUCT LOSS 1181.03 DUCT GAIN 1885. 12 TOTAL LOSS/BTUH 24801.63 TOTAL SENSIBLE 20736.34 TOTAL LATENT 12557 . 11 -------------------------------------------------------------------- 20% OVERSIZE FACTOR 4960.33 20% SENS.OVRSZE FTR: 4147 .27 ACTUAL + 20% OVERSIZE: 29761.96 ISENS. + 20% OVERSIZE: 24883.61 -------------------------------------------------------------------- * 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 15.00 435.00 690.00 West Double Clr Drapes/Blinds 1 12 .00 348.00 552.00 West Double Clr Drapes/Blinds 1 12 .00 348.00 552.00 North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00 North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00 North Double Clr Drapes/Blinds 1 20.00 580.00 320.00 North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00 North Double Clr Drapes/Blinds 1 18.00 522.00 288.00 South Double Clr Drapes/Blinds 1 24 .00 696.00 600.00 Infiltration : Winter Htm ( 28 .5 ) x 170.00 4845 .00 Infiltration : Summer Htm ( 6.92 ) x 170.00 1176.4 .00 --------- --------- --------- Window Frame : Metal SUBTOTALS: 170.00 9775.00 5732 .40 R-Value Area Loss/Btuh Gain/Btuh WA L L S---------------------------------------------------------------------- Wood Stud - Ext. 11 995.00 3582 .00 2487.50 Wood Stud - Adj . 11 197 .00 709.20 334 .90 --------- --------- --------- SUBTOTALS: 1192 .00 4291.20 2822.40 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( 28 .5 ) x 39.80 1134 .3 Infiltration :Summer Htm( 6.92 ) x 39.80 275.42 --------- --------- --------- SUBTOTALS: 39 .80 1923.36 463.58 CE I L I N G S---------------------------------------------------------------- Under Attic 30 1493.00 1940.90 2388.80 Under Attic 30 165.00 214 .50 264 .00 --------- --------- --------- SUBTOTALS: 1658 .00 2155.40 2652.80 FL 0 0 R S-------------------------------------------------------------------- Slab on Grade 0 169.00 Lin.Ft. 5475.60 000.00 * TOTAL STRUCTURE SENSIBLE * ------------------------------------------------------------------------------- 23620.60 18851.22 ------------------------------------------------------------------------------- KINANCIA%PRIMINGQ NY -1 V ' V V10tire of tommenrement ZI CPKKPAKC IN OUPLICATIC) To whom it may,concern: > The undersigned hereby informs you that improvements will be made to certain real property, and in H accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. J Descriptidn of property -LcL ll�°--- e-, -_ !_'�_ _� ----t------------------------ --1 - u According to plat thereof recorded in plat book y -7 pages ----------------------------------------------------------------------------------•--------------------- i of the .current public records of Duval County Florida. General description of improvements -------------------------------------------------------------------_• a Construction of Single Family Residence with Garage on concrete slab —_._------------•------------------------------------------------------------------------. Centex Real Estate Corporation Owner ---------------------------------------------------------------------------------------------------- 6620 Southpoint Drive Suite 400 Jacksonville Florida 32216 j Address ------------------------------------------------------------------------------------------------- s Fee Simple Owner's interest in site of the improvement ------------------------------------------------------------- ' Fee Simple Title holder (if other than owner) ------------------------------ ------------------------------- t � ' Name -•---------------------------------------------------..------------------------------------------------- Address ------------------------------------------------------------------------------------------------- s=e as owner Contractor -------------------•----------------------------•------------------------------------------------ Address ------------------------------------------------------------------------------------- Surety'(it any) ------------------------------------------------------------------------------------------- Address -----------------------------------------------------------------Amount of bond $-------------- Name and address of any person making a loan for the construction of the improvements. Name ----------------------------------------------------•------------------------------------------------- Address --------------------------------------------------------•----------------------------- Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name ---Arthur Lancaster----------------------------------------------------------------------. 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 ------------------------------------------r---------------------------------------------------------- Address ------------=------------------------------------------------ . , Db' (4-3611) j.Q T T HIP 7 THIS DWG. PREPARED FROM COMPUTER INPUT ILOADS & DIMENSIONS) SUBMITTED Y TRUSS MFR, TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP f2 N UPLIFT (LB): 950 940 WEBS 2x4 SP 03 BRG LOC `FT ' 0.00 20.71 TRUSTS DESIGNED FOR 100.00 MPH WINO, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . 01 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. ENCLOSED OR FULLY OPEN BUILDING 11991 SBC) --------------------------------------- --------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)•Gravity I-)-Uplift --------------------------------------------------------------- WXW UPLIFT WWW ■WW HANGER NWW H5 4551(JackB Only) HUS26 • 27511 -12860(10d 1pIY MT912 -10001 HUS26 + 33151 -15501 16d 1pIY MT512 -20001 2 Eech) MMS48 + 42991 -16601 fOd 2p1Y MTT2B8 -37861 2 Each)) 10d HHUS48 + 51801 -2000#116d 2ply MYT289 -4455/ 2 EaCh) 116dj� HGUS40 + 65400 -21991110d 2p)y MST50 -46880 Per 2ply) HGUS48 + 80000 -2650106d 2plY CS15O -16501tEachI HGUS5.5- +113350 -39451(16d 3plY -------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS �- 21 ' -� 4X I 8 4 8 ) m 1.5X3 1 .5X3 r-I 6 p m 4X5(A2) 4X5(A2) 3X5 3XI 3X4 21 ' _I �- 2' -T- 21 2 �---7' --7' --7 R=2105# W=3"8 5781 578w R=210511 W=3"8 TAT = TS SEO: 68524 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 1 TOTAL - 1 REV, 17,2m SCALE 0.2500 ALPINE ENGINEERED PRODIKTS, INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF k*I MP OR T ANT*X SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND n \ DEVIATION FROM THIS DESIGN OR (HESE SPECIFICATIONS. p7 ANY SPACING. SEE H1B-91 by TPI. SEE THIS DESIGN �T't'Ur,' e����� TC DL 7 .0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WTI"OSTBB By TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE "V ALPINE CONNECTORS ARE MADE OF 20Ga DALY. 91EFt MEETING ASTM OUIRENEN7S. IA4E9S OTHERWISE INDICATED, TOP - - BC DL 1 O O PSF DRWG A4A8 OR a EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 1RUSS AND UNLESS OTHERWISE LOCAIFO ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0 .0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 C IGOA-F. DESIGN STANDARDS WITH PROPERLY AITACIEO RIGID CEILING --SEE - STATE OF T 0 T.LD. 47 .0 PSF O/A LEN. 21-0-0 CONFORM W/aPPL ICABLE DROVISlM9 OF Nog C /P1, AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/t/911 FOR PROPER SEAL ON 11419 DRAWING APPLIES 10 THE COMPONENT DEPICTED"ERE DRYWALL APPLICATION, FURNISH A COPY TNIS . �. 0 RTO Q'� OUR•FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS EfECTION CONTRACTOR, INE E#' SPACING SEE A80VE ITypE fl 1(�S x--TP 1 A/ T T Y NATA F AT F T �P N n1�� L g Job: (4-361 1LOT T HIP 9 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS G DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2z4 SP f2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED, BOT CHORD 2z4 SP f2 N UPLIFT LB): 570 570 WEBS 2x4 SP,13 BRG.LOC (FT): 0.00 20,71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) MUST BE P40PERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS l+)-Gravity (-)-Uplift --------------------------------------------------------------- MMM UPLIFT NNNMMM HANGER WNW H5 -455/(Jacke Only) 1 HUS26 - + 27511 -12861110d Iply) MT512 - -1000/ 1 HUS26 - + 33151 -1550/(16d 1plY MT512 - -20000(((12 Each { 1I HHUSAB - + 42991 -1660ttiOd 201 MTT208 - -44551(2 Each (16d HGUS48 - + 6640# -2199i(1Od 2olY NST60 468110 Per 2ply) II HGUS40 - + 80001 -265011(16d 2ply CS150 - -16501 Each) HGUS5.5- +113351 -39451 16d 3ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS 3' 06 (R) m = 1 .5X3 1.5X3 � 6 � 3X4 (A 1) X4 (A 1) e' X 21 _1 21 ' _L 2- R=1140# .R=1140# W=3"8 R=1140# W=3"8 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY i TOTAL - 1 REV. 17.2m SCAL 6-0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF t X*IMPORTANTMN SMALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE 11111-91 BY TPI, SEE THIS DESIGN ��` �' ��� TC DL 7 .0 PSF OATE 12/01/94 FAILURE TO BUILD THE TRUSS HN CONFORMANCE WITH OSYBB BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE COMMEC/d73 ARE "ADE OF 20GA GALY, STEEL MEETING ASIM OUIREMENIS. U/ILESS OTHERWISE INDICATED. TOP - - BC OL 10•0 PSF DRWG 4445 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHOnO N BC LL 0 .0 PSF RAG CONNECTORS PER DRAWING: 130. 150 i ISOA-F. DESIGN:TANDAPNIS WITH PROPERLY ATTACHEO RIGID CEILING --SEE STATE OF TOT.L0. 47.0 PSF 0/A LEN. 21-0-0 COTiORM Y/APPLICABLE PTNIv lS IONS OF NOS i IPI. AN ENOtNEER'9 ALPINE TECHNICAL UPDATE t7/i/911 FOR PROPER 0R10A, r1 SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF TNI: . �, Q �� OUR.FAC. 1 .33 IN ONLY. AND SHALL MDT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. Y-.o - Tom PLA T Y NAT A r A r Y Y '+.I IIT` SPACING 94.0" TYp hips Job' (4-3511) T TLITEATTIC THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TDP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 102 3 N UPLIFT ILB1: 670 670 WEBSBRG.LOC FT : 0.00 20.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. RECOMMENDED CAMBER 3/8' AT MIDSPAN BETWEEN BEARINGS. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift SPECIAL LOADS ■NW UPLIFT NNN NMN HANGER NMM -------------------------------------------------- H5 4551(Jacke Only) I HUS26 - + 27511 -12861 10d lolY TC - From 74 PLF at -2.13 to 74 PLF at 23.13 M7Sf2 10001 1 HUS26 - + 33151 -f550t 15d 1ply BC - From 20 PLF at 0.00 to 20 PLF at 5.67 MTS12 -20001(2 Each) 1 HHUS48 - + 42991 -16601 fOd 2ply BC - From 100 PLF at 5.67 t0 100 PLF at 15.33 MTT298 3786112 Each) (10th HHUS48 + 51801 -20001 f6d 21ly BC - From 20 PLF at 15.33 to 20 PLF at 21.00 MTT288 -44551 2 Each (16d HGUS48 + 66401 -2f99I fOd 2plY MST60 -461381 Per 2p1y) HGUS48 - + 80001 -2650/ 16d 2ply CS150 - -1650/Each) HGUS5.5- +113351 -39451 160 3ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �----- 10'6" � i0.6" 4X5(R) m 1.5X3 1.5X3 6 v 3X5(A1) X5(A1) 38. X 21 ' _I R=1526# W=3"8 R=1527# W=3"8 PLGg SEO: 68 2 T.TYP.-ALPINE DESIGN CRIT=TPI OTY - 4 TOTAL - 4 REV. 17.2m SCALE - 500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEGUIRE EXTREME CAPE 12/01/94 TC LL 30 .0 PSF REF t X*I MPOR T AN T XX SHALL NOT BE RESPONSIBLE FGR ANY ARNING IN HANDLING, ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, 04 ANY BRACING. SEE HIB-91 BV TPI. SEE THIS DESIGN •�T � ��iTC OL 7 •0 PSF DATE 12/01/94 FAILURE 10 BUILD THE TRUSS iN CONFORMANCE WITH GSTBa BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS AM MADE OF 20GA GALY. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP 13C DL 10 •0 PSF ORWG-KAA46 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHOW SHALL BE LATERALLY BRACED WITH PROPER - 5606 - BC LL 0 0 PSF RAG TRUSS ANO( ESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD N CONNECTORS PER DRAWINGS 110. 150 X 160A-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF TOT.LD. 47 .0 PSF O/A LEN. 21-0-0 COW"W/AMICABLE PROVISIONS OF 9 TPI, AN SEAL ON THIS GRAVING APPLIES TO THEN COMPONENT DEPICTED HERE DRYWALLTAPHLICATION.AFURNISH AICOPY OFTHIS �� �. 10AID Q'� OUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN i0 1HE TRUSS ERECTION CONTRACTOR. �11, SPACING 24.0" TYPE C 0 mn 9--TPI T AINSTITUTE. NATIONAL F T i .—.--.,ONN N1 N1j1T,` job 4- li LOT T4LITEATTIC THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED Y TRUSSMFR TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x6 SP 12 N UPLIFT (LB): 680 520 WEBS 2x4 SP 13 BRG.LOC FTI: 0.00 20.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED " 100.00 MPH. MEAN HEIGHT " 15.00 FT. RECOMMENDED CAMBER 3/8' AT MIDSPAN BETWEEN BEARINGS. