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90 NE 96 St (4)Date g 2 ' a z Time Type Insp'n g 4, � l ? .� Permit No. fi? "� 2 7 - 937 Name 7I4M _ Address I Q 'v € %t s ' Company L- ' S ' 40 / � /aild Phone # 3bs C 23' 3 For Inspector: s s -� Name e Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request /Inspector Passed Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until !WAS. Inspection Number: INSP - 16598 Inspection Date: 05/08/2006 Inspector: Grande, Claudio Owner: TURNER, ARI LYNN Job Address: 90 96 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: DISCOUNT PRESSURE CLEANING SERVICES Building Department Comments Thursday, May 4, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone 05)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - Repair Phone Number (305)758 -1772 Parcel Number 1132060130600 Lot: Phone: (754)422 -2010 Page 1 of 2 Inspection Number: INSP - 10916 Inspection Date: 04/18/2006 Inspector: Grande, Claudio Owner: TURNER, ARI LYNN Job Address: 90 96 Street NE Project: <NONE> Contractor: DISCOUNT PRESSURE CLEANING SERVICES Building Department Comments Monday, April 17, 2006 Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: RF -3 -06 -511 Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - Repair Phone Number (305)758 -1772 Parcel Number 1132060130600 Lot: Phone: (754)422 -2010 Page 1 of 2 Passed Inspector Comments (7 )//6 f '�'� 40 , it e' ---.) ' ` Failed Correction Needed Re- Inspectio 4 Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. , until Inspection Number: INSP - 10916 Inspection Date: 04/18/2006 Inspector: Grande, Claudio Owner: TURNER, ARI LYNN Job Address: 90 96 Street NE Project: <NONE> Contractor: DISCOUNT PRESSURE CLEANING SERVICES Building Department Comments Monday, April 17, 2006 Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: RF -3 -06 -511 Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - Repair Phone Number (305)758 -1772 Parcel Number 1132060130600 Lot: Phone: (754)422 -2010 Page 1 of 2 Issue Date: 3/3/2006 Owner's Name: ARI LYNN TURNER Permit Type: Roof Work Classification: Roof - Repair Job Address: 90 96 Street NE Contractor(s) Phone Primary Contractor DISCOUNT PRESSURE CLEANING . (754)422 -2010 Yes Comments: PRESSURE CLEANING AND REPAIR BROKEN TILES Additional Information Miami Shores Village, FL 33138- Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 03/01/2007 Type of Work: Repairs Additional Info: Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due CCF Education Surcharge Notary Fee Permit Fee - Repairs Scanning Fee Technology Fee Total: Amount $1.20 $0.40 $5.00 $100.00 $3.00 $2.50 $112.10 Building Department File Copy Applicant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: RF -3 -06 -511 Phone: (305)758 -1772 1132060130600 Lot: PB: Total Square Feet: 0 Total Valuation: $ 1,600.00 Required Inspections Roof in Progress Final Roof Invoice Number RF - 3 - 06 - 24010 Total: Amt Due $112.10 A Paid MAR 0 7 PAID NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. BUILDING RISCEIVED 1 , Permit No. RP - PERMIT APPLICATION FBC 2004 Tenant/Lessee Name FOLIO / PARCEL it Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 I 1 f (J , Tel: (305) 795.2204 Fax: (305) 756.8972 0 1 ZJQ • Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) AC Lynn �r e' Phone # C O Ni Owner's Address i -n • �"` (p . Cit `/ , u S L ! . State VI....- Job Address (where the work is being done) C O NJ 1 E • (.p JI • Is Building Historically Designated YES NO v Zip 33 ITS Phone # City Miami Shores Village County . Miami -Dade Zip 33138 Contractor's Company Name ' (tJ & k e ieoC h a- JjAl one # (`75 472 -2010 Contractor's Address 2 -$C%0 W 1 Ctrel POW-- City CYlr ,ea Q \L State Zip - 43313 Qualifier Name t u C•CCAZVA Phone # State Certificate or Registration No. 1,0q Cfc Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ❑Addition ['Alteration ['New V use ❑ Demolition Describe Work: P UQQ clecr i * �.� �`CZj 11l) , i €e % U2s2 ********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee CD- Permit Fee $ / 0 V CCF $ 1 •2-0 CO /CC Notary $ 5 -CO CC) Training/Education Fee $ 0 • 4-0 Technology Fee $ Z KEG Scanning $ 3 -CO Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 1 12_ Ecj MAR 0 7 PAID a/02,7 See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) C,1(1(;t,_ Mortgage Lender's Address U , ex Z" 69 (a City CC)\tUUM b .j State C Owner or Agent The foregoing instrument was acknowledged before me this 1 day of MH _ 20(ij by AJJ Lqn {� TC. r y,, who is personally known to me or who has produced t As identification and who did take an oath. NOTARY PUBLIC: I Sign: Print: My Com iss (Revised 02/08/06) on Expires: APPLICATION APPROVED BY: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien lax brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Contractor The foregoing instrument was acknowledged before me this 1 day of lki rch , 20( bya 1 i ( wjcs who is personally known to me or who has produced ID as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My . , m fission Expi es: Zip t i 3 Plans Examiner Engineer Zoning • ••• SECTION R4402.13 • • • • • HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNEIiS14 FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofingcontraetor tQ with the required roofing permit, and to explain to the owner the content of the kotion The Ito ^ isuons R4402 govern the minimum requirements and standards of the industry for roofing system installatio Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has bee„%explitine i :•• :• •�,): • • • • • • • 1. . 'l Aesthetics- Workmanship: the workmanship provis of S • for the purpose of providing that the roof system meets the wind resistance instruction performance standards. Aesthetics (appearance) are not a con respect to workmanship provisions. Aesthetic issues such as color or arc appearance, that are not part of a zoning code, should be addressed as pa between the • • er and the contractor. 2. _1 /. Renailing wood decks: When replacing roofing, the existing w•`7 roof(deck m A� e o be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. Nik Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. 4. � Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. The provides the option of maintaining the appearance. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. _ Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof Contr. tor : ignature Date HIGH - VELOCITY HURRICANE ZONES v ' -1 Section A (General Information) Master. Permit No. 06 SC Contractor's Name Job Address ❑ Low Slope ❑ Asphaltic Shingles Florida Building Code .Edition 2004. •• • High Velocity Humcane Zone Uniform Permit Application Fore. • •1: •. ••• • •i to' i• 4 •• • • • • • •. • • • • ••• • • • • • • • • • ••• • • ••• • • • • • • • •• •_• • • •••• •. • • • • • • • Z. • .. • • • •. ••• • Process No.. �` • • • • q fk Sk 124,S F. 3313g ROOF CATEGORY ❑ Mechanically Fastened Tile t"Mortar /Adhesive Set Tile ❑ Metal Panel/Shingles. ❑ Wood Shingles /Shakes ❑ Prescriptive; BUR -RAS 150 ROOF TYPE ❑ New Roof ❑ Reroofing ❑ Recovering 52( Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) S 20 CO Section B (Roof Plan) Sketch Roof Plan: illustrate all levels and sections, roof drains, scuppers, ove ow scuppers and overflow .drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 1 r • • • • • • • • • • •• • • •• • PERMIT APPLICATION FOR MIAMI SHORES VILLAGE � Date r Job Address 9® ,EE' 9� Tax Folio Legal Description Owner / Lessee / Tenant 50 A LU �it ►I/ Owner's Address 90 /16 Contracting Co. C fsolF IZePA/g, Qualifier Y " /4 Phone 9,1i- -/Z.7 State # . 