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Home My WebLink About15-16741 � � CITY OF ZEPHYRHILLS � �;�" � 5335-8TH STREEt' - tsss��so-aozo 16741' BUILDING PERMIT SINGLE FAMILY RESIQENTIAL j{•� PERMIT INFORMATION LOCATION INFORMATION � ? - Perrnit#:16741 Issued: 1211412015 Address: 36204 SHADY B�C1FF �P LT 3 � Permit Type: NEW SINGLE FAMILY DWELLING ZEPHYRHILLS, FL. Ciass of Work: 101-NEW CONSTlSFR Township: Range: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Sq. Feet: Est. Value: Book: Page: Cost: 198,501.20 Total Fees: 11,126.50 Subdivision: SILVERADO Amount Paid: 11,126.50 Date Paid: 12/14/2015 Parcel fdumber: 04-26-21-0060-00300-0030 Ct�NTRACTOR INFORNIATI{3N OWNER [NFORMATIC1i� - Name: HIGHLAND HOMES Name: HIGHLAND HOLDINGS INC 36200 Acldr. 3020 SOUTH FI�ORlDA AVE SUlTE 10� Address: 3020 S F�ORIDA AVE STE 101 LAKELAND FL �3803 LAKELAND FL 33803-�058 Phane: (863)619-71 Q3 Lic: Phone: (863)619-7103 Work Desc: NEW SINGLE FAMILY 1,948 SQ FT � � APPUCATION FEES - B DIN�FEE 880.70 E TRI FEE 214.43 PLUM Ih1G EE 97.75 MECHANICAL FEE 82.43 POLICE IMPACT FEE 254.00 FIRE IMPACT FEE 273.00 PUBLIC SAFETY 5°10 26.35 PARK FEES SF 769.56 SCHOQL IMPACT FEE-sfrl1QQ°to 4,$28.00 SCHQOL IMPACT FEE-sft/1°l0 48.28 TRAPFIC IMPACT FEE 99°la 3,5$5.68 TRAFFIC iMPACT FEE 9°!0 36.32 1�� - `�.'��yt`�c�v'" �,�Srf�,�-�"C.2�..��l� � Ins ectians Re uired - FO ER 2 RO H PL B IN IQ IL N FQOTER BOND DUCTS INSUTATED SEWER MISC. RQUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGF!PLUM� PRE-METER lNSULATiON WALL MISG. DUCTS.INSTAL�ED WATER MISC DR(VEWAY PRE-SLAB SHEATHING MISC. MISC. Ct7NSTRUCTiQN PQLE FRAME MISC. NIISC. REINSPEC'f[ON PEES: (c)With respect to Reinspection fees will comply with Flarida 5tatute 553.80(2)(c)fihe locat governmer�t shail impase a fee of four times the amaunt of the fee imposed for the initial inspectian or first reinspection,whichever is greater,for each such subsequent reinspection.REINSPECTION FEES: NOTICE: In addition to the requirements of this permit,there rnay be additiona! restrictions applicable to this property that may be found in the public recards of this county, and there may be additianal permits required from other governmenta( entities such as wafier management, state agencies or federal agencies. "Warning to awner: Yaur failure ta record a notice of cammencement may result in your paying twice far impravements to your property. If you intend to abtain financing,consult with yaur lender or an attorney before recording yaur notice of commencement." Complete Plans,Specificatians and Must Accompany Applica#ion. All work shall be pertormed in accordance with City Codes and Qrdinances. PIO OCCUPANCY BEFfJRE C.O. NQ OCCUPANCY BEFORE C.O. /r� �� ._,.,��'"�--�"'�� .�.r°`'"`�`''"� CONTRACTORS SIGNATURE PERMIT OFFI PERMIT EXPIRES IN 6 MONTHS 1NITHCIUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FRBM WEATHER I ' i , • • � � �� •C�'a6�cc�c�iea, �n� 3905 Kidron Road'Lakeland, FL 33811 '`863-647-2877*Fax 863-647-1770 Moisture-Density Relations of Soil Laboratory Compaction Test ASTM: D1557 Method: A Client: Highland Homes . Date: 01/28/2016 Project: 36200 Shady Bluff Loop (Zephyrhills) Project#: 12775 Permit#: 16741 Lab No.: 1P 112 � 111 � , U � � � , .�. 110 .� � Max Dry Density:110.4 pcf o Optimum Moisture: 10.3% � � 109 8 9 10 11 12 13 1 % Moisture Date Sampled: 12/22/2015 Sampled by: T. Isbell Location Sampled: Building pad area; Composite Visual Classification: Tan slightly silty fine sand Report Distribution: Tested C. Stafford Client: by: City of Zephyrhills File: 12775 Checked by: AI Mc in, Laboratory Manager Services: Environmental and Geotechnical Engineering and Consulting, Drilling, Materials Testing, Contamination Assessments, Audits and Remediation � � - � 1 • � � �n�,�1�ratc�xi�, �c, f �� 3905 Kidron Road*Lakeland, FL 33811 "863-647-2877*Fax 863-647-1770 SOIL TESTING -FIELD DENSITY-PERCENTAGE OF COMPACTION REPORT Project: 36200 Shady Bluff Loop (Zephyrhills) Lab No: 1 D Client: Highland Homes Technician: T. Isbell Job No.: 12775 Contractor: Cfient Date: 01/28/2016 Weather. Clear Permit#: 16741 Page 1 of 1 i ASTM: D6938 IN PLACE FIELD DENSITIES DATE 12/22l2015 ! MADE TEST TYPE INSITU IN PLACE DRY LAB MAX TEST BACKFILL MOISTURE DENSITY DENSITY COMPACTION PERCENT NO. LOCATION OF TEST PERCENT PCF PCF ATTAINED REQUIRED THICKNESS 1 Building pad; Garage-1 st and final lift 9.8 109.7 110 4 99°/a 95°/a — 2 Building pad; Center-1st and final lift 4.9 112.1 110.4 100+ 95°/a — Building pad; Southwest comer-1st and final 3 lift 5.9 107.1 110.4 97% 95% — Building pad; Southeast comer-1st and final 4 lift 8.1 109.3 110.4 99% 95% — The percentage of compaction for the in-place density test are based on laboratory Moisture Density Relation Test D1557-A as follows: Lab No. 1 P Maximum Dry Density 110.4 Optimum Moisture 10.2 Report Distribution: gy. Client: I McGhi , aboratory Manager City of Zephyrhills File: 12775 Services: Environmental and Geotechnical Engineering and Consulting, Drilling, Materials Testing, Contamination Assessments, Audits and Remediation � . ii��iiiiiiiiu�itiii�iiiiiiiiiiiiiu�iiii»i�ii�iii�iiiiiui 2015053 Prepared by and return to: Rcpt:3673112 Rec: 44.00 DS: 0.00 IT: 0.00 D. SCOtt SOuth, Esq./dmd 04/07/2015 T. 5. , Dply Clerk SOUTH MILHAUSEN,P.A. 1000 Legion Place, Suite 1200 PRULA S 0'NEIL,Ph O.ppSCO CLERK B COMPTROLLEk Orlando, Florida 32801 04/07/2015 01:52 m 1 of 5 File 6482-1 OR BK g 17� p� 4Gr71 , vr� Permit No. Tax Folio No. 04-26-21-0060-00300-0030 NOTICE OF COMMENCEMENT STATE OF FLORIDA � ,� �� COUNTY OF PASCO 3� 6 U S `�'U"�� I THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is i provided in this Notice of Commencement: �j/ 1. Description of Property: ✓ SEE EXHIBIT"A"ATTACHED HERETO AND 1NCORPORATED HEREIN BY THIS REFERENCE. 2. General description of improvement: Construction of single family dwelling according to plans and specifications 3. Owner information: (a) Name and Address: Highland Holdings,Inc., a Florida corporation 3020 S. Florida Avenue, Suite 101 Lakeland,Florida 33803 (b) Interest in property: Fee Simple (c) Name and address of fee simple titleholder(if other than Owner): 4. Contractor(name and address): (a) Name and address: Highland Holdings, Inc., a Florida corporation � 3020 S_ Florida Avenue, Suite l Ol , Lakeland, Florida 33803 OR BK g 172 PG q,6'1 2 of 5 (b) Phone number: 863-619-7]03 (c) Fax number: 863-619-7995 5. Surety Information: (a) Name and Address: N/A (b) Amount of Bond $N/A (c) Phone number: N/A (d) Fax Number:N/A 6. Lender Information: (a) Name and Address: Fidelity Bank 7807 Baymeadows Road E., Suite 200 Jacksonville,Florida 32256 Attn: DeeDee Barber (b) Phone number: (904)-996-1039 (c) Fax number: (904}-996-1040 7. Person within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1) (a) (7),Florida Statutes: (a) Name and address: N/A (b) Phone number: N/A (c) Fax number:N/A 8. In addition to himself or herself, Owner designates Dee Dee Barber of Fidelity Bank, 7807 I Baymeadows Road E., Suite 200, Jacksonville, Florida 32256, to receive a copy of the Lienor's Notice as provided in Section 713.13 (l) (b), Florida Statutes: (a) Phone Number: (904)-996-1039 _ (b) Fax Number: (904)-996-1040 . OR BK 9172 PG 4�2 3 of 5 9. Expiration date of Notice of Commencement (the expiratio date is one (I)year from the date of recording unless a different date is specified): � '� � �7 WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. HIGHLAND HOLDINGS, INC., a Florida corporation By: Ro . ams As its: President STATE OF FLORIDA ) ) SS. COUNTY OF�� ) The foregoing instrument was acknowledged before me this 2nd day of April, 2015, by Robert J. Adams, as President of HIGI�AND HOLDINGS, INC., a Florida corporation on behalf of said entity who either (a) �/ is personally known to me or (b) has produced as identification. . fl� � TARY P I�C-�State f Flori�a Print Name � � ✓1�1� My Commission Expires: �I3�� r-,—,. .► r�:�:y Fa�cuca�isotr :�• �;;: �-�: ;� MY COh�f13SI0N 1 FF 16445�2 ��} �a: EXPIRES•October3,2018 '•�o�� 8oideC Tdru No�ry Publ'c Undennicers � OR BK C,1�2 PG 4�3 4 of 5 Verification pursuant to Section 92.525,Florida Statutes: Under enalties of er'u ,I declare that I have read the foregoing and that the facts stated in P P J rY it are true to the best of my knowledge and belief. HIGHLAND HOLDINGS, INC., a Florida corporation By: Robe dams As its: P esident . OR BK 9172 PG 464 5 of 5 EXHIBIT"A" Legal Description Lot 3,Block 3,SILVERADO-PHASE lA,according to the plat thereof as recorded in Plat Book 61,Pages 71 through 75,Public Records of Pasco County,Florida. 36200Shady Bluff Lp-Lt 3- 1,948 sq ft Highland Homes o umn SQ. FEET PRICE MAIN OR LIVING: 1,948 $ 101.90 OTHER AREA UNDER ROOF: - $ 88.00 OTHER: - $ - VALUATION $ 198,501.20 FEE SHEET $ 785.00 ADDRESS $ 40.00 DRIVEWAY $ 40.00 BUILDING: $ 880.70 ELECTRICAL: $ 214.43 PLUMBING: $ 117.75 MECHANICAL: $ 82.43 SUB-TOTAL $ 1,295.31 TOTAL $ 1,295.37 SEWER: na WATER: na IRRIGATION: $ - TOTAL: $ - WATER METER: na IRRIGATION METER $ - FIRE DEPARTMENT FEES PLANS TOTAL: INSPECTION TOTAL: PERMIT TOTAL TOTAL: $ - na PUBLIC SAFETY IMPACT FEES POLICE $ 254.00 FIRE $ 273.00 5% $ 26.35 TOTAL: $ 553.35 SUB-TOTAL $ 1,848.66 PARK IMPACT FEES $ 769.56 SIF'S: $ 4,828.00 100.0% $ 4,828.00 1.0% $ 48.28 TOTAL: $ 4,876.28 T 1 F'S: $ 3,632.00 � 99°0% $ 3,595.68 �� ,��/ 1/o $ 36.32 �{ TOTAL: $ 11,126.50 11fv � � 36200 Shady BIufF Lp LT 3- Highland homes-1,948 sq ft o umn SQ. FEET PRICE MAIN OR LIVING: 1,948 $ 101.90 OTHER AREA UNDER ROOF: - $ 88.00 OTHER: - $ - VALUATION $ 198,501.20 FEE SHEET $ 785.00 ADDRESS $ 40.00 � DRIVEWAY $ 40.00 BUILDING: $ 880.70 ELECTRICAL: $ 214.43 PLUMBING: $ 117.75 MECHANICAL: $ 82.43 SUB-TOTAL $ 1,295.31 TOTAL $ 1,295.31 SEWER: na WATER: na IRRIGATION: $ - TOTAL: $ - WATER METER: na IRRIGATION METER $ - FIRE DEPARTMENT FEES PLANS TOTAL: INSPECTION TOTAL: PERMIT TOTAL TOTAL: $ - na PUBLIC SAFETY IMPACT FEES POLICE $ 254.00 FIRE $ 273.00 5% $ 26.35 TOTAL: $ 553.35 SUB-TOTAL $ 1,848.66 PARK IMPACT FEES $ 769.56 SIF'S: $ 4,828.00 100.0% $ 4,828.00 1.0% $ 48.28 TOTAL: $ 4,876.28 T I F'S: $ 3,632.00 99% $ 3,595.68 1% $ 36.32 TOTAL: $ 11,126.50 � 36200 Shady Bluff Lot 3 o umn SQ. FEET PRICE MAIN OR LIVING: 1,948 $ 101.90 OTHER AREA UNDER ROOF: - $ 88.00 OTHER: - $ - VALUATION $ 198,501.20 FEE SHEET $ 782.00 , ADDRESS $ 40.00 DRIVEWAY $ 40.00 BUILDING: $ 877.64 ELECTRICAL: $ 175.95 PLUMBING: $ 117.30 MECHANICAL: $ 82.11 SUB-TOTAL $ 1,253.00 TOTAL $ 7,253.00 SEWER: WATER: ' IRRIGATION: $ - TOTAL: $ - ', WATER METER: IRRIGATION METER $ - FIRE DEPARTMENT FEES PLANS TOTAL: INSPECTION TOTAL: ' PERMIT TOTAL TOTA • - PU SAFETYIMPA FEES POLICE $ 163.00 FIRE $ 175.00 5% $ 16.90 TOTAL: $ 354.90 , 07.90 PARK IMPACT FEES $ 769.56 �' 'S: $ 1,74 100.0% $ 1,740.00 1.0% $ 17.40 TOTAL: $ 1,757.40 T I F'S: $ 3,480.00 99% $ 3,445.20 � 1% $ 34.80 TOTAL: $ 7,614.86 ' .,,:< � PERMIT APPLICATIQN "� '$'�'�"-`` DR3VEWAY PERMIT APPLICATION CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY All informa6on must be fi3led-in campletely City of Zephyrhills 5335 8�'Street,Zephyrhills,Ft.33542 Telephone 813.780.0000 Fax 813.780.0005 �Date'ofappli�tione•/(>�f - - '_Proces"sed`By: � �Q-g�,=.- - _ ;'PerniiE�f.�� . - ,. - --- _ . � '-"e• ;�.- � .. .. ' . -c..''�, � ��{9!aya�tarsffi!` ordy.}.. . ' ,_„ - .'r';- .. _ � ` x ' ' ; _ " . . . �. ...,,. ,�.. -. . ., . , . . t�,:_.. .._,� - ::_, , ,� �,-� . , , :._�:,�. ..�'.� :'��PY�Btilding Deparbnent-:.� :;; .�,- ,"+ ,' (�opy to PutiGc tNork`s, PRQ] CT ]OB ITE: PROP Ft flWlVER Acidress: � Name: Unit#: Address: 't: � Parcel Identi ication Number: � Ci Stat Zi ^ -,_ Phone� - {(� Fax• - �- COMTRACTOR: Com arr : Name: Contractor's License#: E-Mail; , , "� � ,GI`� Pho�e: -'7 (} Ceii: m--�� Fax: -`j AFtCHITECT/ENGINEER: ' 't' l �vL Name: � r�"f Firm Name: Address: ti y d Ci : Q' State: l Zi : State License#: � Phone: -V:��[ -�t3� e11: -- Fax: �-- Description af Proiect TYPE OF DRNEWAY LENGTH OF DRIVEWAY CUlVERTS NEEDED ,RESIDENTIAE DRNEYVAY WZDTN OF DRIVEWAY ( }REINFORCED CONCRECE COMMERCIAL DRNEWAY R.O.W. EXCAVATION O CORRUGATED MATERTAL _PUBLIC ACCE55 DRIVEWAY �DEPTH ^LINEAR FEET ( )BOX CULVERT CONSTRUG7IOtti MATERIAt CURB CUT REOUIRED � a a�ER{IXPLAIN) ASPHALT ' YES �NO ��CONCRETE HEADWALL REOUIREp? YES �NO NOTICE TO APPLICANT: If actual work exceeds scope of this description,additional permiks or drawings will be required. UTILITY LOCATIONS REQUIRED: CALL SEFORE YOU DIG:1.$00.432.4770 Page 1 of 3 � I ` PERMIT APPLICATION OFFICE USE ONLY - - _ _ �.PUBLIC,WORKS�USE ONLY:'. - _ '. ; �;.'_ - Concrete (min.6'� Y N Asphalt Base(min.6'� Y N Asphalt(min.1�/i� Y N Length(min.19� N Width(10'min—20'max) Y N Existing sidewalk. Y New sidewalk. Y N ADA compliant. Y N Expansion material required. N Contiguous parking pad. Y Triangular flare(3'W x 7'L) N Usibility triangle o.k.? Y N Side set back(3'min.R.O.W.) Y N Plan Review Fee ..._.._... ,,....,- - - - - . .,...,-- __ _:_.. . _. ,....�r.. . . ,_ . . . _ .._ �.,..:..-;...... �:Ad`ditional_descri-#ion-of:wo'rk`as�defeed�b`:PutilicWorks•Di�ect'orandordesi nee:'=.;' ,;_. - A� -:�K-, � - b`� Permit application approved by Date: Page 3 of 3 � � D PLOT PLAN L❑T 3, SILVERAD❑ SUB, BLK 3 � P,B 61, PG 71-75 PASC❑ C❑UNTY, FL SCALE 1"= 20' 63.39' m' _ t7_9" � 16'-8' � is'-o° � m m �` • i ,13'-4' w i �Ci�� o' FFE=100,7 � u� N :-. , � 0 r. 10'-8' 15'-8 3/4' � � 2'GARAGE IXf EX'P�kNSc01J So l N"TS�3, 19'-4' 15'-0' b�K S(OESOFSt�wF} t E• .p 3�u7 � ��a�s � 16' WIDE (3o'C6� �1 DES DRIVEWAY 10' UTILITY � EASMENT 39� , 19.55' 0 � . 36200 SHADY BLUFF L�OP ,�ao��' � _ ..,,...� ..�. ,..� ,.., , � , l I � '� . �� c:. �I c•li"� o,;.�. . .y.. � , ...ti.. •f . ... ..�:..,��, � .•..r••�t.. r• :_r�.��!.,. a .i.r,.t.: s_:�.: ::.tt . ::.- :'.:..i..�.� 'T .. ...,� ti.: ,,:.:;r,� ...- ,., .., �....v —it• • r. . ��!•' ' ' i t I' t�" i:�; :" -! 'tq •I �••;..i._�.r�_J �. {.i�.e{\ , i �� :. ...•..il'..�.L•.9 , r•2f..1�::.�1 .4. �.71" �. �...., . _ . ..,..... ..-. / 4 } � i �'"'� n.5�i C.'i"'t:�l?{:1fr� . i:J {:: 1..i",:...�.:.•1::.ii � t:ri tr.� r ,'�::�4.. I � 4", vv,� .� , . r.. i.�::5 �t..� 1 .�. �. i �� ...,. 4 �..�..� , l:�' ' ''1 1 ;,�,.:;;�',:�it �..1.,.?::E•�i...,��t��Ij I��iz:i��Fic:`-�, i��,l:'a..,;::..k.�•''.�.. �`��..;I�t:�f�1.., �:):1.,.�:1...�,.<.;;,{:; ... ,.:...... :.. ... h f: (::� . L.� ,...�: � A�.-::. ,. ;—,.I..�a;,•�.,� .•,,.�.:.�.at! ,..�.:i�.''� ..{..d..S�• I...r ...r:1'{' -r�:. , f.t� ',•� :6:(' fi::,, l�t�l�:1':::. 1::;C'�'`� � �. ! ...,.... ,,..... ..., . _, �.., :.:� � ., �:...;. � ��• ��,�: �..�-��.r.a_..i...�,;��:,�:�...�,ji.:r;��;,:r�,::� +� 16� � � .,1 l..�.°i"�;: ; ., . 1..�"��::.�..r�. 'ii ��.irv'^SC:?'.) I I �_'.i.�!'\ I �";��1�.. 1 P..a�"ti�; . . '�'{;)r_>�-y . _i_'t_'7'f-'�i�... ,°��'ii.�(.1�•`:'f't� :� �,:•'t, � �•�t�"l:;J'��f t:;��1�r1;��'�t'�f i`�i::;+��4.i1.i1•,}'1� �..;i�:;•.'�'ii�i='t t`�rfai:lk.li��C� I�I:t:;il;'r;.. .. E� . .. ., . ., ,...., .,. ..., ,. . ,. . . , ..l.i��''� .l:t:,,. 'r�'�:.i��:i�'i i �?�:.��::: :�:}i��:;'�.:,I�: .l..�."Y .�,'�'��,.!+;� .... .:ii'.i.:��)1,�4) •" ':� '� 1'` •4f.s(..��:;�..1i•:i� ._�5..� . .i.; �.`.�r:�•i' �' 1:'t': r � .t. „ : tir ..: ,.�..�f....1. otif t i E: r��. r... �::•e. I I i �..,�...�.,.. .� j...,. . — - ., .. �.. •.s r::;.) }:•ti`'�' �� . , �.�.... .i.. ...v� � . ,.: .;.:' ,..., ._........�1....�z�_............................ _......._............... .. . . . � � ......�.................�.................. �. . -' _ - i~// -. ... - � I i I �I Single Family T)welling , Plan Review Camments 1. F.F.E. shall be a minimum of 8" above the road elevation and an engineered site plan. 2. Lats shall be graded to comply with R401.3 of the F.B.C. 3. Compactian test required if 24" or more of fill dirt is brought in at any one place. 4. Tie in survey required before pouring concrete. 5. Driveways require a R.O.W. use permit. A114 sides of driveway thru the sidewalk shall have expansion materiai. 6. All setbacks shall be met. 7. A11 praperty markers shall be uncovered and marked at time of first inspection. 8. All A.D.A. requirements shall be met. 9. No electric,pluznbing,mechanical, ar framing sha11 be covered without an inspectifln and approval fixst. 10. All Garages shall camply with sectian R309.2 of the F.B.C. (Fire Separation). 11. Appliances shall not be installed in a location where subject to mechanical damage unless protected by approved barriers. M343.4 af the F.B.0 12. Water heaters shall comply with section P607.3 of the .F.B.0 13. Foundation supports forAJC units shall be raised at least 3"abave finished grade. MI308.1 14. Return air in all bedroorns. F.B.C. M1620.4 I 5. Smoke detectors are to be installed in accordance with R313.1 of the F.B.C. 16. All glazing requirements are to be in accardance with R308.4 ofthe F.B.C. 17. AIl means of egress are to be in accordance with R311 of the F.B.C. 18. "Green gypsum board" shall not be used as a backer in showers or tubs. R'702.4.2 F.B.C. 19. Combinatio�-type AFCI breakers are required at a11 locations requirzng an AFCI type breaker. 20. Carbon monoxide alarms will be required in new canstruction that uses fossil-burning heating ar appliances ar an attached garage. They sha1l be installed in accardance with the F.B.C. 21. All plumbing,mechanical, and electrical shall be separate from unit to unit. This includes a11 underground plumbing and electric. 22. A112008 N.E.C. Codes will be enforced. 23. Tamper Resistant Receptacles in accordance with 40b.11 of the 2008 N.E.0 22. In accordance with the Land Llevelapment Code, lats shall be sadded before final at least 1Q feet araund the structure. F.F.E.-Finished Floor Elevation F.B.C-Florida Building Code 5�'Edition R.O.W.-Right Of Way A.D.A.-Americans with Disabilities Act N.E.C.-Natianal Electric Code (2008) �:PRQ$uild 4408 NrpaR Road Plan[f1ty,F 33563 Phone:(813)305-1300 Fa�:(813)305-1301 1.6M b mtw wcra0 Dbmrcn[G�L�M9W Ehresbni raol mi0 a�9 mmroon+,bD dvN slee.m�.+�+191 owiver bgUn,h9 rpqnv,eweq e mndan.qwd nmwm em R+yas. x.mmtromm..cw�aetl/arorermmmomtw[rewuarevennp a �.