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (*)"Gravity (-)-Uplift -------;all--- --- --- --- --- ------ SPECIAL LOADS L KIFT- -------------------- ;;W W;;-HANGER-■Wa -------- -------------------------------------------------- H5 - -4551(Jacks Only) HUS26 + 27511 -12861 10d 'ply TC - From 74 PLF at -2.13 to 74 PLF at 21.00 MTS12 - -10001 HUS26 + 33151 -15501 16d 1ply BC - From 20 PLF at 0.00 to 20 PLF at 5.67 MTS12 - -20001 2 Each) HHUS48 + 42991 -16601110d 2011 BC - From 100 PLF at 5.67 to 100 PLF at 15.33 MTT288 -37861 2 Each) �10d)l HHUS4B - + 51801 -20001 16d 2ply BC - From 20 PLF at 15.33 to 20 PLF at 21.00 MTT288 " -44551(2 Each) 16d) HGU54B + 66401 -21991 10d 2p 1y MST60 -46881 Per 2P1y) HGUS48 - + 80001 -26501 16d 2ply CS150 - -1650#(Each) HGUS5.5- +113351 -39451 16d 300 ---------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 10'6" �- i0'6" -� 4X5(R) M 1.5X3 1.5X3 x 6p 3X5(AS) 3X5(A1) _wn M _fie X 21 ' _1 2 21 ' ---� R=153618 W=3"8 R=13641« W=3"8 PIT. TYP.-ALPINE DESIGN CRIT-TPI OTY a 4 TOTAL - 4 REV. 17.2m SCALE6803 2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CUE 12/01/94 TC LL 30 .0 PSF REF *X I MPGR T A N T X X SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY GRACING. SEE HIB-91 aY TPI. SEE THIS DESIGN �T�t'Vc�' ����� TC DL 7.0 PSF DATE 12/01/94 RE FAILUTO BUILD THE TRUSS IN CONFORMANCE MIT"OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , V ALPINE CONNECTORS APE MADE OF FOGA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG 4446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BnACEO WITH PROPER - 5606 - TRUSS AND UNLESS OTHERWTSE LOCATFO ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHOWNT k BC LL 0.0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 9 IBCA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF TOT T.LE). 47 .0 PSF VA LEN. 21-0-" CONFORM M/APPLICABLE PROVISIONS OF NOS C IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FDR PROPER 0 81011 f SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY Of THIS %. �• 1 1 DUR,FAC, 1 .3 3 IN ONLY, AND SHALL NOT BE RELIED UPON IN AMI OTHER WAY. DESEGN 10 THE TRUSS ERECTION CONTRACTDI. i� R INEE�.I�1 SPACING 24.0" jyp CDmn ---TP • T AT T T 1 NAT F T f i T RR RHRR Job' (4-3612) L T TLITEATTIC 5R THIS DWG PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS SUOMITTED Y TRUSS MFR TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x6 SP 12 N UPLIFT 11.91: 670 510 NESS 2x4 SP 13 BRG.LOC FT 0.00 20.46 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. MIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. RECOMMENDED CAMBER 3/8' AT MIDSPAN BETWEEN BEARINGS. ENCLOSED OR FULLY OPEN BUILDING 11991 SBC) --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O,C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 1+1-Gravity H-Uplift ---'------'---------------------------------------------------- SPECIAL LOADS wrw UPLIFT NNr wrN HANGER rNr -------------------------------------------------- H5 --4551IJacks Only) HUS26 - + 2751/ -12961 fOd 1ply) TC - From 74 PLF at 2.13 to 74 PLF at 20.71 MTS12 - -10001 HUS26 - + 33151 -15501 163 IPIY) BC - From 20 PLF at 0.00 to 20 PkF at 5.67 MTS12 - -2000112 Each) `1 II1 HHUS48 - + 42991 -16600110d 20 y))) BC - From 120 PLF et 1"55.33 to 120 PLF at 21.00 MTT288 44591(2 Each lt16011 HG 548 + 66401 -21991 l0d 2ply) NST60 -46881(Per 2p1y) l+ HGUS48 + 80001 -26501 16d 20 y1)1) CS150 165011Each) HGUS5.5- +113351 -3945/116d 3Ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS ------ 10'6" •T• i 0'2'8 --t 05(R) m 1.5X3 i.5X3 6 C;-,- to 3X5(AD X5(A i) 5'15 f 2 208^8 - _1 R=15200 W=3"8 R=1353# W=3" TA = T35 JE 68624 PL -ALPINE DESIGN CRIT=TPI OTY i TOTAL - 1 REV. 17.2m SCALE 0.2500 ALPINE ENGINEERED PRODUCTS. INC. TPUS SES REOUIRE EXTREME CAPE 12/01/74 TC LL 30 .0 PSF REF X*I MP OR T AN T**SMALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANOLING. ERECTION AND n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY SPACING. SEE H19-91 BY TPt. SEE THIS DESIGN ��`�"1 e11!" TC DL 7 .0 PSF DATE 12/01/941 FAILURE 10 BUILD THE IRM IN CDWMmANCE 10110 03I86 BY TPI. FOR ADDITIONAL SPECIAL PETOMNENf SPACING RE 11 &LOIRE CONNECTORS APE MADE OF 70GA GALV. STEEL MEETING ASTM OUIREHENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG A445 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL aE LATERALLY SPACED WITH PROPER . 5606 0 .0 PSF RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL ,L CONNECTOR PER PER DRAWINGS 130, 150 r ISOA-F. DESIGN STANDARDS wiTR PRoPEPLY ATTACHED RIGID CEILING--SEE - STATE OF TOT.LO• 47 •0 PSF 0/A LEN. 20-8-8 CONFORM W/APPLtCASLE PROVISIONS OF NDS 9 TPI. AN ENGINEER'S ALPIWE TECHNICAL UPDATE (7/1/911 FOR PROPER OR10� t: SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTER HERE DRYWALL APPLICATION. FURHISN A COPY� THIS �w �. Q'� OUR.FAC. 1 33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN 10 THE TRUSS ERECT ION CONTRACTOR. INE Ear'•`' Y--TP -Y YINSTITUTE. WAY A F AT 1 ,�''T#i ,HHH`'' SPACING 24.0" ITYPE comp s a Job: (4-3612) LOT T6 -37'0 TRAY HIP THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) UBMITTEO BY TRUSS MFR, TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. DOT CHORD 2x4 SP 12 N UPLIFT (L8I: 600 770 480 WEBS 2x4 SP 03 BRG.LOC /FT : 0.00 20.67 36.71 UPLIFT BASED ON WOO PSF TOTAL DEAD LOAD WIND SPEED - 100.00 MPH. MEAN HEIGHT - 0:00 FT, A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REQUIREMENTS CONTRACTORS WARNING: (+) Gravity (-)-Uplift THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS --------------------------------------------------------------- AT SPECIFIC LOCATIONS. PARTICULAR CARE IS AOVISEO DURING MMM UPLIFT MMM11 MMM HANGER MMM I INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY, H5 - -455/(Jacks Only) HUS26 275 12864 d 1p 1Y MISf2 - -!0001 t HUS26 - + 33151 -15500 16fOd 1p1Y MTS12 - -2000012 Each 1 HHUS48 - + 42g91 -16601110d 2ply MTT288 - -37861 2 Each (sod! HW548 - + 5!800 -20000 16d 2ply MTT288 - -44551 2 Each (16d HGUS48 - + 66401 -21991 fOd 2ply MST60 - -46881 Per 2plyl HGUS48 - + 80001 -26501 16d 201y C5150 - -16501 Each) HGUS5.5- +113351 -39451 116d 3ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS — to'8" •i 17'8" 8'8" 5X53XA I 5X34 X5 m1.5X3 1.5X3 6 1n X5 (A 1) 1 3X5(A 1) 3x7- i9. J_ �3 X 4 3X7 5X4 }� 20'8" --T= 16'4" - -� �•"'•�- 37' N� i R=1132 W=3"8 R=17091 W=3"8 R=9421 W=3"8 TAT = Ti SEG' 68620 PLT, TYP,-ALPINE DESIGN CRIT=TPI OTY - 1 TOTAL - i REV, 17,2m SCALE -0. 1667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF **IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING INHANDLING, ERECTION AND ' DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY SPACING. SEE HIS-91 BY TPI, SEE THIS DESIGN ','LIS ����� T`' OL 7.0 PSF DATE 12/01/94 ^ \\UwVVI\v\ FAILURE r0 BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACINGNDRE - ` V 10-0 1 ALPINE CONNECTGnS APE MADE OF 20CA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - SC DL 1 0•0 PSF DRWG AAAG GR 8 EXCEPT AS NOTED. APPLY CONNECTORS 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 CHO MI M - 8C LL 0.0 PSF RAG CONNECTORS PER DRAWINGS 130, 150 C IGOA-F. DESIGN STANOAnOS NIT"PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF - TOT.LD. 4 7•0 PSF OfA LEN. 3 7-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE b/1/911 FOR PROPER 0 810 P- SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. Q �� OUR.FAC. 1 .33 IN ONLY, 00 SHALL NOF BE RELIED UPON 100 ANY OTHER MAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. ItvEEa`'�.� SPACING 2-0.0" .--TP Y r T T Nu A F AT r T ''�„ 1.1�` TYP spec Job: (4-3612) LOT T7 _37*Q TRAY HIP 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2X4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 12 N UPLIFT TLB): 560 800 440 WEBS 2x4 SP /3 BRG,LOC FT)?: 0.00 20.71 36.71 UPLIFT BASED ON 10,00 PSF TOTAL DEAD LOAD. WIND SPEED • 100.00 MPH, MEAN HEIGHT • 15.00 FT. A RIGIO CEILING OR CONTINUOUS LATERAL BRACING AT 24. O.C. ENCLOSED OR FULLY OPEN BUILDING 11991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS CONTRACTORS WARNING: (+)_Gravity (-)-Uplift THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS --------------------------------------------------------------- AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING WWW UPLIFT MNM II WWW HANGER WWW INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 -455/(Jacks Only) 1 HUS26 + 27511 -12861 10d 1ply MTS12 -10001 HUS26 + 33151 -15501 160 1p1Y MTS12 -20001(2 Each HHUS48 + 42991 -1660#(10d 2ply HTT289 -3786112 Each (10d) HHUS48 + 5180• -20001 16d 2ply, MTT288 -44551(2 Each (16d) HGUS48 • + 66401 -21991 1100 2ply MST60 -4688/(Per 2ply) NGUS48 + 80001 -26501 160 2ply CS150 -1650I(Each) HGUS5.5• +113351 -39451 116d 3ply -------------------------------------------------•------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �-- 12'8" _�- 13'8" 10'8" ----� 5X5 3X4 1.5X3X6 T m 3X4 1.5X3 to X5(A i) 3X5(A 1) 3X4 n _nr3 X X4 }- 20' 11"8 16'0"8 37' R=1080# W=3"8 R=18430 W=3" R=8611 W=3"8 PLT. TYP. -ALPINE DESIGN CRIT=TPI QTY = 1 TOTAL 1 REV. 17.2m SCKE62021667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 30.0 PSF REF k*I MPGR T AN T M N SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANOLING, ETECTIOM AND r\ \\\JVD DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 By TPI. SEE THIS DESIGN , T(' DL 7.0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FDR ADDITIONAL SPECIAL PERMANENT BRACING RE , v ALPINE CONNECIOnS ARE MADE OF 20GA DALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10.0 PSF DRWG MAB GR 8 EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BnACEO"ITN PROPER 5606 0 O PSF RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LV ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD „ - BC LL CONNECTORS PER DRAWINGS 130. 150 C IGOA-F. DESIGN STANDARDS WITH PROPERLY AT1AC4E0 PIGID CEILING --SEE - STATE OF zT 0 7.L D. 47.0 PSF 0/A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS L IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER Q R10�' �.'` SEAL ON THIS GRAVING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURMISII A COPY OF IRIS .,• E. Q �� DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION COMIRACTOR. INEt^-.•1, TPI . T AiINSTITUTE. NAT A F A T T ''' SPACING 24.0" ITYPE spec Job' (4-3611) LOT T8 37'0TRAY HIP THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSION51 SUBMITTEDY TRUSS MFR, TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP f2 N UPLIFT LB : 540 830 420 WEBS 2x4 SP f3 BRG.LOC FT : 0.00 20.71 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT, (A) 1x4 'T' BRACE. SAME GRADE AS WEB MEMBER, ATTACH WITH ENCLOSED OR FULLY OPEN BUILDING 11991 SBC) Bd NAILS 9 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY --------------------------------------------------------------- ERECTION CONTRACTOR. TYPICAL 5I14PSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL GRACING AT 24. O.C. `------^-----------1+)'Gravity (-1-Upt ----------- ------^'----^---------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. NNw UPLIFT www *NN HANGER NNN H5 -455#(Jacks Only) HUS26 + 2751f -12861 tOd Iply CONTRACTORS WARNING: NTS12 " -10001 HUS26 + 33151 -15501116d Iply THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 -2000#(2 Each i MIUS48 + 4299/ -16601 lOd 2P 1y AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 -37861(2 Each (`10tl)) HHUS48 + 51801 -20001(16d 2ply INSTALLATION TO ENSURE THAT THIS TRUSS 19 ERECTED PROPERLY, MTT280 - -44551(2 Each (160 HGUS48 + 66400 -2199/106 2ply MST60 - -46881 Per 2ply) HGUS48 - + 8000f -26501 I6d 2ply CS150 - -16501 Each) HGUS5.5- +113350 -39451 16d 3ply REFERENCE HOLDS LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- 14.8" _+= 918" � 12*8" 5X61.5X3X6 T (A) <(A) 1 .5X3 � 6 p X5 W) 3X5(A I) 3X9 _nr3 X5 3X4 5X —i---�8. 4 20' 118 16'0"8 �N 37' N� R=1062# W=3"8 R=1884# W=3" R=838# W=3"8 TAG = T54 SEO: 66601 PLT. TYP,-ALPINE DESIGN CRIT=TPI QTY 1 TOTAL = 1 REV, 17.2m SCALE =0.1667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF (�2 X*I MPOR T A N T M X SMALL NOT BE RESPONSIBLE FOR ANYWARNING IN ,AmxiNG, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIOMS. OR ANY BRACING. SEE HID-91 BY TPI, SEE THIS DESIGN dw � TC DL 7 •O PSF DATE 1201/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH CSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENIS. UNLESS OIKRW39E INDICATED. TOP - BC DL 1O O PSF ORWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CORO SHALL BE LATERALLY BRACED WITH PROPER _ O .O PSF RAG TRUSS AND UNLESS OT/ERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LLCONNECTORS PER DRAWINGS 130. 