53 7 16' / Municipal # Competency # /6% Ins.Co. fkrilf Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANIC ROOFIN PAVING FENCE SIGN WORK DESCRIPTION /I 'IR a Ua C / e& /c.i� j., Square Ft. 0 2, L/43 Estimated Cost(value) C�tIO WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Ii. Signature of owner and /or C do President We cogdo N0 te: Notary as to Owner a My Commission Expires: ** * FEES: PERMIT APPROVED: * * •••••.• * AUG. yr 1998 * 3 Zoning RADON esi•ent 7Y PUBLIC, STATE OF FLORIDA CARMEN M. GONZALEZ C t. ISS!ON NO: CC-399170 • CHY COMMISSION EXPIRES C.C.F. Fire Buildin Address Z/2.25/ xi(/9/i9 " /timQ /991/ -G Signatu Date: No ary as to Contractor or Owner- i-4 My Commission Ex p iI YPU S ION EXP 5 9 5 BONDED THRU GENERAL INS. UND. J * * * * * * * ** Master Permit # Phone - PT r ctor or Owner - Builder NOTARY TOTAL DUE 3i 37 7 Other Electrical Mechanical Plumbing Engineering MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement or ore plans and specifications herewith submitted for the build ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plats and specifications must be kept at building during progress of the work. Owner's Name and Address " C u, q ! , t� q U Date.. — _ __ _. _._ 19 / ... No go Street NL 3 Registered Architect and /or Engineer y--�-- , ,,,, ITV , „,,,,,,,,,,,,,,,,,, -., rh n c v+r Name and address of licensed contractor ZJ b f1 t U OF ,/.. 6 CO 7 a 3 / J3er� -, e { S T 9 s%' SY 9/ Location and legal description of lot to be built on: Nor_�r«- sdS L .>” Lot Block Subdivision 2 D ✓V E Tt ? 4, S riTE 4 74- ' Street and Number where work is to be done State work to be done and purpose of building (by floors) _..__ and for no other purpose. New Building Remodeling Addition Repairs No. of Stories _ C SZ TI L L- �vEi✓ To be constructed of Kind of foundation Roof Covevring sY. 57 hi �/ S (J Estimated Total cost of improvements $ 1 e 6--O 0 • °° Amount of Permit $. 7 Zone cubage required .Plan Cubage Distance to next nearest building. Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the 'Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as arc required by the Act. The undersigned agrees to employ only such s ntractors, on work to be performed under this permit, as are licensed by 1i1iami Shores Village. Remarks —_. ..__ (Signed).. STATE OF FLOP IDA, COUNTY OF DADE. } ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated ar 47(7/14/C7 Permit No.._.. "' _.1 � 1 ) Date Read, Sworn to and Subscribed before me. Disapproved �._._. Date Notary Public, State of Florida (Signed) Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member .. .. Member _- ._. - -.- Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Pl.tnnir,;; Board. A re inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspevtitm at faulty materials and /or workmanship. Mechanical Erection: For trusses erected by mr:hanu <d Means cranes, fork -lifts or others), adequate sling, booms and /or spreader bars must be used to prevent lateral suam Whw� la�ye trusses require- a boom, the lines from the boom to the 11 uss must be vertical or "toe -in," not "toe-out" as toei out will tend to cause buckling of the truss. This is especially important when long trusses or flat trusses are lifted by cranes. Trusses may be erected singly or in groups of four or five banded together. This will be largely dependent on the length and slope of the trusses. It is extremely important that a rope be tied to the truss or group of trusses so it can be guided to the proper position on the top plate or wall. Use common sense and caution and your truss erection job will be relatively simple and safe. Spreader Bar 1111111 III MI 11111 %I %I I�IMI " I I Approx. 1/2 to 2/3 of Truss Length IPPW \/ Approx. 1/2 to 2/3 Truss Length Intermediate Spans 30 ft. to 60 ft. Strong -Back tied to top chord at approx. 10 ft. intervals ■1 \I1■71 / /�I Approx. 2/3 to 3/4 of Truss Length Long Spans over 60 ft. Approx. 2/3 to 3/4 of Truss Length 0 0 m m CD to c a 0) ' a z >✓ W 0 M 0 3 n 0 a ROOF TRUSS FLOOR SYSTEMS QUALITY ROOF TRUSS COMPANY 3300 N.W. 2nd Avenue, Boca Raton, Florida 33432 TELEPHONE: (305) 395-3525 Dade County: (305) 685 -7241 949 -3842 IMPORTANT NOTICE During erection and before any application of plywood er roofing, etc., is applied; all trusses must be well braced. If you have any questions, be sure to consult with your architect or engineer for further bracing details. Special care should be used in lifting all trusses. Protect both the trusses and erection personnel by using either a spread bar or strong back support as described in this folder. 45 °Continuous Cross Bracing (typical) TRUSSES Continuous Horizontal Bracing 1 � 45' Continuous Cross Bracing \ N Continuous Horizontal Bracing ROOF PERSPECTIVE Bracing is an important and necessary part of your roof system. two (2) nails How to Erect Trussed Rafters,: These recommendations are presented only as a guide! In all cases, the erection agent — whether the fabricator or building contractor — is responsible for field handling, erection, tem- porary and permanent bracing since he is most familiar with local climate conditions and the special job site problems. Unloading Trussed Rafters: Trusses should be unloaded onto relatively smooth ground. They should not be unloaded onto rough ground as this could cause undue lateral strains ... and possibly distort or otherwise damage the trusses. Dumping is possible providing the trusses are banded into bundles. Banding them into bundles is necessary to safeguard their structural in- tegrity as much as possible. How To Brace Trusses: During erection temporary bracing shall be installed to hold the truss true and plumb and in good con- dition until ...e..ent bracing -^n be applied. ;die, aii bracing rer............ a •A Pp 9 has been applied, then the application of plywood and roofing materials will contribute to the rigidity of the complete roof structure. All components must be permanently fastened into place before the application of any Toads except erection weights. There are two distinct types of bracing, "Temporary" and "Permanent." Each type is important and plays a major role in the structural integrity of the total roof system. Temporary Bracing: The most common cause of dominoing is inadequate temporary bracing. Three types of temporary bracing are important. 