°�°m'�"mb��`�.� r- �m�m,��.��ti��,��m�N�„ � �oe�o,�� a �.a..HmR,�vwswm.emo�s:sicxasxammaes.amoceamRu b�Ms sd eN�IblwiWm ta euure CmW bim EeslBn/YbamenL � 5.feaLgEmp�eMvaAeysrotslv.vneremEefkEl.emeEby�Bent � 6.MNatlmmbMlcrotaRe2btRv[NtlelktlWolM1M. y �.wsma�y+aea�o.as.meneMsaooeea. 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Nwrtaimfadw I.W Fr[bSi�R EMixE 'f o o.x.de n�me r`.f°wre�nw v�nmM[�ma�a S r� YJ SD��9 la•O.G �do EnbY >a�IaMEMovE � Wmbel � rt ss��,smabwr�w�r.�e Tx�ess=r�y,nee.m� a � `s � "s a s" 's 's 's � � § s � s � "s "a "s � � "s s `s � � �xx��.� ��as m.,w.�. ��,..� l9 �MOUSIE-] �HM115C! MIMN 6UR16 OlM f'J � Naipen�eroMen�uhRurt-0GYSMpwnStroipTleunle��wledolMrwbe � ! � �C�0'B9.�K �pa��&wR � a � � a 7 0 0•-0•a�.xa. o o.�•��a� � O a�o•eA.Hec O vu•aq.�ac �' � O a•a•av:�x -xoT�o.wao 41 aa e�r.y wpne ume rne��w. � S fp � . � z . � C a�� vy, Highlnnd Homes � ��: � M� 3/3 SILVERADO a ° Arcadia-B XG2 fD � �'�36200 SHADY BLUFF LP t�o � � ��„ PASCO �d � w+re ' ]1/2/l5 s�nk NTS �� 0 �++�r DB smie �m i v�,wmxec 87944837 •�1 y'Si9� _ = : PA��O ��UtVTl�9 �'LORIDA ,;�.: �. . Permit No. �� Date Permitted //— /z—/_�,� Builder Name/Owner Name I�/�'��C�j� j��' Control # County Parcel No, � �—Z(—�/ �. �b�00—0�D6- OOv�O SubDiv: �+ �(�P.�G�C�"Q AddresslLocation ��Zp p S�tQ� ,�j��{�� - ��j Classification/Type of Use /� � , � �� TRAIVSPORTA'TION IMPACT FEE Rate: Sq Ft Unit: �� Exempt � Yes � No How Determined Impact Fee Amount $ � � �� Zone No. TqZ; SCHOOL IMPACT FEE Account (056) Single-Family Detached House Amount $ �L�� Z� (057) Mobile Home (058) Other Residential 123) Collection Fee Exempt Yes [] No How Determined PARKS AND RECREATIOIV FEE Land Account Land Credit Land Total Recreation Account Recreation Credit Recreation Total Zone TOTAL AMOUNT $ ��/.�j� Exempt � Yes � No How Determined LIBRARY �EE Land Account Land Credit Land Total Facility Account Facility Credit Facility Total Exempt � Yes � No How Determined Total Amount RESOURCEFEE ERU TOTALAMOUNT Prepared By , Checked By NO CER�IFICATE OF OCCUPANCY VIIILL BE ISSUED OR FINAL INSPECTIOfV PERFORMED UNTIL THE 70TAL AMOUNTS LISTED HAVE BEEN PAID AND RECEIPTED FOR BY A CENTRAL PERMITTING OFFICE OF PASCO COUNTY Acknowledgement below does not imply acceptance of concurrence, but simply recelpt of a copy of this form,placing the building permft owner on notice of this assessment and thQ conditions of payment for same. DATE RECEIVED BY RECEIPT NO. DATE BY PLOT PL,4N L❑T 3, SILVERAD❑ SUB, BLK 3 N P�B 61, PG 71-75 PASC❑ CDUNTY, FL SCALE 1"= 20' 63,39' � �- � 17�-9° , > � 16-8 0 � �5'-0" � � � _ , , 0 � 13'-4° u, w i� 0 f�flCl'1UU1 � FFE=100,7 � u� a r, � m � 0 � 10'-8° 15'-8 3/4" o � � 2'GARAGE EXT 19'-4° t5'-o" 16' WIDE DRIVEWAY - - - - - - - - - o- - 10' UTILITY N EASMENT 39 70, 19,55' o , I in N � 36200 SHADY BLUFF L�OP 1� • a,3-rau-o2oo City of Zephyrhills Permit Application Fax 813-780-0021 Building Department Date Received // 2�/� Phone Contact for (863)619-7103 x224 !� �� Permitting Owner's Name Hi hland Homes Owner Phone Number (863)619-7103 Owner's Address 3020 S. Florida Ave,Ste 101 Lakeland, FL 33803 Owner Phone Number 863 619-7103 Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address 3 JOB ADDRESS 36200 Shad Bluff Lp LOT# 04-26-21-0060-0 0300-0030 SUBDIVISION Silverado PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED X� NEW CONSTR � ADD/ALT SIGN DEMOLISH PROPOSED USE X� SFR � COMM � OTHER TYPE OF CONSTRUCTION X�BLOCK X� FRAME � STEEL � DESCRIPTION OF WORK �\� � � '` �V ' 72x30 1,909 BUILDING SIZE SQ FOOTAGE HEIGHT X BUILDING $8 5,90 9.00 VALUATION OF TOTAL CONSTRUCTION � �ELECTRICAL $3,250 AMP SERVICE 200 ❑ PROGRESS ENERGY W.R.E.C. X PLUMBING $4,285 / '� ) `��" ❑ �rv � ! � �MECHANICAL $3,660 VALUATION OF MECHANICAL INSTALLATION „) ,�� l/ �GAS � ROOFING � SPECIALTY � OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA YES NO BUILDER � COMPANY Highland Homes SIGNATURE REGISTERED Y/ N FEE CURRENT Y/N Address 3020 S. Florida Ave.,Ste 101,Lakeland, FI 33803 License# CGC058580 ' ELECTRICIAN COMPANY Fore Electric SIGNATURE REGISTERED Y/ N FEE CURRENT Y/N Address 2128 E. Edgewood Dr.,Ste 301, Lakeland, FI 33803 License# EC0002618 PLUMBER COMPANY Hodge Plumbing SIGNATURE REGISTERED Y/ N FEE CURRENT Y/N Address 3216 North Galloway Rd. Lakeland, FI 33810 License# CFC044188 MECHANICAL COMPANY Schmitt, Inc. SIGNATURE REGISTERED Y/ N FEE CURRENT Y/N Address License# CAC1815629 OTHER COM PANY SIGNATURE REGISTERED Y/ N FEE CURRENT Y/N Address License# RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencementis required. (A/C upgrades over$7500) "' Agent(for the contractor)or Power of Attorney(for the owener)would be someone with notarize letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of the Application Only) Reroofs if shingles Sewers Service Upgrade A/C Fences(Pot/Survey/Footage) ��IbTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupanc�' or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide° prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be pertormed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: – Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. – Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. – Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. – Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. ' – US Environmental Protection Agency-Asbestos abatement. – Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: – Use of fill is not allowed in Flood Zone"V" unless expressly permitted. – If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. – If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. – If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1)acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety(90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90) consecutive days, the job is considered abandoned. 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. FLORIDA JURAT(F.S. 117.03) OWNER OR AGENT ( ) CONTRACTO Subscribed and sworn or affirmed)before me this Subscribed and s�(iorn'to(or affirrrre�J)befor e this 10128115 by Brian Walsh _ 10/28/15 by Brian Walsh Who is/are personallv known to me or has/have produced Who is/are personallv known to me or has/have produced as identification. as identification. Notary Public Notary Public I Commissi n No. � Com iss' n No. . ` _ �+ � ° ` Q i / �,; l� N me Notary typed,pr rte or stamped ame o Notary typed, •rint or stamped .�a��- - ,m.�e� �\111111III JAMIE JENKINS `��tiPpV OV�♦ JAMIE JENKINS , ��pr v� . :_�� ; Notary Public-State of Florida :_°» «`�; Notary Public-State of Florida . ; ;•: Commission#FF 242885 ;Nx ��= Commission#FF 242685 ''�9FOFFL�p'� My Comm.Expires Jun 22,2019 '�hrFOFF��O`, My Comm.Expires Jun 22,2019 �''��,�� BondedthroughNationalNotaryAssn. ''��" BondedthroughNationalNotaryAssn. P LQT P LAf� L�T 3, SI�VER�IlO SUB, B�K 3 P,B 61, PG 71-75 PASC❑ CDUNTY, F� SCALE 1"= 2Q' 63,39' � �' .� . 17,_9° � � 16 -8° o � t5'-o" �� o� m i 0 c 13,_4' �„ w i� 0 ARCADIA � EFE=100.7 � u� N :-� :..; m --t 0 ti � � l0'-g" �„ 15'-B 3/4" � -i� � 2'GARAGE EXT 19'-4° t5'-o" I6' WIDE DRIVEWAY _�—�—� �— Q— � 10' UTILITY N EASMENT 39��, 19.55' 0 � � N 36z00 SHADY BLUFF LD�P FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project e: Arcad' rylodel Builder Name: �;C��A.�(S�� -� Street: 1 �.l �,� Permit Office: (�6� U �� (,��i((�, �-t,� -.,r.• City,St , �, /lU � �I`l��=�� J Permit Number� t�.1��( Owner: Highland 1�-pl�, b s Jurisdiction: I� 6 Design Location: FL,Lakeland � l.e� ��Q(}� 1. New construction or existing New(From Plans) 9. Wall Types(1368.0 sqft.) Insulation Area 2. Single family or muitiple family Single-family a.Concrete Block-!nt Insul,Exterior R=11.0 1184.00 ftZ b.Frame-Wood,Adjacent R=11.0 184.00 ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 3 d.N/A R= ftZ 5. Is this a worst case? No 10.Ceiling Types (1367 0 sqft.) Insulation Area Z a.Under Attic(Vented) R=30.0 1367.00 ft 6. Conditioned floor area above grade(ft) 1367 b. N/A R= ftZ Conditioned floor area below grade(ft2) 0 c.N/A R= ftz 11.Ducts R �ftz 7. Windows(150.0 sqft.) Description Area a. Sup:Attic,Ret:Attic,AH:Garage 6 273.4 a. U-Factor Dbl,U=0.59 86.00 ftZ SHGC: SHGC=0.32 b. U-Factor Dbl,U=0.56 64.00 ftZ 12.Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.32 a.Central Unit 28.0 SEER;14.00 c. U-Factor: N/A ftZ SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a.Electric Heat Pump 28.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth. 2.000 ft. Area Weighted Average SHGC: 0.320 14.Hot water systems 8. Floor Types (1367.0 sqft.) Insulation Area a. Electric Cap:50 gallons EF�0.960 a.Slab-On-Grade Edge Insulation R=0.0 1367.00 ftz b. Conservation features b.N/A R= ftZ None c. N/A R= ft' 15 Credits Pstat Glass/FloorArea: 0.110 Total Proposed Nlodified Loads: 43.82 pASS Total Baseline Loads: 43.83 I hereby certify that the plans and specifications covered by Review of the plans and ��HE Sr��,� this calculation are in compliance with the Florida Energy specifications covered by this ��; ' �; � O c°de. �AYNE AIR CONDITIONIN calculation indicates compliance �`i'r�,,�;� ';=,.�',o� � with the Florida Ener Code. ti +rrr,r..'•,;;;:="�'';"�° 9Y , :�`.•;��n O .f _CAC1817-108--- a �,�.�, �.:, � PREPARED B Before construction is completed � f; � � DATE: _ � _��I,�IS ___ this building will be inspected for � 4.��b-- ,a compliance with Section 553.908 * � ° r��, � I hereb certi that this buildin as desi ned, is in com liance Florida Statutes. 1 ��'�'" . Y fY 9� 9 P G, J� with the Florida Energy de. � � � . oD H►E'�'' OWNER/AGENT: _...___ . �c.l�_�' - BUILDING OFF IAL: - _�_ __ _ _ ___.. - - � --- , DATE; - _ __._.._...- - --- __-_ ----- ------- --- - '.-�----- ------ DATE: �.-- - -��I;�------- -- - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.2.2.1. �" -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. - Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.030 Qn for whole house. 8/4/2015 10:17 AM EnergyGauge�USA-FlaRes2014 Sedion R405.4.1 Compliant Software Page 1 of 5 I , FORM R405-2014 PROJECT Title: Arcadia Model Bedrooms: 3 Address Type. Street Address Building Type. User Conditioned Area: 1367 Lot# Owner Highland Homes Total Stories: 1 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: Permit Office: Cross Ventilation: County� Polk Jurisdiction. Whole House Fan: City,State,Zip: Family Type: Single-family FL, New/Existing: New(From Plans) Comment: CLIMATE � IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range � FL,Lakeland FL_LAKELAND_LINDER y 2� 34 vy92� 70 75 973 46 Medium , BLOCKS Number Name Area Volume 1 Blockl 1367 10936 � I SPACES ' Number Name Area Volume Kitchen Occupants Bedrooms InfiI1D Finished Cooled Heated . 1 1st Floor 1367 10936 Yes 7 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet --- --- -- - - _ _ ----- I 1 Slab-On-Grade Edge Insulatio 1st Floor 171 ft 0 1367 ftZ —� 0 0 1 ROOF � Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Composition shingles 1529 ft2 342 ftz Medium 0.96 No 0.9 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 1367 ft' N N � CEILING # Ceiling Type Space R-Value Area Framing�rac Truss Type 1 Under Attic(Vented) 1 st Floor 30 1367 ftz 0.11 Wood 8/4/201 5 1 0:17 AM EnergyGauge�USA-FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below . .__ �.__..Omt__._____To.--.Wall T.ype_ ___-_ __.__Space _R-Value__�x__._In__. FL _In-�9rea_. _ R-Value Fsaction_._Absor. Grade%- 1 S Exterior Concrete Block-Int Insul 1 st Floor 11 15 0 B 0 120.0 ft' 0 0 0.45 0 2 W Exterior Concrete Block-Int Insul 1 st Floor 11 16 0 8 0 128.0 ft= 0 0 0.45 0 3 N Exterior Concrete Block-Int Insul 1 st Floor 11 11 0 B 0 88.0 ft 0 0 0.45 0 4 W Exterior Concrete Block-Int Insul 1st Floor 11 14 0 B 0 112.0 ft� 0 0 0.45 0 5 N Exterior Concrete Block-Int Insul 1st Floor 11 21 0 8 0 168_0 ft= � 0 0.45 0 6 N Exterior Concrete Block-Int Insul 1st Floor 11 12 0 8 0 96.0 ft' 0 0 0.45 0 _ 7 E Garage Frame-Wood 1 st Floor 11 5 0 B 0 40.0 ft' 0 0.45 0 _8 N Garage Frame-Wood 1 st Floor 11 5 0 8 0 40.0 ft' 0 0.45 0 � _9 E Garage Frame-Wood 1 st Floor 11 11 0 8 0 88.0 ft' 0 0.45 0 10 N Exterior Concrete Block-Int Insul 1 st Floor 11 11 0 8 0 88.0 ft' 0 0 0.45 0 _11 E Garage Frame-Wood 1st Floor 11 2 0 8 0 16.0 ftx 0 0.45 0 12 E Exterior Concrete Block-Int Insul 1st Floor 11 11 0 8 0 88.0 ft� 0 0 0.45 0 � _13 S Exterior Concrete Block-Int Insul 1 st Floor 11 16 0 8 0 128.0 ft2 0 0 0.45 0 _14 S Exterior Concrete Block-Int Insul 1 st Floor 11 11 0 8 0 88.0 ft' 0 0 0 45 0 �15 S Exterior Cancrete Block-Int Insul 1st Floor 11 5 0 8 0 40.0 ft� 0 0 0.45 0 =16 S Exterior Concrete Block-Int Insul 1st Floor 11 5 0 8 0 40.0 ft' 0 0 0.45 0 DOORS # Ornt DoorType Space Storms U-Value Width Height Area Ft In Ft In 1 E Wood 1st Floor None .39 3 7 21 ft� 2 E Wood 1st Floor None .39 3 7 21 ft� WINDOWS Orientation shown is the entered,Proposed orientation. � Wall Overhang __ # Ornt ID Frame Panes __ NFRC U-Factor SHGC � _ Area Depth Separation Int Shade Screening 1 W 2 Metal Double(Clear) Yes 0.59 0.32 30.0 ft= 2 ft 0 in 1 ft 0 in None None 2 W 4 Metal Double(Clear) Yes 0.56 0.32 64.0 ftZ 2 ft 0 in 1 ft 0 in None None 3 N 5 Metal Double(Clear) Yes 0.59 0.32 20.0 ftZ 2 ft 0 in 1 ft 0 in None None 4 S 13 Metal Double(Clear) Yes 0.59 0.32 15.0 ft� 2 ft 0 in 1 ft 0 in None None 5 S 14 Metal Double(Clear) Yes 0.59 0.32 15.0 ft 2 ft 0 in 1 ft 0 in None None 6 S 15 Metal Double(Clear) Yes 0.59 0.32 6.0 ftZ 2 ft 0 in 1 ft 0 in None None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation '1 382.8 ftz 384 ftz 64 ft 8 ft 1 8/4/2015 10:17 AM EnergyGauge�USA-FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 -� FORM R405-2014 � INFILTRATION � # Scope Method SLA CFM 50 ElA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000254 911.3 50.03 94.09 .1906 5 HEATING SYSTEM # Sysfem Type _ Subtype _ _ _ _ Efficiency Capacity _ Block Ducts 1 Electric Heat Pump None HSPF:8.2 28 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central UniE None SEER:14 28 kStu/hr 840 cfm 0.77 1 sys#1 HOT INATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.96 50 gal 60 gal 120 deg None SOLAR H07 WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Modei# Area Volume FEF None None --- - --- ------ —--- ft2— - —- - ---- DUCTS / ----Supply---- ---Return---- Air CFM 25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 273.4 ft Attic 68.35 ft Prop Leak Free Garage --cfm 41.0 cfm 0.03 0.60 1 1 _ TEMPERATURES Programable Thermostat:Y Ceiling Fans: Coolin Jan Feb Mar A r Ma X Jun Jul X Au X Se Oct ]Nov Dec Heatin9 f X�Jan f X�Feb �Mar f �Apr f �May � �Jun ��Jul � �Au9 � �SeP f �Oct �X]Nov f X�Dec Ventin [ Jan [ ]Feb X Mar [X A r [ Ma Jun Jul Au Se [X Oct [X]Nov [ Dec 8/4/2015 10:17 AM EnergyGauge�USA-FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) - - -- AM 78 78 78 --78 - -78 — --78 78 78 80 80 8� 80 PM 80 SO 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 66 68 68 68 68 68 68 68 68 66 66 8/4/201 5 1 0:17 AM EnergyGauge�USA-FlaRes2014 Section R405.41 Compliant Software Page 5 of 5 � Ft�RM F2405-2Q14 ENEI�C�Y PEF�FOi�IVIAN�E LEVEL �EPL� DtSPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 100 The lower the EnergyPerfarmance Inciex, the more efficient the hame. , , FL� 1 New construcfion ar existing New{Fiam Plans} 9. Wali Types Insuiation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=11.0 1184.00 ft2 b.Frame-Wood,Adjacent R=11.0 184.00 ft� 3. Number af units,if multiple family 1 c.tV1A R= ft' 4. Number of Bedrooms g d.N/A R= ftx 5. Is this a worst case? 10.Ceiling Types lnsulation Area �O a.t7nder Attic{Vented) R=34.0 1367.04 ft2 6. Conditioned fioor area(ftz) 1367 b.N/A R= ft2 7. {Nindows** Description Area c.N/A R= ft2 ' a. U-Factor: Dbl,U=0.59 86.00 ftz 11•Ducts R ft� a.Sup:Attic,Ret:Attic,AH:Garage 6 273.4 � SHGC' SHGC=0.32 � b. U-Facfar. DbI,U=0.56 64.Q6 ftz SHGC: SHGC=0.32 12.Cooling systems k8tu/hr Efficiency a U-Eactor N/A ft2 a.Central Unit 28.0 SEER:14Aq SHGC: d. U-Factor N!A �x 13.Heating systems kBtu/hr Efficiency SHGC• � Area Weighted Average Overhang Depth: 2.000 ft, a.Electric Fteat Pump 2$.d HSPF:8.20 IArea Weighted Average SHGC: 0,320 8. Flaor Types Insuiation Area 94 Haf water systems x a.Elec#ric Cap:50 galions a.Slab-On-Grade Edge Insulation R=0.0 1367.00 k �F:0.96 b.NtA R- �2 b. Conservation features c.NfA R= ft� None 15.Gredifs Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building ,�A��, Constructian through the above energy saving features which wili be installed tar exceeded} .y O� � A?'C4 in this hame befare final inspection. Otherwise, a new EPL Dispiay Card wil(be completed y4t',,,�'��, r•��cs�, �,,�, based on installed Code compliant features. ` «<„��--:'�=x"'�''��„`�o t , .• :;�an•;, W .� � Builder Signature: �� }'� Date: �� c� ,��n � Address of New Hoie: __< .._--_ -��-_._ � � �ty/FL Zip: �� j/}i�� *��G �c;'�* ��- ��.��C(��,� � op yv�C,'S� 7�7- �4��_ *Note: This is nat a Building Energy 12ating If your Index is below 70, your home may qualify far energy efficient rnortgage(EEM}incentives if you obtain a Fiorida EnergyGauge Rating. Contacf the EnergyGauge Hatline at{321} 638-1492 ar see the EnergyGauge web site at energygauge.cam for information and a list of certified Raters. �or information about the Fforida Building Gode, Energy Conservation, contact the Fforida Bui(ding Commission's support staff. **Labe[required by Sectian R303.1.3 of the Florida Buifding Code, Energy Canservation, if not DEFAULT. 