150 t 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE TOT.LO. 47 •O PSF 0/A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS 9 IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPERSEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURMISH A COPY OF THIS ' DUq,FAC. 1 •33 TN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHERWAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. `'- - T AI T T MAT A F AT F T T ''Hn RN` SPACING 24.0" ]TYPEspec Job: (4-3611 SP L0T T 7' TRAY HIP 4' R THIS DWG. PREPARED FROM C MPUT INPUT (LOARS 6 DIMENSIONSUBMITTED BY TRUSS MFR. TOP CHORO 2x4 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 12 N UPLIFT ILBJ: 520 870 390 WEBS 2x4 SP 13 SRG.LOC FT : 0.00 20.71 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WINO SPEED + 100.00 MPH. MEAN HEIGHT + 15.00 FT, (A) 1X4 'T' BRACE. SAME GRADE AS NEB MEMBER, ATTACH WITH ENCLOSED OR FULLY OPEN BUILDING 11991 SBC) 8d NAILS 0 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY --------------------------------------------------------------- ERECTION CONTRACTOR, TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REOUIREMENTS I±) Gravity (-)"Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24` O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, www UPLIFT NwxwNN HANGER NNN H5 4551(Jacke Only) I fttU$26 + 27511 -12861(fOd (ply CONTRACTORS WARNING: MT512 -10001 1 HUS26 + 33151 -15501116d 1ply THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS NTS12 20001(2 Each) 1 HHUS48 - + 42941 -1660. 10d 2ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 -37861(2 Each� (lOd)� HHUS48 + 51801 -2000If f6d 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B + -44551(((2 Each TIE HGUS48 - + 66401 -21991 10d 2ply MST60 + -46881 Per 20ly) HGUS48 - + 80001 -26500116d 2ply CS150 + -1650#(Each) HGUS5.5- +113351 -39450(16d 3ply ------------------------------------------ REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS }• 16'8" - —_�_—5-13' 6 14'B" 5X61.5X3 3X4 3X5 (AD11 w 1 .5X3 TAI 6 X5(At) 3X5(A 1) T 3 B 3JX4 3X4 3 4 X5 �= 20' 118 - + _ 1608 f 'T• - 37' R=1061# W-3"8 R=188711 W=3" R=8361 W=3"8 TA T55 SEO: 68603 PL TYP.-ALPINE DESIGN CRIT=TPI OTY 1 TOTAL = 1 REV. 17.2m SCALE -0. 1667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOIIIRE EXTREME CARE 12/01/94 TC LL 30.0 PSF REF 2 *X I MPOR T A N T XX SHALL NOr BE RESPONSISLE FOR ANY A RN I NG IN "ANGLING. ERECTION AND \\{V� TC DL 7 .0 PSF DATE 12/01/94 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN �`�uS �����' fn FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTee BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 206A GALY. STEEL MEETING ASTM OURREwENtS. UNLESS w w:Rw15E INDICATED. TOP - - BC OL 10 .0 PSF DRWG y\U\\ A4/8 GR B EXCEPT AS NOTFO. APISLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED Wit"PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON 11115 DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM Ctww10 N BC LL 0 .0 PSF RAG CONNECTORS PER DRAWINGS 130, 150 C 16OA-F, DESIGN SIANDAROS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE of TO .LO. 4 7 . PSF 0/A LEN. 37-0-0 Cpi01RN W/AMLiCABIE PTgV1910N=W HAS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 11/1/011 FM PROPER OR10� P�- SEAL ON THIS CRANING APPLIES TO 11E COMPONENt DEPICTED HERE ORYWALL APPLICATION. iVRNISH A COPY OF THIS Q OUR.FAC. 1 .3 3 1N ONLY, AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. fill's � SPACING 24.0" TYP spec 1--1P . T ATINSTITUTE. NAT F AT i T T HN RRHRH` X10 4— 11 T T 7 TRAY H P TH ON PR PAREq FROM COMP T R INPUT DADS 6 OIM N ON M iT D Y T S MFR TOP CHORO 2x4 SP /2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 12 N UPLIFT (LB 490 910 360 NE85 2x4 SP /3 BRG.LOC (FTI: 0.00 20.71 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD: WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT, (A) 7X4 "T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH ENCLOSED OR FULLY OPEN BUILDING 11991 SBC) 80 NAILS 0 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY --------------------------------------------------------------- ERECTION CONTRACTOR. TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REQUIREMENTS -------------------(N-Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24. O.C. --------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. xxx UPLIFT xxx xxx HANGER xxx H5 -4551(Jacks Only) HUS26 - + 27511 -12861 !Od !ply CONTRACTORS WARNING: MTS12 - -10001 HUS26 - + 33!51 -f 5501 16d fply THIS TRUSS IS DESIGNED 70 BEAR AND/OR SUPPORT ADDITIONAL LOADS MT512 -2000/(2 Each NHUS48 - + 42991 -16600110d 2ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED OWING MTT288 -37861(2 Each (lod) HHUS48 - + 51801 -20001 16d 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 -44551(2 Each (16d)) HGUS48 - + 66401 -21991 fOd 201y MST60 -46881(Per 2ply) HGUS48 - + 80001 -26501 16d 2ply C5150 - -1650/(Each) HGUS5.5- +1!3351 -39451 16d 3ply --------------------------------------------- --------'---'-'--- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS I- 18'8" -�-!a 16.8,. J 5X5 5X5(R) 3X4 3X4 m 3X5 3X5 a) A (A) 1 .5X3 rn 1.5X3 (A) 6 � 3X5(A i) 9 3X5(A 1) Mi 3X4 -r-� 3 4 3X5 5X4 2X4 JX7 �--- 20' 11"B - 16'0 8 --{ 'N -(_N 18'8" 16'0"8 N 37' _I R-1045# W=3"8 R=19411 W=3" R=7980 W=3"8 TAG = T56 SEO: 68608 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY i TOTAL i REV, 17.2m SCALE =0.1667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 12101194 TC. LL 30 .0 PSF REF M X I MP OR T AN T X X SHALL NDT BE RESPONSIBLE FOR ANY WARNING IN HANOLIN6, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACIMG. SEE HtB-9t BY IN. SEE THIS DESIGN dwor., TC OL 7 ,Q PSF DATE 12/01/94 FAILURE TO BUILD T/IE TRUSS IN CONFORMANCE WITH OSTBa BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - �� - ALPINE CONWCIOR9 ARE MADE OF 20GA CALM. STEEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC OL 1Q•0 PSF DRWG A445 OR B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROrERQQ pSF RAG TRUSS AMD/MESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, WrFOM CHORD BC LLCONNECTORS PER ORAWIMG3 130. 150 c MA-F. OEStGN STANDARDS WITH PROPERLY ATTACHED RIGID CELLING-- SEE _ TbT.LD. 47 .0 P$F 0/A LEN. 37-0-b COWOMR W/APPLICABLE PROVISIONS OF NOS C TPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE IT/1/911 FOR PROPER SEAL 04 1413 DRAWING APPLIES TO THE COMPONENT DEPICTED HETE DRYWALL APPLICATION, rUlINISH A COPY OF TN Is '� DUR.FAC. 1 .33 IN ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER MAY. OESICM TO THE TRUSS ERECTION CONTRACTOR. : .--TP - T A, INSTITUTE. NAT NA N , F T r SPACING 24.0" TYP Spec Job: (4-36111 LT T 7' TRAY MM N THIS DWG PREPARED FROM COMPUT R INPUT LOADS 6 IMENSION S M TTED Y TRUSS MFR, TOP CHORD 2x4 SP !2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP !2 N UPLIFT ((LB)J: 500 910 360 WEBS 2x4 SP /3 BRG.LOC (FT): 0.00 20.71 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. THIS DESIGN TO 8E USED WITH DRYWALL OR OTHER FLE%ISLE CEILING WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT, ONLY. DO NOT USE LITH PIASTER CEILING. ENCLOSED OR FULLY OPEN BUILDING (1991 SSC1 --------------------------------------------------------------- (A) SXd •i' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)_Gravity (-)-Uplift 86 NAILS 9 6' O,C. BRACING MATERIAL TO BE SUPPLIED BY ---------------- -- -------------_-__-----------_---- ERECTION CONTRACTOR. Nix UPLIFT MMM i MMM HANGER NNN HS -4551(Jacke Only) H1526 - + 2751! -1286! fOd Iply A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24. O.C. NTSf2 " -1000! HUS26 - + 33151 -75501 f6d fp]y MUST BE PROPERLY ATTACHED TO THE BDi70M CHORD. MTS12 - -2000!12 Each I HHUS48 + 42990 -16601 10d 2ply MTT288 - -37861(2 Each) (IOdl� HHUS48 - ♦ 51800 -20001116d 2p 1y CONTRACTORS WARNING; MTT288 + -1455!1((2 Each 116dl HGUS48 + 6640! -2!991 tOtl 2ply THIS TRUSS 1S DESIGNED TO BEAR ANO/OR SUPPORT AOOITIONAL LOADS MST60 - -46881 Per 20y) HGUS48 - + 80000 -2650! 16d 2plY AT SPECIFIC LOCATIONS, PARTICULAR CARE IS ADVISED DURING CS150 - -16501 Eachl-- ---- HGUS5_5- +113351 -39451-f6d 3ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY, --------------------- --_-----------_ --- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 17'6" ---� 5X5 1,5X3 1.5X3 X4 1*] ;4 3X5 (A) X5 0 1.5X3 1.5X3 6 � 3X5(A1) -.--�9 X 3 20 10"4 =�- 16 1" 12 —� R=1063# W=3"8 R=1881# W=3"8 R=839# W=3"8 PIT. TYPE—ALPINE DESIGN CRIT=TPI OTY - i TOTAL 1 REV. 17.2m SCALE68041667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIIE EXTREME CARE 12/01/94 TC LL 30.0 PSF REF (� )(*IMPORTANT**SHALL NOT at RESPONSIBLE FDR ANYWARNING IN HANDLING, ERECTION AND DEYIA110N FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI, SEE THIS DESIGN olk, " TC OL 7.0 PSF OATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE MITN OSTB5 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE olALPINE CONNECTORS ATE MADE OF FOGA GALY, STEEL MEETING ASFM OUIREMENTS. UNLESS OTHERMISE INDICATED, IOP - BC OL 10•0 PSF DRWG Aub GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHHORD SMALL BE LATERALLY BRACED MITN PROPERTRUSS AND UNLESS OTFEPMISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CIORDOC LL A0 •0 PSF RAG COMMECTOPS PER DRAWINGS 170, 150 t IBOA-F. DESIGN STANDARDS WITH PROPERLY ATTACREO RIGID CEILING-- SEE - TOT.LO. 47 .0 PSF 0/A LEN. 37-0-0 CONFORM M/APPLICABLE PROVISIONS Or NOS t TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPERrSEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 •33 IN ONLY, AND SALL NOT BE RELIED UPON iN ANY OTHER MAY. DESIGN r0 THE TOMS ERECTION CONTRACT `.--rP . r r T r r NAT A F A F r r MNnHNSPACING 24.0" TYPE spec Job: (4-261 JT T - TRAY H PM 7 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 MENSIONS SUBMITTED BY TRUSS MFA, TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 12 N UPLIFT !LB): 590 610 WEBS 2x4.SP /3 BRG.LOC FT : 0,00 13.04 ' TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF ITOP) AND 5.00 PSF (BOTTOM) , 11 HIP DESIGNED TO SUPPORT 07-00-00 JACKS AT LEFT ENO. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) JACKS HAVE NO NESS. -------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. ------(+)_Gravity I-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ------------- --------------------------------- NNN UPLIFT NNN ) INN HANGER INN - HS -4551(Jacks Only) 1 HUS26 - + 27511 -12861(1Od 1ply MTS12 10001 ) ( HUS26 + 33151 -15501(1i6d 1ply S48 42990 -161500110d 2ply MTT289 -4455012 Each lf6di�2 Each) HG S4 + 66400 -219911100 2ply MST60 -46880 Per 2ply) HOUS48 + 80001 -2650/1116d 2ply j CS150 -16501 Each)-------- HGUS5 5_-+113351-_39451-16d 3ply -------- --------^ ------ REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �-- 1338 -� 7' - -{- 6'3"8 4X5(R) 3X5 1.5X3T ri 1 Tn 3X4 = m o O� 6 p- (V m Em 9' 3X7 35P 2X7 (A 1) I 1' 4'3 J_ 5X5 �--2' ---�----4-3-13 -�- 9. -( }- - 13'3"8 �= 7' —6'3"8 R=12551 W=3"8 578# R=1422# W=3" TAG = T19 SEO' 68553 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY - 1 TOTAL - 1 REV. 17.2m SCALE -0.3750 ALPINE ENGIMEEIEO PRODUCTS, INC. TRUSSES REWIRE EXTREME CAPE 82/01/94 TC LL 30.0 PSF REF (�c2 **I MPO R T AN T TETE SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION ANO DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �`'""' er��� TC OL 7 .0 PSF DATE 12/01/94 RE NF FAILURE TO BUILD THE TRUSS IN COW WITH OStBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - , ALPINE CONMECIORS ARE MADE OF 2004 GALY. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 1 O •O PSF ORWG O AAAB CR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - - TnUSS AND UNLESS OIHERMiSE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 5606 N BC LL w 0 .0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 N 1504-F. DESIGN STANDARDS WITH PROPERLY ATTACHED AMID CEILING -- SEE - STATE OF T OT.LO. 4 7 • PSF 0/A LEN. 13-3-8 CONFORM W/AP LICABLE PnOVISIONS OF NOS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE IPYW&LL APPLICATION. FURNISH A COPY OF tills .' �. 0RIO*Q'� DUR.FAC. 1 .33 IM ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN 10 THE MUSS ERECTION CO INACTOR. • INEER`'H`� $PACING SEE ABOVE ITYPEspec 1--IP • T AtINSTITUTE. NAt A i A t i 'Rlr /IIHH`` Job' (4-3611) T T1 7'0 TRAY HIP 7 THIS OM PREPAR 0 FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP 12 N :T2 2x4 SP I1 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. •T3 2x4 SP It Dense: UPLIFT L8 430 9tO 860 BOT CHORD 2x4 SP /2 N BPLIFICBASED ON FT : 010.00 00 PSFO4 36.71 TOTAL DEAD LOAD. ' WEBS 2x4 SP 13 :W6 2x4 SP'12 N UKING SPEED - !00.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) BEARING BLOCKS: NAIL TYPE: 0.131X3.0-9-Palls --------------------------------------------------------------- BAG t-LDC /BLOCKS LENGTH/8LK NAILS/SLK TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS 1 13.042' 1 14' i1 (+)-Gravity (-)-Uplift NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 8139. --- BEARING BLOCK TO BE SAME SPECIES, SIZE C GRADE AS CHORD, WNW UPLIFT NNW ) NNN HANGER WNW HS -455/(Jacks Only) 1 HUS26 - + 27511 -12861(10d !ply IAT 1X4 'T' BRACE. SAME GRADE AS WES MEMBER. ATTACH WITH MTS12 -10001 I HUS26 + 33151 -1550/(16d Iply 80 NAILS B 6' D.C. BRACING MATERIAL TO BE SUPPLIED BY MTS12 -20001(2 Each) I HHM48 + 42991 -i660/110d 2p11y ERECTION CONTRACTOR. MTT288 -37861(2 Each (fOd) HMUS48 - + 51801 -2000I(16d 2ply MT7288 - -44551(((2 Each1l16dI HGUS48 + 66400 -21990t(10d 201y A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MST60 -46881(Per 2ply) HGUS48 - + 80000 -26500(16d 2ply MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, CS150 - -16501 Each) HGUS5.5• +113350 -39450 16d 3PIV CONTRACTORS WARNING: REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS, PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. SPECIAL LOADS -------------------------------------------------- TC - From 74 PLF at -2.13 to 74 PLF at 13.33' TC - From 161 PLF at 13.33 to 161 PLF at 30.00 TC - From 74 PLF at 30.00 to 74 PLF at 39.13 SC - From 20 PLF at 0.00 t0 20 PLF at 13.33 8C - From 45 PLF at 13.33 to 45 PLF at 30.00 8C - From 20 PLF at 30.00 to 20 PLF at 37.00 BC - 579 LB Concentrated Load at 30.00 --37' �9. 