1. Gable End (or first truss) Bracing: The gable end or first truss must be adequately anchored to serve as the starter. Note figure 2 which shows the inside and outside bracing of the gable end. Gable end bracing and positioning to the existing wall of the building may be used during erection in lieu of bracing to the ground providing high winds are not experienced. Outside Bracing Fig. 2 Inside Bracing .2. Truss Spacers: Figure 3 shows short pieces of 1 x 4 or 2 x 4 ' used not only as a lateral bracing of the top chord back to the gable end, but also as a truss spacer to maintain the 2' -0" o.c. increment of spacing throughout the roof structure. Truss Spacers Fig. 3 Gable Brace 3. Cross Bracing: As shown in figure 4, cross bracing is applied to one or more of the long diagonals within the attic space to prevent dominoing. It is important to start the cross bracing at or near the peak of one gable end and continue across the build- ing to the base of the opposite gable end. 1 x 4's or 2 x 4's should be used for cross bracing. Cross Bracing Fig. 4 trusses Permanent Bracing: Top chords may be considered sufficiently laterally braced if properly nailed plywood sheathing is used. However, if other sheathing, such as spaced sheathing for shingles, metal roofing, etc., is used, additional lateral bracing may be required. Wide spaced trusses or trusses with no ceiling materials applied direct to bottom chord require permanent bottom chord bracing. Two rows of bracing, at the third points or maximum 10' -0" o.c. tying the bottom chord to the end wall is required. Long diagonals may require laterial bracing depending on the truss design. This bracing should start at a wall and be tied into all trusses and the opposite well as per the truss design. Special bracing as indicated on the roof design should be pro- vided where required. Remember, bracing is simple if you start at a point of stability, such as a wall, and tie in all points that require bracing. Erection Procedure: 1. Start with one gable end truss and fasten it to the top plate with toe nails or anchors as conditions require.' Be sure to brace the gable end as shown in figure 2. 2. Next position the first common truss and fasten it to the top plate. Brace the first common truss as in figure 3. 3. Continue positioning, fastening and bracing trusses until all trusses are in place. Some erectors will follow up with a sheath- ing crew after about half the trusses are erected. Sheathing adds stability to the trusses when it is tied into a braced gable end. one man - 'r \ /' Fig. 5 / Fig. 6 v& \V/ _ sling for larger trusses Fig. 7 two men a HIP GIRDERS) 2'- 0" 0.C. 3275 7 -0" TYPICAL HIP CORNER FRAMING PLAN 2.5 UP TO 7 5' - 0" 17 '- 0' 11 0 3 -5 3252 9' -10 13/16" HIP JACK N 0 T/C SLOPE 3 -8 3 -8 3275 TRUSWAL SYSTEMS: PLATES ARE MADE FROM IS • 20 GAUGE GRADE A (ASTM A 455-72) PRIME, HOT DIPPED OALV. STEEL. PLATES SNAIL 55 APPLIED TO 110TH FACES OF TRUSS AT EACH JOINT. WHERE DIMENSIONS ARE NOT SHOWN, PLACE PLATES SYMMETRICALLY ABOUT JOINT OR AS INDICATED 51 CIRCLES 10). WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP CHORDS, THEY SHALL BE BRACED AT INTERVALS NOT EXCEEDING S' -0 ". WHERE NO RIGID CEILING 15 APPLIED DIRECTLY TO BOTTOM CHORDS, THEY SHALL BE BRACED AT INTERVALS NOT EXCEEDING 10' -0 ". ALL ADDITIONAL BRACING INDICATED MUST BE INSTALLED AS PART OF THE PERMANENT STRUCTURE. TRUSWAL SYSTEMS INC. BEARS NO RESPONSIBILITY FOR THE ERECTION OF TRUSSES. PERSONS ERECTING TRUSSES A115 CAUTIONED TO SEEK PROFESSIONAL ADVISE REGARDING TEMPORARY EREC110N BRACING WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND "DOMINOINO ", CUTTING AND PABRICATION SHALL BE ACCOMPLISHED USING EQUIPMENT WHICH WILL PRODUCE SNUG FITTING JOINTS AND PLATES. OVERALL SPANS ARE BASED ON THE USE OF A A" NOMINAL WIDTH OF BEARING AT EACH END. BEARING WIDTHS OF UP TO 5" MAY 111 USED WHICH WILL PERMIT AN INCREASE IN THE MAXIMUM OVERALL SPAN OF 5 ". `11 11111 1IJ r ,, ,, ci .‘ ,�N�p E ' ,,, ° P� ........ ,P ' . No. 12285 {7 F STATE OF e . °'ST ENG IOR10P . � EREO .� ''rr11i111111 � LUMBER SPECIFICATIONS (SPIB 1977) HIP JACK TOP CHORD BOTTOM CHORD WEB ALL JACKS NOTE 3 NOTE 3 2x4 No.1 K.D. 2x4 No.1 K.D. 2x4 No.3 K.D. 2x4 No.2 K.D. Top Chord Live Lood 30 psf Top Chord Deod Lood 15 psf Btm. Chord Live Lood 0 Of Btm. Chord Deod loud 10 psf TOTAL 55 of 33.37. Allowoble Unit Stress Increase for Short Term Loodirg SO. PINE SO. PINE SO. PINE SO. PINE TRUSWAL R O N EL NOTE 1: NOTE 2: NOTE 3: CORNER JACKS FASTEN W/2 - 16d TOENAILS FASTEN W/3 - 16d TOENAILS FASTEN W/4 - 16d TOENAILS OR WITH APPROVED 45 TRUSS HANGAR TYPE 7' JACKS PITCH 2.5 TO 7/12 DRAWN BY A.E.A. SPAN 7' SET BACK CHECKED BY A.E.A. NOTE 2 NOTE 1 NOTE 1 NOTE 1 SPACING 24" 0.C. DATE 5 -27 -77 DRWG. No. T -HJ -47 D HEEL PLATE AS SHOWN ON TRUSS DESIGN • (TYPICAL) Aga • • 216 . 1.5-3 • 1630 . 1- . . • . 1.5-3_____.----- 1630 . • . . . , • 2.5-4 _--- -- 1".-..4.1MMINNE .. 2437 ,- --- 1 2 3 2x4 RAKE ROOFING ROOFING • OVERHANG 3 HEAVY 4 LIGHT 2x6 RAKE • ROOFING ROOFING OVERHANG _ 2.5-4 OVERHANG RETURN UP TO ----'- 12" (USING W/LEVEL WEDGE) • UP TO 2:-0" • UP TO 2 1_173 CHORD) UP TO 4'0" OVERHANG W/LEVEL aETURN (2x4 TOP . 2x4 OVERHANG RETURN WITH a RAKE OVERHANG LEVEL 1.5-3 1630 _ RECPD. . NOTE: LUMBER TO BE AS SPECIFIED ON TRUSS DESIGN. . . TRUSSES SHALL BE FASTENED TO BEARING WALLS WITH FRAMING ANCHOR OR EQUIVALENT. IN AREAS SUBJECT TO HURRICANE WINDS, TRUSSES SHALL BE FASTENED WITH 1/8" X 1" STEEL STRAP ANCHOR EMBEDDED IN TIE-BEAM AND BENT OVER TOP CHORD (BOTTOM CHORDS IN CANTILEVER TRUSSES) AND SECURED WITH 3-16d NAILS. OTHER EQUIVALENT METHODS MAY BE USED. LEVEL RETURN OVER 24" LONG SHALL BE FASTENED TO 2x4 TREATED LEDGER. WITH FRAMING ANCHOR. LEDGER TO BE BOLTED TO WALL 48" O.C. (24" O.C. FOR OVERHANG GREATER THAN 48".) • . . LIGHT ROOFING ■ ASPHALT SHINGLES, SHEET METAL ETC. HEAVY ROOFING ■ SLATE, CEMENT TILE ETC. • • 2.5-5 _.- .........„------- 2452-- It 2452 -- :WEB . ..■ UP TO 3 1.5-; 1630 O.C. )VY 36" ...1 (BY OTHERS) 1--" 2x4 TREATED LEDGER - UP TO 6 MAX. . CANTILEVER OVERHANG . VARIES TRUSS WITH 6 LEVEL RETURN ...- OVERHANG W/LEVEL RETURN (2x6 TOP-CUORD) = Hiuswoi, SYMMS: PLATIS API MADI FROM IS A 30 OAUCHI WADI A TART,/ A4411-721 MIMI; HOT DIPPID GAI.V. PLAITS SHALL 11 APPLII0 TO ROTH PACIS OP TRUSS AT TACIT 301117. WHIRR DIMINSIONS API NOT SHOWN, PLACI PLAINS SYmmITRICALLY AIOUT 101117 OR AS INDICATED SY CINCLIS MI. *NM NO SWATHING il APPLITO OHNICTLY TO 701 CHORDS, THIY SHALL SI DRAM AT iNTIRVALS NOT VICIIDING 1 WHIRR NO 11010 CIMINO iS APPLIID DIROCTLY TO IOTTOM CHORDS, MIT SHALL SI IPACID AT iNTIRVALS NOT DIMMING 10-0. ALL ADDITIONAL SRACiN0 INDICATED MUST ST INSTALLID AS PART OF THI PENMAN/NT STRuCTual. TiluSWAL SYSTINS iNC. STARS NO RIESPONSiSILITY POO 1111 IIRICTiON OP TILMRS. 13130113 IRICTING TRUSSIS API CAUTIONED TO STIR PROFESSIONAL ADVISE REGARDING TEMPORARY IIIICTION BRACING WHICH IS •LWAT' S RIQUIRID TO PRIVINT TOPPLING AND"DOMINOING". CUTTING AND PAINICATION SHALL 11 ACCOMPLISHID USING IOUIPMINT WHICH WILL 'loom SNUG PITTING MINIS AND PLATIS. OVERALL SPANS ARE SASSO ON THE USI OP A A" NOMINAL WIDTH OP HARING AT EACH INTL" SEARING WIDTHS OP UP 10 .1" MAN 1111 MO WHICH WILL PERMIT AN INCRIASI IN THII MAXIMUM 0111111Att SPAN OF •". . . ,,,,,,, sell ,,,,, 4 '' , ,, ,..... i; ......... -"Pc?... •S' sr ; IT TC;(•.. et 11., let i No. 12285 i * = • Xr i IEW .. STATE OF ice. •:.cfs • 1 °I0R10t../ct• . • ••.. Si... .......... ' ,s. . ................ OVERHANG DETAILS FOR SLOPES I GREATER PITCH 2.5 OR GREATER VARIES SPACING 24" 0.C. TRUE: nil/AL DRAWN BY A.E.A. CHECKED BY A.E.A. DATE 5-11-77 RONEL D It W G . No. R-3 'COIF. 2/2. 