8/4/2015 10:77 AM EnergyGauge�USA-FlaRes2014 -Section Rd05.4.i Compliant Software Page 1 of 1 �uslding Input Sumr�nar-y Repo�t PROJECT Title: Arcadia Model Bedrooms: 3 Address Type: StreetAddress Building Type: User Bathrooms: 2 Lot# Owner• Highland Homes Conditioned Area: 1367 sq.ft. Block/SubDivision: #of Units: 1 Total Stories: 1 PlatBook: Builder Name: Worst Case: No Street: Permit Office: Rotate Angle: 0 County: Polk Jurisdiction: Cross Ventilation: City,State,Zip: , Family Type: Single-family Whole House Fan: FL, New/Existing: New(From Pians) Terrain: Suburban Year Construct: Shielding: Suburban ' Gomment: CLIMATE Design Design Temp Int Design Temp Heating Design Daily Temp Location Tmy Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Lakeland FL`IAKELAND: LINDER RGN 34 92 70 75 973 48 Medium . UTILITY RATES Fuel Unit Utility Name Monthly Fixed Cost $/Unit Electricity kWh EnergyGauge Default 0 0.1188 ' Natural Gas Therm EnergyGauge Default 0 0.682 Fuel Oii Gallon EnergyGauge Default 0 1.1 Propane Gallon EnergyGauge Default 0 1.4 SURROUNDINGS Shade Trees Adjacent Buildings Ornt Type Height Width Distance Exist Height Width Distance N None Oft Oft Oft Oft Oft Oft NE None Oft Oft Oft Oft Oft Oft E None Oft Oft Oft Oft Oft Oft SE None Oft Oft Oft Oft Oft Oft S None Oft Oft Oft Oft Oft Oft SW None Oft Oft Oft Oft Oft Oft W None Oft Oft Oft Oft Oft Oft NW None Oft Oft Oft Oft Oft Oft BLOCKS Number Name Area Volume 1 Blockl 1367 10936 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Finished Cooled Heated 1 1st Floar 1367 10936 Yes 7 3 Yes Yes Yes FLOORS # FloorType _�__ _ _ Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulation ist Floor 171 ft ~�0 1367 ftz — 0 0 1 8/4/201 5 1 0:17 AM EnergyGauge�/USRFSB v4.0 Page 1 of 5 I Building Input Summary Repor� ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gabie or shed Com osltion shin les 1529 ft2 342 ft' Medium 0.96 No 0:9 No 0 26.6 ATTIC # Type Ventilation Vent Ratio(9 in) Area RBS IRCC ---- - -- ---- -- -- --- •--- ...... . ... .. .------- - --_.____---- 1 Full attic Vented 300 1367 ftz N N , CEILING # Ceiling Type Space R-Value Area Framing Fraction Truss Type ' 1 Under Attic Q 1st Floor 30 1367 ftZ 0.11 Wood WALLS Wall orientation below is as entered. Actual orientation is modified by rotate angle shown in"ProjecY'section above. Ad1'acent p Cavity Width Height Sheathing Framing Solar Below _ # Ornt To Wall Type S ace R-Value Ft In Ft ln Area R_Value Fraction Absor, Grade% ' 1 S Exterior Concrete Block-Int Insul 1st Floor 11 15 0 8 0 120.0 ft= 0 0 0.45 0 2 W Exterior Concrete Block-Int Insul 1 st Floor 11 16 0 8 0 128.0 ft2 0 0 0.45 0 3 N Exterior Concrete Block-Int Insul 1st Floor 11 11 0 8 0 88.0 ft' 0 0 0.45 0 4 W Exterior Concrete Block-Int Insul 1st Floor 11 14 0 8 0 112.0 ft2 0 0 0.45 0 5 N Exterior Concrete Block-Int Insul 1st Floor 11 21 0 8 0 168.0 ftz 0 0 0.45 0 6 N Exterior Concrete 81ock-Int insul 1 st Floor 11 12 0 8 0 96.0 ftZ 0 0 0.45 0 7 E Garage Frame-Wood 1 st Floor 11 5 0 8 0 40.0 ft' 0 0.45 0 8 N Garage Frame-Wood 1st Floor 11 5 0 8 0 40.0 ftZ 0 0.45 0 9 E Garage Frame-Wood 1st Floor 11 11 0 8 0 88.0 ft� 0 0 45 0 10 N Exterior Concrete Block-Int Insul 1st Floor 11 11 0 8 0 88.0 it' 0 0 0.45 0 11 E Garage Frame-Wood 1st Floor 11 2 0 8 0 16.0 ftZ 0 0.45 0 12 E Exterior Concrete Block-Int Insul 1st Floor 11 11 0 8 0 88.0 ft� 0 0 0.45 0 13 S Exterior Concrete Biock-Int Insul 1 st Floor 11 16 0 8 0 128.0 ft2 0 0 0.45 0 14 S Exterior Concrete Block-Int Insul 1st Floor 11 11 0 8 0 88.0 ft2 0 0 0.45 0 15 S Exterior Concrete Block-Int Insul 1 st Floor 11 5 0 8 0 40.0 ft2 0 0 0.45 0 16 S Exterior Concrete Block-Int Insul 1st Floor 11 5 0 8 0 40.0 ftZ 0 0 0.45 0 DOORS Width Height # _Ornt _ Door Type _ __Space __ Storms U-Value T Ft_ InT� Ft _In Area 1 E Wood 1st Floor None .39 3 7 21 ftZ 2 E Wood 1st Floor None .39 3 7 21 ftZ 8/4/2U15 10:17 AM EnergyGauge�(USRFSB v4.0 Page 2 of 5 Building Input Surr�mary Report , WINDOWS Wall Overhang # Ornt ID Frame Panes NFRC U-Factor SHGC Storm Area Depth Separation Interior Shade Screening 1 W 2 Metal Double(Clear) Yes 0.59 0.32 N 30.0 ft2 2 ft 0 in 1 ft 0 in None None 2 W 4 Metal Double(Clear) Yes 0.56 0.32 N 64.0 ftz 2 ft 0 in 1 ft 0 in None None 3 N 5 Metal Double(Clear) Yes 0.59 0.32 N 20.0 ft2 2 ft 0 in 1 ft 0 in None None 4 S 13 Metal Double(Clear) Yes 0.59 0.32 N 15.0 ft= 2 ft 0 in 1 ft 0 in None None 5 S 14 Metal Double(Clear) Yes 0.59 0.32 N 15.0 ft2 2 ft 0 in 1 ft 0 in None None , 6 S 15 Metal Double(Clear) Yes 0.59 0.32 N 6.0 ftz 2 ft 0 in 1 ft 0 in None None INFILTRATION # Scope Method SlA CFM 50 ELA EqLA ACH ACH 50 Space(s) , � -- --- --- -- - -- - - -- ----- 1 Wholehouse ProposedACH(50) .000254 911.3 50.03 94.09 .1906 5 _ _ _ __ All GARAGE # FloorArea RoofArea Exposed Wall Perimeter Avg.Wall Height Exposed Wall insulation 1 382.8 ftZ 384 ftz 64 ft S ft (invalid) MASS Mass Type Area Thickness Furniture Fraction Space No Added Mass 0 ft' 0 ft 0.3 ` 1 st Floor ' HEATING SYSTEM # System Type Subtype Efficiency Capacity ------Geothermal HeatPump----- Ducts Block Entry Power Volt. Curr 1 Electric Heat Pump None HSPF:8.2 28 kBtu/hr 0 0 0 s s#1 1 COOLING SYSTEM # System Type Subtype _ Efficiency Capacity Air Flow _ SHR Ducts Block ` 1 Central Unit None SEER:14 28 kBtu/hr 840 cfm 0.77 s s#1 1 HOT WATER SYSTEM � # System Type _ SubType Location ^ _ __EF _, Cap Use SetPnt Credits ___ 1 Electric None Garage 0.96 50 gal 60 al 120 deg None SOLAR HOT WATER Collector Surtace Absorp. Trans Tank Tank Tank Heat PV Pump Collector Type Tilt Azimuth Area Loss Coef. Prod. Corr. Volume U-Value Surf Area Exch Eff Pumped Energy DUCTS DUCT --------Supply------ --------Retum----- Air CFM 25 CFM25 HVAC# # Location R-Value Area Location Area Number Leakage Type Handler TOT OUT QN RLF Heat Cool �1 Attic 6 273.4 ftZ Attic 68.35 ftx 4 Prop.Leak Free Garage -cfm --cfm 0.03 0.60 1 1 8/4/201 5 1 0:17 AM EnergyGaugeO/USRFSB v4.0 Page 3 of 5 Building Input Sur�r�ary Report TEMPERATURES Programable Thermostat:Y Ceiling Fans: N Coolin [ ]Jan Feb [ ]Mar [ ]A r [ ]Ma rX]Jun [X]Jul [X]Au (X]Se [ ]Oct [ ]Nov Dec ' Heatin9 [X]Jan f X�Feb [X]Mar [ ]APr [ ]May E ]Jun [ ]Jul [ ]Aug [ ]Sep [ j Oct [X]Nov f X�Dec Ventin [ ]Jan [ ]Feb [X]Mar [X]A r [ ]Ma [ ]Jun [ ]Jul [ ]Aug [ ]Sep [x]Oct [X]Nov [ Dec Thermostat Schedule: HERS 2006 Reference Hours SChedule Type 1 2 3 4 5 6 7 8 9 70 11 12 Cooling(WD) AM 78 78 - -- 78 78 78 78- 78- 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(VtIEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) , AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 APPLlANCES& LIGHTING Appliance Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Ceiling Fans(Summer) AM 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.33 0.33 0.33 0.33 0.33 %Released: 100 PM 0.33 0.33 0.33 0.33 0.33 1 0.9 0.9 0.9 0.9 0.9 0.65 Annual Use: 0 kWhlYr Peak Value: 0 Watts Clothes Washer AM 0.105 0.081 0.046 0.046 0 081 0.128 0.256 0.57 0.849 1 0.977 0.872 %Released: 60 PM 0.779 0.698 0.605 0.57 0.581 0.57 0.57 0.57 0.57 0.488 0.43 0.198 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Dishwasher AM 0.139 0.05 0.028 0.024 0.029 0.09 0.169 0.303 0.541 0.594 0.502 0.443 %Released: 60 PM 0.377 0.396 0.335 0.323 0.344 0.448 0.791 1 0.8 0.597 0.383 0.281 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Dryer AM 0.2 0.1 0.05 0.05 0.05 0.075 0.2 0.375 0.5 0.8 0.95 1 ' %Released: 10 PM 0.875 0.85 0.8 0.625 0.625 0.6 0.575 0.55 0.625 0.7 0.65 0.375 Annual Use: 0 kWh/Yr Peak Value: D Watts Lighting AM 0.16 0.15 0.16 0.18 0.23 0.45 0.4 0.26 0.19 0.16 0.12 0.11 %Released: 90 PM 0.16 0.17 0.25 0.27 0.34 0.55 0.55 0.88 1 0.86 0.51 0.28 Annual Use: 1674 kWh/Yr Peak Value: 547 Watts Miscellaneous AM �.48 0.47 0.47 0.47 0 47 0.47 0.64 0.71 0.67 0.61 0.55 0.53 %Released: 90 PM 0.52 0.5 0.5 0.5 0.59 0.73 0 79 0.99 1 0.96 0.77 0,55 Annual Use: 2136 kVJhlYr Peak Value: 392 Watts Pool Pump AM 0 0 0 0 0 0 0 0 0 1 1 1 %Released: 0 PM 1 1 1 1 0 0 0 0 0 0 0 0 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Range AM 0.057 0.057 0.057 0.057 0.057 0.114 0.171 0.286 0.343 0.343 0.343 0 4 %Released: 100 PM 0.457 0.343 0.286 0.4 0.571 1 0.857 0.429 0.286 0.229 0 171 0.114 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Refrigeration AM 0.85 0.78 0.75 0.73 0.73 0.73 0.75 0.75 0.8 0.8 0.8 0.8 %Released: 100 PM 0.88 0.85 0.85 0.83 0.88 0.95 1 0.98 0.95 0.93 0.9 0.85 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Well Pump AM 0.05 0.05 0.05 0.05 0.05 0.05 0.1 0 1 0.1 0.1 0.1 0.1 %Released: 0 PM 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Annual Use: 0 kWh/Yr Peak Value: 0 Watts 8/4/2015 10:17 AM EnergyGauge�/USRFSB vG.O , Page 4 of 5 -- 1 ; I �uilding �nput Sur�r�ary Report CLOTHES DRYERS ID 7ype Screen Location Capacity Fuel Type Make Model Schedule LoadsPerYr 1 Dryers Default New Main Electricity RANGE OVEN ID Type Screen Location Type Fueltype Make Model Cooktop Oven 1 Ranges Default New Main CooktopOven C Electric Electric FI Not Conv HARD WIRED LIGHTIfVG ID Type Screen Location Total# Qualify# Comp FI All Other FL txtBulbtype Schedule Watts per bulb 1 Hard-Wir By Count-Qualify Main 100 10 0 10 2 Hard-Wir Default New Exterior MISC ELECTRICAL L�ADS _ ID Type Screen�__Item _ Quantity Catagory Operating_ Location _ Schedule Off Standby 1 Misc Elec Simple Default 1 1 Main HERS201 1 B(4/2015 10:17 AM EnergyGaugeO/USRFSB v4,0 Page 5 of 5 � l=lorida Code 2014 Summar�I Report Highland Homes Titie:Arcadia Model TMY City: FL_LAKELAND LIN FLProp2014 Elec Util: EnergyGauge Default , FL, Gas Util• EnergyGauge Default Registration#: Run Date. Energy Uses_ ____ Reference Home __ Proposed Home ______�_e-Ratio : Heating 2.09 MBtu 2.11 MBtu 1.01 Cooling 9.23 MBtu 9.25 MBtu 1.00 Hot Water 8.11 MBtu 8.02 MBtu 0.99 Total 19.44 MBtu 19.38 MBtu 1.00 Building Loads ____ Reference Home_ Proposed Home e-Ratio Heating 4.23 MBtu 4.26 MBtu* 1.01 � 7 MBtu* 1.00 Cooling 31.70 MBtu 31. 5 Hot Water 7.90 MBtu 7.81 MBtu* 0.99 Total 43.83 MBtu 43.82 MBtu 1.00 � "`normalized modified Ioads Glass/Floor Area: 0.110 Total Proposed Modified Loads: 43.82 pASS Total Reference Loads: 43.83 -- -- - - --- ----- -------- -- - --- — - --- 8/4/2015 10:18 AM EnergyGauge�USA-FlaRes2014/ Page 1 of 1 I �t� ��L t�i--�� ,�.. 1 ' � � �� a�� 1 ,,�.�, av � � � z' �'�...G � � � � � 4 �' j,. n 3 �� 3 -,t'" „ 1\`/3- �-�1 � ,�� „ ,�,, �, ,� +(4{L" �1L } " 3'` `,vr ! `�. t �` � M 3 � �� '�� c. �a�,�1�y 3 _ ��'��.. �, 112"x11„ �50N1�T�iG P.yt..G�� No.932 s1��s� � SSpE�T�E'� vt� J�L I�� I � ��'r�- . SF� a�� l � '� a� � i '�'� �� f ' �,, 3� " 1" ja 3,� � � i ��/��, �4 � �� „ ��, ., Y XTR- �1L ,� I �V} � 3'' � � 3�� M�M � } _1 LJ 3�� 2GA�D►A N1oD�L � xc �o/�y/�y � STAEDTL.ER�?� No. 932 8111S0 & 1l2"x11" ISOMETRIC . �� Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. M iTe k� RE: 87944837- MiTek USA, Inc. '� Site Information: 6904 Parke East Blvd. Customer Info: HIGHLAND HOLDINGS INC Project Name: 3/3 SILVERADO Modelam��1�-�15 LoUBlock: 3 Subdivision: SILVERADO Address: 36200 SHADY BLUFF LP City: ZEPHYRHILLS State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. ' Name: License#: Address: City: State: General Truss Engineering Criteria �Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: N/A psf I This package includes 23 individual, dated Truss Design Drawings and 0 Additional Drawings. � With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# ITruss Name Date 1 T7593583 A01 11/2/015 18 T7593600 EJ7 11/2/015 �2 �T7593584 �A�2 �11/2/015 �19 �T7593601 �EJ7A �11/2/015 � �3 �T7593585 �A03 �11/2/015 �20 �T7593602 �EJ64 �11/2/015 � �4 �T7593586 �A04 �11/2/015 �21 �T7593603 �HJ7 � 11/2/015 � �5 �T7593587 �A05 �11/2/015 I 22 �T7593604 �HJ7A �11/2/015 � �6 �T7593588 �A06 �11/2/015 �23 �T7593605 �HJ64 � 11/2/015 � �7 �T7593589 �A07 �11/2/015 � �8 �T7593590 �A08 �11/2/015 � �9 �T7593591 �B�1B �11/2/015 � �10 �T7593592 �g�3 �11/2/015 � �11 �T7593593 �B04 �11/2/015 � �12 �T7593594 �C01 �11/2/015 � �13 �T7593595 �CO2 �11/2/015 � �14 �T7593596 I C�� 11/2/015 � �15 �T7593597 �CJ3 �11/2/015 � �16 �T7593598 �CJ5 �11/2/015 � �17__1T7593599 �CJSS �11/2/015 � The truss drawing(s)referenced above have been prepared by MiTek ��°1/j0�i�� I , Industries,Inc.under my direct supervision based on the parameters ��`� PS A' q �� O� �e �� provided by ProBuild East(Plant City,FL). `v`,��,.��C E N 5�.;9,�,��' Truss Design Engineer's Name: A l bani, T homas � , o � � My license renewal date for the state of Florida is February 28,2017. _ * a IMPORTANT NOTE:Truss Engineer's responsibility is solely for �9�, STATE O F .�� design of individual trusses based upon design parameters shown :O •. <v: on referenced truss drawings. Parameters have not been verified �'�,��`5;��.0 R 1�P'�� for fi epre errence�only and h s nolt beeln u ed in paelpar g des gns ��'O�S;�NA�E�.�`�� Suitability of truss designs for any particular building is the ThomasAAlhanlPENo.39380 responsibility of the building designer, not the Truss Engineer, MRekUSA,Inc.RCert6634 ', 6904 Parke East Btvd.Tampa R 33610 per ANSI/TPI-1, Chapter 2. �ate: November 2,2015 Albani,Thomas 1 of 1 r • Jab Truss Truss Type nry P�Y nss3ses a�saa�a7 aoa �+�a��• > > Sob erence o tional PmBuild, Plant City,FL,33563 7.640 s Sep 29 2015 MTek Industries,Inc.Mon Nov 02 10:0793 2015 Pege 1 I D:J_m s Dg2Dfj I zazPvM SacSgye N1'Y-j OFnV47rYjj LDv6UzN GJ W rvW YSoh84_RX W G kPmyN GXS �0-0 7 4� !&A-9 � 17-7-7 23-0-D 30-0-0 �-0- 1-0.0 �-0-0 5-0-9 5-2-13 5-4-9 7-6-0 1-0-0 Scale=1:54.6 �XS 2x4 II 3x4= 4x8= 5.00 12 3 2p 2� q 5 zp 6 1.5x8 STP= 1.5X8 STP= � 7 �� z $ Iq . o 13 23 12 �.� 10 9 4x4= 2x4 �� 3x8= 4x4_ 3xA= 2x4 �� 3z5= 7-0-0 12-4-9 17-7-7 29-0-0 30-0-0 i 7 0 0 5-0-9 5-2-13 5-0-9 7-4-0 Plate dffsets tX Y)- [3:0-5-4,0-2-07 t6�0-5-4 0-2-D7 (7��-0-6 Edqet l,OADING(psf� SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lld PLATES GRIP TGLL 20.0 P(aEe Grip DOL 1.25 TC 0.9T Vert(L�) 0.28'IO-12 >999 240 MT2Q 244t19Q TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(TL} -0.53 10-12 >678 180 BCLL 0.0 ' Rep Stress Incr NO WB O.AO Horz(TL) 0.13 7 n/a n/a BCDL 10.0 Code FBC20'f4(tPt2007 (Matrix-M} Weight:1351b FT=2Q°lo I.UMBER- BRACING- 70P CHpRD 2x4 SP No.2 TOP CHORD Struotural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiting directly applied or 5-8-13 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. {i6/size} 2=1378/0-8-0,7=123410-8-0 Max Horz 2=-71(LC 6) Max Uplift2=-622(LC 8),7=-524(LC B) FORCES. (Ib}-Max.Comp.IMax.Ten.-At1 forces 250(Ib)or Iess except when shown. TOP CHORD 2-3=-2670/1152,3-20=-3048/1345,20-21=-3048/1345,4-21=-3048l1845,4-5=-3048/1345, 5-22=-2815t1239,6-22=-2915/1239,6-7=-23121897 BOT CHORD 2-13=-94112394,t3-23=-942t2405,12-23=-942124�5,41-12—t069/2915, 10-11=-1069/2915,9-10=-701/2068,7-9=-705/2D63 WEBS 3-13=-25/290,3-12=-267/815,4-12=-351/240,5-10=-396/267,6-10=-420/1048 NOTES- 1)Unbalanced roof live loads have been considered forthis design. ``,��t1111A��0� 2)Wind:ASCE 7-10:Vu12=140mph{3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.il; `il S A. I�� Exp C;EncS.,GCpi=d.18;MWFRS(directional};cantilever Ieft and right exposed,end vertical left and right exposed;Lumber DOL=1.66 ,��O�P` �j�, �j�' plate grip DOL=1.60 �� ''G E N '� � 3)Provide adequate drainage to prevent water ponding. �„'� '� .'�V� `SF�'.�/ �i 4}This truss has bee�desig»ed for a'f 4.Q psf bottom chord live foad nonconcurrent with any other live Soads. i % 5)'This truss has been designed for a live Ioad of 20.OpM on the hottom chord in aIl areas where a rectangle 3-6-0 talt by 2-0-0 wide wilt � N O 3�3$� -. �.y fit behveen the bottom chord and any other members. � �_� 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lbj 2=622, � 7=524. ' "' 7)"Semi-rigid pitchbreaks with fixed heels"Member end fi�uty model was used in the analysis and design of lhis truss. �� , • +`. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)84 Ib down and 88 Ib up at 7-0-0, ��.�.s,- - E '�L� and 84 Ib down and 88 Eb up at 9-Q-12 on top chord,and'l791B down and 58 Ib up at 7-0-0,a�d 46 Ib up at 7-0-12,and 461b up at � �� 9-0-92 on boKom chord. The desig�tsetec6an of svch connection device(s)is the responsibitity of others. i��•'•L � R��•\•��,�i 9)In the LOAD CASE(S)section,loads applied ta the face of the truss are noted as front(F)or back(B). ��/�S�O N A1-�`i��,, [.OAD CASE{5) Standard ,�l t l l i I R 1 t tt�� 9}Dead+Roof Live(halanced}:Lumber Increase=1.25,Plate tncrease=1.25 Thamas A.Albanl PE No.39380 Uniform Loads(plf) MiTek USA,Inc.R Cert 6634 Vert:1-3=-54,3-&=-54,6-8=-54,14-17=-20 6904 Patite East Sivd.Tampa Ft.3361� I Date: 'i November 2,2015 �WARNING-Verify design paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-�473 rev.f 0/03/Y015 BEFORE USE �� Design vaGd for use only with MiTek�conneciors.This design is basad only upon parameters shown,and is for an individual bulding component,not o truss system.Before ose,the building designer most verifylhe opplicability ot design partameters and propedy inco'porate this design into the overall buitding design.Bmcing indicafed iz to preve�t buckGng o:indi»duo�truzs web ondtor chord members oniy.Ad�tionoi tempwary and permonent bracing �IT�l�� is atways req�ired for stability and to prevent colbpse wiih possibte personat injury and property damage.For generat guidance regarding the fobrication.storoge,delivery.erection ond bracing of frvsses ond truss systems,see ANSI/fPll Quality Cdfedn,DSB-89 and BC51 BuOding Component 6964 Parke East Blvd. Sa(ety Informalion avoilable(rom Truss Plote Institufe,218 N.Lee Streef,Suite 312.Alexandrio,VA 22314. Tampa,FL 33610 1 • Job Truss Truss Type Qty Ply P5935B3 87944837 A01 Hip Girder 1 1 Job Reference o tional ProBuild, Plant City,FL,33563 7.690 5 Sep 29 2015 MiTek Industries,Inc.Mon Nov 02 10:07�13 2015 Page 2 ID:J_msDg2DljlzazPvMSacSgyeNN-jOFnVQ7rY�jLDv6UzNGJ WrvWYSQh84_RXWGkPmyNGXS LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-84(F)13=147(F=33)20=-84(F)23=33(F) �WARNING-Verffy deslgn pa2meters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7/73 rev.f0/03/t015 BEFORE USE �*�� Design volid for use only with MITekO connectors.This design is based only upon paramefers shown,and is for an individual building camponent,not ��b a huss system.Before use,fhe building designer must venfy the applicobility of design paromefers and properly incorporote thls design into ihe overall �� building design.Bracing indicoted'a to prevent buckling of ind'rvidual truss web and/or chord members only.Addifional temparory ond permanent bracing MiTek• � is always required for slobility and to prevenf collapse with possible personol injury and property damage.For general guidance regarding ihe � fobrication,storoge,delivery,erection ond bracing of trusses ond fruss systems,see AN51/iPll�ualify Cdfeda,D5B-B9 and BCSI B�tlding Component 6904 Parke East Blvd. i Safety Informotlon avoilable from Truss Plofe Institute,218 N.Lee Streef.