21 X3 -f- -7' ---{ 5X6 4X 0T23X6 4X44X4T3 5X7 6C7 3X4 W6 Dl�.5X3 4.10.3 4X5(A2) 3(A !) i' X4 4 R17 5Xi X X 17 ' 3X5 �---- 13'4* �- 23'8 -N-�--'-- 32 8 8 ��- 37' _! 30' __j__7. R=21011 W-3"8 R=39381 W=3"8 R-20801 W-3"8 PGG SEO. 68555 lL TYP.-ALPINE DESIGN CRIT=TPI OTY 1 TOTAL - i REV, 17.2m SCALE =0. 1018 ALPINE ENGINEERED PRODUCTS. IMC. TRUSSES TEOUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF (� XX I MPGR T A N T XN SHALL NOT DE RESPONSIBLE FOA ANY WARNING IN HANDLING, ERECTION AND �TMMM��V(•`_ DEVIATION FROM THIS DESIGN OR (NESE SPECIFICATIONS. OR ANY SPACING. SEE HIB-97 9Y TPI. SEE THIS DESIGN ��TTC DL 7 .0 PSF DATE 12/01/94'01 t� MTS U FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBa BY TPI, FDR ADDITIONAL SPECINL PERMANENT BRACING AE Q� ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE IwICATED. TOP - 6C OL 1 O O PSF ORWG "it"PROPER ALLY T,RUSSG A40 UNLESS OTHERWISE LOCATED ON THISS0 EXCEPT ANOTED. APPLYSDESIGN.HPOSITION L TAFACE OF CHOWTO1CHED ALL PLYLWOODRSHEATHING,DBOTTOM CHORD -= N 606 BC LL 0 .0 PSF RAG NE CONCTOPS PER OAAWINOS 00. 150 C 16OA-F, DESIGN STANDARDS WITH PAOPEALY ATTACHED RIGID CEILING --SEE STATE OF - TOT.LO. 47.0 PSF 0/A LEN. 37-0-0 CONFOAM N/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/811 FOR PROPER - SEAL ON THIS CRANING ArPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ,/ ORtO�'Q'= OUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE PELTED UPON IN ANY OTHER MAY, DESIGN TO TIE TRUSS ERECTION CONTRACTOR. INEE�`' M• STYP A--1P - T AiINSTITUTE. NATIONAL f Ai F T ,,'�/MI T MMMT'` PACING 24.0" spec Job' (4-3611) LOT Ti4 37*0 TRAY HIP 9 THIS OWG, PREPARED FROM COMPUTER INPUT ILOADS 6 DIMENSIONS)_ SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP f2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP f2 N UPLIFT ILB): 410 800 650 WEBS 2x4 SP 03 BRG.LOC FT): 0.00 13.04 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 'T' BRACE. SAME GRADE AS WES MEMBER. ATTACH WITH --------------------------------------------------------------- 8d NAILS 1 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. M Gravity (-1-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. wRr UPLIFT 11x11 I xxx HANGER Mum MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -4551(Jacks Only) HUS26 - + 27511 -12860(100 1p MTS12 - -10001 HUS26 - + 33150 -15500 16d 1ply CONTRACTORS WARNING: MTS12 - -20001(2 Each1 HHUS48 - + 4299f -16600 10d 2ply THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT288 - -3786f(2 Each) (10d) HHUS48 - + 51801 -20001 16d 2ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -4455:12 Each) (16d) HGUS48 - + 66401 -2J99# 10d 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 46881 Per 2ply) HGUS48 - + 80000 -26500 16d 2ply CS150 - -1650: Each) HGUS5.5- +113350 -39451 16d 3ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 17' -T- -9, 5X5 3X5 3X4 5X5 m 3X4 A) 1.5X3 0 6p X5 (A i) 3X5(A1) X X 'j-*9, I. 3X4 395 3X5 c 3 5X5 �+-- 13'4" -}- 23'8" -) �N 4'3"8 32'8"8 37' -� R-4420 W=3"B R=2245# W-3"8 R=1097# W=3"8 TAG T�l SEQ' 68557 PLT. TY .-ALPINE DESIGN CRIT-TPI QTY = 1 TOTAL 1 REV. 17.2m S ALE -0.1667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES PEGUIRE EXTREME CAPE 12�?9�9q' TC LL 30.0 PSF REF lF I MPOR T AN T X X SHALL NOT BE RESPONSIBLE FOP ANYWARNING IM HANDLING. ERECTION AND 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE N18-9I BY TPI. SEE THIS DESIGN "'0% TC OL 7.0 PSF DATE 12129194 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST118 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE"ADE OF 20GA GALY. STEEL MEETING ASTN GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10.0 PSF DRWG A446 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 BC LL 0.0 PSF RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD N CONNECT OPS PER DRAWINGS 130, 150 C I60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE of TOT.LD. 47.0 PSF 0/A EN. 37-0-0 CONFORM W/APPLICABLE PPOVISIONS OF NOS S TPI. AN ENCTNEER'S ALPINE TECHNICAL UPDATE 17/1/$11 FOR PROPER (0 RID E ' SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q%:,' OUR.FAC. 1 .33 SHALL IN OMI.YN1Russ PL1ApTE IN4111UTE. woa9G1 NATIONAL DESIGN T K LIED UPON In ANY BIWA WAY. I SSPECIF/CATHE ION FFOR ERECTION CONSTRUC idl ,,'•,i,HINE' .�' SPACING 24.0" TYPE SPEC v--TPI - Job: (4-361 flT T15 37'0TRAY HIP 11 THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBM TT Y TRUSS MFR TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SOT CHORD 2x4 SP 02 N UPLIFT (L8): 390 840 640 WEBS 2x4 SP #3 BRG.LOC (FTI: 0.00 13.04 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT " 15.00 FT. ENCLOSED (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- 8d NAILS B 6• D.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+)"Gravity (-I-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. WMN UPLIFT NNW I NNW HANGER MMM MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455/(Jacks Only) I HUS26 - + 27511 -12861 fOd 1ply) MTS12 " -1000# HUS26 , + 33151 -15501 164 1ply)) CONTRACTORS WARNING: MTS12 - -20000(2 Each) HHUS48 - + 42991 -1660# 10d 2ply THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT288 - -3786#(2 Each) (10d) HHUS48 - + 5180# -20001 16d 2ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT28B - -44550(2 Each1 (16d) HGUS48 - + 6640# -2f991(10d 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 : -4688#(Per 2ply) HGUS48 - + 8000# -26501 16d 2ply� CS150 - -1650#(Each) HGUS5.5- +113351 -3945# 16d 3ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �-- 13' 13' --�-- 11 ' -� 5X7 1.5X3 6 m 3X4 (q) (A) 1.5X3 6 v U:) X5(A 1) % l 3X5(A 1) —T--�9 .L —TV 3 _i X 3 5X5 13'4" 23'8" — J �N~��4-3-8 .T. 32'8"8 N� 37' -� R-482# W-3"8 R-2165# W-3"8 R-1136# W-3"8 PLT TA DESIGN CRIT-TPI OTY - 1 TOTAL - i REV. 17.2m SCALE68051667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEOUIRE EXTREME CARE 12 XX TC LL 30 .O PSF REF W X I MPOR T A N T H X SHALL MDT BE RESPONSIBLE FOANTWARNING RIN HANDLING, ERECTION AND —•-- n 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, DI ANY BRACING. SEE HtB-91 BY TPI. SEE THIS DESIGN ,-`"% � "", TC DL 7.0 PSF DATE 12/29/94 ^ \\UVVI►U\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH DST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , V - \\\\\,�/ ALPINE CONNECTORS APE MADE OF FOGA DALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OIHERMISE INDICATED, TOP _ - BC OL 10 .0 PSF DRWG \U\\ A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY SPACED MITE PROPER SLOB TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHIRD N BC LL 0.0 PSF RAG CONNECTORS PER DRAWINGS 130, 150 a /GOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILINO -- SEE STATE _ TOT.LD. 47.0 PSF 0/A LEN. 37-0-0 CONFORM ,/APPLICABLE PROVISIONS OF NOS S TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/811 FOR PROPER ' SEAL ON TNI!DIAMIMB APPLIES IO TIE COMPO/EM1 DEPICTED HERE DRYMALL APDLICATIOM. fUwIBM A COPT OF /N13 Dn10*Q'_ 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN AM OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ,�' DUR.FAC. SPEC ---TPI - TRUSS PLATE INSTITUTE, MOS- 1921 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ','IT�11RIRR�1, SPACING 24.0" TYPE Job' (4-3611) LOT T16 37'0TRAY HIP 13 THIS DWG. PREPARED FROM COMPUTER INPUT ILOADS 6 DIMENSIONS) SUBMITTED 13Y TRUSS MFR, TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 12 N UPLIFT (LB): 390 840 630 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 13.04 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. 11991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- Bd NAILS 6 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+l-Gravity (-)'Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MMM UPLIFT NNW I MMM HANGER MMM MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455!(Jacks Only) HUS26 - + 27511 -1286/ fOd 1ply MTS12 - -10001 HUS26 - + 33151 -15501 16d (ply CONTRACTORS WARNING: MTS12 -20001(2 Each) HHUS48 - + 42991 j -16601 0d 2ply THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT268 - -37861(2 Each) (10d)I HHUS48 - + 51801 -20001 6d 2ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -44551(2 Each) (16d)) HGUS48 - + 66401 -21991 10d 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. CS150 - -1650:lEach4688 Per )ply) HGUSS 5- +113350 -39451 16d 30000 -26500 16d ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 15' g' 13' 5X5 (5 T 3X4 X4 m ) O 6 � 1.5X3 X5(A 1) =3 X5 (A i) i X J�8. ' ,a3 5X12 LJ f 13'4" 23'8" �•^� 4'3M8 32'8"8 I N� 37' _I R=419# W=3"8 R=228i# W=3"8 R=108411! W=3"8 TAG T23 Ep PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY - i TOTAL- - 1 REV. 17.2m SCALE -0. 1667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 12��g�94 TC LL 30.0 PSF REF XXIMPORTANTXX SHALL NOT BE RESPONSIBLE FDR ANY ARNING IN HANDLING, ERECTION AND (� '� I." TC OL 7.0 PSF DATE 12/29/94 \�V1A\V DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY SPACING. SEE HIB-91 BY TPI. SEE THIS DESIGN ""'t F���,� ^ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - - ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP _ - BC DL 10.0 PSF DRWG O A445 GR B EXCEPT AS MOTES. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACES WITH PROPER - 5606 _ BC LL 0.0 PSF RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING.. BOTTOM CHORD W CONNECTORS PER DRAWINGS taO. 130 c /GOA-i, DESIGN STANDARDS rnN tNlpP[A,r ATTACHED R1010 CEILING--SEE STATE OF : TOT.L0. 47.0 PSF]TYPE 0/A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER CO RIOT '•` SEAL O1 THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. Q' OUR.FAC. i -33 IN ONLY. AND SHALL Not BE RELt[D UPON IN ANY OTHER WAY. DE9iGN t0 tHE Taus ERECTION CONTRACTOR. •., INEEfr, ISPACING 24,0" SPEC +--TPI • TRUSS PLATE INSTITUTE. NDS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION NNNNN.+ Job: 4-3611 LOT T17 37'0 TRAY HIP 15 THIS DWG. PREPARED FROM COMPUTER INPUT ILOAOS 6 DIMENSIONS) SUBMITTED Y TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT ILB): 390 830 630 WEBS 2x4 SP 03 BRG.LOC FT): 0.00 13.04 35.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. 0 991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------+------------------------------------------ Bd NAILS 0 6' O.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. wwM UPLIFT www ) www HANGER www MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 4550(Jacks Only) ! HUS26 - + 27511 -12860(10d iply MTS12 - -10000 I!! HUS26 - + 3315/ -15500 16d 1ply CONTRACTORS WARNING: MTS12 - -20000(2 Each) HHUS48 - + 42990 -16600 10d 2ply THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT28B - -37860(2 Each) 110d) HHUS48 - + 51800 -20000 16d 2ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT28B - -44550(2 Each) (16d)l HGUS48 - + 66400 -21990 10d 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 - -46880(Per 2ply) HGUS48 - + 80000 -26500 16d 2ply CS150 1650/(Each) I HGUS5.5- +113350 -39450 16d 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 1 j= 17' 'T' 5' 15' =i 5X6(R) 5X5 m 3X5 3X5 A) 3X4 o (A) OD 1 .5X3 6 v X5 (A 1) 3X5 (A 1) i 4 5X1 fig• -a3 5X12 I- 13'4" 23'8" -( J 37' _I R=450# W-3"8 R=2232# W-3"8 R=1101# W=3"8 PLg T24 SEO: 68563 T. TYP.-ALPINE DESIGN CRIT=TPI QTY - 1 TOTAL - i REV. 17.2m SCALE -0. 1667 ALPINE ENGINEERED PRODUCTS, INt. rRusses REOVIRE EXTREMEIE 1 2/?9/9 4 TC LL 30 .0 PSF REF �E I MPGR T AN T**sHAu NOT BE RESPONSIBLE FOR ANYWARNING IN NANOLING, ERECTIND n 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIGN - .�T��' �i - TC DL 7.0 PSF DATE 12/29/94 FAILURE TO BUILD TIE TRUSS IN CONFORMANCE MIT"OST68 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRREALPINE CONNECTORS ARE MADE OF FOGA QALY. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATOP - - BC OL 10 •0 PSF ORWG -AAA6 CR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED MITER 5606 BC LL 0 ,O PSF RAG TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTRD wCONNECTORS PER DRAWINGS 130. 