4.0/12. 45 +10 PSF 33.3% SPECIES L CRAVE MAX. 0/A SPANS (EFFECTIVE 3/15/77) 2X4 TC 2X4- BC S O U T H E R N P I N E DENSE SEL. STR. KD 18'- 4' 18'- 8' SELECT STR. KD 17'- 4' l8'- 8' . 1 1 DENSE KD l 7 ' - 4 ' I 8 ' - 8 ' 11 KD 16'- 4' l8'- 8' 12 DENSE KO 16'- 4' 18'- 8' 12 KD 15'- 0' 18'- 8' DENSE SEL. STR. DRY 18'- 0' 18'- 8' SELECT STR. DRY 16'7 8' •18'- 8' 11 DENSE DRY 17'- 0' 18'- 8' 11 DRY 15'- 8' 18'- 8' 12 DENSE DRY 15'- 4' 18'- 8' 12 DRY 1 4' - 4' 18'- 8' . D O U G L A S F I R - L A R C H DENSE SEL.STR.MC -15 18'- 8' 18'- 8' SEL. STR. MC -15 17'- 8' 18'- 8' 11 DENSE MC -15 17'- 8' 18'- 8° 12 DENSE MC -15 16'- 4' 18'- 8' 11 MC -15 16'- 8' 18'- 8' 12 MC -l5 15'- 0' 18'- 8' DENSE SEL. STR. DRY 18'- 4' 18'- 8' SEL. STR. DRY 17'- 4' 18'- 8' II DENSE DRY 17'- 4' 18'- 8' 12 DENSE DRY 15'- 8' 18'- 8' 11 DRY l6'- 0' 18'- 8' 12 DRY 14'- 4' 18'- 8' H E M- F I R SEL. STR. MC -15 16'- 0' 18'- 8' 11 MC - 15 15' 0' 18' 8' 12 MC -15 13'- 4' l8'- 8' SEL STR. DRY 15'- 8' 18'- 8' III III DRY 14'- 4' 18'- 8' 12 DRY 12'- 8' 18'- 8' U E 8 M E M B E R S 2X31 12 HEM -FIR. EQUAL OR BETTER. 2X41 13 HEM -FIR. EQUAL OR BETTER. . • ` , •`0 410 C. q � , ' - ' .�a111i��. : c ; * : No. 12285 'g * =0 \ sTA c - ..0 " ,. %'�' • V 0‘ • ' - ' Symmetrical C•n11r11ne of shown . • . I • about eluot 1 K r ; Tv . • 4 -4 4037 1 4.0 EQUAL AREAS i _ �12 B 244 D . 2.5 - 4 25 - 4 2445 . 2445 , NOTE I L/8 - 12" 1.5 - 3 ! 0830 ONLY ONE BTM. CHO. r SPLICE ALLOWED IN EACH TRUSS I BTM. CHD SPLICE 1 • 5 -4 4845 • 0/A SPAN IIUfwAI MS' ►1•111 A4I NADI FROM 11 A 20 QAUOI 04.101 A (A3114 A144 -71) 711141, 1101 017710 OAS!. . KATI, SHARE III A► ►1110 70 10111 PACIS OF TOWS AT EACH 101NT. *NIII DIMINSIONS A41 NOT SHOWN, PIACI 70 *111 ITMMITIICAIIT •1007 JOINT OR As INDICATED 1T CIRCUS (01. *141111 NO 1N(A ?HINO If A►7lII0 OIIICTIT r0 107 CN0400. iNlY MALE 41 IRAClO AT INtllvAll NOT !*CIIDINO 7' -0'. WMlI! NO 11010 C1111NO If MI1110 DIIICIIT 10 1071014 040401. 1NIT SNAIL at SRAM AT 171111Y•I1 NOT 1lICl*DINO I0' -0'. All AD01710N•1 11ACIN0 INDICAIIO MUST III INSTALS10 AS PART OF 741 PIIMANINT STIUC•U41 . TIUIWAI 11411141 INC. ROARS NO 1IIroN1ISIIITT PO4 THE IIICTION OF IIUSSIS. 714SON1 74101140 IlUSSIS Alt CAI/TIONIO 10 711R PIOFISfIONAI AOVISI 11OA101N0 IIMPOIAII fl(C110N 11ACIN0 W111CN 11 •IWATS 110)1110 t0 ►I /YIN/ 10/701740 ANO''OOMIMOINO ". CUTTINO AND ►AIIICAI10N 'MALL 11 ACCOM ►IISNIO 011710 IOUIPMIMT WNICN "111 PRODUC/ SNUD 1111140 JOINTS AND PLAT/f. OV(RAII SPANS A11 SASID ON I■1 011 10111 OP 11A0 AT (ACM 140 41A41N0 *101111 1 ' MAY SI USl0 WNICM OP A 4' 140MINAS " 11N 101111 OP UP I0 "111 MMA1T AN INCIIASI 114 INS MARIMUM OV14A11 SPAN OP S', Top Chord Live Lood 30 pfl Top Chord Deod Lood 15 pis BIT Chord LIVE Load 0 oil 81T Chord Deod Lood 10 ps( TOTAL 55 pol 33.37. All owoble Unit Stress Increase for hl term loading. f or 0• TYPE 2/2 PITCH SPAN 19' 4" SPACING 24"0,C. TRUSWAL 4,0 RONEL DRAWN BY CHECKED BY A.E.A. GATE 1 -19 -77 •-•_ ∎-I -q .A.E.A. DRWG. No. T 4.00003 1) COHF . 4/3. 4.0/12. 45 +10 PSF 33.3) SPECIES GRADE MAX, 0/A SPANS (EFFECTIVE 3/13/77) 2X4 TC 2)114 BC S O U T H E R N P I H E DENSE SEL. STR. KD 32'- 0' 33'- 0' SELECT ST R . KD 31' - 0 • 33' - 0' 11 DENSE KD 31'- 0' 33'- 0' 1 1 KD 29'- 8' 33'- 0' 12 DENSE KD 29'- 4' 33'- 0' 12 KD 27'- 0' 31'- 0' DENSE SEE. STR. DRY 31'- 4' 33'- 0' SELECT STR. DRY 30'- 0' 33'- 0• 11 DENSE DRY 30' - 4' 33' - 0' 11 DRY 28'- 4' 33'- 0' 12 DENSE DRY 27'- 8' 32'- 8' 12 DRY 25'- 0' 29'- 4' D 0 0 0 L A S F I R - L A R C H DENSE SEL.STP.MC -15 33'- 0' 33'- 0' SEL. STR. MC -13 31'- 4• 33'- 0' 11 DENSE MC -13 31'- 8' 33'- 0' 12 DENSE MC -15 29' - -8' 33'- 0' 11 MC -15 30'- 4' 33'- 0' 12 MC -13 27'- 0' 31'- 4' DENSE SEL. STR. DRY 32'- 0' 33'- 0• SEL. STR. DRY 30'- 8' 33'- 0' 11 DENSE DRY 31'- 0' 33'- 0• 12 DENSE DRY 28'- 0' 33'- 0' 11 DRY 29'- 0• 33'- 0' 12 DRY 25' - 4' 30'- 0'_ N E M - F I R SEL. STR. MC -13 29'- 0' 33'- 0' 11 MC -15 27'- 0' 30'- 8' 12 MC -13 23'- 8' •26'- 8' SEL STR. DRY 28' - 4' 32'- 8' 11 DRY 25' - 4' 29'- 0' 12 DRY 22' - 4' 25'- 4" Y E 8 M E M B E R S 21;31 12 HEM -FIR. EQUAL OR BETTER. 2X41 13 HEM -FIR. EQUAL OR BETTER. 1,H,IH,TI ,. `�pL10 E. qq P2 ;0 .0It i C4 ., c' ( e„ � ' .� 'ts , 1 No. 12285 ? tt T OF lg. ii, STATE • r rFHED . ,...s 1 .,,,,,..1•`` 1 ` • S\ X12 srMM AST , o f v° 3- d ! RC! PT AS 3237 . 5-5 4852 TC SPACE 2 �• o T E ■ CENTERLINE SHOWN . 4 -4 TO 28' 8" 4 -5 TO 32' 8" 4037 TO 28' 8" _ ONLY ONE TOP CHORD SPLICE ALLOWED IN EACH CHORD TC SPLICE 1 1.5 -3 • 1630 ` 12 �12 I " 4045 TO 32 8 ``\ Ol 4 ✓ �+ i2 EQUAL AREAS a ti 12 v \ PLATE HEN-FIR PINE, FIR -L 2.5 -4 TO 30' 0" I I 2.5 -5 TO 32' 8" 2.5 -5 19' 0" 21' 0" E ouA l SPACES 3 12_ 2.5 -6 23' 0" ' 25' 0" 2445 TO 31 0 2.5 -7 26' 8" 29' 0" 2452 TO 32' 8" 2.5 -8 30' 4" 32' 8" 2.5 -9 32' 8" . 32' 8" BTM. CHD. 3 -5 3252 SP. 2 2452 19' 4" 22' 4" I NOE T COMIINI 2460 22' 0" 25' 4" ° BTM. CFID. SP. 1 ST DO NOT N CHO SP11CT 2467 24' 8" 28' 4" 5-6 is 1 IN SAMF rRUSS.Ir NlclssAl., 2475 27' 4" 31' 8" 4860 Two TYPE I SPLICES NAT 11 uSEO 2482 30' 0" 32' 8" 2490 32' 8" 32' 8" 0/A SPAN "- T4USwAl SHUNS: PLAIIS AS1 MADE FROM n • 70.0AU0! GRADE A (ASTM •418 -71) PRIME. HOT DIPPED OALV. STIR. PLATt1 SNAIL E! A /!1110 TO 80714 PACES OP MSS AT EACH JOINT. WHERE D1MENSIONS Alt NOI SHOWN, PLACE P1ATE1 STMMITIICAlLT AIOUT 101NT 0! AS INDICATED ST CIICIIS (01. *HUE N0 SHEATHING IS APPLIED DIRECTLY TO TOE CN01D1, 7NIT SNAIL SI HAM AT INTERVALS NOT IRCIIDINO 3 - 0 ". WH111 140 11010 CIILIHO Is A►PI.110 WEICILT TO (OTTOM CHORDS, THY SNAIL S! SIAM •T INTERVALS NOT EXCEEDING 10' -0 ". All AD0ITIONAI.$1ACIN0 INDICATED MUST S! INSTALLED As PART OP THE P1IMANENT ITIUCTUI1 IIUIwAI 1707(141 BEARS NO IISPONSISIIITT P01 THE ERECTION OP 1103113. PERSONS ERECTING !SUSSES A!1 CAVTIONID TO 111X P*OPESIEONAL ADVISE HOARDING 11MPO *AIT !A !ACTION IlACINO WHICH 1S ALWATS • tummy, TO PIIV/NT TOPPL1MO ANO"DOMINOING ". CUTTING AND PAIIICATION SNAIL 11 ACCOMPLISHED USING EQUIPMENT WNICN Will PRODUCE MO *1711M0 MINTS AND PLATES. OV11A11 I7•NS AI! !ARID ON THE USt OP A 4 NOMINAL WIDTH OP SUA11N0 At EACH END. !IA11N0 *IONS 08 UP TO 4" MAT 11 USED WHICH will PELMET AN INCREASE IN TNI MAXIMUM OV11All SPAN OP 1 ". Top Chord Live load 30 psi TOp Chord Deod food 15 pSf Btm. Chord Live Lood 0 pSf Blm. Chord Deod loud 10 psi T o TAl 55 psf 33.3% Allowable Unit SlreSS InCreole for Short Term loading TYPE 4/3 PITCH 4.0 SPAN 32'- 8" SPACING 24" 0.C. TRUSWAL DRAWN BY A,E.A. CHECKED BY A.E.A. DATE .1 2 -2 -77 RONEL '--_---A, DRWG. No. T 4,00014 n M A X I M U M O V E R A L L 2.5 OH 12 3 0 ON 12 SLO. FLAT BTU. SLO. FLAT CTN. SPECIES & GRADE I T.C. T.C. • CHD. T.C. T.E. CHD. (SP1B 1977) 11 DENSE )D S0. PINE I 20'8" 20'8" 20'8" 11 KD SO PIIIE 1 20'8" 19'8" 20'8" 12 DENSE KD S0. PI1IE1 20'8" 19'8" 18'8" 12 KO S0: PINE 20'8" 19'0" 16'8" 11 50. PIIIE 1 20'8" 19'4" 20'8" 12 DENSE SO PIIIE 1 20'8" 19'0" 17'8" 12 S0. PIIIE 1 20'0" 18'4" 16'0" SETBACK • 7'0' 238.33 PLF IIEEL PLATES 3- 14 TO 18'0" 3- 15 TO 18'6" • 3- 16 TO 19'4" (2)3- 9 TO 20'8" ` WEBS1 2X4 13 SOUTHERN PINE. EXCEPT AS OTHERWISE SHOWN. 