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 • Jab Truss Truss Type Qry Ply nssasea 87944837 A02 HIP 1 1 Job Reference o tional ProBuild, Plant Ciry,FL,33563 7.640 s Sep 29 2015 MiTek IndusVies,Inc.Mon Nov 02 10:07�14 2015 Page 1 ID:J msDg2DljlzazPvMSacSgyeNTY-Cao9jm?TJ1rCr2hgX5nY32SnmsnDtaTbmA7HxDyNGXR r� s-o-o ��-o-o z�-o-o so-o-o ai-o-a �-ao s-ao s-o-o s-o-o s-ao i-o-o Scale=1:54.6 4x8= 2x4 I I 4x8 = 5.00 �p 3 20 21 4 22 23 5 �y 24 1.Sx8 STP= 25 1.Sx8 STP= P 18 2 6 . �' 7 I� i� �0 9 s 7x4 II 3x4= 2x4 II 3x6� 3x6% 3x8= 9-0-0 15-0.0 21-0-0 30-0-0 9-0-0 6-0-0 6-0.0 9-0-0 Plate Offsets(X.Y1— f2:0-3-0,0-1-81.f3:0-5-4,0-2-01.�5:0-5-4.0-2-01,f6:0-3-0.0-1-81 LOADING(ps� SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.16 10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.37 8-17 >978 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.19 Horz(TL) 0.10 6 n/a n/a BCDL 10.0 Code FBC2014(fP12007 (Matrix-S) Weight:130 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood shea[hing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling direcUy applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erecfion,in accordance with Stabilizer REACTIONS. (Ib/size) 2=1164/0-8-0,6=1164/0-8-0 Max Horz 2=88(LC 11) Max Uplift2=-471(LC 12),6=-471(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-18=-2002/903,18-19=-1916/913,3-19=-19081927,3-20=2088H074,20-21=-2088/1074, 4-21=-2 0 8 811 0 74,4-22=-2088H074,22-23=-2088/1074,5-23=-2088/1074, 5-24=-1908/927,24-25=-1916/913,6-25=-2002I902 BOT CHORD 2-11=-705/1761,10-11=-702/1767,9-1D=712/7767,&9=-712/1767,6-8=-7'IS/'1761 WEBS 3-11=0/305,3-10=-209/505,4-10=339/261,5-10=-209/505,5-8=0/305 NOTES- 1)Unbalanced roof live loads have been considered for this design. ``��,,, 2)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; `��e S A. �/�j Exp C;Encl.,GCpi=0.18;MWFRS(directional)and GC Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 9-0-0,Exterior(2)9-0-0 to 25-2-15 `o� �P q�e 0�� Interior(1)25-2-15 to 31-0-0 zone;cantilever left and right exposed,end vertical left and right exposed;C-C for members and forces 8 ♦ �,.•'�� ' ♦ MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `��,``2`�•��G E N 5�•,�/L��' 3)Provide adequate drainage to prevent water ponding. � � 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any o[her live loads. � N O 39380 _ � 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will '� fit between the bottom chord and any other members. � *. � 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s)except Qt=1b)2=47�, =-fl� � 6=471. � ` 7)This truss design requires that a minimum of 7/16"sWctural wood sheathing be applied directly to the top chord and%°gypsum ��.",- A E �•�L� sheetrock be applied directly to the bottom chord. i�.�q�' � � ��i �� .� � R�Q�,•' � `�� ,�'��o;��N A�E�C��. Thomas A Albani PE No.39380 MiTek USA,Inc.R Cert 6634 6904 Parke East Bivd.Tampa FL 33610 Date: November 2,2015 �WARNING-Verily design parameters and READ NOTES ON TH/S AND INCLUDED MREK REFERANCE PAGE Ml1-7173 rev.10/07/2015 BEFORE USE �!� Design volid for use only with MTekc�connectors.This design is based only upon parameters shown,and is for an individual building companent,not b a fruzs system.Before use,fhe building designer musf venfy ihe applicability of design parometers and properly incorporote this design info the overoll f building design.Brocing indicafed is to prevent buckling of individual}russ web ond/or chord members only.Additional femporary and pertnanent brocing MiTek� is alwoys required for sfability and fo prevent collapse wi�h possible personal injury and property damoge.For generol guidance regarding the fobncotion.itoroge,delivery,erection ond brocing of trusses ond fruss systems,see ANSI/iPll Qualify Criteria,DSB-B9 and BC51 Building Component 6904 Parke East Blvd. Safety Information ovoilobte(rom Truu Plote Institufe.218 N.Lee Sireet,Suite 312.Alexondrio.VA 22314. Tampa,FL 33610 � Job Truss Truss Type �ty Ply nssasas 87944837 A03 HIP 1 1 Job Reference o tional ProBuild, Plant Ciry,FL,33563 7.640 s Sep 29 2015 MTek Industries,Inc.Mon Nov 02 10:07�16 2015 Page 1 ID:J_msDg2DfjlzazPvMSacSgyeNTY-Bzww8S1jre6w4Mq3eWp08TX52gW2LVXuEUU005yNGXP 1-0.0 6-10-1 '11-0.0 19-0-0 23-'I-15 30-0-0 31-0-Q �� -aa s-�a� a-�-�s a-o-o a-�-�s s-�o-� i-o-o Scale=1:54.6 4x6= 4x8= 4 19 202'I 225 5.00 �2 2x4�� 2x4 i 3 6 1.Sx8 STP= T 18 z3 1,5x8 STP= � � 2 �� e Io » 10 s 3x4= 3x6= 3x8= 3x4= 3xfi= 11-0-0 19-D-0 30-0-0 11-0-0 8-0-0 11-0-0 Plate Offsets(X,YI— f2:03-O.Edqel,f5:0-5-4.0-2-01,f7:0-3-O.Edae] LOADING(ps� SPACING- 2-0-0 CSI. DEFL. in (loc) I/de(I L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 VeR(LL) -0.22 9-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.58 9-17 >618 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.16 Horz(TL) 0.08 7 n/a nla BCDL 10.0 Code FBC2014lTPI2007 (Matrix-S) Weight:136 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling direcUy applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer nstallation ide. REACTIONS. (Iblsize) 2=1164/0-8-0,7=1164/0-8-0 Max Horz 2=106(LC 11) Max Uplift2=-471(LC 12),7=-470(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-18=-2094/1071,3-18=-2028/1088,3-4=-1803/931,4-19=-16381919,1 9-2 0=-1 6 3 8191 9, 20-21=-1638l919,21-22=-1638/919,5-22=-1638/919,5-6=-1803/931,6-23=-2028/1069, 7-23=-2094/1071 BOT CHORD 2-11=-89311872,10-11=-651/1638,&10=-651/1638,7-9=-902/1872 WEBS 3-1 1=-2 9 312 9 9,4-11=-45/407,5-9=-53/407,6-9=-292/299 NOTES- ,0�11111lO/I/ 1)Unbalanced roof live loads have been considered for this design. `�� /�� 2)Wind:ASCE 7-'10;VuIt=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;6=45ft;L=24ft;eave=4ft;Cat.II; ,,\� �PS A' A�e�',. Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 11-0-0,Exterior(2)11-0-0 to ♦ �,.•'�� ' ♦ 23-3-12,Inlerior(1)23-3-12 to 31-0-0 zone;cantilever left and right exposed,end vertical left and right exposed;C-C for members and �o��,.'�,�G E N S�c•.9�/j s�� forces$MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL='I.60 � � 3)Provide adequate drainage to prevent water ponding. o N 0 3 938 0 _ � 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurzent with any other live loads. � ; �� 5j'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will � ; -- fit between the bottom chord and any other members. � 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ih uplift at joint(s)except Qt=1b)2=471, ��, E �L• 7=470. � 7)This truss design requires that a minimum of 7/16°sWctural wood sheathing be applied direcUy to the top chord and%"gypsum i�^ ,�� sheetrock be applied directiy to the bottom chord. �� (�� •� Q R��• ' � �� •,��ss,o N A'e��Cj�� Thomas A Alhani PE No.39380 MRek USA,Inc.FL Ced 6634 6904 Parke East Blvd.Tampa FL 33610 � Date: I November 2,2015 � �WARNING-Ven/y deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml1-7473 rev.f0/07lL015 BEFORE USE. �� Design valid(or use only with MiTek�connectors.This design is based only upon parameters shown,and is for an individual building component,not a iruss system.Before use,fhe building designer must venty}he applicability of design paromefers and properly incorporate ihis design into fhe overoll building design.Brocing indicated is to prevent buckiing of individuol truss web and/or chord members only.Additionol temporary ond permanent bracing MiTek• is always required for stabiiity and to prevent collapse wi�h possible personal injury and properly damage.For general guidance regording the (obricotion,sioroge.delivery,erection ond bracing of}russes ond fruss sysfems,see ANSI/iPll�ualtty Crlferlc,U58-B9 and BC51 Butlding Component 6904 Parke East Blvd. Salety Infamallon avalable from Truss Plo�e Ins�ifute,218 N.Lee Sheef,Sui�e 312.Alexondrio.VA 22314. Tampa,FL 33610 • Jab Truss Truss Type Qty Ply T7593586 87944837 A04 HIP 1 1 Job Reference o tional ProBuild, Plant City,FL,33563 7.640 s Sep 29 2015 MiTek Industries,Inc.Mon Nov 02 10:07�16 2015 Page 1 I D:J_msDg2DfjlzazPvMSacSgyeNTY-8zww8S1jre6w4Mq3eWpO8TXB7gVrLRGuEUU005yNGXP 1-D-0 7-7-12 13-0-0 17-0-0 22-4-4 30-0-0 3'I-O-Q 10-0 7-7-'12 5-4-0 4-0.0 54-4 7-7-12 1-0.0 Scale=1:54.6 4x8= 4x4= 4 5 5.00 �p 3x4% Z� pp 3x4� 3 6 u� 'I.SxB STP= pp z3 1.5x8 STP= Z � 8 �� Io 13 12 �� 10 9 3x5— 2x4 I I 3x4= 3x4= 2x4 II 3x5= 3x8= 7-7-12 1&0-0 17-0-0 22-0-4 30.0-0 7-7-12 5�-0 4-0-0 5-4-d 7-7-12 Plate Offsets(X Yl— [2•0-0-10 Edqel f4•0-5-4 0-2-01 f7'0-0-10 Edael LOADING(ps� SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.14 12 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.29 12-13 >999 180 BCLL 0.0 • Rep SVess Incr YES WB 0.43 Horz(TL) 0.11 7 n/a n/a BCDL 10.0 Code FBC2014(fP12007 (Matrix-S) Weight:147 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD SWctural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling direcUy applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (Ib/size) 2=1164/0-8-0,7=1164/0-8-0 Max Horz 2=-124(LC�O) Max Uplift2=-471(LC 12),7=-471(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-20=-2138I955,3-20=-20631975,3-21=-1614/820,4-21=-1551/835,4-5=-1441/832, 5-22=-1552/835,6-22=-16151820,6-23=-20631975,7-23=-2138/955 BOT CHORD 2-13=-782/1905,12-13=-782/1905,11-12=-515I1440,10-11=515/1440,9-10=-792/1904, 7-9=-792/1904 WEBS 3-13=0/257,3-12=-555/313,4-12=109/374,5-10=-128/374,6-10=554/313,6-9=0/256 NOTES- 1)Unbalanced roof live loads have been considered for this design. ��e�� 2)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;6=45ft;L=24ft;eave=4ft;Cat.II; `��`'S A, ,',�A�� Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 13-0-0,Exterior(2)13-0-0 to ,,O O�P` 'q�e O�,' 17-0-0,Interior(1)21-2-15 to 31-0-0 zone;cantilever left and right exposed,end vertical left and right exposed;C-C for members and �� • G E IV S'• '� �� forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �� ;��,� �`�•.2j � 3)Provide adequate drainage to prevent water ponding. � i � 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � N 0 3 93 80 _; 5)•This Vuss has been designed for a live load of 20.Opsf on[he bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will � fit hetween the bottom chord and any other members. � * 'j ' 6)Provide mechanical connecGon(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)2=471, =-9; � �=a�� • E �L: 7)This Vuss design requires that a minimum of 7/16"sVuctural wood sheathing be applied direcUy to the top chord and%"gypsum � ° � �'�� sheetrock be applied directly to the bottom chord. �� S.� � R�O, •�\=� '�i,��S;�N A;��`�� Thomas A Albani PE No.39380 MiTek USA,Inc.R Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2015 �WARNING-Verily des7gn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7173 rev.]0/07l2015 BEFORE USE �*R� Dezign vafid for use anly with MTelc�connectors.This design is based only upon paramefers shown,and is tor an individual building component,not �-�PA a irvss sysiem.Before use,fhe building designer musf verify}he applicability of design paramefers and properly incorporote ihis design into fhe overatl ��i�s bulding design.Brocing indicoted'u to prevenf buckling of individual ir�ss web and/or chord members only.Addifionol temporary ond permanent bracing MiTek• is always required for sfability and to prevent collopse with possible personol injury and properfy damage.For generol guidance regarding fhe fobricotion,storoge,delivery,erecfion ond brocing o(irusses ond fruss systems,see AN51/iPll�ualfly Crfleria,DSB-89 and BC51 Butlding Componenf 6904 Parke East Blvd. Sotety In(o�mafion avoiloble from Truss Plate Inslifute,218 N.Lee Sireet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 J . Job Truss Truss Type Qty Ply T7593587 87944837 A05 ROOF SPECIAL 4 1 Job Reference o tional ProBuild, Plant City,FL,33563 7.640 s Sep 29 2015 MTek IndusVies,Inc.Mon Nov 02 70:07•16 2015 Page 7 ID:J_msDg2DfjlzazPvMSacSgyeNTY-4L2gZ73_NFMeKg_RmwrUDucVOTASpCLAhozV4�NGXN rt-o-ol �a-o ��-e-o �s-o-o zz-s-o aao-o ar_ao i-ao �a-a a-�-o a-a-o �-s-o �-�-o �-o=o Scale=1:55.2 10x14 MT20HS I I 5.00 �Z 5 2x4 I I � 23 4 Bx10 i 5x5� 3 6 2 11 O�OMT20HS= �p m �.SxB STP= Z� 4x4= 5x5 WB= g � � Z 2.50 12 2x4 II � 8 I' 0 14 13 3zB 11 , 3z6% Sx5= 3x4 II 3x8� �a-o ��-e-o �sao zz-s-o o-a-o 7-7-0 4-1-0 3-4-0 7-5-0 7-7-0 Plate Offsets(X Y)— f2:0-3-0 0-1-81 f6•0-2-8 0-3-4] f7•0-1-10 1-7-21 [7•0-0-9 Edqel f12•0-7-0 0-381 LOADING(ps� SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LLj 0.61 11-12 >592 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -1.29 11-12 >280 180 MT20HS 187/143 BCLL 0.0 • Rep Stress Incr YES WB 0.97 Horz(TL) 0.77 7 n/a n/a BCDL 10.0 Code FBC2014ffP12007 (Matrix-S) Weight:148 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 31•ExcepY BOT CHORD Rigid ceiling directly applied. 413:2x4 SP No.2 WEBS 1 Row at midpt 6-11 WEBS 2x4 SP No.3'Except' MiTek recommends that Stabilizers and required cross bracing 3-12,5-12:2x4 SP No2 be installed during truss erection,in accordance with Stabilizer OTHERS 2x4 SP No.3 Ins ailation ide WEDGE Right:2x4 SP No.3 REACTIONS. (Ib/size) 2=1187/0-8-0,7=1141/0-5-0 Max Horz 2=-14�(LC 10) Max Uplift2=-479(LC 12),7=-462(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-21=-2073l813,3-21=-20451833,3-4=-659412298,4-22=-6436I2302,5-22=-6425/2311, 5-23=-2710l1040,6-23=-2800H029,6-7=-3901I1505 BOT CHORD 2-14=-632/1836,11-12=-717/2558,10-11=-1311/3644,9-10=-132213624,7-9=1311/3638 WEBS 3-'14=-1621/673,12-14=-850/2445,&12=-1224/4162,5-12=-1479I4284,5-'11=108/544, 6-11=-1110/581,6-9=0/259 ,``��IA11111/��0,, NOTES- ��,�`�'`p,S A. ,4�B,�s� 1)Unbalanced roof live loads have been considered for this design. ��,`� •' \Ci E N S'�' ��j�� 2)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; e �� ' �••�• � i Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 15-0-0,Exterior(2)15-0-0 to � N O 39380 _ � 1&0-0 zone;cantilever left and right exposed,end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions � — shown;Lumber DOL=1.60 plate grip DOL=1.60 � � � 3)All plates are MT20 plates unless otherwise indicated. =�; 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' 5)•This Vuss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will % � ' E •;,{L: fit between lhe bottom chord and any other members. �,� �C/; 6)Bearing at joint(s)7 considers parallel to grain value using ANSIlTPI 1 angle to grain formula. Building designer should verify capacity �i� �S.� Q R��• �• ��, of bearing surface. � • ��, !\� e 7)�r4fize mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)2=479, �`�i,S�O N A�;,,,��,, 8)This truss design requires that a minimum of 7/16"sWclural wood sheathing be applied directly to the top chord and%"gypsum Thomas A Albanl PE No.39380 sheetrock be applied directly to the bottom chord. MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Daffi: November 2,2015 �WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE Mll•7p3 rev.f 0/07/2015 BEFORE USE. �� Design vafid for use only with MTek�conne�tors.This dezign is bosed only upon parometers shown,and Is for an individuol building component,not a fruss system.Before use,ihe building designer must verify the applicabili}y of design parameters and properly incorporote ihis design into fhe overoll building design.Brocing indicafed is to prevent buckling of individual iruss web and/or chord members onN.Additianal temporary and permonenf bracing M iTek' is always required for stability and fo prevent collapse wi�h possible persanal injury and praperty damage.For general guidance rego�ding ihe fobricafion,sforoge,delivery,erection and brocing of irusses ond fruss systems,see AN51/iPlt pualfty Crite�lo,DSB-89 and BCSI BUIIdIng Component 6904 Parke East Blvd. Safety Informatlon avoiloble from Truss Plo�e Institufe,218 N.Lee Streef,Sui�e 312,Alexandrio,VA 22314. � Tampa,FL 33610 - _— I � Jab Truss Truss Type dry P�Y 77593588 879dd937 A06 RQOF SPECIAI 7 1 .lab R rence ional ProBuild, Plant Ciry,FL,33563 7.640 s Sep 29 2015 MTek Industries,Inc.Mon Nov 02 10:07�19 2015 Page 1 I D:J_ms Dg2 DfjlzazPvMSacSgyeNTY-W c2 mT3c82U UxqZeJ e Njm69jttTtYg U KwSj2cQyN GXM i Q-0 7 7 0 94-D-0 �5-0-� Z&5-0 30-0-0 3t-Q� t-0-o 7-7-Q 6-5-D 5-0-0 7-5-6 7-7-4 1-0-0 Scale=1:552 � 6xH= 5.00 12 S z�c4 I! q ,,,� 23 sxs% sxs� 3 6 2 11 x12= 4x4 = 10 �4 1.5x8 STP= ZZ "' 5X6 WB� 9 ? 1 z .50 12 2x4 II — B Iq � a � 15 2q 13 3x8 1! 3x6% Sx5= 2z4 3I 3x8-= 7-7-0 12-A-0 14-OA 15-0-Q 22-SO 30-0-0 � 7 7 0 4 aA 1-8-0 t 0.0 7-5A 7-7-Q Plate dffsets tX Y}-- [2'0 3 0 0'1 81 t5'0 3 8 0 1 12T (6'0-2-8 0-3� t7'0-0-9 Edgej f/'0-1-10 1-7-2J,_(t 2'0-3-12 0-3-4j LOADING(ps� SPACING- 2-0-0 GSI. DEFL. in (loc) I/defl L/d PLATES GRIp TCLL 20.0 PSate Grip DOL 1.25 TC 0.28 Vert(�L) 0,49 13 >740 240 MT20 244t190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -1.D8 13 >335 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.91 Horz(TL) 0.55 7 n/a nla BCDL 10.Q Code PBC2014lTPI2007 (ttriaVix-S) Weight:152 Ib PT=20% LUMBHR- BRACING- TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 31'ExcepY BOT CHORD Rigid cei(ing directly applied. Except: 4-14 2x4 SP No.3 10-0-0 oc bracing:12-14 WEBS 2x4 SP No.3"Except` WEBS 1 Row at midpt 6-11 3-12,5-12:2x4 SP No.2 MITek recommends that Stabiiizers and required cross bracing QTHERS 2x4 SP No.3 be installed during huss erection,in accordance with Stabi{izer WEDGE Installation uide. Right:2x4 SP No.3 REACTtONS. (tb/size} 2-t203/0-8-0,�=1161/0-8-Q Max Horz 2=-141(LC 10) Max Uptift2=-465(LC 12),7=-454(LC 12) FORCES. pb)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown. 70P CHORD 2-22=-2163/799,3-2 2=-2 0 8 3181 9,3-4=-5365/1733,4-5=-5224/1737,5-23=-2796l996, 6-23=2886t986.6-T=-3997l14?2 BOT CFtORD 2-15=82i11923,11-12=67712636,i0-11=-1280/3�33,9-1�=-1290137i4,7-9=-128913728 WEBS 3-15=-1386/556,12-15=-777/2390,3-12=-710/2933,5-'12=-965/3121,5-11=-102/543, 6-11=-1112/592.6-9=0/259 �t`��a111110lB��o�t 'A A. ,� NOTES• ��`O`�`A� '9L� .