150 6 16GA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIOtO CEILINEE STATE OF TOT.L0. 47 •0 PSF 0/A LEN. 37-0 0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 11/1/911 FOER 0 AIOW'SEAL ON THIS CRANING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPYIS I. Q OUR,FAC. 1 •33 IN ONLY. ANO SHALL NOT BE RELIED UPON IN AMY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRA '�i, INEE�*�X--TPI • TRUSS PLATE INSTITUTE. NDS• 1991 NATIONAL DESIGN SPECIFICATIONFOR WOW CONSTRUCTI ��1H10#1H 111, SPACING 24.0 TYPE SPEC Job' 4-3611 LOT TIG 37'0TRAY HIP 17 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED Y TRUSS MFR. TOP CHORD 2x4 SP /2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP /2 N UPLIFT � 8): 390 830 620 .L WEBS 2x4 SP 13 BRGOC FT11: 0.00 13.04 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. (8) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) Bd NAILS 1 6' D.C. BRACING MATERIAL TO BE SUPPLIED BY ------------- --------------------- "'------------- ERECTION CONTRACTOR. TYPICAL SIMPSON OR EDUAL UPLIFT/HANGER REQUIREMENTS H)-Gravity (-i-uplift (A) 2X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- 160 NAILS 1 4' D.C. BRACING MATERIAL TO BE SUPPLIED BY NNN UPLIFT NNrNNN HANGER NNN ERECTION CONTRACTOR. H5 - -4551(Jacks Only) I HDs26 - + 27511 -128611104 1ply MTS12 - -10001 1 14US26 - + 33151 -15501 16d 1ply A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24. O.C. MTS12 -20001 2 Each I HHUS48 - + 4299► -16601 10d 2ply MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MT701 MTT288 - -4495t(�2 Each► (1164 HGUS40 - + 66401 -21991((100 2ply CONTRACTORS WARNING: MST60 - -46881(Per 2ply) �1_HGUS5 HGUS48 - + 80001 -26501(160 2ply THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS CS150 16501 Each) _5_ +113351AT SPECIFIC LOCATIONS. PARTICULAR CAPE IS ADVISED DURING ------ - ------------------------- INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 19 _�" 17' 5X6 X5 1 .5X3 3X4 m 3X5 A) (e) 3X5 (B) 1.5X3 3X4 m 6 � X5 (A i) 9, 3X5 (A03M 3X7 3 3X4 T.1 ZW3 i a 3 5X5 �--- 13'4" —}� 23'8" - f+N 4'3M8 32'8M8 i N� 37' _I R=5231 W=3"8 R=21201 W=3"B R=11411 W=3"8 P�7. TYPS-ALPINE DESIGN CRIT-TPI OTY - i TOTAL a 1 REV. 17.2m SCALE6-0.1667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF XXIMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND -7 t DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-BI BY TPI. SEE THIS DESIGN •�1�115" '�� TC OL / .0 PSF DATE 12/01/94 FAILUE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBa BY 7Pl. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MADE OF 20CA GALV. STEEL MEETING ASiM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOPBC DL 10 PSF DRWG A445 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CRRORO SHALL BE LATERALLY BRACED MI7N PROPER - . 5606 _ TRUSS AND UNLESS OTHERWISE LOCATED ON TNi5 DESIGN. POSITION LY ATTACHED PLYWOOD SEAIHING. BOTTOM CHORD M 8C LL 0 .0 PSF RAG CONNECTORS PER DRAWINGS IN. 150 L 1GOA-F. DESIGN STAMOAROS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF _ TOT.LO. 47.0 PSF 0/A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/t//1) FOR PROPER 0 RTOt' SEAL ON 1HIS DRAWING APPLIES TO TIE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. Q � DUN.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. • INEEa`',.�' SPACING 2 4.0" T YP spec ---TP - T A/ INSTITUTE. NATIONALf T F too 11RRT JD 4-3 1 T T19 37-0TRAY COMMON THIS WG. PREPARED FROM COMPUTER INPUT ILOADS 6 DIMENSIONS SUBMITTED UY TRUSS MFR, TOP CHORD 2x4 SP /2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP /2 N UPLIFT ILB): 390 830 620 WEBS 2x4 SP 13 BRG.LOC FTI: 0.00 13.04 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. ' WIND SPEED " 100.00 MPH. MEAN HEIGHT " 15.00 FT. (A) 1X4 /3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO ENCLOSED OR FULLY OPEN BUILDING !1991 SBC) BE EQUALLY SPACED. ATTACH WITH (21 Bd NAILS. BRACING --------------------------------------------------------------- MATERIAL TO BE SUPPLIED AMC) ATTACHED AT BOTH ENDS TO A TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS SUITABLE SUPPORT BY ERECTION CONTRACTOR. (+)-Gravity 1-)"Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MNM UPLIFT NNM NMN HANGER NMN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 4551(Jacks Only) HUS26 + 27511 -12061(10d !ply MTS12 -10001 I HUS26 + 33151 -15501116d ifply CONTRACTORS WARNING: MTS12 -20001(2 Each ( HHUS48 + 42991 -16601110d 2p1y THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT280 -37861 2 EBCh (10d) HHUS48 + 5180/ -20001116d 2ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 -44551 2 Each 1160) HGUS48 + 66401 -21991 10d 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. CS150 - -16501 lEach)ply) HGUSS 5- +11335/ -39451 16tl 3ply ------------------------------------'-------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �---- 19'6" }� - 17'6" J 5X5 4X6 3X4 3X4 X5 (A) 3X5 i O (A) ) 1.5X3 1 .5X3 6 (j' X5(Af) =3 X5(A 1) 1319X3X4 a3 5X12 L �--- 13'4" 238" - -� f-N 4'3"8 328NM8 37' R=456# W=3"8 R=2223# W=3"8 R=11050 W-3"8 68 PLT. TTAYP .-ALPINE DESIGN CRIT=TPI OTY . 3 TOTAL - 3 REV. 17.2m SCALE6-0. 1667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUITE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF t N*IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION ANoDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE H1B-91 BY TPI. SEE THIS DESIGN �`' 1" '� TC OL 7.O PSF DATE 12/01/94 FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FDR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` - ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS O1HEt1M ISE INDICATE., TOP BC DL 1 O 0 PSF DRUGA446 OR B EXCEPT AS NOTED. APPLY CONNECTERS TO 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 LL 0 .0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 i ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE _ STATE OF _ TOT.LD. 47.0 PSF 0/A LEN. 37-0-0 CONFORM M/APPLICABLE PROVISIONS OF Nps i 1P1. AM ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER SEAL ON T"15 OnAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FUMI5H A Com'OF THIS O RfO F Q OUR.FAC. 1 .33 IN ONLY, AND SMALL 401 BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INE t^-��� .--TP . T ATINSTITUTE. F .. F T T SPACING 24.0" tyP spec Job' 4-361 f LOT T20 f H PM 7 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADZ 6 DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 12 N UPLIFT (LB �: 700 710 WEBS 2x4 SP 13 BRG.LOC FT ' 0.00 16.00 TRUSS DESIGNED FOR 100.00 MPH WINO, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOPI AND 5.00 PSF (BOTTOM). I1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS AT LEFT ENO. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) JACKS HAVE NO WEBS. --------------------------------------------------------------- TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REOUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24. O.C. (+)-Gravity (-)-Uplilt MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- WxW UPLIFT WWW WWx HANGER WWW H5 -4551(Jacks Only) HUS26 27511 12861(10d 1ply MT512 1000/ Each)} )) HUS26 33151 1550/({((15d 1ply HHUS48 + 5180 :200 16d 2ply NST60B - -,688#( 10d 2ply Per 201y) di� GUS5448 + 80001 -2650/if6d 2ply CS150 - -16501(Each) HGUS5.5- +113351 -39451 16d 3ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS f= 163" _t 7' 9'3" -----1 4X7 1,5X3 T T m 1.5X3 0 0 r1 6 F,-,- ., m 1Y7 2X7 (A i) 4.3 9 Rm 010 ri 3X3 16'3" - - -) �--2' 16'3" i R=15751« W=3"8 5781 R=17070 W-3" TA = T58 SEO: 6861 PLf. TYP.-ALPINE DESIGN CRIT=TPI OTY 1 TOTAL - 1 REV 17.2m SCALE -05750 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 12/01/94 TC LL 30.0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND ,, n 1\ DEVIATION FROM THIS DESIGN OR MESE SPECIFICATIONS, OR ANY BRACING. SEE HID-21 BY TPI. SEE THIS DESIGN ��� US f ��i� TC OL 7 .0 PSF DATE 12/01/94 FAILURE 10 WILD THE TRUSS IN CONFORMANCE WITH USTOB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - \\\\1\/� ALPINE CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING AST" OUIPEMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10.0 PSF DRWG \U\\ A446 GP 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL 13E LAIERALLY BRACED WITH PROPER 5606 0 -0 PSF RAG TRUSS AND UNLESS DT3ERWISE LOCATED ON IRIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W - BC LL 47.0 1 CONNECTORS PER DRAWINGS 130, 150 0 I60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILINO-- SEE - STATE OF - LDUER. T.LO. `'�7.O PSF 0/A LEN. 16-3-0 COW"M/APPLICABLE PROVISIRNS OF NOS[ TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/811 FOR PROPER ORTO' SEAL ON THIS DnAMIW APPLIES /0 TRE COMPONENT DEPICTED SERE DRYWALL APPL[GT10RR. FURNISH A COPY 0' THIS AC. 1 33IN ONLY• AND SHALL NOT BE RELIED UPON IN ANY OT"ER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �' • ING SEE ABOVE TYPE h i pm 4--TP • i AI T I 1 NATIONAL F AT F i i�IFI InR11 o b: CH4-3 1 LOT T 7'4-GABLE THIS DWG. PREPARE FROM COMPUTER INPUT LOADS 6 DIMENS ONSUBMITTED Y TRU MFR, TDP ORD 2x4 SP 11 N PROVIDE UUPLFT (PLiIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CWEBS 2x4 SP /3 N BAGILOC IFTT): 0.71 7.04 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REOUIREMENTS CONTRACTORS WARNING: (0-Gravity (-)-Uplift THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT AOOITIONAL LOADS --------------------------------------------------------------- HUS26---------------------------------- AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING WWW UPLIFT WWW 1 W9W HANGER MMM INSTALLATION 10 ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 - -455#(Jack5 Only) + 27511 -12861 10d 1ply MTS12 - -1000•((( )1 ( 11 HUS26 - + 33151 -1550111116d )PlMTSf2 :2000#(2 y ly NTT299 - -4495i(2 Each) (16d1� G 548 - + 66401 -219901100 ply NST60 - -46881 Per 2p1y1 HGUS48 - + 60000 -26500 16d 2ply CS150 - -1650 Each) HGUS5.5- +113350 -3945:116d 16d 3ply --------------------------------------------------------------- i REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS i �----- 318. 3'8 T 4X4 �! 6 C7 0 2X4 (01) X4 (D 0 :1H —9f0' r4 1.5X3 6'78 f 7-4- - -� R=376# W=3"8 R=3131 W-3"8 36 PLAT. TYP, -ALPINE DESIGN CRIT=TPI QTY 1 TOTAL a 1 REV. 17,2m REO* 6862%000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXIEME CARE 12/01/94 TC LL 30.0 0 PSF REF x x I MPORT ANT M N SHON ALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND +�] 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY tPl. SEE THIS DESIGN ��t�uS"f'�,, - TC DL 7 .0 PSF DATE 1L/0 1/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE BC OL 10 .0 PSF ORWG ALPINE CONNECTORS ARE MADE OF 20GA GALV• STEEL MEETING ASTM OUIREMENIS, MESS OTHERWISE INDICATED. TOP - - A441,GR B EXCEPT AS NOTED. APPLY CONKC70M 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTAC14EO PLYWOOD SHEATHING, BOTTOM CHORM D BC LL 0.0 PSF RAG CONNECIOPS PER DRAWINGS 130. 150 9 IBOA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE STATE OF _ TOT,LD. 47.0 PSF 0/A LEN. 7-4-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI, AN ENGINEER•! ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER C O RIO* P` SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q•� JOUR.FAC. 1 .33 IN ONLY, AND SHALL NDT BE PELTED UPON IN ANY 010ER WAY. DESIGN TO ?HE TRUSS ERECTION CONTRACTOR. '���,� j ,�� -,TL,1 .T T T T NAT F AT FCONSTRUCTIONNNH H HH1A SPACING 24.0" TYP CO11tt1 (4-361,g) LOT T22 7'4 COMMON THIS DWG. PREPARED FROM OMPUTER INPUT ILOAD2 6 DIMEN N SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP i2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x1 SP 12 N UPLIFT fLB): 280 410 MEDS 2x4 SP /3 BRG.LOC FT : 0.71 5.33 :Lt Wedge 2x4 SP 13: UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. MIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS CONTRACTORS WARNING: (N-Gravity (-)-Uplift THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING NNN UPLIFT NNN MMM HANGER NNN INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 - -4550(Jacks Only) I HUS26 + 27511 -12861(10d Iply MTS12 -10001 1 HUS26 - + 33151 -1550#116d Iply ot Mi5f2 -20001(2 Each)) 1I HIPJS48 - + 42991 -16601(10d 2ply MTTMTY280 - -445511(2 Each) (f6d)l HGUS48 + 66401 -21991 lod 2olY MST60 - -4688/1Per 2ply) 1 HGUS48 - + 80001 -25501 16d 2ply C5150 - -165011Each) I HGUS5.5- +113351 -39451 16d 3ply ---------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS � -3.g1. .}._ - -3-gMP 4X4 �l T . m 1.5X3 CV cv 6 r,-3X7 1 2X4 (A 1) X4 (A I) y i0 I.5X3 m 4' 11" _L I 'B"El �. �2' 7-4- 2 R=3901 W-3"8 R=605# W=3"8 PIAT. TYP.