2 > SLO 1 PANELS 2X6 FLAT 1 PAIIELS 2X6 BTM. 1/1/1 PANELS NOTE: DESIGNED TO BE USED IN CONJUCTION WITH HIP JACK DRAWING NO. T-HJ -47D .... NI ' E q , q'. *1 ND. 12285 (15 0 �'• STATE OF C.T�s'•.'loR10F ' �' rFRED F (2)3282 TO 19'4" (2)3290 TO 20'4" (2)3297 TO 20'8" CUT TO MATCH 2x4 TOP CHORD T USS 21'0" 21'0" 21'0" 21'0" 20'4" 21'0" 21'0" 20 21'0" 21'0" 19'4" 18'8" 21'0" 19'8" 21'0" 21'0" 19'8" 19'8" 21'0" 18'8' 17 IIEEL PLATES 3- 12 TO 18'0" 3- 13 TO 19'0" 3- 14 TO 20'0" 3- 15 TO 20'B" 3- 16 TO 21'0" 32135 TO 19'0" 32142 TO 19'8" 32150 TO 20'0" 32157 TO 20'8" (2)3282 TO 21'0" 7 I_ 0 11 12 3 -4 7 -8 3237 7275_--- TO 7 ZX 6 2x6 TRUSWAL SYSTEMS: ►l•TES A11 MADE FROM 11 IL 50 GAUGE GRADE • (ASTM A446 -771 PRIME, HOT DIPPED OALV. STEEL. PLATES SHALL 1E APPLIED TO IOTN FACES OP TRUSS AT EACH JOINT. WHERE DIMENSIONS ARE NOT SHOWN, PLACE PLATES STMMITIICAILV ABOUT JOINT OR AS INDICATED ST CIRCLES 101. WHERE NO SHEATHING If •PPLIIO DIRECTLT TO TOP CHORDS, THEY SHALL 1E SRAM AT INTERVALS NOT ERCEEDING 3' -0 ". WHERE NO 11010 CEILING If APPLIED OIIECTLT TO BOTTOM CHORDS, THEY SHALL RE BRACED AT INTERVALS NOT WEEDING 10' -0'. ALL ADDITIONAL BRACING INDICATED MUST SE INSTALLED AS PART OF THE PEIMANINT SrIUCTUIE. TIUSWAL MS INC. REARS NO IISPONSISIIITY FOR THE IIECTION OP TRUSSES. PERSONS ERECTING TRUSSES A11 CAUTIONED TO SEER PROFESSIONAL ADVISE REGARDING TIMPORAIT ERECTION BRACING WHICH If ALWAYS 51001110 TO PROVEN! TOPPLING AND "DOMINOINO ". CUTTING. AND FABRICATION SHALL 1E ACCOMPLISHED USING EQUIPMENT WHICH WILL PRODUCE SNUG PITTING JOINTS AND PLATES. OVERALL SPANS ARE BASED ON THE USE OF A •' NOMINAL WIDTH OF SEARING AT EACH 1140. BEARING WIDTHS OF UP TO 1' MAT 01 USED WHICH WILL PERMIT AN INCREASE IN THE MARIMUM OVERALL SPAN OF 1 ". 3.5 ON 12 SLO. FLAT 8T11. T.G. T.C. CND. 21'b" 21'0" 21'0" 21'0" 20'4" 21'0' 21'0" 20'4" 21'0" 21'0" 19'8' 20'8" 21'0" .20'0" 21'0" 21'0" 19'8" 21'0" 21 ✓0" 19'0" 19'8" • HEEL PLATES 3- 10 TO 17'8" 3- 11 TO 16'8" 3- 12 TO 19'8" 3- 13 TO 20'8' 3- 14 TO 21'0" 32112 TO 18'4" 32120 TO 19'4" 32127 TO 20'0" 32135 TO 20'8" 32142 TO 21'0' G 2. -3 1637 0/A SPAN BLOCK 7 -8 7282 Top Chord Live Lood Top Chord Deod Lood Btm. Chord Live Lood Blm. Chord Deod Load TOTAL 30 psf 15 psf 0 psf 10 psf 55 psf 33.37 Allowoble Unit Stress Increase for Short Term Loodirg S P A H'S 4.0 ON 12 5.6.7 ON 12 5L0. FLAT BTM. 5L0. FLAT BTPI: T.C. T.G. CHD. T.C. T.C. CHD. 21'4" 21'4" 21'4' 21'4' 20'8" 21'4" 21'4" 20'8" 21'4" 21'4' 20'0' 21'4' 21'4" 20'4" 21 21'4" 20'0" 21'4" 21'4'• 19'4' 21'4" . HEEL PLATES 3- 8 TO 16'8" 3- 9 TO 18'0" 3- 10 TO 19'0" 3- 11 '10 20'4" 3- 12 TO 21'4' 32105 TO 19'0" 32112 TO 20'0" 32120 TO 20'8" 32127 TO 21'4" !A TRUSWAL RONEL .1 2x4 SCAB FASTENED WITH 8d NAILS @ 8" 0.C. REQUIRED WHEN DIAGONAL WEB IS OVER 5'- 10" LONG. TYPE PITCH 2,5 TO 7,0 DRAWN BY A.E.A. ORWG. No. 21'8" 21'8" 21'8" 21'8° 21'0' 21'8" 21'8" 21'0" 21'8" 21'8" 20'0" 21'8" 21'8" 20'8" 21'8' 21'8" 20'4" 21'8" 21'8" 19'8" 21'8" IIEEL PLATES 3- 7 TO 17'4" 3- 8 TO 18'8' 3- 9 TO 20'0° 3- 10 TO 21'8" 3222 TO 18'8" 3290 TO 19'8" '3297 TO 20'8" 321.05 TO 21'8' HIP GIRDER SPAN 21' - CHECKED BY A.E.A. T HG -710 D 3 -6 3260 SPACING 7' SETBACK DATE 5 -30 -77 SETBACK =. 7'0" 238.33 F'LF SPECIES 8: GRADE (SP18 1977) 01 DENSE I C" SO. PINE 01 VD SO PIIIE 12 DENSE KC. SO. PINE 02 CD S0. PINE 01 S0. PINE 112 DENSE 50 P111E 12 S0. PIIIE VIII,,,, it r No. 12285 . 0 • ', STATE OF . � '' tE R ED • EN G � , 111111II 2.5 ON 12 SLO. FLAT BT11. T.C. T.G. CHD. 24'4" 24'4" 24'4" 24'4" 23'8" 23'8" 24'4" 23'4" 21'0" 24'4" 2 3'0" 18'8 24'4" 23'4" 23'4" 24 , 4 " 23'0" 19 ' 4 " 22'8" 22'0" 17'8" HEEL PLATES 3- 16 TO 21'0" (2)3- 9 TO 22'8" (2)3- 10 TO 24'4" (2)3290 TO 22'8" (2)3297 TO 22 (2)32105 TO 24'4 WEBS: 2X4 03 SOUTHERN PIIIE EXCEPT AS OTHERWISE SHOWN. 216 51.0 1 PANELS 2X6 FLAT 2 FAHELS 2X6 BTM. 1/22/1 PANELS NOTE: DESIGNED TO BE USED 111 CONJUCTIOII 1JITH HIP JACK DRAWING N0. T- HJ -47D CUT TO MATCH 2x4 T/C TRUSSES M A X I M U M O V E R A L L 3..0 ON 12 3.5 ON 12 SLO. FLAT BT11. SLO. FLAT 8TH. T.C. T.L. CHD. T.G. T.C. CHD. 27'4" 27'4' 227'4" 27'4' 26'0" 27'0" 27'4" 25'8" 23'8' 27'4" 24'4' 21'0" 27'4" 25'0" 26'4" 27'4" 24'8" 22'0" 25'0" 23'0" 19'8" HEEL PLATES 3- 16 TO 23'8" (2)3- 9 TO 25'8" (2)3- 10 TO 27'4" (2 )3290 TO 25'8" (2 )3297 TO 27'4" 2.5 TO 7 12 6 11 TRUSWAI SYS1IMS: PIATIS •11 MADE FROM IT 1 00 OAUG! GRAD! A (ASTM A4AA -701 PRIME, HOT DIPPED OALV. PIATIS SHALL 11 APPLIED TO ROTH PACTS OP TOUTS AT EACH 10INT. WHILE OIMINSIONS AIE NOT SHOWN, PIACI PLATES SYMMITIICAILV ABOUT JOINT OR AS INDICATED BY CIRCLES 10). WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP CHORDS, TINY SHALL 1! IR•CIO AT INTEIVALS NOT IICIEDINO 3 -0". WHERE NO 11010 CEILING IS APPLIED DIRECTLY TO BOTTOM CH0103, MET SHALL 11 SIACID AT INTERVALS NOT EXCEEDING 10 " -0". ALL ADDITIONAL TRACING INDICATED MUST I! INSTALLED AS PART OF 1311 PIIIMANINI STRUCTURE TIUSWAL MS INC. BEARS NO RESPONSIIILITT POI THI ERECTION OP TRUSSES. PIRSONS IIECTING TRUSSES ARE CAUTIONED TO SEER PROFESSIONAL ADVISE REGARDING IIMPOIAIT ERECTION TRACING WHICH IS ALWAYS REQUIRED 10 PREVENT TOPPLING AND "DOMINOINO ". CUTTING AND PAIIICATION SHALL SE ACCOMPLISHED USING IOUIPMINT WHICH WILL P1000C! SNUG PITTING JOINTS AND PLATES. OVEIALL SPANS ARE BASED ON THE USE OP A A" NOMINAL WIDTH OP STARING AT EACH END RIA11NG WIDTHS OP UP TO .0" MAY RE USED WHICH WILL 1111111111 AH INCIIASI IN THI MAXIMUM OVITIATE SPAN OP 0". 2x6 28'4" 28'4" 28'4" 20'4" 27'0" 28'4" 28'4" 26'8" 26'8" 28'4" 25'0' 23'4" 28'4' 25'8" 28'4" 28'4" 25'4" 24'8" Z7'0" 24'0" 22'0" . HEEL PLATES 3- 14 TO 23'8" 3- 15 TO 25'0" 3- 16 TO 26'0" (2)3- 9 TO 28'4" 32150 TO 25'0" 32157 TO 26'0" (2)3282 TO 26'8" (2)3290 TO 28'4" 7 -8 7275 4 -6 0/A SPAN 4060 Top Chord Live Lood Top Chord Deod Lood Btm. Chord Live Lood Btm. Chord Deod Lood T 0 TAL 30 ps f 15 psf 0 psf 10 psf 55 psf 33.3% Allowable Unit Stress Increase for Short Term Loading S P A N S 4.0 ON 12 51.0 FLAT 8TM. T.C. T.C. CHD. 29'0" 29'0' ,29'0" 29'0' 27'8" 29'0" 29'0" 27'4' 29'0" 29'0" 25'8" 25'8" 29'0" 26'4" 29'0" 29'0" 26'0' 27'0" 29'0" 24'8" 24'0" fIEEL PLATES ' 3- 13 TO 24'8" 3- 14 TO 26'0" 3- 15 TO 27'4" 3- 16 TO 28'8" (2)3- 9 TO 29'0" 32142 TO 26'4" 32150 TO 27'4" 32157 TO 28'4" (2)3282 TO 29'0" 2x4: #3 PINE SCAB,FASTENED WITH 8d NAILS 6" 0.C., REQUIRED WHEN DIAGONAL WEB LENGTH EXCEEDS 5'-0" LONG. 2x6 BLOCK TRUSWAL RONEL FAMWTAMOW (18)7 -10 2 -3 (18)72105 1637 5.6.7 ON 12 SLO. FLAT 8TM. T.C. T.C. CHD. 30'0" 30'0" 30'0" 1 30'0" 28'4" 30'0" 30'0" 28'0' 30'0' 30'0" 26'8" 30'0" 30'0" 27'4" 30'0" 30'0" 27'0" 30'0" 30'0" 25'8" 28'4' HEEL PLATES 3- 11 TO 25'0' 3- 12 TO 26'8" 3- 17 TO 28'4° 3- 14 TO 30'0" 32112 TO 25'8" 32120 TO 26'8' 32127 10 28'0" .32.135 TO 29'0" 32142 TO 30'0' 3 -10 32105 TYPE HIP GIRDER PITCH SPAN SPACING 2,5/7.0 30' 7' SETBACK DRAWN BY DATE A,E.A, 5 -30 -22 DRWG. No. T IIG - 715 D CHECKED BY A.E.A, 1 1. SLO. LENGTH = 11'0' : 55.00 PSF 1 2.5 ON 12 SLO. FLAT BTM. SPECIES IL GRADE : T.C. T.C. CHD. 3/15/77 111 DENSE KD S0. PIIIEI 27'3" 27'3" 27'8" 111 kD S0. PIIIE : 27'8" 27'8" 112 DENSE KD S0. PIIIE: 27'8" 27'3" 112 kD S0. PIIIE : 26'4" 27'3" 111 S0. PINE : 27'8" 27'8" 02 DENSE SO PINE : 26'3" 27'8" 112 S0. PIIIE 27'0" . • HEEL PLATES . 2.5- 6 TO 2.5- 7 TO 2.5- 8 TO 24'0" 2.5- 9 TO 26'O" • 2.5- 10 TO 27'8" 2475 TO 2482 TO 23'8" 2490 TO 25'4" 2497 TO 26'8" 24105 T0. 