��"i 1)Unbalanced ropf live loads have been considered for this design. `�,ti',,��.'�\G E!N S�•.,�-y/�i� 2)Wind:ASCE 7-10;Vult=l4pmph{3-second gustj Vasd=108mph;TCDL=4.2psf;BCDL=fi.Opsf;h=25ft;B=45ft;L=24R;eave=4ft;Cat.({; � � Exp C;Encl.,GCpi=0.18;MWFRS(directional}a�d GC E�erior(2)-1-0-0 to 2-0-0,tnteriflr(1)2-�-�to 15-0-d,E�cterior{2)15-0-0 to � [�O 3 938fl __ " 18-0-0 zone;cantilever left and right exposed,end vertical Ieft end right exposed;GC for members and forces&MWFRS for reactions � �' shown;Lumber DOL=1.60 plate grip DOL=1.60 — 3)This truss has been designed for a 10.0 psf bottam chord Iive load nonconcurrent with any other live[oads. +,,,�: ., 4)'This truss has been designed for a Iive load of 20.Opsf on the bottom chord in all areas where a rectangie 3-6-0 tail by 2-0-0 wide will � ' � •�s'L` fit between the 6pttom chord and any other members. �` � - ��: 5)Bearing at joint(s)7 wnsiders parallel to grain value using ANSI/TPI 1 angle to grain forrnula. Building designer should verify capacity �Q` �e� othearing surface. "1�fi' .,< p R�4,\.•' ♦ �; 6)Pr454�mechanical connection(by others)of truss to bearing plate capabls of withstanding 100 Ib uplift a[joint(s)except Qt=1b)2=465, ��SS O••••••' \��, 7)This truss design requires that a minimum of Tt16"sVucturai wood sheathing be applied direcUy to the top chord and!"gypsum '��,��N Ai�0�, sheetrock be apptied directly to the bottom chord. Thomas A.Nbanl PE No.39380 MfTek USA,Inc.FL Cert 6634 69Q4 Parke East Btvd.Tampa FL 33610 pate: November 2,2015 �WARNING-Veri7y deslgn parame[ers and READ NOTES ON TNIS AND/NCLUpED MITEK REFERANCE PAGE MII-?473 ree f0/03/2015 BEFORE USE. Design va0d for use only with MRekC�9 connectors.This design is based only upon parameters shown,and is for an individual building component,not o truss system.8efore use,the building designer must verify the applicabifiry of desig�paeameters and propedy incorporote this design into the overall r buiiding desdgn.&acing indcated rs to preveot buckiing of individuot truss web andtor chord members onty.Additionai temporary and permanent bracir�g M iTe[c• is aiways required for 5tab7ty and to prevent co(Iopse with possibte personal injury a�d property damoge.For general guidonce regdrding ihe fabncatipn,storoge,delivery,erecfion ond brocing of lnisses ond fruss systems,see ANSI/iPll Ounlily Cdfeda,DSB-89 and BC51 BuOding Camponent 6904 Parke Easl Blvd. Safety Inlormction available from Truss Plote Insti}ufe,218 N.Lee Streef.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qry Ply nsssses 87944837 A07 ROOF SPECIAL 5 1 Job Reference o tional ProBuild, Plant City,FL,33563 7.640 s Sep 29 2015 M7ek Industries,Inc.Mon Nov 02 10:07:20 2D15 Page 1 ID:J_msDg2DfjlzazPvMSacSgyeNTY-OkA�zp4EvtcLZzBqtLuylJhsaHsHH8XT865b9syNGXL i1-0-0, 7-7-0 15-0-0 22-5-0 30.0-0 31-0-0 �-ao �a-o �-s-o �-s-o �-�-o i-ao Srale=1:55.2 6x12 MT20HS I I 5.00 12 4 20 Z� 5x6% Sx5� 3 5 9 5x10= m 1.Sx8 STP= �9 8 "' � 1 Z 2x4 I� 6 � Iq 12 11 �� 2.50�12 3x8 11 , 3x5= Sxfi= 3x4 II 3x8� 7-7-0 �5-1-12 16-4-0 22-5-0 30-0-0 � 7-7-0 � 7-6-12 1-2� 6-1-0 7-7-0 Plate Offsels fX Yl- f2:0-0-10.Edqe1 f3:0-3-0.0-3-41 f5:0-2-8 0-3-41 f6•0-0-9 Edge.],_j6•0-1-10 1-7-3] [9�03-8 0-3-4] [12•03-0 0-3-0] LOADING(ps� SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.30 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.71 8-9 >507 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.86 Horz(TL) 0.32 6 n/a n/a BCDL 10.0 Code FBC2014lfP12007 (Matrix-M) Weight:149 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc purlins. BOT CHORD 2x4 SP M 31•ExcepY BOT CHORD Rigid ceiling directly applied or 6-9-15 oc bracing. Excep[: 411 2x4 SP No.2 10-0-0 oc bracing:9-11 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-9 WEDGE MiTek recommends that Stabilizers and required cross bracing Right:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) 2=1190/0-8-0,6=1164/0-8-0 Max Horz 2=-141(LC 10) Max Uplift2=-468(LC 12),6=-457(LC 12) FORCES. (�b)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-19=-2217/837,3-19=2086/857,3-20=-2814/1006,4-20=2724/1017,4-21=-2756/1003, 5-21=-2846/993,5-6=-4040/'1492 BOT CHORD 2-12=663/1960,4-9=-455/1737,8-9=-1308/3766,6-8=-1299/3773 WEBS 3-12=-652/363,9-12=-703/2085,3-9=-0/600,5-9=-1178/605,5-8=0/293 NOTES- 1111111 1)Unbalanced roof live loads have been considered for this design. `�� J��/�� 2)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; ,,�� PS A• q�e�i,� Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 15-0-D,Exterior(2)15-0-0 to ,� ��e•'C E N .9 i� 16-0-0 zone;cantilever left and right exposed,end vertical left and right exposed;C-C for members and forces&MWFRS for reactions � � ' � S•�'• �/ � shown;Lumber DOL=1.60 plate grip DOL=1.60 : �� ' � � � �� 3)All plates are MT20 plates unless otherwise indicated. � N 0 39380 _ � 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will � • * �- fit between the bottom chord and any other members. � � 6)Bearing at joint(s)6 considers parallel to grain value using ANSIfTPI 1 angle to grain formula. Building designer should verify capacity �� r,� of bearing suRace. �r ' E ..�L� 7'6=457e mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)2=468, � �� O. � \�`� i�'�• � OR1 � ,, 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ♦ s ` ,� /��,tS�O N A'(G\`� Thomas A Albani PE No.39380 Mffek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2015 �WARNING-Verity des7gn pa2meters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.f0/07/2015 BEFORE USE. ��' Design vafid for use only with MTekC�connectors.Thk design is based only upon paramefers shown,and is for an individual building component,not' a iNss rystem.Be(ore use,the 6uilding designer must venfy}he applicobility of design parometers and properly incorporote ihis design into fhe overall building design.eracing indicafed B to prevent buckling of individual huss web and/or chord members only.Additional temporary and pertnanent bracing MiTek• is alwoys required for sfabilify and fo prevent collopse wilh possible personol injury and properfy damoge.For general guidance regarding ihe fobricafion,storage,delivery.erection ond brocing of tn�sses ond truss systems.see AN51/iPll�ualfly Criferla,DSB-89 ond BC51 Building Component 6904 Parke East Blvd. Salety Informolion available from Truss Plofe Insfi}ute.218 N.Lee Streef.Suite 312.Alexandrio,VA 22314. Tampa,FL 33610 1 . Job Truss Truss Type �ty Ply nssasso 9T944837 AQ8 Hip Girder t t Job Reference(antionall ProBuild, Plant City,FL,33563 7.640 s Sep 29 2015 MiTek Indus�nes,Inc.Mon Nav o2 1o.D7.21 2015 Page 1 I p:J_msDg 2Dfj IzazPvMSacSgyeNTY-Uwko B95sgAkCBTjOR3P BrXE2ChGN Oj adNmC9 hJyN GXK �s-ao �aa�z S-b0 6-0•0 �J-&-0 �-8-t 12-4-0 1 &Q tfr6-0 i6-d-D�17-8-0 1&6-� �20-4-0 23-8-0 30�0�0 3i-60� 1-p-0 6-0-0 3-4-0 -0-14 1�4-0 14-0�14-0 �1-4-0 1-a-o i 1-a 0 1-0-14r 3-4-0 6-i-p 1-0-0 0-�2 �-3'2 Scala=1:58.3 � i (+)7op chord must be braced by end jacks,4x4= roof diaphragm,or propedy onneded pudins as&hown. �Z �4 )6 � 18 8 20 4x8=4x4% 6 3x z2 4x4^:Ax&_ s.oa �z q 3 13 25 m — x = 15x8 STP= N ' 2 zs 27 IY QI o 35 � 33 32 3x4= 3x4= 3x4= 3x4= 3x8=31 30 29 28 3x4= 3x4= 6-4-0 10-8-14 15-0.0 16-3-8 1&3-2 23-8-0 30-0-0 �6-4 0 A-0-t4 43-?�1-3-8 2-11-�0 i4-/+-14 6-4-0 aiate ot�sets tx v�— i3�o-s-a o-z-ai.yi:o-a-o o-z-oi.Ls:o-�-�a.o-�-al �zi:o-a-o.a-2-at.t2s:a-s-a o-z-o1 LOADING(ps� SPACING 2-0-0 CSI. DEFI., in (loc) I/defl L/d PLATES GRIP TGLL 20.Q Plafe 6rip DOl 1.25 TC 6.36 Verk{�L} 0.05 32-33 >999 240 MT2Q 244119d TCDL 7.0 LumberDOL 1.25 BC 0.37 Vert(TL) -0,1035-01 >999 180 BCLL 0.0 ` Rep Stress Incr NO WB 0.38 Horz(TL) 0.02 31 n/a n/a SCDL 1Q.0 Code F$C20'14(TPI2007 (Matrix-M) Weight:1891b FT=20% LUMBER- BRACING- TOP CHQRD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5�1 oc puriins. BOT CHORD 2x4 SP No.2 P BOT CNORD Rigid ceiling direcily app2ied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 JOiNTS 1 Brace at Jt(s):7,13,21 MiTek recomrnends that Stabilizers and required cross bracing be instailed during truss erection,in accordartce with Stabilizer tnstaltation g5jde REACTIONS. All bearings 14-0-D except Qt=length)2=0-8-0,31=Q-3-8. (Ib)- Max Horz 2=134(LC 7) Max Uplift AH uplift 100 Ib or less at jairrt{s)28,3'!except 26=-160(LG 8},3D=-488(LC 8),2=-322(LC 8) Max Grav A4)reactions 2501b or tess at joini(s}3t except 26=305(LC 18),30=917(LC 1},28=352(LC 18},2=680(LC 1),26=265(LC 1) FflRGES. (Ib)-Max.Comp.lMax.Ten.-AtI forces 250{Ib}flr tess except when shown. TOP CHORD 2-3=-996/424,3-4=-809/449,4-5=745/470,5-7=-745/470,21-23=-1221537, 23-24=-1221537,24-25=-146/468 BOT CHORD 2-35=-2791$8Q,34-35=-276t886,33-34=-2761586,32-33=-2931841,31-32=-466t3Q2, 30-31=-466/302 WEBS 7-32=-741/402,21-32=-301l776,27-30=-884l436,25-30=-426/238 ,`,,��IIIA/�'�,, N4TES- qt��1 t�A� A' A<�``�.. 1)Unbalanced roof live loads have been considered for this design. „�� '•G E�(� � �� 2)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; :"+ +� ,•��,,,� S�C`�•,�/j �� Exp C;Encl.,GCpi=0.18;MWFRS(directionai);can2ilever left and right exposed,end verticai left and righ2 exposed;Lumber DOL=1.60 i � pta#egripDOL=1.60 � � Na 39380 ----�.M 3)Provide adequate drainage to prevent water panding. � A)All plates are 2x4 MT20 unless othenvise indicated. � 5)This truss has been designed for a 10.0 psf bottom chard Iive load nonco�current with any oiher live Ioads. �-Cy; � �► 6}•This truss has been designed for a live toad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will � E � L: fit between the bottom chord and any other members. ��-�r � �� 7)Lumber designated with a"P"is pressure-treated with preserva2ives.Piate IateraI resistance vatues have been red�ced 20%where �t...�i �!� used in this Iumber Plates shoutd be protected from corrosion per the recammendation of fhe treatment company Borate or other jj��'•:� a R��. ��t�� suilable treatment may be used if it does not corrode the plates.IP ACQ,CBA,or CA-B treated lumber is used,improved corrosion Ij ss��"••"�� desenl�8u 1d nqudesi ne�r o vesi 9asu tala 1 d pof th sm aduct fora s Intended usen.Incising factors have not been considered far this s��0 N Ag�,�,0� 9 9 9 fY tY P 8)Provide mecfianicel connection(by others}of truss to bearing ptate capable of withstanding 100 Ib uplift at joint(sj 28,31 except(jt=1b} '�'ryomas A.AIbaN PE No.393BD 26=160,30=48$,2=322,26=160. MITek USA,Inc.FL Cert 6634 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 69Q4 Parlte East Bivd.'fatnpa A 33610 10)6raphical purtin representation does not depict the size or the orientation of the purlin a(ong the tflp andtor bottom chord. �tg. 11)Hanger(s)or other wnnection device(s)shall be provided sufficient to support concantrated laad(s)124 Ib down and 84 Ib up at Navember 2,20")5 23-8-0 on top chord. The design/selection of such connection device(s)is the respansibility of othere, �� WARNING-Venly dosign parameters and READ NOTES ON THIS AND MCLUpED MITEK REFERANCE PAGE Ml1-7473 ree f0/03/2015 BEFOftE USE �*R� Design valid tor use only wifh MTek�connectors.This design is based only upon parameters shown,and is for an Individual bulding component,nat E�CaB a truss sysfem.Before uSe,ihe k5uilding designer musf verify ihe appCcability ot dasign parameters and propedy lncorporote fhis design into the overall ��f puiEding design.Bracing indicated is fo prevenf buckGnc�of individuot huss web oodPor chord members only.Additionai temparory and permonent bracing ��,k� h otways required ior stobility ond to prevent collapse with passible personol tnJury and propedy damage.For generat gvidance regarding the fobricolion,storoge,delivery,ereclion ond bracing of irusses ond fruu systems,see AN51/TPII Dualtty Cdfeda,DSB-89 and BCSI Butlding Componenf 6904 Parke East Blvd. Salety Informallon ovailoble trom Truss Plate Instifute.218 N.Lee Sfreet,Suite J12.Alexanddo,VA 22314. TampB,FL 33610 ( • Job Truss Truss Type aty P�Y nssssso 87984837 A08 Hip Girder 1 1 Jab Reterence(o ti�) ProBuild, Plant City,FL,33563 7.640 s Sep 29 2015 M?ek Industries,Inc.Mon Nov 0210.07:21 2015 Page 2 10:J_msDg 2 Dfj IzazPvMSacSgyeNN-UwkoB95sgAkCBTjOR3PBrXE2ChGN Oj ad Nm C9hJyN GXK NQTES- 12)In the L6AD CASE(S}ssction,toads applied to the face of the truss are noted as front(F}or back(B). LOAD CASE(S) g�ndard 1)Dead+Roof�ive(balancedj:�umber lncrease=1.25.Plate tncrease=125 Uniform Loads(plf} Vert:1-3=-54,3-d=-54,24-25=-54,25-27=-54,36-39=-20,414=-54,1424=-54 Goncentrated Loads(ib) Vert:25=84jB} �WARNMG-Vedly desfgn parameters and RFr70 NOTES ON THIS AND INCLUDEp MITEK REFERANCE PpGE MIIJ473 ree 10/0�/2015 BEFORE USE besign vafid for use only with MiTek�connectors.This dasign k based only upon parameters shown,and is for an individual building component,nni a tfuss systom.Before use,the building designe�musf venfy the applicability of design parameters and properly intorporate this design into the overall � buitding desig�.Broeing indicated is tv preveni buckiing ot fndrviduo(truss web asdtoc chord members only.Additio�ai iempwary and perznanent bracing ��'�ek� is ahvays requiced tor stahiiity and to prevent coliopse with poszibte personal Injury and properfy damage.For general guidance regarding the lobricotion,storoge,delivery,erection ond bracing o(trusses ond iruss sysiems,see AN51/TPII�uplfly Cdteda,DSB-89 and BC51 BuOding Component 6904 Parke East Blvd. Saley Infarmaflon avalable from Truss Plote Institu}e,218 N.Lee Sireet,Suife 312.Alexandrio,VA 22314. Tampa,FL 33610 • Jab Trtiss Truss Type Qty Ply 17593591 87944837 B01B GABLE 1 � Job Reference o tional ProBuild, Plant City,FL,33563 7.640 s Sep 29 2015 MTek Industries,Inc.Mon Nov�2 10:07:22 20'I5 Page 1 I D:J_msDg2DljlzazPvMSacSgyeNTY-z7HBOV6URUs3oHl D?mwQNknFI5gqlEomcQxiDiyNGXJ s-&0 19Ji-0 38-0 9-� Scale:318'=1' 4x4= 6 5 7 5.00 12 , 22 4 8 23 3 9 � z '10 Z� 24 11 1 V 4 0 0 3x4% 20 19 18 17 16 15 14 13 12 3x4� Sx5= 19-0-0 19-4-0 Plate Offsets(X Y1— [16�0-2-8 0-3-01 LOADING(psfj SPACING- 2-0-0 CSI. DEFL. in (loc) I/detl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) n!a - n/a 999 MT20 244l190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 Horz(TL) 0.00 11 n/a n/a BCDL 10.0 Code FBC2014lfP12007 (Matrix) Weight:88 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid ceiling direcUy applied or 1 D-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer 'i REACTIONS. A�I bearings 19-4-0. (Ib)- Max Horz 1=79(LC 1D) Max Uplift All uplift 100 Ib or less atjoint(s)1,11,17,�8,19,15,14,13 except 20=-136(LC 12),12=136(LC 12) Max Grav All reactions 25D Ib or less at joint(s)1,11,16,17,18,19,15,14,13 except 20=287(LC 21), 12=287(LC 22) FORCES. (Ib)-Max.Comp.lMax.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-20=-199/353,10-12=-199/353 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat.II; `,��e 0111/�� Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-8-2 to 3-&2,Exterior(2)3-6-2 to 9-8-0,Comer(3)9-&0[0 12-5-0 0�� S A. �/�j zone;rantilever left and righ[exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; ,,O O�P` q�8 0��, Lumber DOL=1.60 plate grip DOL=1.60 `� • �E � � 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry �� •��C' N S��•,2j i� Gable End Detaiis as applicable,or consult qualified building designer as per ANSIfTPI 1 � � � 4)All plates are 2x4 MT20 unless otherwise indicated. � N O 39 3 80 _ � 5)Gable requires continuous bottom chord bearing. � 6)Gable studs spaced at 1�-0 oc. � �- --�' � 7)This Vuss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �-�; � 8)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rec[angle 3-6-0 tall by 2-0-0 wide will � � ', fit belween the bottom chord and any other members. �' E •L� ' 9)Lumber designated with a"P"is pressure-treated with preservatives.Plate lateral resistance values have been reduced 20%where %..0. ,�_�� I used in this lumber Plates should be protected from corrosion per the recommendation of the treatment company Borate or other >j��•� � {3��.`��e�� suitable treatment may be used if it does not corrode the plates.If ACQ,CBA,or CA-B treated lumber is used,improved corrosion Ij ss � •••"� \ �� d sign�Bu Id ngUdesigne�r o verify su talb lity olf th s pr�duct for�'�ls Intended usen.Incising factors have not been considered for this ��s,��N A;�� 10)Provide mechanical connection(by others)of Wss to bearing plate capable of withstanding 100 Ib uplift atjoint(s)1,11,17,18,19,15, Thom3s A.Albanl PE No.39380 14,�3 except Qt=ib)20=136,12=136. M(Tek USA,Inc.R Cert 6634 , 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6904 Parke East BIVd.Tampa FL 3361D I Date: November 2,2015 �WARNING-Veri/y desfgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml1-7473 rev.10/03/Y015 BEFORE USE. �*�� Design vatid for use only with MTek�connecfors.This design is based only upon parameters shown,and is for on individuol bulding component,not ��q o iruss sysfem.Before use,fhe building designer musf venfy ihe applicability ot design parameters and properly incorporate fhis design into the overoll �� bulding design.Brocing indicated'u to prevent buckling of individual huss web ond/or chord members only.Addifianal temporory ond permanenf bracing MiTek• is ahvays required for sfability and to prevent collapse with possible personal Injury ond property damage.For general guidance rego�ding the fobricotion.storoge,delivery,erecfion and brocing of trusses ond truss systems,see ANSI/iPil�uallty Crlferla,DSB-89 and BCSI Buflding Component 6904 Parke East Blvd. Solety Informafion ovailoble from Tniu Plate Institute.218 N.Lee Sfreet,Suite 312.Alexondrio,VA 22314. Tampa,FL 33610 I � Job Truss Truss Type QtY P�Y nssassz 87944837 B03 COMMON � � Job Reference o tional ProBuild, Planl City,FL,33563 7.640 s Sep 29 2015 MTek Industries,Inc.Mon Nov 0210:07:23 2015 Page 1 ID:J msDg2DfjlzazPvMSacSgyeNTY-RJrZcB6Co_wQRtPYURfwyJPAUsKU(Rvr4hGIByNGXI -1-0-0 6-5-3 9-8-0 72-10.13 19-4-0 20-4-0 1-0-0 6-5-3 3-2-13 3-2-13 6-5-3 1-� Scale=1:35.6 4x4= 4 5.00 12 2x4�� 2x4 �i 3 16 17 5 15 18 6 2 y� , . e = ,.sxe ' jo o � e e e 8 e e 3x5= 5x8— 3x5= 9-&0 19-0-0 _ i 9-8-0 &&0 Plate Offsets(X Y1— f2•0-1-6 Edael f6•0-2-8 Edqel f8�0-4-0 0-3-01 LOADING(ps� SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP i TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.11 8-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.29 8-11 >790 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.21 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2014lTPI2007 (Matrix-S) Weight:81 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (Iblsize) 2=769I0-&0,6=769/0-8-0 Max Horz 2=-94(LC 10) Max Uplift2=-326(LC'12),6=-326(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-15=-1180/545,3-15=-1121/562,3-16=-923/443,4-16=-915/453,4-17=-915/453, 5-17=-923/443,5-18=-1121/562,6-18=-1180/545 BOT CHORD 2-8=-403I1035,6-8=-423l1035 WEBS 4-8=-209/548,5-8=2961274,3-8=2961274 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=lDBmph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; ``�0��,11►��, Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 9-8-0,Exterior(2)9-8-0 to 12-8-0 ``� S A. /�� zone;cantilever left and right exposed,end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; ,`�O�P` q�e �j�, Lumber DOL=1.60 plate grip DOL=1.60 �� .