-ALPINE DESIGN CRIT-TPI QTY I TOTAL = 1 REV. 17.2m SCALE6-035000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES MIME EXTREME CARE 12/01/94 TC LL 30.0 PSF REF T1� X I MPOR T AN T H M SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION ANO DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE NIB-91 BY TPI. SEE THIS DESIGN �1"'111 E�� TC OL /'7 ,0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT ORACINO RE ' \\ ALPINE CONNECTORS ARE MAGE OF ?OCA GALV. STEEL MEETING ASTM OUIREMENTS, UNLESS OTHERWISE INDICATED. TOP - - 13C DL 10 .0 PSF DRWG \\V_ A 44 Gp B EXCEPT AS MOVED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY 9nACEO WITH PROPER - 5506 - 0 .0 O PSF RAG CHORD AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. DOTTOM CO W - BC LL 7-4-0 CONNECTORS PER DRAWINGS 130. 150 t 1GOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE _ STATE OF - TOT.LO. 47 .0 PSF O/A LEN. CONFORM W/APPLICABLE PROVISIONS OF NOS t TPN. AN ENGINEER'S ALPINE TECHNICAL UPDATE t7/1/911 FOR PROPER 0 EV P SEAL ON THIS GRAVING APPLIES to THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q'�� 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ���F INEEA`',.` SPACING 24.0" TYp comm •--TO - i T T T 1 NAT A i AT T qNN MIHMMT Q 4- 611 LOT 7' N JACK THISDWG. PREPARED FROM COMPUTER INPUT LOADS G; DIMENSIONS) SUBMITT Y TRU MFR. TOP CHDAD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP /2 N UPLIFT �LB�: 300 200 200 WEBS 2x4 SP 12 N BRG.LOC FT 0.00 7.00 7.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. MIND SPEED - 100,00 MPH. MEAN HEIGHT - 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) ------- ------- -- ----- ------------- ------------ REACTION OF 212.01. ------ - - - - TYPICAL SIMPSON OR EOUAL UPLIFT/HALER-REQUIREMENTS-----^ A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)-Gravity (-)-UPlift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- MNN UPLIFT NMN NMM HANGER NNM CONTRACTORS WARNING: H5 -4551( Ne Only) HUS26 - + 27511 -12861 fOd !ply THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS M7512 - -10001 HUS26 - + 33150 -15501i16d 1ply AT SPECIFIC LOCATIONS. PARTICULAR CARE I5 ADVISED DURING MTS12 - -2000/ 2 Each ( HHUS48 - + 42991 -16601 10d 2p1y INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B - -37861 2 Each t10d) HHUS48 - + 51801 -20001 16d 20 y MTT288 - -44551 2 Each (16d) HGUS48 - + 66401 -2199#110d 2ply MST60 - -46881 Per 2ply) HGUS48 - + 60001 -2650/ f6d 2ply CS150 - -1650/(Each) HGUS5.5- +10351 -39451 f6d 3,1y --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=2120 W=1"8 _+12'6`4 m 0 6v m T 2X4 (AS) 4'3 9' �---27- R=526# W-3"8 R=731 W=1"8 TAY = T40 SE0' 68517 PLR. TYP.-ALPINE DESIGN CRIT=TPI OTY 17 TOTAL 17 REV. 17.2m SCASE -0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 30.0 PSF REF XXIMPORTANTNX!HALL NOT BE RESPONSIBLE FDR ANY ARNING IN HANDLING. ERECTION ANQDEVIATION FROM THIS DESIGN OR THESE SPECiFICAi[ONS, OR ANY BRACING. SEE HIB-9) BY TPI. SEE THIS DESIGN dIMEE't6o" TC OL 7•O PSF DATE 12/01/94 FAILURE TO BUILD THE TRUE! IN CONFORMANCE WITH 0S18B BY TPI. FDR ADDITIONAL SPECIAL PERMANENT BRACING iE �ot ALPINE CONNECTORS ARE MADE OF FOGA QALY. STEEL MEETING ASTM OUIREMENiB. UNLESS OTHERWISE INDICATED, TOP - - BC OL 10.0 PSF DRWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY GRACED MIT"PROPERTRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITIONLY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 •0 PSF RAG CONNECTOP!PER DRAWINGS 130. ISO L )BOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE TOT•LO. 4 •O PSFITYPE 0/A LEN. 7-O-O CONFORM M/APPLICABLE PROVISION!OF MOS i TPI, AN ENGINEER'! ALPINE TECHNICAL UPDATE T7/I/01) FOR PROPER •SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF TNI! R.FAC. 1 •33 IN ONLY, AND SHALL MDT Of RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRIES ERECTION CONIRACIOR. � �•`• .--IP -T AT T T , NATIONAL SPECIFICATION T T N.N ,RRA` SPACING 24.0- ' aCk 4 ` O b' (4-361 U LOT J 7*0 ENDA THIS DWG, PREPARED FROM COMPUTER INPUT LOADS 6 IMENSIONS SUBMITTED Y TRUSS MFR. TOP CHORD 2x4 SP /2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP /2 N UPLIFT JLB1: 200 200 200 WEBS 2x4 SP 13 SRG.LOC FT : 0.00 5.63 5.63 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD.' MIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTIONOF 190.70. --------------------------------------------------------------- TYPICAL SIMPSON OR EDUAL UPLIFT/HANGER REOUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)-Gravity I-)-Uplift MUST BE PROPERLY ATTACHEO TO THE BOTTOM CHORD. -----------------------------------------WWW UPLIFT M -MM HANGER WWW CONTRACTORS WARNING: HS -45511JBcks Only) HUS26 + 27511 -12861110d (ply THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTS12 -10001 HUS26 + 33151 -1550/116d IITY AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -20001(2 Each) HMS46 + 42991 -16601f(((fOd 201y INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 -37861 2 Each) Hod HHUS48 + 51801 -2000#1160 2pIy MTT288 -44551 2 Each) (1601 HGUS40 + 6640► -21991 100 2ply MST60 - -46881 Per 2ply) HGUS49 - + 80001 -26501 160 2ply CS150 -16501 Each) HGUS5.5- +113351 -39451 16d 3ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=i91f W-i"8 5'4" 12'6`4 6 [7- T 7I 1'0.7 l rl 9, -5'7"6 --{ 1.5X3 j R=26411 W=3"8 R=741 W=1"8 TAG = T41 SE 68519 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 2 TOTAL - 2 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS. INC, TRUSSES,EDIIRE ExTREME CARE 12/01/94 TC LL 30.0 PSF REF e **IMPORTANTX*SHALL N01 BE RESPONSIBLE FOR ANY ARNING IN /IANDLING, EEECT ION ANODEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIO-91 BY TPS. SEE THIS DESIGN dIAICCI� 'TTE"' TC DL 7.0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBS BY TPI. FDR ADDITIONAL SPECIAL PERMANENT BRACING RF. -ALPINE CONNECTORS ARE MADE OF FOGA GALV. STEEL MEETING ASIN DUIRENENIS. UNLESS OTHERWISE INDICATED. TOP BC DL 10•O PSF DRWG AU6 OR B EXCEPT AS MOTEO. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY GRACED WITH PROPER L - r'] (�TRU9S AND UNLESS OTHERWISE LOCATED ON T41S DESIGN, POSITION LY ATIA0ED PLYWOOD SHEATHING. BOTTOM CHOT10 BC LL 07 .0 PSF RAR+CONNECTORS PER DRAWINGS 130. 150 0 ISOX-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - jQT.LD. 4/ .0 PSF 0/A LEN. �J-7_8 CONFORM M/APPLICABLE PROVISIONS OF NDS 6 TPJ. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1191) FOR PROPERSEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF THIS ' QUR.FAC, i .33 INONLYANDSMALL MDT BE RELIED UPON IM ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CDRRACTOR. , �W--TP . r AT F I T NAr A r r r T 'NNN ...0" SPACING 24.0" ITYPE JaCk Job: 4-3611 LOT J END-JACK THIS OW PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP.CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED, BOT CHORD 2x4 SP 02 2x4 SP f3 N UPLIFT LB 230 200 WEBS BRG.LOC FT : 0.00 3.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100,00 MPH. MEAN HEIGHT - 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+l-Gravity (-l-UDlift --------------------------------------------------------------- MNM UPLIFTWMM MNM HANGER NNW H5 4551(JackS Only) HUS26 - + 27510 -12861110d 1ply MTS12 - -f000f I HUS26 - + 33150 -1550#(16d Iply MTS12 - -20000 2 Each 1 HHUS48 - + 42991 -1660f(10d 2ply MTT288 - -37861 2 Each 1OdHHUS48 - + 51801 -2000106d 2ply MTT288 - -44550 2 Each 16tl HGUS4B + 66400 -21990 sod 20jy MST60 46880(Per 21)ly) HGUS48 - + 80000 :26501116d 2ply CS150 16500(Each) HGUS5,5- +113351 -39450 16d 301Y REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS 2X2 6 p- -r 2X4 (AD q-3 g 1.5X3 i �----2 ---3'3" --�--� R=389f W=3"8 R=690 W=3" i PL1 .aTYP?-ALPINE DESIGN CRIT-TPI OTY a 2 TOTAL s 2 REV, 17.2m SCA�E6-N000 ALPINE ENGINEERED PRODUCTS. INC. iHI15SFs REWIRE EXTTRENE CAIS 12/01/94 TC LL 30.0 PSF AEF M*IMPORTANT**SHALL NOT BE RESPONSIBLE FON ANY A RN I NG IN "ANDLINO. ELECTION ANO DEVIATION FROM THIS DESIGN OR THESE SPEC1iICA/IONS, OR ANY BRACING. SEE N18-9I BY 1P7. SEE THIS DESIGN TC DL 7,0 PSF DATE 12/01/94 FAILURE TO BUILD 1HE TRUSS 1N CONFORMANCE WITH 05186 BY 7Pl. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONHECIDRS Ant MADE OF 206A GALY. STEEL MEETING ASTM WIREMENT5. UALESS OTHERWISE INDICATED, TDP - - BC DL 10.0 PSF DRWG U AUB OR B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SMALL BE LATERALLY DRACED WITH PROPER ,5606 /BUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SWATHING. BOTTOM CROM N BC LL 0.0 PSF RAG CONNECTINS PER DRAWINGS 130, 150 i 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED 41610 CEILING--SEE - STATE OF TOT.LD. 47.0 PSF 0/A LEN. 3-3-0 CONFORM*/APPLICABLE PROVISIONS OF NDS i TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/9/911 FOR PROPER ORIO� r: SEAL ON THIS DRAWING APPLIES IO TIE COMPONENT DEPICTED HERE DRYWALL APPLICATION. F1xWn SH A COPY� THIS Q DUR.FAC. 1 .33 IN ONLY. AND SHALL NOT 8E RELIED UPON IN ANY OJWR WAY. DESIGN TO TIE TRUSS ERECTION CONTRACTOR, -�-F INEE�,. "a c k Y--TP - 1 AT T 1 1 NA7 A SPECIFICATION F T T �T RT ,T,,, SPACING 24.0" ITYPE Job: 4- 11 LOT CORNER JACK THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS-& DIMENSIONS) Y TRUSS MFR TOP CHORD 2x4 SP /2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 12 N UPLIFT (LB�: 230 200 200 REBS 2x4 SP /2 N BRG.LOC TFT 0.00 5.00 5.00 UPLIFT BASED ON 10.00 PSP TOTAL DEAD LOAD. MIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING 11991 SBC) REACTIONOF 133.72. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. 1+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- NNN UPLIFT NOW NMN HANGER ONO CONTRACTORS WARNING: H5 4551fJacks Onlyl HUS26 - • 27511 -12B611fOd fully THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTS12 -100011 )ED DURING MTSIZ :20000(2 ))) )) HUS26 33151 15501 16d ipy 29gINSAT TALLATIONFIC LTTOAENSURE THATITHISRTRUSS IS EARE IS RECTED PROPERLY. MTT289 -44551(2 Each) lf6d)I HHUS48 + 66401 -20991 16d 2ply MS160 4688/ Per 2ply) HGUS48 + 80001 -26501 f6d 2ply CS150 -16501 Each) I HGUS5.5• +11335/ -39451116d 3ply ------------ REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS i R=13411 W=1"B 12'6"4 m 0 s p tV -�— 2X4 (A1) 4"3 !0' �--- 2' 5' R=4450 W=3"B R=4411 W=1"B TAG = T50 SEO: 66566 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY - 8 TOTAL - 8 n REV, 17.2m SCALE -0.5000 ALPINE ENGINEEPEO PRODUCTS, INC. TRUSSES PEOUIRE EXTREME CARE 12/01/94 TC LL 30.0 PSF REF IF lE IMPORTANT)E*SHALL NOT 9E RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN CA THESE SPECIFICATIONS, OR ANY BRACING. SEE HID-9t BY IPI. SEE 71/1S DESIGN - ��T,t�11�rrrr TC DL 7.0 PSF DATE 12101194 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OS168 By IPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE V ALPINE CONNECTORS APE MADE OF FOGA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE tN01CA1ED, TOP - - BC DL 10.0 PSF DRWG 4445 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACEO WITH PROPER - . 5606 - TRUSS AND UNLESS OTEnWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHOIN) W BC LL 0.0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 C 1604-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE - STATE OF TOT.LD. 47.0 PSF 0/A LEN. 5_0-0 CONFORM W/APFLICABLE PROVISIONS OF MOS C TPI. AN ENGtNEEP'S ALPINE TECHNICAL UPDATE 17/1/911 FDR PROPER O RIOT r' SEAL OM THIS DRAWING APPLIES TO IME C04POENI DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY Or THIS �� �. Q DUR.FAC. 1 .33 IN ONLY, AND SMALL NOT BE TRELIEO UPON IW ANY OTHER WAY. OESIGH TO THE TRUSS ERECTION CONTRACTOR. %rr INEE1�`' I SPACING 24.0" TYP 8Ck W--IP • t At T i t NAT F i t rrF n PH HH Jo 4-3611 LOT J 3'0 CORNER- JACK THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED Y TRUSS MFR. TOP CHORD 2x4 SP 82 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED, BOT CHORD 2x4 SP 12 N UPLIFT (L81: 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. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTIONOF 37.26. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --- ---------------(+1_Gravlty (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ----------------------- NNW UPLIFT WNW ) SOW HANGER WWW CONTRACTORS WARNING: H5 4558(Jacks Only) I HUS26 - + 27518 -12861 fOd 1ply THIS TRUSS IS DESIGNED TO BEAR AMD/OR SUPPORT ADDITIONAL LOADS MTS12 - -10001 (( 1 HUS26 - + 33158 -15508 16d 1ply AT SPECIFIC INSTALLATION L�OAENSURE THAT ITHISRTRUSS IS ERECTED PROPERLY, MTT288 3786f(2 MTT286 4688/((2 Eachl 06010d1 CARE IS ADVISED DURING MIS12 :20001(2 Each) I HG S48 - + 8000/ -26504 1S48 + 51900 -2000# 6 2ply CS150 - -16508(Each) III HGUS5,5- +113351 -39458(16d 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS i R=37# W=1"8 T� 11'6'4 m a O 6 © .~ T 2X4 (A1) 4.3 10' �---2 —3' ---� R=3841 W=3"8 R=141 W=1"8 N i PLT. TTAYP.—ALPINE DESIGN CRIT=TPI OTY - 8 TOTAL as 6 REV. 17.2m SUE 68085000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES PEOUTAE EXTREME CAPE 12/01/94 TC LL 30.0 PSF AEF rt� X X I MP OR T AN T x X SHALL NOT BE RESPONSIBLE EDA ANYWARNING TN HANDLING. EPECTION AND �f fl 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN - .�T�Wr � TC DL /-f.0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. EOR ADDITIONAL SPECIAL PERMANENT BAACING FIEE ''�� O\\ ALPINE CONNECIOAS APE MADE OF 20GA GALV. STEEL MEETING ASTM OUTAENENTS. UNLESS OTHERWISE INDICATED, IOP _ - B '1C DL +0 •0 PSF ORWG 4446 OR S EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - O .O PSF RAG TRUSS AND UNLESS 011ERVISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W 6C LL CONNECTORS PEP DnAMImGs IJO. 150 0 ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE STATE OF _ TOT.LD. 47 .0 PSF 0/A LEN. 3-0-0 CONFORM W/APPLICABIE PROYtSInNs Of NDS 9 IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FORPP"P C 0 R10� r- SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q'� OUR•FAC. 1 •33 IN ONLY, AND SHALL NOT M RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRM ERECTION CONTRACTOR. '�'� INEE '".• a--TP " T ATINSTITUTE. NATIONAL SPECIFICATION F T ,H,I. SPACING 24.0" ITYPP ack 4 4— 11 L 0 T R JACK THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) BM TT 0 BY TRUSS MFR TOP CHORD 2x4 SP 12 N NNWARNINGww AN UPLIFT REACTION OF -1501 OCCUREO ON A BOT CHORD 2x4 SP 12 N NON-WINO LOAD CASE. SPECIAL CONNECTION OR HANGER IS REOUIRED. WEBS 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS At BEARINGS AS INDICATED: UPLIFTLB : 290 200 200 THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM BRG.LOC tFT : 0.00 1.25 1.25 REACTION OF 0.00. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EGUAL SIFT/HANGER REQUIREMENTS CONTRACTORS WARNING: (+)•Gravity (-I-Uplift THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS ---------------------------------------a----------------------- AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING NMN UPLIFT wwM www HANGER MNM INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 455/(Jacks Only) HUS26 - * 27511 -12861 10d fply MTS12 -10001 HUS26 3315/ 15501 16d 1ply MTS12 -20001(2 Each) HHUS48 + 42991 -16601 10d 2ply MTT288 -3786112 Each) (f0d)I HHUS48 - + 51801 -20001116d 2ply MTT288 4455112 Each O HGUS48 + 66401 -21990110d 2ply MST60 - -4688/ Per 2ply) HGUS46 - + 80001 -26501 f6d 201y CS150 - -16501 Each) HGUS5.5- +113351 -39450116d 301y REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS i 6 9'7'12 2X4 (A fl 11:4,!g 11 4-3 R=441# W=3"B 1 PLGG T49 SEG: 68582 T. TYP.-ALPINE DESIGN CRIT-TPI QTY i TOTAL - i REV. 17,2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF k*IMPORTANT**SHALL Nor BE RESPONSIBLE FOR ANYWARNING IN 'HANDLING, ERECTION AND oifff I\ SHALL BE LATERALLY SPACED WITH PROPER 5606 DEVIATION FROM THIS DESIGN On HESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 9Y 7P1. SEE THIS DESIGN - ��T�kos f��,, - TC DL 7 .0 PSF DATE 12101194 FA ILWTE TO BUILD THE TRUSS IN CONFORMANCE WITH QSFS#BY TPI. FOP ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ATE MADE OF 20GA GALV. STEEL MEETING ASTM QUIPEMENTS, UNLESS OTHERWISE INDICATED, TOP - - 8C OL 10 .0 PSF DRWG {\(\\U\\{ A446 GR a EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHOTW TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHOno w - BC LL 0 .0 PSF RAG CONNECTORS PER ORAWINHGS 13Q, ISO C ISOA-F. DESIGN STANDARDS WITH PROPEHw.Y AIRACNED nIDIO CEILING --SEE STATE OF _ TOT.LO. 47.0 PSF 0/A LEN. 1-3— 0 CONFORM W/APPLICASLE PROVISIONS OF NAS C TPI. AN ENGIMEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FUIWISH A COPY OF THIS O Rt0'Q P OUR•FAC• 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEa`'��� SPACING 24.0" jyp a c k X--TP - T ATINSTITUTE, NAT A F AT i ....... '�NNN RTTHHHN Job: 14-3611 L O T CORNER JACK THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP 12 N NNWARNINGNN AN UPLIFT REACTION OF -2281 OCCUREO ON A BOT CHHORD 2x4 SP 2x4 SP 12 N NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM UPLIFT (FT L131: 270 200 200 BRG.LOC 1FT 0.00 1.00 1.00 REACTION OF 0.00. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WINO SPEED - 100.00 MPH. MEAN HEIGHT • 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILDING 11991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- ------TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS CONTRACTORS WARNING: ------M-Gravity H-Uplift THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS ----------- AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING NNN UPLIFT NNN ( NNW HANGER NNN INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 -45$I(Jacks only) HUS 26 a 27511 -12861 10d 1D1Y MT512 -10001 11US26 + 33151 -15501 16tl 1DlY MTS12 -20001 2 Each) HHUS488 • + 4299• -16601 fOd 2ply MTT289 -37861 2 Each) (IOd) HHUS48 - + 5180♦ -20001 161 2ply MTT283 -44551 2 Each (160) HGUS48 - + 66401 -21991 fOd 2ply MST60 - -46881 Per 200 HGUS48 - + 80001 -26501 16d 2ply C9150 -16501 Each) HGUS5.5• +113351 -39451 16d 3ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS 6 p 10'6'4 T 2X4 (A 1) 10'3 4'3 10' 2' 1 . � R=505# W=3"8 R=-22B#-8®#"6=i"8 PLT.-TYP.-ALPINE DESIGN CRIT=TPI QTY 8 TOTAL 8 REV. 17.21 __ LE68 0.5000 ALP IME ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 30.0 PSF REF X*IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. EnECTION AND n 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE Hf8-91 BY TPI. SEE THIS DESIGNX11,111"e�� T C DL 7 .0 PSF DATE 12/01/94 \\UVA`1IAU\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH UST66 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING FIE - S_ O ALPINE CONNECTORS ARE MADE OF BOGA GALV, STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10 .0 PSF ORWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORO SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD N 5606 - BC LL 0 .0 PSF RAG CONNECTORS PEP DRAWINGS 130, 150 6 ISOA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE = STATE OF - T O T,LO. 47 .0 PSF 0/A LEN. 1-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER ' a SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY DF iN14 O 810'�. Q � OUR.FAC. 1 .33 1� IN ONLY, AND SHALL NOT BE PELTED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR, ;� INEEO1+11 W--TPI • T ATINSTITUTE. NATIONAL SPECIFICATION F T �N NI 11111 SPACING 24.0" TYPaC+R Job: (4773811) LOT Z J HIP JACK THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS-& DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP /2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP /2 N UPLIFT (LB): 340 200 WEBS 2x4 SP /3 BRG.LOC FT : 0.00 4.35 TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 03-03-00 KITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM).ENCLOSED OR FULLY OPEN BUILDING 11991 SBC) SETBACK. CORNER JACKS HAVE NO WEBS. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. -------------------(+1.Gravity-(_1_Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ---------------------- MMM UPLIFT MMM NNN HANGER NNN H5 4551(Jacka Only) HUS26 + 2751# -1286/(10d 1ply MTS12 -1000# I HUS26 + 33151 -15501(164 1ply, MTS12 -2000f(2 Each) _ HHUS48 • 4299# -1660.(1tOd 2ply MTT288 - -3796112 EactiOd) HHUS48 - + 51801 -20009116d 2ply MTT288 -4455#(2 Each (164 NGUS46 + 66401 -21990110d 2ply MST60 4688a(Per 2ply) HGUSAB + 80000 -2650#116d 2ply CS150 -1650/(Each) I HGUS5.5- +113351 -39451116d 301y REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 137# rl� E - 7.5,.2 4.24 p 2X4 (A 0 -1+ i39. 1.5X3 I---2'9" 15 - -1 4'7"2 4'7"2 R=4530 W=4" 15 R-900 W=3" PLGG RE�' 6858 7.� TYPB-ALPINE DESIGN CRIT=TPI OTY - i TOTAL - 1 REV. 17.2m C LE -0. 000 ALPINE ENGINEERED PADDUCTS. INC. TRUSSES PEOUII1E EXTREME CARE 12/01/94 TC LL 30.0 PSF REF M*IMPORTANT)(X SHALL NOT BE RESPONSIBLE FOR ANY WARNING IM HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN on THESE SPECIFICATIONS. OR ANY SPACING, SEE HIO-91 BY TPI, SEE THIS DESIGN ""' TC DL 7 0 PSF GATE 12101194 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , F ALPINE CONNECTORS APE MADE OF TOGA GALV. STEEL IEEIINO ASTM GUIAEMENT3. MESS OTHERWISE INDICATED. TOP - - BC DL 10.0 PSF DRWG Gn a EXCEPT AS NOTED. APPLY CONNECTORS TO H FACE OF AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. LY AT ' TAC/ ED PLYWOOD SHEAT4ALL BE LATERALLY HING.ACED WITH PROPER TRUSS NG. BOTTOM CHOM 15606 BC LL 0 .0 PSF RAG CONNECTOPS PER OPAWINGS 130. 150 9 I80A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED Plato CEILING --SEE - STATE TOT.LO. 47.0 PSF 0/A LEN. 4"7-2 CONFORM W/APPLICAOLE PROVISIONS OF NDS C TPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/l/011 FOP P/10PER onto", SEAL ON THIS OAAWING AM IES TO TRE COMPONENT DEPICTED/ERE DRYWALL APPLICAI IOM. FURNISTI A COPY OF THIS .� F. Q. OUR,FAC. 1 .33 IN ONLY, AND SHALL MDT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTILACTOP. -.TP . T ATINSTITUTE. NAT A F AT F T SPACING SEE ABOVE TYPE8Ck Job' 4- 611 LOT I J 7'0 HIP JACK THIS DING. PREPARED FRDM COMPUTER INPUT (LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. _TOP CHORD 2x4 SP /2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 12 N UPLIFT ILBI: 510 210 200 WEBS 2x4 SP 13 BRG.LOC FT ; 0.00 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 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC1 REACTION OF 337.19. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 (+l-Gravity (-)-Uplift SETBACK. CORNER JACKS HAVE NO WEBS, --------------------------------------------------------------- NNW UPLIFT NMM I NNW HANGER MNN A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24. O.C. H5 - -4551(Jacks Only) 1 HUS26 - + 27511 -1286# 10d 1p1y MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -10001 1 HUS26 - + 33151 -15501(16d 1ply NTS12 - -20001((2 Each))) ))I HHUS48 - + 42991 -16601(fOd 2ply THIS TRUSS 1S DESIGNED p0 BEARIANGD/OR SUPPORT ADDITIONAL LOADS MTT288 - -44551(2 Each) 116A)� US48 - + 66401 -2101 991(16d 2ply (fOd 2plY AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MS160 - -4688/(Per 201y) HGUS48 - + 80}001 -26501(16d 2Qpplly INSTALLATION TO ENSURE THAT THIS TRUSS 1S ERECTED PROPERLY, REFERENCE HOLMESELUMBER OETA(iLHSHEETSFOAftll'lIt �NAHGE451((p!] AILS 127# 16 - M �• 12' 10"4 J -1 412'6'8 M 1 .5X3 0 4.24 c::;%- 2X4 2X4 (A I) 9' 2'9"15 910"13 R=563# W=4"15 - 123# R=285# W=1"8 PLT. TY5 3-ALPINE DESIGN CRIT-TPI OTY - 4 TOTAL - 4 REV. 0,2m SCALE68095000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12101194 TC LL 30 .0 PSF REF (1� X XIMPORTANT)11(SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION Arra I\ DEvwiom FROM THIS DESIGN OR THESE SPECIFICA110NS, OR ANY BRACING, SEE HIS-91 BY TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 12/01/94 FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH OST08 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , - ALPINE CONNECTORS ARE MADE OF 206A GALY, STEEL MEETING ASTM OUIIEMENTS. UNLESS OTHERWISE INDICATED. TDP - BC OL 10.0 PSF DRWG O A446 Gn B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WIT"PROPER - 5606 - TRUSS AND UNLESS OIHEnWISE LOCAIFO ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEAINING, BOTTOM CHORD N BC LL 0.0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 L I60A-F, DESIGN STANDARDS WITH PHGPERLY ATTACHED RIGID CEILING --SEE STATE OF _ TOT.LD 47 . PSFITYPE O/A LEN. 9-10-13 VO CONFORM W/APPLICABLE PROVISIONS OF NOS B IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER LO R[O♦ P•� SEAL ON THIS OnAWING AMLTES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FUIMi9N A COPY OF Tills Q �� DUR,FAC. 1 .33 IM ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER MAY. oE81GM TO THE iNU55 ERECTION CONTRACTOR. +�I,c INEE ,�`' SPACING SEE ABOVE BCIC F--IP - T AT T T T NOS - NAY A F AT T RII HHHHH` Job' 4-3611 LOT J 7-0 TRAY HIP JACK THIS OWG, PREPAR 0 FROM COMPUTER INPUT LOADS 6 DIMENSIONS) U M TT D BY TRUSS MFR, TOP CHORD 2.4 SP /2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP /2 N UPLIFT ILBJ: 440 240 200 WEBS 2x4 SP /3 BRG.LOC FT : 0.00 9.90 9.90 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBCI REACTIONOF 374.56. --------------------------------------------------------------- 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. --------------------------------------------------------------- MMM UPLIFT xxx MMM HANGER MMM CONTRACTORS WARNING: H5 - -455/(Jacks Only) I HUS26 - +w27510 -1286/(100 1ply THIS TRUSS I5 DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTS12 - -1000• 1 HUS26 - + 33f5f -1550/1160 fitly AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -20001(2 Each) I HHUS48 - + 42991 -1660/(100 2ply INSTALLATION TO ENSURE THAT THIS TRUSS 15 ERECTED PROPERLY. MTT268 37861(2 Each (IOd)f HHUS48 - + 5180f -20001t16d 2ply MTT288 - -4455f(2 Each) (16d)1 HGUS48 - + 66401 -219911100 2PIY NST60 - -46881 Per 2ply) 11 HGUS48 - + BOOOf -26501(160 2071, CS150 - -16501 Each) HGUS5.5- +113350 -39450(160 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=375# W-1"8 2X3 1!'6'8 T'7 o I.5X3 r" Tv 4.24 C:,:,- 2X4 2X4 (A1) ., T 2.12 4X6(R) k---2'9"15 -T- 6'0"13 -�- 3' 10" ----� r• 9' 10 13 R=7310 W=4" 15 R=38# W=1"8 PIAGG SEP: 68578 T. TYP.