27'8" TRUSWAL SYSTEMS: PLATES ARE MADE FROM IB & 20 GAUGE GRADE A IASTM A/ 16 -72) PRIME, HOT DIPPED GAIN. STEM. PLATES SHALL BE APPLIED TO 1004 FACES OF TRUSS AT EACH 101NT WHERE DIMENSIONS ARE NOT SHOWN, PLACE PLATES SYMMETRICALLY ABOUT 101N5 OR AS INDICATED BY CIRCLES 101. WHERE NO SHEATHING 15 •P PLIED DIRECTLY TO TOP CHORDS, THEY SHAH BE BRACED AT INTERVALS NOT EXCEEDING 7' -0 "HERE NO R1010 CEILING 15 APPLIED DIRECTLY TO BO M TTO CHORDS, THEY SHALL B E 1 BRACED AT INTERVALS NOT EXCEEDING 10• -0 ". ALL ADDITIONAL BRACING INDICATED MUST BE INSTALLED AS PART Of THE PERMANENT STRUCTURE TRUSWAL SYSTEMS INC. BEARS NO RESPONSIBILITY FOR THE ERECTION OF TRUSSES. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVISE REGARDING TEMPORARY ERECTION &RACING WHICH 15 ALWAYS REQUIRED TO PREVENT TOPPLING AND "DOMINOINO ". CUTTING AND FABRICATION SHALL BE ACCOMPLISHED USING EQUIPMENT WHICH WILL PRODUCE SNUG FITTING POINTS AND PLATES. OVERALL SPANS ARE BASED ON THE USE OF A 5" NOMINAL WIDTH OF BEARING AE EACH ENO. BEARING WIDTHS OF UP TO B" MAO BE USED WHICH WILL PERMIT AN INCREASE IN THE 'MAXIMUM OVERALL SPAN OP & ". Top Chord live Lood 30 psf Top Chord Deod Lood 15 psf BEm Chord Live Lood 0 psf . BEm Chord Dead Lood 10 psf TOTAL 55 psf 337. Allowoble Unit Stress Increase for short term loading. TRUSWAL RONEL TYPE HIP TRUSS (11'- 0 ") PITCH 2,5/7.0 DRAWN BY A.E.A. SPAN 30' - 0" CHECKED BY A.E.A. SPACING 24" O,C. DATE 1 -4 -77 DRwG. No. 1111000 BIN. CHORD SPLICE SLOPE SPAN : PLATE 2.5/12 1 23'4" 3-5/3252 2 5/12 ; 27'8" : 4- 6/4060 3.0/12 1 25'4" 1 3-5/3252 3.0/12 1 29'4" 1 4- 6/4060 3.5/12 1 28'0" 1 3-5/3252 3.5/12 : 29'4" 1 4- 6/4040 4.0/12 : 29'8" 1 3- 5/3252 5,6,7/12 : 30'0" 1 3- 5/3252 �0NiO E. 4 et •µ ii i •, • 0 b J i No. 12285 1• STATE OF .• Q- ,4E 00, Note: All "T" Bracing and Intertruss Bracing By Builder. M A X I M U M O V E R A L L 3.0 ON 12 3.5 01T 12 SLO. FLAT BTM. SLO. FLAT BTFI. T.C. T.C. CHD. T.C. T.C. CHD. 29'4" 29'4" 29'4" 23'4" 29'0" 26'0" 29'4" 29'0" 25'8" 29'4" 23'0" 29'4" 28'8" 24'0" 23'4" 28'4" 23'0" 24'8" 27'8" HEEL PLATES . 2.5- 5 TO 2.5- 6 TO 2.5- 7 TO 24'8" 2.5- 8 TO 27'0" 2.5- 9 TO 29'4" 2475 TO 25'0" 2482 TO 26'8" 2490 TO 28'8" 2497 TO 29'4" WEBS: 2Y..4 113 SOUTHERN PINE. EXCEPT AS OTHERWISE SHOWN. 2r.4 51.0. 2 PANELS 2x4 FLAT 1 PANELS 2X4 8TM. 1/1/1 PANELS NOTE: CEIITTF. D10G011AL NOT READ. FOR SPAN: LESS THAN 23'4" 29'4" 29'4" 29'4" 29'4" 29'4" 29'4" 29'4" 29'0" 29'0" 29'4' 28'4" 23'4" 29'4" 28' 8" 27'0" 29'4" 28'2" 26'0" 26'8" 28'0" HEEL PLATES 2.5- 5 TO 2.5- 6 TO 24'4" 2.5- 7 TO 27'4" 2.5- 8 TO 29'4" 2452 TO 2460 TO 23'4" 2467 TO 25'8" 2475 TO 27'8" 2482 TO 29'4" 1 1 1 x' 0 III 1.5 -3 S P A N S 4.0 ON 12 SLO. FLAT 8TH. T.C. T.C. CHD. 2 29'8" 2' 29'8" 29'4" 2 29'8" 29'4" 29'8" 29'8" 28'8" 26'0" 29'8" 29'0' 29'8" 29'8" 28'8" 28'8" 29'0" 28'0" HEEL PLATES 2.5- 5 TO 23'0" . 2.5- 6 TO 26'8" 2.5- 7 TO 29'8" 4 -61 4052 O/A SPAN 2445 TO 2452 TO 23'4" 2460 TO 25'2" 2467 TO 28'0" 2475 TO 29'8' 4 -5 4052 ALT DETAIL " ALT. DETAIL r - 1 5,6,7 ON 12 SLO.- FLAT BTM. T.C. T.C. CND. 30'0" 30'U" 30'0" 30'0" 2 ?'4" 30'0" 30'0" 29'4" 30'0" 30'0" 29'0" 30'0" 30'0" 29'4" 30'0" 30'0" 29'0" 30'0" 30'0" 23'4" 26'8" HEEL PLATES . 2.5- 5 TO 26'8 ". 2.5- 6 TO 30'0" 2130 TO 2437 TO 2445 TO 23'2" 2452 TO 26'8' . 24,60 TO 29'8' 4-8 r 4082' 4 -5 4052 ALT. DETAIL 2.5 -3 4 -5 2430 4052 (SEE CHART) 2.5 -5 2452 2482 1X4 "T" BRACING READ. (ATTACHED W/ SD NAILS SPACED 8" 0. C.) WHEN 2X4 DIAGONAL WFB LENGTH EXCEEDS 5' -10'. IF A "' i, (43 S P.) DIAGONAL WEB IS SUBSTITUTED, "T" BRACING PEQD. WHEN D I A G O N A L W B LENGTH EXCEEDS 7' -4" SLO. .LENGTH = 11'0" 55.00 PSF 1 2.5 011 12 SLO. FLAT 8711. SPECIES & GRADE T.C. T.C. CHD. wbol 111 DENSE KD SO. PIIIEI 34'8" 34'8" 34'8" 41 k[1 S0. PIIIE 33'4" 33'4" 31'0" 42 DEIISE KD SO. PIIIEI 31'4" 32'8" 31'0" 42 KD S0. PINE 1 26'4" 31'4" 27'0" 41 S0. PIIIE 1 29'0" 32'0" 29'8" 02 DENSE SO PIIIE 1 26'8" 31'4" 29'0" *2 S0. PIIIE 30'0" 25'0" HEEL PLATES 3- 9 TO 26'0" 3- 10 TO 28'4" 3- 11 TO 30'4" 3- 12 TO 32'8" 3- 13 TO 34'8" 32112 TO 30'0 32120 TO 31'4" 32127 TO 33'0" 32135 TO 34'8" WEBS' 2X4 113 SOUTHERN PINE. EXCEPT AS OTHERWISE 'SHOWN. 21,4 SLO 2 PANELS 2)(4 FLAT 2 PANELS 2i..4 BTM. 2/2/2 PANELS 6T14 CHORD SPLICE SLOPE I SPAN PLATE 2.5/12 30'8" 5- 3/4882 2.5/12 34'3' (13)5-8 3.0/12 I 30'0" 1 4- 6/4060 3.0/12 I 34'4" 5- 8/4882 3.0/12 35'8" 1 (18)5 -8 3.5/12 t 33'3" 14 -6 /4060 3.5/12 I 36'0" 1 6/4860 4.0/12 I 36'8" 4-6/4060 5,6.7/12 J 33'8" 3-5/3252 5.6.7/12 I 37'0" 4- 6/4060 11 A X I M U M 0 V E P A L L 3.0 OH 12 3.5 011 12 SLO. FLAT 8711. SLO. FLAT ETM. T.C. T.C. CHD. T.C.. T.C. CHD. 35'8" 35'8" 35'8" 35'8" 34'4" 35'8" 35'4" 33'8" 35'8" 29'4" 32'4" 31'0" 32'4" 33'0' 34'0° 30'0" 32'8' 33'4" 24'8" 31'0" 28'8" HEEL PLATES 3- 8 TO 27'0" 3- 9 TO' 29'8" 3. 10 TO 32'4" 3- 11 TO 35'0" 3- 12 TO 35'8" 3290 TO 28'8" 3297 TO 30'4" 32105 TO 32'4" 32112 TO 34'4" 32120 TO 35'8' 11 0 " 2.5 -4 2 12 1. to 7 TRUSWAL SYSTEMS PLATES ARE MADE FROM II L 20 GAUGE GRADE A IASTM A4R6 -721 PRIME, HOT DIPPED GAIN. STEEL. PLATES SHALL 55 APPLIED TO BOTH FACES OF TRUSS AT EACH JOINT WHERE DIMENSIONS ARE NOT SHOWN, PLACE PLATES SYMMETRICALLY ABOUT 101N1 OR AS INDICATED SY CIRCLES (0). WHERE NO SHEATHING IS APPLIED DIRECTLT TO TOP CHORDS, THEY SHALL BE BRACED AT INTERVALS NOT EKCEEDINO S' -0 ". WHERE NO R1010 CEILING IS AP ►L110 DIRECTLY TO 501IO M CHORDS, THEY SHALL BE BRACED AT INTERVALS NOT EXCEEDING I0' -0 ". ALL ADDITIONAL BRACING INDICATED MUST BE INSTALLED AS PART 05 THE PERMANENT STRUCTURE. TRUSWAL SYSTEMS INC. BEARS NO RESPONSIBILITY FOR THE ERECTION OF TRUSSES. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVISE REGARDING TEMPORARY ERECTION BRACING WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING ANO "OOMINOINO ". CUTTING AND PABRICATION SHALL BE ACCOMPLISHED USING EQUIPMENT WHICH WILL PRODUCE SNUG FITTING JOINTS AND PLATES. OVERALL SPANS ARE BASED ON THE USE OF A 1" NOMINAL WIDTH OF BEARING AT EACH IND. BEARING WIDTHS OF UP TO B." MAY BE USED WHICH WILL PERMIT AN INCREASE IN TH1 MAXIMUM OVERALL SPAN OP 1 ". 1.5 -3 1630 36'0" 36'0" 36'0' 36'0° 35'0" 36'0" 36'0" 34'8" 36'0" 32'0" 33'0' 35'0" 35'8" 34'0° 36'0° 33'0" 33'4" 36'0" 26'8" 32'0" 32'4" HEEL PLATES • 3- 6 TO 24'4" • 3- 7 TO 27'4" 3- 8 TO 30'4" 3- 9 TO 33'4' 3- 10 TO 36'0" 3282 TO 30'0" 3290 TO 32'0" 3297 TO 34'0" 32105 TO 36'0' 4 -6 2.5 -4 4060 2445 0/A SPAN Top Chord Live Lood 30 psf Top Chord Deod Lood 15 psf Btm Chord Live Lood 0 psf Btm Chord Deod Load 10 psf TOTAL 55 psf 33% Allowable Unit Stress Increase for short term loodin9, S P A N S 4.0 011 12 SLO. FLAT OT11. T.C. T.C. .CHD. 36'8" 36'8" 36'8" -36'8" 35'8" 36'8" 36'8° 35'0" 36'8" 35'0' 33'8" 36'8" 36'8' 34'8" 36'8" 36'0" 34'0" 36'8" 29'0" 32'8" 36'0" HEEL PLATES 3- 5 T O . 