� ' G E N � � 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurcent with any other live loads. �� ;�� `s�`�•.2j �� 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rec[angle 3-6-0 tall by 2-0-0 wide will � � fit between the bottom chord and any other members. � nl O 39380 ___�� 5)Provide mechanical conneclion(by others)of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s)except Qt=1b)2=326, � 6=326. � 7!� � 6)This truss design requires that a minimum of 7/16°sWclural wood sheathing be applied directly to the top chord and%°gypsum =-�; � sheetrock be applied directly to the bottom chord. � A E •��u� e� ' � � � ��i��s.� � R,Q� .�� ♦ .,�`�,S;O N A'��,, Thamas A Albani PE No.39380 Mffek USA,Inc.R Cert 6634 6904 Parke East Blvd.Tampa FL 33610 i Date: November 2,2015 �WARNING-Verity desJgn parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE Ml1-7473 rev.f0/07/2015 BEFORE USE Design vatid tor use only with MiTek�connectors.This design k based only upon parameters shown,and is for an individual building component,not a truss system.Before use,}he building designer musf verify ihe applicability ot design parometers and properly incorporote fhis design into ihe overoll ��+ building design.Brocing indicoted is to prevenf buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for stability and fo prevent collapse with possible personal injury and property damage.For general guidance regording ihe fabrication,storoge,delivery,erection and bracing of trusses ond fruss systems,see AN51/iPll Ouality Criteria,DSB-89 and BC51 BuOding Component 6904 Parke East Blvd. Sofefy Intormation available from Truss Plate Institufe,218 N.�ee Street Suite 312,Alexandrio,VA 22314. Tampa,FL 33610 • Job Truss Truss Type Qty Ply nsssss3 87944837 B04 COMMON 3 1 Job Reference o tional ProBuild, Plant City,FL,33563 7.640 s Sep 29 2015 MTek IndusVies,Inc.Mon Nov 02 10:07:24 2015 Page 1 ID:J_ms Dg2Dfj IzazPvMS acSgyeNN-vVPxpB7kz56n2 bSb6ByuS9sZpuC W D6 g33kQpleyN GXH -�-o-o s-s-s s-e-o '12-10-13 is�-o 1-0-0 ES-3 3-2-13 3-2-13 &S3 Scale=1:34.8 4x4= 4 5.00 12 2x4�� 4�� i 3 15 16 5 17 '14 6 2 � .x8 1.Sx8 jo o e e �. � e e 3x5= SxB= 3x5= 9-8-0 19-4-0 � 9-8-0 9-&0 Plate Offsets(X Yl— f2•D-2-8 Edqel f6•0-1-6 Edqel f7�0-4-0 0-3-01 LOADING(ps� SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl L!d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.11 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.30 7-10 >778 180 BCLL 0.0 • Rep Stress Incr YES WB 0.21 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2014liP12007 (Matrix-5) Weight:79 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (Ib/size) 6=715/0-&0,2=770I0-S-0 Max Horz 2=95(LC 11) Max Uplift6=262(LC 12),2=-326(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-14=-1182/553,3-14=-1124/569,3-15=-9251444,4-15=-917/454,4-16=-918/462, 5-16=-925/452,5-17=-1126I572,6-17=-1183I562 BOT CHORD 2-7=-447/1037,6-7=-441/1039 WEBS 4-7=-219/550,5-7=299/275,3-7=-296/274 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=108mph;TCDL=42psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; ,` ��S�A"I�� Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 9-5-0,Exterior(2)9-5-0 to 12-5-0 �� S zone;cantilever left and right exposed,end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; ,��O�P q�e A��' Lumber DOL=1.60 plate grip DOL=1.fi0 �� ' G E N• 9 � 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrentwith any other live loads. `� '� ;��,� S�C`�•.2j �� 4)'This Vuss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will � � fit behveen the bottom chord and any other members. � N 0 393 80 __�� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withs[anding 100 Ib uplift at joinl(s)except Qt=1b)6=262, � ; �� 2=326. � • � 6)This truss design requires that a minimum of 7H 6"sWctural wood sheathing be applied directly to the top chord and%°gypsum =-fl o sheeVock be applied directly to the bottom chord. � . ,�� .- E . L. . ` �� . : ��,�' .,<.p R 1 O, ��,� •,�S'S��N AA E�J��e Thomas A Albani PE No.39380 Mffek USA,Inc.R Cert 6634 6904 Parke East Bfvd.Tampa R 33610 Date: November 2,2015 �WARNING-Ve�fy des7gn parameters and READ NOTES ON 7HIS AND INCLUDED MITEK REFERANCE PAGE Mlf•7/73 rev.f0/0]/2015 BEFORE USE �*R� Design valid for use only with M1ek�connectots.Thls design k based only upon parometers shown,and is for an indvidual building component,not ��AA a truss system.Before use,ihe 6uilding designer musf verify The applicobility of design parometers and properiy incorporote fhis design into fhe overall ��f building design.Brocing indicafed is to prevenf buckling of indvidual truss web and/or chord members anly.Addifional temporary and permanent bracing 11IIiTek• is always required for stability and to prevent collapse with possible penonal injury and property damage.For general guidance regarding ihe fobricotion,storoge,delivery,erection ond brocing of frusses ond fruss systems,see AN51/TPI7�uality Crlterla,DSB-89 ond BC51 Buliding Componenf 6904 Parke East Blvd. Sa(ery Information ovoiloble from Truss Plo�e Institu�e.21 B N.Lee Sireei,Suiie 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply nssassa 07944837 CO1 Hip Girder 1 7 Job Reference o tional ProBuild, Plant City,FL,33563 7.640 s Sep 29 2015 MTek Indusiries,Inc.Mon Nov 0210:0725 20'IS Page 1 ID:J_msDg2DfjlzazPvMSacSgyeNTY-NizJ 1 XBNjPEeflOogvl77NPf61YgyZ5CINAMq4yNGXG -1-0-0 7-0.0 &8-0 1&8-0 1-0-0 7-0-0 2-8-0 7-0-0 Scale=1:30.8 4x8= 4x4= 3 15 4 5.00 12 _ m 5 � Z = 1.5 P= 1. � 0 i B e 8 7 'I6 6 e e ° 2x4 II 3X4 3x4= 3x5= 3x5 = �-o-o s-e-o ��-e-o i �-o-o z-e-o �-o-a � Plate Offsets(X Y1— f3•0-5-4 0-2-01 � LOADING(psfj SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.07 6-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.19 8-14 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.20 Horz(fL) 0.06 5 n!a n/a BCDL 10.0 Code FBC2014lfP12007 (Matrix-M) Weight:66 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling direcUy applied or 8-7-14 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing ' be installed during truss erection,in accordance with Stabilizer REACTIONS. (Ib/size) 5=1155/0-8-0,2=1201/0-8-0 Max Horz 2=72(LC 7) Max Uplift5=332(LC 8),2=-392(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2244l573,3-15=-2049/586,4-15=-2049/586,4-5=-2271/587 BOT CHORD 2-8=-436/2002,7-8=-435/2024,7-16=-435/2024,6-16=-43512024,5-6=-44912027 WEBS 3-8=0/520,4-6=0/515 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=108mph;TCDL=42psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed,end vertical left and right exposed;Lumber DOL=1.60 ``,��fO�, plate grip DOL=1.60 �� S A. /�/ 3)Provide adequate drainage to prevent water ponding. ,`o O�P q�e Oj�, 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `� • �E � � 5)'This Vuss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will o ��,•'��G N S�`•,,�jj ii fit between the 6ottom chord and any other members. � � 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift a[joint(s)except Qt=1b)5=332, � N O 39380 _—� 2=392. 7)"Semi-rigid pitchbreaks with fixed heels"Memher end fixity model was used in the analysis and design of this truss. � * � 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)87 Ib down and 88 Ib up at 7-0-0, �-9; � and 87 Ib down and 88 Ib up at 8-4-0,and 144 Ib down and 157 Ib up at 9-8-0 on top chord,and 355 Ib down and 41 Ib up at 7-0-0,and ��, E � L� 65 Ib down at 6-4-0,and 355 Ib down and 41 Ib up at 9-7-4 on bottom chord. The design/selection of such connection device(s)is the ��,r r � � � responsibility of others. �'.+�1 �� 9)In[he LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ��s•� � R ��!•`•��j�� 1)DeDad+A R os'L ve(balanced):Lumber Increase=1.25,Plate Increase=1.25 ,,��5��N A�'�e,��o Uniform Loads(plfj Thomas A.Albanl PE No.3938D Vert:1-3=-54,3-4=54,4-5=-54,9-12=-20 M(fek USA,Inc.R Cert 6634 Concentrated Loads(Ib) 6904 Parke East Bhrd.Tampa FL 33610 Vert:3=-87(B)4=-144(B)8=-355(B)6=-355(B)15=-87(B)16=-41(B) Date: November 2,2015 �WARNING-Yeri/y des7gn parameters and READ NOTES ON THIS AND/NCLUDED MITEK REFERANCE PAGE MI1-7173 rev.10/07/2015 BEFORE USE. �*�� Design vafid for use only with M7ekc�connectors.This design is based only upon parameters shown,and is tor on individual building component,not ��b a huss sysiem.Before use,fhe building designer must verify ihe appticability of design porameten and propedy incalporote this design info the overall ��f� building design.Brocing Indicafed'a to prevent buckling of individual iruss web and/or chord members only.Additionol temporory ond permanent bracing MiTek• is always required for sfabiiity ond to prevenf collapse with ponible persanal injury and property damage.For general guidance regording ihe fobricafion,sforoge,delivery,erection ond brocing of frusses ond fruss systems,see AN51/TPII�uality Crlferia,U58-B9 and BC51 BuOding Componenf 6904 Parke East Blvd. Sotety Informofion ovoilable from Truss Plo�e Institufe,218 N.Lee Sheet,Suite 312.Alexondria,VA 22314. Tampa,FL 33610 � Job Truss Trvss Type Qty Ply nss3sss 87944837 CO2 COMMON 1 � Job Reference o tional ProBuild, Plant City,FL,33563 7.640 s Sep 29 2015 MTek Indusiries,Inc.Mon Nav 02 10:07:26 2015 Page 1 ID:J_msDg2DfjlzazPvMSacSgyeNTY-ruXhEt97UjMVHub_Ec7MYaxs3iwshl UMX1vwMWyNGXF -�-ao e-a-o �s-e-o 1-0.0 &d-0 8-4-0 Scale=1:29.8 4x6= 3 5.00 12 13 �4 15 12 4 �f 2 a� .x8 1.Sx8 Io `� s °� s g e` 5 e 5x5= 3x5= 3x5= 8-4-0 16-8-0 8-4-0 8-4-0 Plate Offsets(X Yl— f2•0-0-'10 Edqel f4•0-0-10 Edqel f5�0-2-8 0-3-41 LOADING(ps� SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LLj -0.06 5-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(TL) -0.18 5-8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.13 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code FBC2014(TPI2007 (Matrix-S) Weight:58 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing , be instailed during truss erection,in accordance with Stabilizer REACTIONS. (Ib/size) 4=616/0-&0,2=671/0-8-0 Max Horz 2=84(LC 11) Max Uplift4=-226(LC 12),2=-290(LC 12) i FORCES. (Ib)-Max.Comp./Max.Ten.-All Torces 250(Ib)or less except when shown. TOP CHORD 2-12=-855/348,12-13=-775I358,&13=7581371,3-14=-758/378,14-15=-775l366, 4-15=-855/361 BOT CHORD 2-5=-225/715,4-5=-2251715 WEBS 3-5=0/329 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=106mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;6=45ft;L=24ft;eave=4ft;Cat.II; `` ,`�S 11�1 A 0/�� ,, Exp C;Encl.,GCpi=0.18;MWFRS(directional)and GC Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 8-4-0,Exterior(2)8-4-0 to 11-4-0 �� oI zone;cantilever left and right exposed,end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; ,`�O�P A�e I�i' Lumber DOL=1.60 plate grip DOL=1.60 �� '�G E N� � � � 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� '� •'��,� SF�••2j ��s 4)'This Vuss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will � � fit between the bottom chord and any other members. � N 0 3 9 3 8 0 __ � 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s)except Qt=1b)4=226, 2=290. � f"' I 6 This truss desi n re uires that a minimum of 7/16"sWctural wood sheathin be a lied direcU to the ro chord and'/:" sum � ) 9 9 9 PP Y P 9YP ��' � � � sheetrock be applied directly to the bottom chord. � ..-��',�y_ E :,IL. . �v� .i�..,,g��• �� O R 1 Q• . \�,� ��''SS��NA1-��°�` �n��i�� Thomas A.Albani PE No.39360 M(fek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2015 �WARNING-Verity deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml1-7177 rev.f0/03/7015 BEFORE USE �� Design vaGd fo�use only with MiTek�connectars.This design is based only upon parameters shown,and is lor an individual bu8ding component,not o iruss system.Before use,fhe huilding designe�musf veriy the oppficability of design parometers and properly incorporote ihis design into fhe overall building design.BroCing Indicofed a to prevent buckling of individual fruss web and/or chord members only.Addifionol temparary and permanent bracing MiTek• is always required for sfability ond to prevent collopse with possible personol injury ond property damoge.For ge�eral guidance regarding fhe fobricotion,storoge.delivery,erection ond brocing of truues ond truss systems,see AN51/iPll Quality Criterla,D58-89 and BC51 Butlding Componenf 6904 Parke East Blvd. Salety Intormation ovoiloble from Truu Ploie Institute,218 N.Lee Sheet,Suiie 312.Alexandrio,VA 22314. Tampa,FL 33610 � Job Truss Truss Type Qry Ply nssasss 87944837 CJ1 JACK-OPEN 8 1 Job Reference o tional ProBuild, Plant Ciry,FL,33563 7.640 s Sep 29 2015 Mifek Industries,Inc.Mon Nov 02 10:07:26 2015 Page 1 ID:J_msDg2DfjlzazPvMSacSgyeNN-ruXhEt9?UMVHub_Ec?MYaxy7i29h2RMX1 vwM WyNGXF -�-ao o-��-a �-o-o o->>� Scale=1:6.5 3 5.00 12 2 N � O q 0 1 — Qo 4 Qo Qo Qo 2z4= 0-11-4 0-11-0 Plate Offsets(X,Y1— f2:0-1-14,0-0-101 LOADING(ps� SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Piate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014lTPI2007 (Matrix-M) Weight:5 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No2 TOP CHORD Structural wood sheathing directly applied or 0-11�oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling direcUy applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross brecing be installed during truss erection,in accordance with Stabilizer REACTIONS. (Ib/size) 3=8/Mechanical,2=112/0-8-0,4=2/Mechanical Max Horz 2=48(LC 12) Max Uplift3=-4(LC 9),2=-99(LC 12) Max Grav 3=9(LC 17),2=112(LC 1),4=11(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-'10;VuIt=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;6=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed,end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will `a ``�S 1 f�111B�� ,, fit 6etween the bottom chord and any other members. �\ /� 4)Refer to girder(s)for truss ta truss connections. ,,� �P q�e /�' 5)Provide mechanical connection(by othersj of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3,2. � �,. ' ♦ 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. `��,,•�,\G E N S<C`•;9�Lj�s� � No 39380 _ � �� * / ' � • E :�L. . „ � . ��,�.'•� O R 1 O. 'G\�,�� ,,'ss��N A�'��,`,, '� Thomas A Afbanl PE No.393B0 i Mffek USA,Inc.FL Cert 6634 i 6904 Parke East Bfvd.Tampa FL 33610 � Date: November 2,2015 , �WARNING-Veri/y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/1-7073 rev.10/03/3015 BEFORE USE. I Design valid for use only with MiTek�connecfors.This dezign is based only upon paramefers shown,and is for an individual building component,not a trvss system.Betore use,fhe building designer must verify the applicabilify of design porameters and properly incorporate}his design into}he overall ��' building design.Bracing indicoted'a to prevent buckling of ind'rvidual iruss web and/or chord members only.Addifionol temporory ond permanent bracing MiTek• is always required for stobility and to prevent collapse with possible personal injury and property domoge.For general guidance regarding}he fobricotion,sforoge,delivery,erecfion ond brocing of trusses ond truss sysfems,see AN51/iPll quality Criterla,DSB-89 and BC51 Building Componenf 6904 Parke East Bivd. Safey Informatlon avoilable from Truss Plote Institute.218 N.Lee Streef,Suife 312,Alexondria.VA 22314. Tampa,FL 33610 � Job Truss Truss Type Qty Ply nssass� 87944837 CJ3 JACK-OPEN 8 1 Job Reference o tionai ProBuild, Plant City,FL,33563 7.640 s Sep 29 2015 MiTek IndusVies,Inc.Mon Nov 02 10:07:27 2015 Page 1 ID:J msDg2DfjlzazPvMSacSgyeNTY-J454SC9dF0UMv2AAnJ4Vb4oU7t6NXQVhVlhffuyyNGXE -t-0-0 2-'11-4 — i 1-0-0 2-11� Scale=1:10.8 3 Ir' 0 B 5.00 12 N b N 2 � � � �� 4 �� 0� Q� 2x4= � 2-11-4 � 2-11-4 Plate Offsets(X.Y)— [2:0-�-14.0-0-10] LOADING(ps� SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATE5 GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014lfP12007 (Matrix-M) Weight:11 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling direcUy applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (Ib/size) 3=57/Mechanical,2=181/0-8-0,4=29/Mechanical Max Horz 2=87(LC 12) , Max Uplift3=-45(LC 12),2=-103(LC 12) Max Grav 3=57(LC 1),2=181(LC 1),4=44(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 2-10-8 zone;cantilever left and right exposed,end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `'��o�0�O, 3)'This Vuss has been designed for a live load of 20.Opsf on the bottom chord in ali areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,�� S A. ��j flt between the bottom chord and any other members. ,,� �P q�e I�i 4)Refer to girder(s)for Vuss to truss connections. �� •'�G E N � �� 5)Provide mechanical connection(by othersj oi truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3 except Qt=1b) ` � ,•��,� S�C`�•,�� 2=103. 