--ALPINE DESIGN CRIT=TPI OTY - 1 TOTAL 1 REV. 17.2m SLE -0.5 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES PEOUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF t XXIMPORTANTH l(SHALL NOT BE RESPONSIBLE FOR ANV ARNING IN HANDLING. ERECTION ANO DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY GRACING. SEE HIS-21 BV TPI. SEE THIS DESIGNNLTC DL 7 0 PSF DATE 12/01/94 FAILURE TO BUILD T!E TRUSS IN CONFORMANCE MIIH OSTOO BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RLE �ALPINE CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING ASTM OUIREMENTS. UESS OTHERWISE INDICATED. TOP - BC OL 10 •0 PSF DRWG A445 GR B EXCEPT AS NOTED. APPLY CONNF.CIOnS 10 EACH FACE OF CHORD SHALL BE LATERALLY OUCEO WITH PROPER 5606 TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS OESIGN. POSITION LY ATIACIEO PLYWOOD SHEATHING, BOTTOM Clem 8C LL 0.0 PSF RAG CONNECTORS PER DRAWINGS 110. 150 i ISOA-F, DESIGN STANOAROS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF' - TOILED. 47.O PSF Q/A LEN. 9-10-13 CONFORM V/APPLICABLE PROVISIONS OF NOS 0 TPI. AN ENGINEER'B ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER onto,,. .- r SEAL ON THIS GRAVING AT+PLIES TO THE COMPONENT OEPICTEO HERE DRYWALL APPLICATION. FURNISH A COPY OF E. .�� �. Q'� OUR.FAC• 1 •33 iN ONLY. ANO yMLL NOT BE RELIEO UPON iN ANY OTHER WAY. DESIGN TO TIE TOMS ERECTION CONTRACTOR. .Y 1fVE �R` Q TPI - T ATINSTITUTE- • 9 NATIONAL SPECIFICATION F TR RH,,,% SPACING 24.0" ITYPE spec Jot): (4-3611) LOT J VO TRAY CDR JACK THIS OWG. PREPARED FROM COMPUTES INPUT LOADS 6 DIMENSIONS) SUBMITTED Y TRUSS MFR TOP CHORD 2x4 SP 12 N NNWARNINGNN AN UPLIFT REACTION OF -2281 OCCUREO ON A BOT CHORO 2x4 SP 12 N NON-WINO LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. NESS 2x4 SP 02 N ' PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. ' UPLIFT LB)): 320 200 200 THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM BRG.LOC ILS 200 0.00 1.00 1.00 REACTION OF 0.00. WIND SPEEIFT DED 100 00 MP0.00 H. MESF ANAHEIGHDT LOAD.100 FT. PROVIDE CONNECTION FOR 5301 AT HIGH ENO OF BOTTOM CHORD TO ENCLOSED OR FULLY OPEN BUILDING (1991•SOCI PREVENT SLIDING, TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C, (+)-Gravity (-)-Upllft MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- NNN UPLIFT NNW I NNN HANGER NNN CONTRACTORS WARNING: H5 - -4551(Jacks Only) HUS26 - + 27510 -12861 0 6d 1ply THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -10001 1 HUS26 + 33151 - 600155010d 16d 10 AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MT512 - -20000 2 EaCh J HHUS48 " + 42990 -1612plY INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -37860 2 Each S10tl� HHUS48 + 51800 -20000116d 21 IV MTT288 - -44551 2 Each 16d HGUS48 - + 66401 -21991 fOd 2ply MST60 - -46881 Per 201yl HGUS48 - + 80001 -26501 16d 2plY CS150 - -16501 Each) HGUS5.5- +113350 -39451 16d 3plY ----------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6 p-,-2X4 (AD 8'6'4 —r- 8;2.2 4'3 G 3 2' 11 f R=505# W=3"8 R--2281 -8®#"8-1'8 PLT. TTAYP.-ALPINE DESIGN CRIT-TPI OTY 2 TOTAL 2 REV. 17.2m LE680� SCA5000 NE 1.1.1141. PRODUCTS. INC. TRUSSES REGUITE EXTREME CARE 12/01/94 TC LL 30.0 PSF REF 2 )(*IMPORTANT)(*SHALALPIL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN DIT 11EgE SPECIFICATIONS, OR ANY BRACING. SEE HIG-91 BY FPL BEE THIS DESIGN �'''� f'�,,� TC DL 7.0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING 11E � O\\\\Vn ALPINE CONNECTORS ARE MADE O' FOGA GALT. STEEL MEETING ASTM OUH$MENTS. UNLESS ORIERWISE INDICATED. top - BC DL 10 .0 PSF DRWG A445 OR B EXCEPT AS NOTED. APPLY CONNECIORS TO EACH FACE OF CIORO SHALL BE LATERALLY BRACED WITH PROPER - SGO6 TRUSS AND UNLESS OTHERWISE LOCATED ON TRIS OEStGK POSITION LY ATTACIEO PLYWOOD SNEATHiNG. BOTTOM CHOND N BC LL 0.0 PSF RAG C(W+4EC10Rg PER DRAWINGS 130, 150 i )GOA-F, DESIGN BIAIOAPOS WITH PROPERLY ►tiACREO RIGID CEILING --SEE STATE OF [SPACING OT.LD. 47 .O PSFITYPE 0/A LEN. 1-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE IEIT/911 fop PROPER ' PSEK ON 1419 GRAVING APPLIES 10 114E COMPONENT DEPICTED HERE OiYWKL APPLIC.ATIOI. FURNISH A CPT OF THIS OR10 Q. 1 .33 IN ONLY. AND SHALL NOT K RELIEO UPON IN ANY OTHER WAY. OEltoMT ITHEfRNSB EIECIIOI CONTRACTOR, �,,,L� INEE�'•� , UR.FAC.T--P .T AT T T , NAE NA F AT T NTi ,,,r 24.0" aCk Job: 4-36+11 OT J TRAY COR JACK 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. 90T CHORO 2x4 SP /2 N UPLIFT {LB): 270 200 200 WEBS 2x4 SP F2 N BRG.LOC lFT): 0.00 3.00 3.00 UPLIFT BASED ON 10.00'PSF TOTAL DEAD LOAD. WIND SPEED + 100.00 MPH. MEAN HEIGHT + 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTIONOF 37.23. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS PROVIDE CONNECTION FOR 5301 AT HIGH ENO OF BOTTOM CHORD TO (+)"Gravity (-)-Uplift PREVENTSLIDING. --------------------------------------------------------------- WxW UPLIFT WWWWWW HANGER WWW A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. H5 45511Jacka Only) 1 HUS26 + 27511 -1286#(l0d 1ply MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 + -10000 ) HUS26 + 33151 -155001163 1ply MTS12 - -200011t2 Each `(S( ))1I HHUS48 + 42991 -16601-2000f(SlfOd 2piSd ll yy THIS TRUSS 15 DESIGNED TO BEAR ORT AL - -44556 2 Each 10d 2ply IAT SPECIFIC NSTALLATIONTOTHAT TH SNTRUSSSISPERECAR CARE IS TEDIPRED OPERLY. CNG S150B f650#(Eachjp�Y)6df( HGUS5 5+ +!13350 -39US48 30001 45/116d 3ply I 11 REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=37T# W=1"8 9'6-4 1 22.0 p 8 e"2 2X4(A S) 4 3 8+2�8' f 2 __��.____,3 R=38411 W=3"8 R=141 W=1"8 TAG = T45gEO: 68574 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY 2 TOTAL a 2 REV. 17,2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES HEDUIRE EXTREME CARE 12/01/94 TC LL 30,0 PSF REF )()(IMPORTANT)()(SHALL NOT at RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND wll I\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI, SEE THIS DESIGN5606 - TC OL 7.0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 051118 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ALPINE CONNECTORS ARE MADE OF 20GA GALV, STEEL MEETING ASTM GUIPEMENTS. UNLESS OTHERWISE INDICATED. TOP - BC DL 10.0 PSF DRWG 0 A449 GR B EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPERM. - - HIUSS AND IESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0 .0 PSF RAG CONNECTORS PER DRAWINGS t70. 156 C 1504-F, DESIGN STANOAROS WITH PROPERLY ATTACHED RIGID CEILING-- SEE STATE OF _ T OT.LO. 47.0 PSF 0/A LEN. 3-0-0 COWORM W/APPLICABLE PROVISIONS Of NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL LIPOATE (7/I/911 FOR PROPER SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 R10� Q P: 1 .33 1 N ONLY, AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR, INET^_T�� SPACING 2 4.0. T Yp j 8 C k V--TP " i AT INSTITUTE, NATIONAL f i F i t ',/,'RTI 11H1TA Job' (4-3W)1 OT J 510 TRAY CDR JACK THIS DWg. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 12 N UPLIFT JLB): 290 200 200 WEBS 2x4 SP 13 BRG,LOC FT11: 0.00 5.00 5.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD, WINO SPEED • 100.00 MPH, 14EAN HEIGHT - 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTION OF 170.38. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. (+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --- NMN UPLIFT NNW 1 NNN HANGER NON CONTRACTORS WARNING: H5 -4551(Jacks Only) 1 MUS26 + 27511 -12860(10d 1ply THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTS12 - -10001 HUS26 + 33151 -15500116d 1ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 -20001(2 Each) I HHUS48 + 42991 -16601(10d 22'p INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT2BB - -3786112 Each) 110d) HHUS48 + 51801 -20000116d 2p)y MT1288 -44551 2 Each) lf6dl� HGUS48 + 66401 -2199/410d 2ply MST60 -4688/jeer 2Dly) HGUS48 + 80000 -2650#116d 2ply C5150 16501 Each) HGUS5.5• +113351 -39450116d 3ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=17011 W=1"8 1.5X3 10'6"4 m T 0 sD m T �' 9 2X4 (A1) 4-3 3 38 4X5(R) �--- 2' ----1 4'3 8 --- m—) 5. R=4451 W=3"B R-7# W=i"B PLT. TTAYP. -ALPINE DESIGN CRIT-TPI QTY = 2 TOTAL - 2 REV. 17.2m SCALE6-05000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 12101194 TC LL 30 .0 PSF REF (�2 **I MP OR T A N T X X SHALL NOT 9E RESPONSIBLE FOR ANYWARNING IN HANOLING. ERECTION AND T,,,,, , \\\rVN DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-9t BY TPI. SEE THIS DESIGN ���Vtj E'�., TC DL 7.0 PSF DATE 12101194 FAILURE TO BUILD T"E TRUSS IN CONFORMANCE WITH UST89 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTOP9 ARE MADE OF POGA GALV, STEEL MEETING ASTM OUIRENENTS, UNLESS OTTEAWISE INDICATED, TOPBC DL 10.0 PSF ORWGA446AB OR B EXCEPT AS NOTED. APPLY CONNECIOTK 10 EACH FACE OF CHORD SHALL BE UIEMLLY BRACED WITH PROPER - . 5606 - TnUSS AND UOTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACIIEO PLYWOOD SHEATHING, BOTTOM CHORD - W BC LL 0.0 PSF RAG CONNECTORS PER rEn DnarINGS 130, Iso S f60A-F, DESIGN STANDARDS WHIR PROPERLY ATTACHED R161D CEILING --SEE STATE OF TOT.L0. 47.0 PSF 0/A LEN. 5-0-0 CONFORM r/APPLICABLE PROVISIONS O' NDS C IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 VOR PROPER C O RlO* SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTEO HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS F Q': OUR.FAC, 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY ODER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR, SPACING 24.0" ]T�YP spec i--TP AY TUTN A F AT i i SRI HIRRR� Job' 4- T 1 LOT 7*0 TRAY ENO JACK THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS-6 DIMENSIONSI DIMENSIONSSUQMItTEQ BY TRUSS MFR, TOP CHORD 2x4 SP /2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT p4DRO 2x4 SP /2 N UPLIFT (LBI: 310 200 200 WEBS 2x4 SP 13 BRG.LOC FT : 0.00 7.00 7.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH, MEAN HEIGHT - 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTIONOF 257.44. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. M-Gravity (-)"Uplift ------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. -----------------+----------------------- NNN UPLIFT NNN WNW HANGER MMM CONTRACTORS WARNING: H5 455#(Jacks Only) HUS26 + 27511 -12861 fOd iply THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MYS12 -10001 HUS26 33151 1550/ 1603 1ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING NTS12 2000#1(`2 Each) (t ))1 HWS48 + 4299/ -16601 lOd 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 3786112 Each) lf6d)j NG S48 + 6640/ -2199 16d 201Y MS760 4688/(Per 2aly) HGUS48 - + 60001 -26501 16d 2p1Y CS150 -1650/(Each) I HGUS5.5" +11335/ -3945/116d 3ply ----------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=257; W-1"8 m 1 .5X3 0 6t? 9' 2X4 (A1) . y a 3 4X5(R) �2' .1 4N3"8 _1_ 2N8 8 7 R=5261 W=3"8 R=271' W=1"8 PLT. TYP3-ALPINE DESIGN CRIT=TPI OTY - 4 TOTAL - 4 REV. 17.2m SCALE6-0.5000 ALPINE ENGINEERED PRooexls, INC. TRUSSES PEGUIRE EXTREME CARE 12101194 TC LL 30.0 PSF REF X*IMPORTANT)()t SHALL NOT BE RESPONSIBLE FDP ANY ARN I NG IN NANOL TNG, ERECTION AND 1\ DEVIATION F11d1 TN($DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE T/11$DESIGN1`,t'Us TC DL 7 .0 PSF DATE 12/01/94 FAILURE 10 BUILD TIE TAUSS IN CONFORMANCE WITH OSTIA)BY TPI. FDR ADDITIONAL SPECIAL PERMANENT BRACING RE NE - `)v O\\\\\Vv7 ALPINE CONNECTORS ARE MADE OF 20GA QALY, STEEL MEETING ASTM OUIREMENIS. UNLESS OTHERWISE INDICATED, TOP - - BC OL 10 .0 PSF ORWG O A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER -- 5606 US - IRS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W - BC LL 0 .0 PSF RAG CONNECTORS PER DRAWINGS 130, 156 C t60A-F, DESIGN STAHOArgI$ WITH PROPERLY ATTACHED 81610 CEILING -- SEE STATE OF -NF To CONFORM 47 .0 PSF 0/A LEN. 7-0-0 COORM N/APPLICABLE PROVISIONS OF NOS C IPI. AN ENGINEER'S ALPINE TECHNICAL t"ATE I7/1/!f) FOR PROPER ' T '] SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APDLICATTON. FURNISH A COPY OF THIS , �. O RIO Q•` OUR.FAC. 1 .3 3 IM ONLY. ANO SHALL NOT BE NEL IED UPON IN ANY OTHER WAY. DESIGN 10 THE TRUSS ERECTION CONTRACTOR, - .--TP F r t ',�''Hrt HMHM``" SPACING 24.0" ITYPE spec R a REFER TC LAYOUT DIMENSL13N IS TO FACE OF GIRDER. u < 8' MAX > zu .. Vs 2 a U OF I2d NAILS k .8 T a TOP CHORD B a BOTTOM CHORD am � F4 v g -Q" pI,AS�llGl tf g -0" pI,ATE{iia kt PI O a y � y � m 10 v rn �. NN -' fU N l� \ N o cu 1 CD E-N 20'-q" � 2 APR 121995 Budding and Zoning MMREVISIONS CHK H0L1tIES LUMBER CUSTO X JOB a-36u 12-2-94 TRUSS C D. PR �cT: 37� A&C W5 6550 ROOSEVELT BLVD. JACKSOWUF- FL. 32244 PHONE (904) 772-6100 FAX (904) 772-1973 fi CD J cell ern L r N r r m'n N � a o- m v .r rn N , N a ti w PLAN ROOF ��T E �E� a sCLE� .T N4� T