3- 6 TO 26'8" 3- 7 TO 30'0" 3- 8 TO 33'4" 3- 9, 70 36'8' 3275 TO 30'4' 3282 TO 32'8" 3290 TO 35'4" 3297 TO 36'8" F4 -13 . ALT. DETAIL 12 sic \ // "SLOPE \� 2.5 -5 (SEE CHART) 13 -10 2452 i 3297 BLOCK REGD.WHE11 WIDTH OF I PLATE I6 GREATER THAN 4" TRUSWAL RONEL 4 -6' 4082 4060 'Y PE PITCH 2.5/7.0 DRAWN BY A.E.A. DRWG. No. 5.6.7 011 12 SLO. FLAT BTU. T.C. T.C. CHD. 37'0" 37'0" 37'0" 37'0" 36'4" 37'0" 37'0" 36'0" 37'0" 37'0" 34'8" 37'0" 37'0" 35'4" 37'0" 37'0" 35'0" 37'0" 33'0" 33'8" 37'0" HEEL PLATES 3- 5 TO 26'0" 3- 6 TO 30' 8 3- 7 TO 35'0" 3- 8 TO 37'0' 3252 TO 2 6'8" 3260 TO 29'8" • 3267 TO 32'8" 3275 10 35'8" 3282 TO 37'0" ALT DETAIL 1.5 -3 11630, HIP TRUSS SPAN 37'- 0" CHECKED BY A.E.A. 1111050 (11'- 0 ") SPACING 24" 0.C. DATE 1 -4 -77 1 SLO. LENGTH = 13'0" 55.00 PSF 2.5 011 12 3.0 011 12 1 SLO. FLAT BTM. SLO. FLAT BTM. SPECIES & GRADE 1 T.C. T.C. CHD. T.C. T.C. CHD. 1/15/17 01 DENSE KD S0. PINE• 32'8" 32'8" 32'8" 11 KO SO. PINE 1 29'4" 32'4" 31'0" 12 DENSE KO SO. PINE: 27'8" 32'4" 30'8" 112 KD S0. PINE I 31'4" 111 SO. PINE 32'0" 29'4" 12 DENSE SO PINE 31'8" 28'8" 12 S0. PI113 30'8" HEEL PLATES ,,, 1,,,,,,,,, • 3- 8 TO 3- 9 TO 27'0" 3- 10 TO 23'4" 3- 11 TO 31'4" 01 No. 12295 Qc I 3- 12 TO 32'8" fr _ 3290 TO . 0 ∎ STATE OF .Q: 3297 TO 27'B" c, `LGR1o'• 4� 32105 TO 29'4" sr �\ 32112 TO 31'0" '.,EKED EN.•' 32120 TO 32'4" . E. Pr`O ,, C + A BC WEBS! 2X4 13 SOUTHERN PINE. EXCEPT AS OTHERWISE SHOWN. 21:4 SLO 2 PANELS 2X4 FLAT 1 PANELS 2X4 BTM. 2/1/2 PANELS NOTE: CEIITER DIAGONAL NOT READ. FOR SPANS LESS THAN 27'4" BTM. CHORD SPLICE SLOPE : SPAN F LATE 2.5/12 : 30'0 1 4- 6/4060 2.5/12 • 32'8" 1 5.-6/4860 3 0/12 I 28'0° • 3- 5/3252 3 0/12 • 33'0" • 4- 6/4060 3.5112 . 30'0" • 3- 5/3252 3 5/12 : 33'4' 14- 6/4060 4 0112 1 33'4" 1 3- 5/3252 5,6,7/12 • 33'8" 3- 5/3252 BLOCK REGD.WHEN WIDTH OF PLATE I6 GREATER. THAN 4" 33'0" 33'0" 33'0" 32'8" 33'0" 33'0° 30'4° 32'8" 33'0" 32'0" 30'8° 27'8" 32'4" 33'0" 32'0" 33'0" 31'4" 28'4" HEEL PLATES 3- 6 TO 3- 7 TO 3- 8 TO 28'0" 3- 9 TO 30'8" 3- 10 TO 33'0" 3282 TO 27'8" 3290 TO 29'8" 3297 TO 31'4" 32105 TO 33'0" 2.5 i to 7 1 x e 2 "4 TRUSWAL SYSTEMS: PLATES All MADE FROM 11 1 20 GAUGE GRADE A IASOM A•46-72) PRIME, HOT DIPPED GALV. STEIL. P5•111 SHAH EE APPLIED TO BOTH PACES OF TRUSS AT EACH JOINT. WHERE DIMENSIONS ARE NOT SHOWN, PLACE PLATES SYMMETRICALLY ABOUT POINT OR AS INDICATED BY CIRCLES 101. WHERE NO SHEATHING 15 APPLIED DIRECTLY TO TOP CHORDS, THEY SHAH 1E BRACED AT INTERVALS NOT ERCEEOINO Cr. S' - WHERE NO RIGID CEILING IS APPLIED DIRECTLY TO BOTTOM CHORDS, THEY SHALL lE TRACED AT INTERVALS NOT EXCEEDING 10' -O ". ALL ADDITIONAL BRACING INDICATED MUST SE INSTALLED •5 PART OF THE PERMANENT STRUCTURE TRUSWAL SYSTEMS INC. BEARS NO RESPONSIBILITY FOR THE ELECTION OF TRUSSES. PERSONS ERECTING TRUSSES ALE CAUTIONED TO SEER PROFESSIONAL ADVISE REGARDING TEMPORARY ERECTION BRACING WHICH 15 ALWAYS REQUIRED TO PREVENT TOPPLING AND "DOMINOING ", CUTTING AND PA /RIC•TION SHALL BE ACCOMPLISHED USING EQUIPMENT WHICH WILL PRODUCE SNUG PITTING JOINTS AND PLATES. OVERALL SPANS ARE BASED ON THE USE OF A 4' NOMINAL WIDTH OF 11411140 AT EACH ENO. SEARING WIDTHS OF UP TO II" MAY 11 USED WHICH WILL PERMIT AN INCREASE 114 THE MARIMUM OVERALL SPAN OF 1 ". M A X I M U M O V E R A L L 3.5 ON 12 SLO. FLAT 8TM. T.C. T.C. CHD. -33'4" 33'4" 33'4° 33'4" 33'0" 33'4' 33'4" 33'0" 33'4" 32'4' 33'4" 30'4" 32'8" 33'4° 27'8" 32'4" 33'4" 31'8" 31'8" HEEL PLATES 3- 5 TO 3- 6 TO 3- 7 TO 28'4" 3- 8 TO 31'4" 3- 9 TO 33'4" 3260 TO 3267 TO 3275 TO 28'8" 3282 TO 31'0" 3290 TO 33'0" 13 - 0 E E 2.5-4 2445 {} 1.5 -3 1630 • Note All "T" Bracing and Intertruss Bracing By Builder. O/A SPAN 4 -5 4052 S P A II S 4.0 ON 12 SLO. FLAT BTM. T.C. T.C. CHD. 12 T/C SLOPE 2.5- 8 2482 Top Chord live Load Top Chord Deod Lood Btm Chord Live Lood Btm Chord Deod Lood TOTAL 33% Allowable Unit 30 psf 15 psf 0 psf 10 psf 55 psf Stress Increase for short term loading. 33'4° 33'4" 33'4° 33'4" 33'4' 33'4" 33'4° 33'0° •33'4' 28'4" 32'4' 33'4" 32'8" 33'0" 33'4" 30'0" 32'B" -33'4" 32'0' 33'4' HEEL PLATES 3- 5 TO 3- 6 TO 27'8" 3- 7 TO 31'0" 3- 8 TO 33'4" 4 -5 4052 ALT DETAIL 3252 ` TO 3260 TO 3267 TO 29'0" 3275 TO 31'4" 3282 TO 33'4" 2 "4 TRUSWAL RONEL KIEMUMAORAM 4 -8 2!' 4 -5 4082 I 4052 ii 5.6, 7 ON 12 SLO. . FLAT BTM. T.C. T.C. CHD. • 33'8" ' 33'3" '33'8" 33'8" 33'4" 33'9" 33'8" 33'4" 33'8" 32'0" 32'8" 33'8" 33'8" 33'4 33'8" 33'B" 33'0" 33'8" 32'4" 33'8" HEEL PLATES 3- 5 TO 27'8° 3- 6 TO 31'8 "' 3- 7 TO 33'8" 1r — —i I (SEE CHART) 3215 TO 3752 TO 27'8" 32.60 TO 30'8' 3267 TO 33'8° 1 2.5 -4 2445 1X4 "7" BRACING READ. (ATTACHED W/ 80 NAILS SPACED 8" 0. C.) WHEN 2X4 '1AGOHAL WEB LENGTH EXCEEDS 5' -10 ". IF A 2 :;6 (113 S.P.) DIAGONAL WES IS SUBSTITIJTED, "7" BRAC.IIIG READ. WIIEII DIAGONAL WES LENGTH EXCEEDS 7' -4" TYPE IHIP TRUSS (13'- 0 ") PITCH 2.5/7.0 DRAWN BY A.E,A. _ SPAN 33' CHECKED BY A.E.A. SPACING 24" O.C. DATE. 1 - 4 - 77 DRWG. No.. 1113000 1' SLO. LENGTH 15'0" : 55.00 PSF 2.5 011 12 SLO. FLAT BIM. SPECIES 1 GRADE I T.C. T.C. CHD. EFFECTIVE 3:•15/77 1 DENSE KD SO. PINE: 35'8" 35'8" 35'8" 1 KO S0. FINE : 35'8" 2 DENSE KO SO. PINE: 2 KO SO. PINE 1 SO. PINE 2 DENSE SO. PINE : : 2 S0. PINE , E. • .'plifi� • 1 No. 12285 • • {T'. I * i �, •;• STATE OF • • /Q. • SI FRED EN 35' 8" 35'0" 35'4" 35' 0" 34'0" HEEL PLATES 3•- 9 TO 3- 10 TO 3- 11 TO 32'4 3- 12 TO 34'8" 3- 13 TO 35'8" 32105 TO 32112 TO 32'0" 32120 TO 33'4" 32127 TO 35'0" 32135 TO 35'8" Note : All "T" Bracln and Intertrus; Bracing By Builder. M A X I M U M O V E R A L L 3.0 ON 12 3.5 ON 12 SLO. FLAT BIM. SLO. FLAT BTM. T.C. T.C. CHD. T.C. T.C. CHD. 37'0" 37'0" 37'0" 36'8" 35'0" 36'4" 34'8" 35'4" 36'0° 33'0' 35'8' 32'4" 34'8" HEEL PLkTES 3- 8 TO 3- 9 TO 31'8" 3- 10 TO 34'4" 3- 11 TO 37'0" r 3290 TO 3297 TO 32'B" 32105 TO 34'4" 32112 TO 36'4" 32120 TO 37'0" WEDS: 2X4 43 SOUTHERN PINE OR 13 FIR LARCH. EXCEPT AS OTHERWISE SHOWN. 2)C4 SLO 2 PANELS 2X4 FLAT 1 PANELS 2Y :4 8TM. 2 2/1/2 PANELS NOTE: CENTER DIAGONAL NOT REDD. FOR SPANS LESS THAN 31'4" 2.5 12 ID 7 2 " 4 IIUSWAI SYSTEMS: PLATES API MADE FROM 15 • 50 OAUO! GRAD! A IASTM A414-72) PRIME, NOT DIKED OALV. STIII. PLATES SNAIL 11 APPLIED TO 1110T14 PACES OP TRUSS AT EACH JOINT. WHERE DIMENSIONS ARE NOT SHOWN, PLACE PLATES SYMMETRICALLY ASOUT JOINT OR AS INDICATED SY CIRCUS 101. WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP CHORDS, TNIY SHALL EE IIACEO At INTERVALS NOT EXCEEDING S' -0 ". WHERE NO RIGID CULINO IS APPLIED DIRECTLY TO SOTTOM CHORDS, THEY SHALL 1E 'RACED AT INTERVALS NOT EXCEEDING All ADDITIONAL (RACING INDICATED MUST IE INSTALLED AS PART OF THE PERMANENT STRUCTURE. TRUSWAL SYSTEMS INC. SEARS NO IISPONSIIILITY FOR THE ERECTION OF TRUSSES. PERSONS ERECTING TRUSSES ARE CAUTIONED TO 5111 PROFESSIONAL ADVISE HOARDING TEMPORARY ERECTION IIACINO WHICH IS ALWAYS REQUITED TO PREVENT TOPPLING AND "DOMINOINO ". CUTTINO AND PASIICATION SHALL 1E ACCOMPLISHED USING EQUIPMENT WHICH WILL PRODUCE SNUG PITTING JOINTS AND PLATES. OVER•LL SPANS ARE SAM ON THE USE OP A 4" NOMINAL WIDTH OF SEARING AT IACH END IIAUNO WIDTHS OF UP TO 5" MAY II USED WHICH WILL PERMIT AN INCREASE IN TI41 MAXIMUM OVERALL SPAN OF 1 ". 