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. � �1 O 39380 _ � � E ��L` • � : %;�• ,< pR,p, ,��2,�� I •,�S`5+,�N A��. Thomas A.N6ani PE No.39380 I, MITek USA,Inc.R Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2015 �WARNING-Ver)ty design pa2meters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml1-7173 rev.f0/072015 BEFORE USE. �� Design valid tor use only with MiTek�connectars.This design is bosed only upon parameters shown,and is for an individual building component,not a fruss system.Before use,fhe building designer must venfy the applicability of design porameters and prope�ty incorporofe this design into ihe overall building design.Brocing indicated is to prevent buckling of individual iruss web and/or chord members anly.Additional temporary ond pertnonent brocing MiTek' is alwoys required for stabiti�y ond to prevent collapse with possible personol injury and property damoge.For generol guidance regarding fhe fobricotion.storoge,delivery,erection ond brocing ot trusses ond truss systems,see AN51/iPll�uallfy Criteria,DSB-89 and BC51 Building Component 6904 Parke East Blvd. Satefy Information ovailoble from Truu Plate Instifufe,218 N.Lee Street,Suite 312,Alexondria,VA 22314. Tampa,FL 336�0 L- . Job Truss Truss Type Qty Ply nssassa 87944837 CJS JACK-OPEN 7 1 Job Reference o ional ProBuild, Plant City,FL,33563 7.640 s Sep 29 2015 MTek IndusUies,Inc.Man Nov 02 10:07:28 2015 Page 1 ID:J msDg2DljlzazPvMSacSgyeNTY-nHfSfYAFOKcDWCIML11qd71FsVC9ywf L01RPyNGXD -�-o-o a-�i� �-o-o a-»� s�ie=i:is.o 3 I� v 0 5.00 12 B � � N O N T 2 `1 1 � — �� , 4 4° �_ Dc4= 4-I1-4 � 411� Plate_Offsets_(X Y)— f2:0-1-2 Edqel LOADING(ps� SPACING- 2-0-0 C51. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(TL) -0.04 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight:17 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direcUy applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling direcUy applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (Ib/size) 3=1001Mechanical,2=270/0-8-0,4=451Mechanical Max Horz 2=126(LC 12j Max Uplift3=-82(LC 12j,2=-127(LC 12) Max Grav 3=100(LC 1),2=270(LC 1),4=74(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-�0;VuIt=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;6=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and GC Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 4-10-8 zone;cantilever left and right exposed,end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,,,�1��g//�, 3)'This W ss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,�� S A. �/�/ fit betv✓een the bottom chord and any other members. ,,�OMP q�e �s�' 4)Re(er to girder(s)for Vuss to truss connections. � A� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3 except Qt=1b) ��'��••�,�G E N S�c•�"l�j�� z=�z� � : 6 This truss desi n re uires that a minimum of 7/16°structural wood sheathin be a lied directl to the to chord and'/" � N 0 39380 _ � ) 9 Q 9 PP Y P 9YPsum . sheetrock be applied directly to the bottom chord. �� • * � . ` � _ E .�;; �.;��• .� oR `o_ . ��. '��,`,5��N A�-��`�, ' �IIIIIAI� I Thomas A Albani PE No.39380 M(Tek USA,Inc.R Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2015 �WARNING-Verily deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.f0/03Y1015 BEFORE USE. �� Design valid for use only with MTek�connec}ors.This design is based only upon parameters shown,and is for an individual building component not a iruss system.Before use,the building designer must verify}he applicability of design porometers ond properly Incorporate ihis design inTo}he overoll building design.Brocing indicated is to prevenf buckiing of individual truss web and/or chord members only.Additional temporary ond permonent bracing MiTek• is always required for stabilify and fo prevenf collapse with possible personal injury and property damage.For general guidance regording the fabricotion,storoge,delivery,erecfion ond brocing of trusses ond iruss systems,see AN51/iPll�uality Criteria,DSB-B9 and BC51 BuOding Componenf 6904 Parke East Blvd. Solety Intormatlon available from Truss Plate Institufe,218 N.Lee Street,Suife 312,Alexandrio,VA 22314. Tampa,FL 3367D • Jab Truss Truss Type �ty Ply P593599 87944837 CJ55 JACK-OPEN 1 1 Job Reference o tional ProBuild, Plant Ciy,FL,33563 7.690 s Sep 29 2015 MTek Indusiries,Inc.Mon Nov 02 10:07:28 20'IS Page 1 ID:J_msDg2DfjlzazPvMSacSgyeNTY-nHfSfYAFOKcDWCIML11qd71FpVi99ywf L01RPyNGXD 4-11-4 i 4-11-4 Scale=1:15.0 2 5.00 12 7 N � N Q N � � � 6, 3 p �. 3x4= 4-11-4 � 4-11-0 Plate Offsets(X.Y)— f1:0-1-14 0-0-21 LOADING(psfj SPACING- 2-0-0 C51. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.02 3-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(TL) -0.04 3-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014(TPI2007 (Matrix-S) Weight:15 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling direclly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (Ib/size) 1=213/0-8-0,2=102/Mechanical,3=46/Mechanical Max Horz 1=97(LC 12) Max Upliftl=-61(LC 12),2=-84(LC 12) Max Grav 1=2�3(LC 1),2=102(LC 1),3=74(LC 3) FORCES. (Ib)-Max.Comp.lMax.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=108mph;TCDL=4.2psi;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and GC Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-10-8 zone;cantilever left and right exposed,end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `,,��S'��t 3)'This Vuss has been designed for a live load of 20.Opsf on[he bottom chord in all areas where a rectangle 3-6-0 tall hy 2-0-0 wide will ,�� S A. �� fit between the boitom chord and any other members. `,� �P q�e I�� 4)Refer to girder(s)for truss to truss connectians. >� ��•'�G E N•��• � �� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,2. �� ,•��,� `S�C`�•,2/ �� 6)This Wss design requires that a minimum of 7M6°sVuctural wood sheathing be applied direcUy to the top chord and'/"gypsum � � sheeVock be applied directly to the bottom chord. � N O 3 9 3 8 0 _ � �� • � � E L �� ' � � �i�S�.� p R�O�.•�\_�� ''��`,5,;�N A;��,`�� Thomas A.Aibanl PE No.3938D Mifek USA,Inc.R Cert 6634 6904 Parke East Bivd.Tampa FL 33610 Date: November 2,2015 �WARNING-Veri/y deslgn parameters and REAO NOTES ON 7HIS AND INCLUUED MITEK REFERANCE PAGE MI1-7473 rev.10/03/1015 BEFORE USE Design valid for use only with MiTekC�D connectors.Thls design Is based only upon parameters shown,and is for an individual buitding component,not o truss system.Befare use,the building designer must verify}he appiicability of design parometers ond properly incorporate ihis design into fhe overall � building design.Bracing indicated is to prevent buckling of individual}russ web and/or chord members only.Addifional femporory and permanent brocing MiTek• Is always required for stability and to prevent collopse with pouible personal injury and property damoge.For generol guidance regording ihe fobricotion,storoge,delivery,erection ond brocing of frusses ond iruss systems,see AN51/iPll Ouality Crfferia,OSB•89 end BCSI Butlding Component 6904 Parke East Blvd. Sa(ely Information avalable from Tru:s Plate Institute.218 N.�ee Sireef,Suite 312.Alexondrio.VA 22314. 7ampa,FL 33610 i ' , Job Truss Truss Type �ty Ply T7593600 87944837 EJ7 JACK-OPEN 3 1 Job Reference o tional ProBuild, Plant City,FL,33563 7.640 s Sep 29 2015 MiTek Industries,Inc,Mon Nov 02 10:07:29 2015 Page 1 I D:J_msDg 2 D fj IzazPvMSacSgyeNTY-FTDq su Btnek48M KZvkY39DZN Bv?Vu PAoD76azryN GXC -t-ao �-o-o �-o-o �-ao ' Scale=1:19.6 3 5.00 �p � o n � 9 0 � 8 N 2 � � 1. = II �� I 6' 4 G �. i 3X4= 7-0-0 7-0.0 Piate Offsets(X.Y)— �2:0-1-2.0-0-4] ' LOADING(ps� SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.49 Vert(LL) -0.05 4-7 >999 240 MT20 244l190 TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(TL) -0.15 4-7 >546 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014(TPI2007 (Matrix-S) Weight:23 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (Ib/size) 3=144/Mechanical,2=363/0-8-0,4=60/Mechanical Max Horz 2=167(LC 12) Max Uplift3=-120(LC 12),2=-154(LC 12) Max Grav 3=144(LC 1),2=363(LC 1),4=104(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 6-11-4 zone;cantilever left and right exposed,end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,��!1��III'� 3)'This Wss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-EO tall by 2-0-0 wide will o�� S A. �/�� fit between the bottom chord and any other members. o,�Q�P q�e ��i' 4)Refer to girder(s)for truss to truss cannections. � 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s)except Ql=1b)3=120, ��'��•'�,�G E N S�c•q�/j�� 2=154. � i 6 This truss desi n re uires that a minimum of 7/16°sVuctural wood sheathin be a lied direcU to the to chord and'/" � N O 3 93 80 _ � ) 9 9 9 PP Y P 9YPsum � sheetrock be applied direcUy to the bottom chord. � * �� ' •• E :�L. ..- . i��'•.� p R\O,.•�\��`, is�ss'�N Ae��1,`�� Thomas A.Albani PE No.39380 ' MiTek USA,Inc.R Cert 6634 6904 Parke East Bivd.Tampa FL 33610 Date: November 2,2015 �WARNING-Veri/y design paramefers and READ NOTES ON TNIS AND INCLUDED MITEK REFERANCE PAGE MIl-7473 ree f0/07/2015 BEFORE USE i Design volid fot use only with MiTek�connecfon.This design is based only upon paramefers shown,and is for an individual building camponent,not ��• i a fruss system.Before use,fhe building designer musf verify ihe applicability of design porometers and propeAy incorporote ihis design info}he overoll � building design.Brocing Indicated is to prevenl buckling of individual t�uss web and/or chord members only.Additional temporory ond permanent bracing M iTek• is always required(or stability and fo prevenf collopse with possible personal injury and property damoge.For general guidance regarding ihe fabricotion,storoge,delivery,erection ond brocing of truszes ond truss systems,:ee AN51/TPI l Qualfly Criferia,DSB-89 and BC51 BuOding Componenf 6904 Parke East Blvd. Safety Intormatfon available from Truss Plote Institute.218 N.Lee Street,Suite 312.Alexondrio.VA 22314. Tampa,FL 33610 , Jab Truss Truss Type dry P�Y nssaso� 87944837 EJ7A JACK-OPEN Z � Job Reference o tional ProBuild, Plant City,FL,33563 7.640 s Sep 29 2015 M7ek Industries,Inc.Man Nov 02 10:07:30 2075 Page 1 ID:J_msDg2DfjlzazPvMSacSgyeNTY-kfmC4ECWxsxm WvITS31iQ6Y3JMvdsQxSft7VHyNGXB _�-o-o �-o-o 1-0.0 7-D-0 i Scale=1:19.fi 3 5.00 �z �y o � 10 o c5 9 N 2 � � 1 = I ° fi ° 6• 4 ' 6 6 6 � I 3x4= 5 I 1.Sx8 STP= I Sd-0 7-0-0 �i 5-4-0 1-&0 , Plate Offsets(X Y)— f2:0-1-2 0-0-41 LOADING(ps� SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.03 5-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(TL) -0.05 5-8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014rTP12007 (Matrix-S) Weight:23 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling direcUy applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. All bearings Mechanical except Qt=length)2=0-8-0,5=0-6-0. (Ib)- Max Horz 2=167(LC 12) Max Uplift All uplift 100 Ib or less at joint(s)4 except 3=-121(LC 12),2=-156(LC 12) Max Grav All reactions 250 Ib or less at joint(s)3,4,5 except 2=319(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.16;MWFRS(directional)and GC Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 6-11-4 zone;cantilever left and right exposed,end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 , 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,0��0�� 3)fit between thesbottom chord and any othle rmembersPsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will `,`�o�Pg A. q��<,o,� 4)Refer to girder(s)far truss ta truss connections. �� E -9 i 5)Provide mechanical connecGon(by others)oi truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4 except Qt=1b)3=121 �� ,•��,�C' N S��•.�ij i� ,2=156. � � 6 This truss desi n re uires that a minimum of 7/16°sVuctural wood sheathin be a lied directl to the to chord and'/" sum � N O 3 93 80 _—� ) 9 Q 9 PP Y P 9YP � sheetrock be applied directly to the bottom chord. � * �"fl� • • �.,-��'�,, E :�L: � � '.��°•.� p R�O, • \��`� � � ��'ss��N A��, Thomas A Albanl PE No.39380 MRek USA,Inc.R Cert 6634 6904 Parke East Bivd.Tampa R 33610 Date: November 2,2015 �WARNING-Venly deslgn parameters and READ NOTES ON TN/S AND INCLUDED MITEK REFERANCE PAGE Ml1-7473 rev.f0/03/2015 BEFORE USE �*R� Design vafid for use only with MTek(�connectors.This design is based only upon parameters shown,and is for an individual bulding component,not �qp a fruss system.Befare use,ihe building designe�musf verify fhe appGcability of design parometers and properly incorporate ihis design into fhe overoll ��f�f building design.Bracing Indicofed is To prevenf buckling of individuol truss web and/or chord members only.Additionol temparory and permanent bracing M iTek• is always required for sfobility and to prevenf collapse wifh possible personal injury and property domage.For generol guidance regarding fhe fobricotion,storoge,delivery,erection and bracing of tr�sses and iruss systems,see AN51/TPII�ualfty Crlferia,DSB-89 and BCSI Hullding Componenf 6904 Parke East Bivd. Salety Information ovoiloble(rom Truss Plofe Insiitute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 � Jab Trvss Truss Type Qry Ply nssseoz 87944837 EJ64 JACK-OPEN 4 1 Job Reference o tional ProBuild, Plant Ciry,FL,33563 7.640 s Sep 29 2015 MTek Industries,Inc.Mon Nov 0210:07:29 2015 Page 1 ID:J msDg2DfjlzazPvMSacSgyeNTY-FTDqsuBtnek48MIQvkY39DZOAvOauPAoD78azryNGXC -�-ao s-a-o �-o-o s-a-o Scale=1:19.3 3 5.00 �p 8 2 � � 1 S P= � 6• 4 ri• o. 3x4= 6-4-0 6-4-0 Plate Offsets(X.Y)— [2:0-0-10.Edqe1 LOADING(ps� 5PACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.04 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(TL) -0.10 4-7 >732 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014ffP12007 (Matrix-S) Weight:21 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directiy applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (Iblsize) 3=130/Mechanical,2=333/0-&D,4=551Mechanical Max Horz 2=154(LC 12) Max Uplift3=-108(LC'12),2=-145(LC 12) Max Grav 3=130(LC 1),2=333(LC 1),4=94(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=lDBmph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;6=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and GC Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to E3-0 zone;cantilever left and right exposed,end vertical left and right exposed;C-C for members and forces$MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,`��0�, 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will `��_n S A. ��j fit between the bottom chord and any other members. �e� \vP q�e ��e 4)Refer to girder(s)far truss to truss connections. � �,.•'�� t�♦ 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(sj except Qt=1b)3=108, ,��,•'�,\C E N S�C`•q"[�j�� 2=145. � � 6)This truss design requires that a minimum of 7/16"sWciural wood sheathing be applied directly to the top chord and'/:"gypsum � N 0 393 80 _ � sheetrock be applied direclly to the bottom chord. � � � � �ro • � � . E L� . . �ii�'••< OR�p�•��,� ' � �' • � ��is��N A1-��.�`� �►rn�� Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 2,2015 �WARN/NG-Verily deslgn parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE Ml1-7073 rev.!0/032015 BEFORE USE. �*r� Design valid for use only wifh MTek�connecfors.This design is based only upon paramefers shown,and is for an individual building componen�,noi �bb o iruss system.Before use,fhe building designer musl venty The applicabllity of design porometers and properly incorporote this design into the overall f��f building design.Bracing indicoted'a to prevenf buckling of indrvidual}russ web and/or chord members only.Addifional temporory ond permonent brocing M iTek• is always required for sfability and to prevent collapse with possible personal injury and property damage.For general guidance regording the fobricotion,storage,delivery,erection ond biacing of irusses ond truss sysfems,see ANSI/iPll Qualtly Crifeda,�SB-89 and BC51 BuOding Componenl 6904 Parke East Blvd. Satety Informallon ovoiloble from Truss Plate Instifute,218 N.Lee Sireef,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 ' Jab Truss Truss Type Qty Ply T7593603 87944837 HJ7 Diagonal Hip Girder 2 1 Job Re(erence o tional ProBuiid, Plant City,FL,33563 7.640 s Sep 29 2075 MTek IndusVies,Inc.Mon Nov 02 10:07:31 2015 Page 1 I D:J_msD g2Dlj IzazPvM SacSgyeNTY-CsKaHaD7J F7n Ng Ux09aXFefmTjfFM F95gJd h2kyN GXA -t-Sa 5-&1 9-10.1 1-5-0 5-8-1 4-1-15 4 Scale=1:21.1 3.54 12 �3 3x4% 3 12 11 2 � 1 1. Q 14 15 � 16 6 � 6• 2x4= 2x4 II 5 3x4 = 5-&1 310.1 5-8-1 41-15 Plate Offsets fX.YI— f2:0-3-4.0-0-91 LOADING(ps� SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.02 6-7 >999 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.07 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.29 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weigh[:40 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling direcUy applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I ' REACTIONS. (�b/size) 4=111/Mechanical,2=395/0-8-D,5=334IMechanical Max Horz 2=167(LC 8) Max Uplift4=-81(LC 8),2=-199(LC 4),5=86(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. , TOP CHORD 2-11=-736/166,1 1-1 2=-72 611 81,3-12=-694/184 BOT CHORD 2-14=-264/696,14-15=-264/696,7-15=-264/696,7-16=-264I696,6-16=-264/696 WEBS 3-7=01278,3-6=-761/289 NOTES- 1)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed,end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ,`,��' 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent wi[h any other live loads. �� S A, �//� 3)•This Vuss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rec[angle 3-6-0 tall by 2-0-0 wide will `,� �P q�e A�� fi[between the bottom chord and any other members. �� ••''�E�''• ,9 �i 4)Refer to girder(s)for truss to truss connections. o� ��,•�\C' N S�••,�j �s� 5)Provide mechanical connecGon(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,5 except(jt=1b) z=tss. � No 39380 _ � 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. � 