15 -0 37'0" 37'0" 37'0" 37'0" 37'0" 36'8' 37'0" 36'0" 33'8" 36'4" 37'0" 36'0" 36'4' 35'0° HEEL PLATES 3- 6 TO 3- 7 TO 3- 8 TO 32'4" 3- 9 TO 35'4" 3- 10 TO 37'0" 3275 TO 3282 TO 32'0" 3290 TO 34'0" 3297 TO 36'0" 32105 TO 37'0" 2.5 -4 2445 0 4 -6 4060 Top Chord Live Lood Top Chord Dead Lood BTm. Chord Live Lood BTm. Chord Deod Lood T 0 TAL 30 psi 15 psi 0 psf 10 psf 55 psf 33% Allowable Unit Stress Increase For Short Term Loading S P A N S 4.0 ON 12 5,6,7, ON SLO. FLAT 8TM. SLO. FLAT T.C. T.C. CFID. T.C. T.C. 37'4" 37'4" '37'4" 37'0" 37'4" 37'0" 37'4" 36'0" 37'4" 36'8" 37'4" 36'4" 37'4" -- -- 35'8" 34'0" HEEL PLATES 3- 5 TO 3- 6 TO 3- 7` TO 32'0" 3- 8 TO 35'4" 3- 9 TO 37'4" 3260 TO 326'7 TO 3275 TO 32'4" 3282 TO 35'0" 3290 TO `37' 4" 4 -6 4060 ALT DETAIL 15 -3 2.5 -8 2.5 -4 1630 2482 2445 1X4 "7" BRACING READ (ATTACHED Ll/ 80 NAILS SPACED 8" 0. C.) WHEN 2X4 Lp1AG0IIAL UE8 LENGTH EXCEEDS 5' -10" IF A 2X6 (13 9 P. DIAGONAL WEB I8 SUBSTITUTED, "T" BRACING READ. WHE O/A SPAN DIAGONAL WEB LENGTH EXCEEDS 7' -4" TRUBWAL RONEL IWIPAIPAMOI 4 -9 — 1 '. - 3" 4 -6 4090 I 4060 < 1•! ALT. DETAIL TYPE PITCH 2.5/7.0 DRAWN BY A.E.A. DRWG. No. 37'8" 37'3' 3 34'0" 37'0' 31'0" 37'4' 36'8 37'0' 36'6' 36'0" HEEL PI. 3- 5 T 3- 6 T 3- 7 TO 3- 8 T ALT. DETA 2.5 -3 4 -6 2430 4060 a IIIP TRUSS (15' - O") SPAN 37' 8" CHECKED BY A.E,A. H 1500 U SPACING 24" 0.C. DATE 1 -5 -77 12 BTM. CND. 37'8" 37'8" 37'8" 37'8" 37'8" 37'8" 37'8" TES • 0 3252 7O 3260 10 31'8" •32"87 TO 34'8" 3275 TO 37'8' IL 11 32'8" 37'0" 37'8" PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 10050 N.E. 2nd Avenue • Miami . hores, Florida 33138.305- 795 -2204 Date 2 lob Address 0 , - 1 Tax Folio Legal Description Ai ' It ,. t' ll?. istorically Designated: Yes No Owner /Lessee/Tenet—A ri 1 fa Master Permit # e t*. () 170 & ' 7,3 7 Owner's Address q 0 NE To e KA ko ( 0) 15g- 117 2 M'I? Contracting Co. VQ1 r r , ; t `r I+/t j RA . Qualifier L€ aU o r_' l a C as TPhone (2 OE) (P 28 gca9 Competency # -! g85 r. State # Square Ft. (-J V S,L re of owner or Condo President Notary as to Owner and/or Condo President My Commission Expires Municipal # IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle on - BUILDI ELECTRICAL PLUMBING MECHANICAL D- WORK DESCRIPTION: 'q8 Rr WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for all disciplines. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above named contractor to do the work stated. Date Estimated Cost (value) Signature 4Do f Contractor or Owner Bui der Date Date Notary as to Contractor or Owner Builder My Commission Expires ROOFING Date FEES: PERMIT (9 , RADON C.C.F s 4 CJ NOTARY BOND APPROVED: ---'-- TOTAL DUE r(� l � _ 6 6 Zoning Building /'Z Electrical V Mechanical Plumbing Structural Engineer PAY TO THE ORDER OF MEMO Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 5/16/2002 Sixty and 60/100 Applicant: ARI LYNN Owner: TURNER JOB ADDRESS: 90 Contractor LENS ROOFING Local Phone: 305 - 556 -3500 4 Parcel# 1132060130600 Fees: FEE2002 -2798 FEE2002 -2799 Permit Status: Work: ROOF REPAIR LAS ROOFING INC. City of Miami Shores Village City of Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 TURNER 90 N.E. 96th Street NE 96 2271 NW 194 TERRACE MIAMI, FLORIDA 33056 (305) 623 -3049 Description Building Permit Application Fee CCF Total Fees: Permit Expiration: "00 388 311' I:0 6 700 6 4 3 21: 200000 19 5 33 290 Building Permit Permit Number: BP2002 -937 TURNER ARI LYNN ST Contractor's Address: 2271 NW 194 TERR Legal Description: MIAMI SHORES SEC 1 AMD PB 10 - 70 LOTS 1 & 2 BLK 5 LOT SIZE 106.20 X 143.00 Amount $60.00 $0.60 $60.60 11/12/2002 Construction Value: FIRST UNION NATIONAL BANK OF FL 18601 NW 27TH AVENUE MIAMI, FLORIDA 33056 63- 643/670 $400.00 A THORIZED SIGNATURE 5/21/2002 **60.60 Page 1 of 1 Total Fees: $60.60 Total Receipts: $0.00 3883 DOLLARS HP d 0 8 - ispection herefor in strict compliance with all ms that may have been submitted to the plans are changed without tility for a thorough knowledge of the e assumes responsibility for work done rtaining thereto and in strict conformity risibility for all work done by either Date PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address M e '"I lip T'I Tax Folio i FLrnInt Q. 1 410 pie 'rn e owner/Lessee / TettanL TI f l Turne.r Owners Address q 1 qto 51,mcf, I y l k A brt9,j n _ Phone g) ' / s —177 2 Contracting Co. LENS ROOFING, MC Address ' r 2271 N.W. 194. TERRA , State # Municipal # Competency # Architect/Engineer N Address Bonding Company Address Mortgagor 11 A Address Permit Type (circle one): B HAWING ECTRICAL PLUMBING MECHANICA ROOFING ' AVING FENCE SIGN WORK DESCRIPTION Oa 4Q 6 1 Square Ft (� �' '"f 4 g WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. No M /1071— ./I 1 A 7 1!, rn Q AP IL N. DACAS Notary Public - State of Florida � .* - �.. nr Expires May,4, • ..,, Bonded By National Notary Men. er andllovCondo President as to • le "! d/or Con• • President Commission E •ices: FEES: PERMIT APPROVED: Zoning Mechanical Building 5/,p Date Plumbing ate Historically Designated: Yes No 7 Estimated Cost (value) NOTARY Electrical Master Permit # s. Co. `t gnature of Contractor or e Builder Date � 111 I (J! Notary as to Contractor or Owner Builder My Commission Expires: BOND TOTAL DUE (g)le,304/9' Structural Engineer 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION 1 Master Permk No. Contractor's Name: ILEN'S ROOFING, INC. Section A (General Information) Process No. Job Address: 90 N.E. 96th Street, Miami Shor Roof Category r Low Slope Mechanically Fastened Tile IT Mortar /Adhesive Set Tile IT Asphaltic Shingles r Metal Panel/Shingles r Wood Shingles/Shakes IT Prescriptive BUR- RAS150 r other: (ROOF REPAIR Roof Type r New Roof r Re- Roofing r Recovering r Repair r Maintenance Are there Gas Vent Stacks located on the roof? r Yes r No If yes, what type? r Natural r LPGX Roof System Information Low slope roof area (ft. _ _...._ _ . , Steep Sloped area (ft. E Total (ft. - ! Section B (Roof Plan) Page 1 of 2 Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, dearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): 1. _ Corner Size (a' x a'): ■■■■■■■■■■■■■■■■■ ■ ■■■■u■■■■■■■■■■ ■■■■immilm■!■! wmmi►. milm 111111111111!!!!!!!! Ii1111111111111li ll!HYiiliii 111111 ••••••••••• ■... P d ■■■■■■■ ■..■■...■■■'■■■■■■■■ ■■■■.■■■.■■ 11111111111111 ■ ` ■ ,1 ■■ . ,■■ ■l ■■ . ■(♦ 8 11; ■■■ ■■■■■■ ■■ •L■tl mitiV. ■•i0 ■4 ■■ ■Il■■\V /■ ■■■■L Mi.r.■■■■I■■■■ ■■■■ " 1 1 " ' l l " ' ll "' i � l��ll�lllll 11 1111 111 111111 . /11111► �11_� III . . . . . . . . . . . IIIIIIIIIIIIIIIIIIIIII 111111111111111I11 1IIIIIIIIIIIIIIII IIIIII http: / /www.co.miami- dade.fl.us/ bldg /roofing permiting/permit_app_section a.HTML 5/8/02 High Velocity Hurricane Zone Uniform Roofing Permit Application Form IMAM-DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPUCATION 1 Master Permit No. Contractors Name: ILEN'S ROOFING, INC. O Low slope ❑ Asphaltic Shingles O Prescriptive BUR -RAS 150 Section A (General Information) Process No Roof Category • Mechanically Fastened Tile O Metal Panel/Shingles IROOF REPAIR Job Address: I90 N.E. 96th Street, Miami Shori 0 Mortar /Adhesive Set Tile 0 Wood Shingles/Shakes Roof Type 0 New Roof 0 Re- Roofing Recovering r Repair 0 Maintenance Are there Gas Vent Stacks located on the roof? 0 Yes r No If yes, what type? 0 Natural 0 LPGX Roof System Information Low slope roof area (ft. I M 1 Steep Sloped area (ft. _. Total (ft. Section B (Roof Plan) Page 1 of 2 Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, dimensions of elevated pressure zones and location of parapets. Perbrwter Width (a7: _. - Caner Size (a' x a'): i n http:// www. co. miami- dade. fl. us / bldg / roofing _permiting /permit_app_section a.HTML 5/8/02