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)22 Ib down and 46 Ib up at 1-4-'I5, � ; 22 Ib down and 46 Ib up at 1-4-15,7 Ib down and 42 Ib up at 4-2-15,7 Ib down and 42 Ib up at 4-2-'15,and 46 Ib down and 66 Ib up at =-fl• 7-0-14,and 45 Ib down and 65 Ib up at 7-0-14 on top chord,and 29 Ib up at 1�-15,29 Ib up at 1-4-15,9 Ib down and 6 Ib up at 4-2-15 � � � ,9 Ib down and 6 Ib up at 4-2-15,and 35 Ib down a[ 7-0-14,and 34 Ib down at 7-0-14 on bottom chord. The design/selection of such "� - E �'�L� connection device(s)is the responsibility of others. i�.0.,[� , � � 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �� `-s•� Q R�0,`• ;��, 1)D ad+AR os)Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ,,,��S�r�iii Ae,,,,� ` Uniform Loads(pl� Vert:1-4=-54,5-8=-20 Thomas A.Albani PE No.39360 Mtfek USA,Inc.R Cert 6634 6904 Parke East Bhrd.Tampa FL 3361 D Date: November 2,2015 �WARNING-Venfy deslgn parame[ers and READ NOTES ON TNIS AND INCLUDED MITEK REFERANCE PAGE MII-7073 rev.!0/03/7015 BEFORE USE. Design valid tor use only with Mi7ekC�connecfors.This design is based only upon parameters shown,and Is for an individual building component,noi a huss system.Before use,fhe building designer musf verity}he applicabiiity of design poramefers and propeAy incorporate ihis design into the overali � �• building design.Brocing Indicated is to prevenf buckling of individual tniss web and/or chord members only.Addifional femporary and permonent brocing MiTek' is always required for stability ond to prevent collopse with possible personal injury ond property damage.For general guidance regording fhe fabricofion,sloroge,delivery,erection ond brocing of frusses ond truss systems,see AN51/TPII puality Criferia,DSB-89 and BCSI Butlding Component 6904 Parke East Bivd. Salety Informatlon available from Truss Plote Ins�ifufe,218 N.Lee Stree�,Suife 312,Alexandria,VA 22314. Tampa,FL 33610 • Job Truss Truss Type Qty Ply T7593603 87944837 HJ7 Diagonal Hip Girder z 7 Job Reference o tional ProBuild, Planl City,FL,33563 7.640 s Sep 29 2015 MTek IndusVies,Inc.Mon Nov 02 10:0731 2015 Page 2 I I D:J_msD g2Dfj IzazPvMSacSgyeNN-CsKaHaD7J F7n Ng Ux09aXFefmTjf FM F95g J dh2kyN GXA LOAD CASE(S) Standard i ConcenVated Loads(Ib) Vert:11=91(F=46,B=46)12=-6(F=-3,B=-3)13=-91(F=-45,B=-46)14=34(F=17,B=17)15=-17(F=-9,B=-9)16=51(F=-25,6=-26) I �WARNING-Verily deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI/-7173 rev.10/07Y1015 BEFORE USE Design valid for use only with MTek�connecfors.This design is based only upon paramefers shown,and is.for an individual building companent,not o iruss sysiem.Before use,the building designer must verity ihe applicobility of design porometers and properly incorporote fhis design into the overall � building design.Brocing indicated is fo prevenf buckling of individual iruss web and/or chord members only.Addifional temporary and permonent bracing MiTek• is ahvays required for sfablity and to prevent collapse wifh possble personal injury and proper�y damage.For general guidance regarding ihe fobricotion,sloroge,delivery,erection and bracing of}russes ond fruss systems,see ANSI/iPll Quality C�iterla,OSB-B9 and BC51 Buliding Component 6904 Parke Eest Blvd. Salety Info�mafion available from Truss Plote Institufe.218 N.Lee Street,Suife 312,Alexandrio,VA 22314. Tampa,FL 33670 i � Job Truss huss Type Qty Ply P593604 87944837 HJ7A Diagonal Hip GiMer 1 1 I Job Reference o tional ProBuild, Plant Cily,FL,33563 7.640 s Sep 29 2075 MTek Industries,Inc.Mon Nov 0210:07:32 2015 Page 1 ' I D:J_msDg2 DfjlzazPvMSacSgyeNTY-g2uzVwDm4Z7e1p38at5mnrBxB7115jYEvzMEaAyN GX9 -�-s-o s-a-i s-iai ' i-so s-s-� a_z-o ' Scale=1:21.8 4 Io 3.54 12 14 3x4% 3 13 �`r' N O t7 N �2 2 � ' �. � @ ��J �6 8 �7 �• � 6 2X4— ZX4 I I � S 1.Sx8 STP= 3x4= 4-2-2 5-&1 7-5-'12 9-10-1 � 4-2-2 1-5-15 1-311 2-4-5 Plate Offsets(X.Y)— f2:0-3-4.0-0-91 LOADING(ps� SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.02 8-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(TL) -0.05 8-11 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.22 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014lTPI2007 (Matrix-M) Weight:40 Ib FT=20% I LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. All bearings 0-8-0 except Qt=length)4=Mechanical,5=0-1-8. (Ib)- Max Horz 2=167(LC 8) Max Uplift All uplift 100 Ib or less atjoint(s)4,5,7 except 2=-197(LC 4) Max Grav All reactions 250 Ib or less at joint(s)4,5,7 except 2=352(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-1 2=-54 911 5 7,12-13=-541/172,3-13=-507/175 BOT CHORD 2-15=-2551519,15-16=-255/519,5-1 6=-2 5 515 1 9,8-17=-255/519,7-1 7=-2 5 5151 9, 6-7=-255/519 WEBS 3-6=-568/279 NOTES- 1)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=108mph;TCDL=42psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; ,, `,,S�Al��t ,' Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed,end vertical left and right exposed;Lumber DOL=1.60 �� / plale grip DOL=1.60 ,�O�P q�e 00�' 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. ,�� • �E � � 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangie 3-6-0 tall by 2-0-0 wide will `� '��•��,�C' N`S��•,�jj i�, fit between the bottom chord and any other members. � � 4)Refer to girder(sj for truss to truss connections. � N 0 3 9 3 S 0 _—� 5)Provide mechanical connecGon(by others)of truss to bearing plate at joint(s)5. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s)4,5,7 except Qt=1b) � � 2=197 � 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixiiy model was used in the analysis and design of this truss. �� 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentreted load(s)22 Ib down and 46 Ib up at 1-4-15, �'—'��.,, E •'�L: 22 Ib down and 46 Ib up at 1-0-15,7 Ib down and 42 Ib up at 4-2-15,7 Ib down and 42 Ib up at 4-2-15,and 45 Ib down and 65 Ib up at i�L �� , 7-0-14,and 45 Ib down and 65 Ib up at 7-0-14 on top chord,and 29 Ib up at 1-4-15,29 Ib up at 1-4-15,9 Ib down and 6 Ib up at 4-2-15 ��j �� •� � R 1�.\•�� ,and 9 Ib down and 6 Ib up at 4-2-15,and 34 Ib down at 7-0-14 on bottom chord. The design/selection of such connection device(s)is �Ij ss••"••"��\_��` 9)In the LOADbCASE(S)s ction,loads applied to the face of the truss are noted as front(F)or back(B). ��/,��N A;,;�� LOAD CASE(S) Standard Thnmas A Nbani PE No.39380 Mffek USA,Inc.R Cert 6634 ' 1)Dead+Roof Live(balanced):Lumber Increase=125,Plate Increase=1.25 6904 Parke East Bivd.Tampa FL 33610 Data: November 2,2015 �WARNING-Veri/y deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI/-717J rev.10/07l2015 BEFORE USE Design vatid for use only with MTekC�9 cannectors.This design is based only upon parameters shown,and is lor an individual building component,nof o iruss system.Before use,�he building designer must verify ihe appficability of devgn parameters and properly inCorparate}his design into fhe overoll r � bulding design.Brocing Indicated'a to prevent buckling ot individual}russ web ond/or chord members only.Addifional femporory and permonent brocing Ni iTek• , is always required for sfabilify and to prevent collopse wifh possible personal injury ond property damage.For general guidance regarding ihe , fobricofion,storoge,delivery,erection ond brocing of trvsses ond fruss systems,see ANSI/TPII Oualfty Cdteda,�SB-89 and BC51 Building Componenf 6904 Parke East Blvd. Safety Intormation available(rom Truss Plate Institufe,218 N.Lee Street,Sui�e 312.Alexondrio.VA 22314. Tampa,FL 33610 i i • Job Truss Truss Type �ty Ply T7593604 87944837 HJ7A Diagonal Hip Girder 1 1 i Job Reference o tional i ProBuild, Plant City,FL,33563 7.640 s Sep 29 2015 M7ek IndusVies,inc.Mon Nov 02 10:07:32 2015 Page 2 , I D:J_msDg2DfjlzazPvM Sa cSgye NTY-g2uzVwD m4Z7e7p38at5m nrBxB7115YEvzMEaAyN GX9 LOAD CASE(S) Standard Uniform Loads(pl� Vert:1-4=-54,5-9=20 Concentrated Loads(Ib) Vert:12=91(F=46,B=46)13=-6(F=-3,B=-3)14=-90(F=-45,6=-45)15=34(F=17,B=17)16=-17(F=-9,6=-9)17=-25(F) �WARNING-Venly deslgn paremeters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml1-7073 rev.f0/09/ZO15 BEFORE USE �� Design vafid for use only with MTek�connectors.This design is based only upon parameters:hown,and is for an individual building component,not a truss system.Before uze,fhe huilding designer musf veri(y fhe applicobility of design porameters and properly incorporote this design into fhe overoll � bulding design.Brocing indicofed is to prevent buckGng of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with pouible personal Injury and property damage.For general guidance regording}he (abrication.storage,delivery.erection and brocing of truues and truss systems,see AN51/TPII Quality Crlteria,DSB-B9 and BC51 BuIlding Component 6904 Parke East Blvd. Salefy Informafian ovoiloble from Truss Plote Insfitute.218 N.Lee Sireet.Suife 312,Alexondrio,VA 22314. Tampa,FL 33610 i , Job Truss Truss Type Qty Ply T7593605 87944837 HJ64 Jack-Partial Girder 1 1 Job Reference o tional ProBuild, Planl City,FL,33563 7.640 5 Sep 29 2015 Mi fek IndusVies,Inc.Mon Nov 02 10:07:30 2015 Page 1 ID:J_msDg2DljlzazPvMSacSgyeNTY-kfmC4ECWxsxmWvITS31iQ6c JMPdqoxSftNHyNGXB -'I-5-0 5-&2 8-10-12 � �� 5-8-2 3-2-9 Scale=120.1 4 Io 13 3.54 12 3x4% 3 12 � N N �� 2 � � - d� 14 15 � 16 6 5 � �' 2x4 II 3x4= 2x4= 5-8-2 8-'10.12 5-&2 3-2-9 Plate Offsets(X.Y1— f2:0-3-4.0-0-91 LOADING(ps� SPACING- 2-0-D CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -D.01 7-10 >999 240 MT20 244/190 II TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(TL) -0.04 7-10 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.17 Horz(TL) 0.01 5 n/a n/a �, BCDL 10.0 Code FBC2014lTPI2007 (Matrix-M) Weight:36 Ib FT=20% , LUMBER- BRACING- i TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direcHy applied or EO-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling direcUy applied or 10-0-0 oc bracing. �� WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross brecing � be installed during truss erection,in accordance with Stabilizer ' REACTIONS. (Ib/size) 4=93/Mechanical,2=351/0-8-0,5=324/Mechanical Max Horz 2=154(LC 8) � Max Uplift4-64(LC 8),2=186(LC 4),5=-89(LC 4) I FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-11=-564/118,11-12=-553/133,3-12=-522/136 BOT CHORD 2-14=-2031530,14-15=-203/530,7-15=-203/530,7-16=-203/530,6-16=-203I530 WEBS 3-7=0/254,3-6=-6141236 NOTES- 1)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=lDBmph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed,end vertical left and right exposed;Lumber DOL=1.60 , plategripDOL=1.60 `,�»111�0�� 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� S A, ��j 3)•This Vuss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,�� P` A�e ��I fit between the bottom chord and any other members. �� .r� '�G E IV 9 �� 4)Refer to girder(s)for truss to truss cannections. �� '� ,•�� S�`�•.�j �� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s)4,5 except Qt=1b) � � z-�86, � No 39380 _ � 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this Wss. 7)Hanger(s)or other connection device(sj shall be provided sufficient to support concentrated load(s)22 Ib down and 46 Ib up at 1-4-15, _ � * � 22 Ib down and 46 Ib up at 1-4-15,7 Ib down and 42 Ib up at 4-2-15,7 ib down and 42 Ib up at 4-2-15,and 45 Ib down and 65 Ib up at =-fl; 7-0-14,and 45 Ib down and 65 Ib up at 7-0-14 on top chord,and 29 Ib up at 1-d-15,29 Ib up at 1-4-15,9 Ib down and 6 Ib up at 4-2-15 � � � ,9 Ib down and 6 Ib up at 4-2-15,and 34 Ib down at 7-0-14,and 34 Ib down at 7-0-14 on bottom chord. The design/seleclion of such � E �'�L: connection device(s)is the responsibility of others. �;-+�'. , �� 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �j�� •� Q R \�, •�� s ... • ` ♦ 1 ODeDad+�Roos)Lrve(bal nced):Lumber Increase=1.25,Plate Increase=7.25 ��O��S��N A��,,��, Uniform Loads(pl� Thomas A Alhanl PE No.39380 Vert:1-4=-54,5-a=2o MRek USA,Inc.R Cert 6634 6904 Parke East Blvd.Tampa R 33610 � Date: November 2,2015 �WARNING-Verity desfgn parame�ers and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.f0/03/2015 BEFORE USE �� Design vafid for use only with MTekO connecfors.This design is based only upon paramefers ihown,and is for an individual building component,not a iruss system.Before Use,fhe bulding designer m�sf verily fhe applicability of design parameters and properly incorporate ihis design into fhe overall building design.Brocing indicafed is to prevenf buckling of individual huss web and/or chord members only.Addifionol temporary ond permanent bracing M�Tek• is alwoys required for stobility and to prevent collopse with possible personol injury ond property damage.For general guidance regarding ihe fobricotion,storoge,delivery,erection ond brocing of frusses and trvss systems,see ANSI/iPil�uality Crfferia,DSB•89 and BCSI BuOding Componenf 6904 Parke East Blvd. Salety Informailon available from Truss Plate Institute.218 N.Lee Street,Suiie 312,Alexondrio.VA 22314. Tampa,FL 33610 + Job Truss Truss Type Qty Ply T7593605 87944837 HJ64 Jack-Partial Girder 1 1 i Jo6 Reference o tional ProBuild, Plant Ciry,FL,33563 7.640 5 Sep 29 2015 MTek Indusiries,Inc.Mon Nov 02 10:07:31 2015 Page 2 I D:J_msDg2Dfj IzazPvM SacSgyeNN-CsKaHaD7J F7n NgUx09aXFefnkj heM H25gJd h2kyN GXA LOAD CASE(S) Standard ConcenVated Loads(Ib) Vert:11=91(F=46,B=46)12=-6(F=-3,B=-3)13=-90(F=-45,B=-45)14=34(F=17,B=17)15=-17(F=-9,6=-9)76=50(F=-25,6=-25) �WARNING-Veriiy des7gn parameters and READ NO7ES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIl-7/73 rev.f0/07/2015 BEFORE USE. �� Design vafid for use only with MTelc�connectors.This design is based only upon parameters shown,and is for on individual 6uilding componenf,not � o iruss system.Before use,Ihe building designer must verify ihe appficability of design parameters and propedy incarporate this design into ihe overall building design.Brocing indicoted u to prevenf buckling of indrviduol truss web and/or chord members only.Additional temporary and permanent brocing M iTek• is always required for slabiliN and to prevenf collapse with possible personal injury and property damage.For general guidance regording the fobrication.sforoge,delivery,erection ond brocing o(irusses ond fruss systems,see ANSI/iPll�uality Criterla,DSB-89 and BCSI Bullding Component 6904 Parke East Blvd. � Safery Informalfon available from Truss Plafe Insfifute,218 N.Lee Sireet,Suife 312,Alexondria,VA 22314. Tampa,FL 33610 Syrr�bols Nurr�b�ring System � �eneral Safety Notes PLATE LOCATION AND ORIENTATION 3 " Center plate on joint unless x,y 6-4-$ dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Properfy � �4 offsets are indicated. (Drawings notto scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss � 2 3 1. Additional stability bracing for truss system,e.g. and fully embed feeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. ci-2 cz-a 2. Truss bracing must be designed by an engineer For 0-�/7 6' wide truss spacing,individual lateral braces themselves o WEB3 �s,� 4 may require bracing,or altemative Tor I � � p bracing should be considered. T w �� I � u 3 s� 3 b O 3. Never exceed the design loading shown and never � .�°` � U stack materials on inadequately braced trusses. � °" 4. Provide copies of ihis truss design to the building c�-a cea cs-6 � desi ner,erectian su ervisor,pro ert owner and For 4 x 2 orientation,lacate gOTTOM CHORDS all oh er interested parties. P Y plates 0- nd' from outside edge of truss. 8 7 6 5 5. Cut members to bear tighfly against each other 6. Place plates on each face of truss aT each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETfERED CLOCKWISE joint and embed fully.Knois and wane atjoint required direction of slots in AROUND THE TRU55 STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1 COn1leCtof plates. THE LEFT. 7, Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT ihe environment in accord with ANSI/TPI 1. "Plate location details avallable in MiTek 20/20 NUMBERS/LEiTERs. soffwa�e of upon fequesf. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9 Unless expressly noted,ihis design is not applicable for PLATE SIZE ICC-ES REpOrfS: use with fire retardant,preservative treated,or green lumber The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 `�`�idth measured perpendicular ESR-1311,ESR-1352,ESR 1988 responsibility of truss fabricator General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. i i Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respecis,equal to or betTer ihan ihat Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the tfUSS UIlI2SS Oth81'WISB ShOWfI. 13.Top chords must be sheathed or purlins provided ai output. Use T of I bracing spacing indicated on design. if indicated Lumber design values are in accordance with ANSI/TPI 1 �q gottom chords require laterol bracing ot 10 ft.spocing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plote without prior (supports)occur Icons vary but OO 2012 MiTek�All Rights Reserved approval of an engineer. reaction section indicates joint nUmbef whefe beafings oCCUr. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only __,� 18.Use of green ortreated lumbermay pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Deslgn Specification for Metal 19 Review all portions oF this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone is not sufficient DSB-89: Design Standard for Bracing. � � BCSI: Bulld'Ing Componeflt Safety InfofmatlOn, M�Te k 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. Mifek Engineering Reference Sheet�MII-7473 rev 10/03/2015 Jacqueline Boges From: Jacqueline Boges Sent: Thursday, March 24, 2016 12:08 PM To: 'Benjamin Davis' Subject: certificate of occupancy Attachments: 36200.pdf Greeting Benjamin, See attachment for certificate of occupancy for 36200 Shady Bluff Lp It 3. Have a great one... dackic Boges 813-780-0020 ext 3513 '%�/takc care o�in�y c/raracte�;iny rcputat�oa��l6 take ca�e o�Itsel�"Dia�igkt L, Moo�i Florida has a very broad public records law. 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