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HomeMy WebLinkAbout13-14301 CITY OF ZEPHYRHILLS 5335-8TH STREET � ' (ai3)�so-oo20 �.4301 BUILDING PERMIT Permit Number: 14301 Address: 7150 APPLEGATE DR Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL. Class of Work: CARPORT Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: ALPHA VILLAGE Est. Value: Parcel Number: 35-25-21-0050-00000-0180 Improv. Cost: 6,473.00 �. •> � Date Issued: 6/21/2013 Name: FIELDS, FAIRLEY Total Fees: 105.00 Address: 7150 APPLEGATE DR Amount Paid: 105.00 ZEPHYRHILLS, FL. 33542 Date Paid: 6/21/2013 Phone: (813)713-3921 Work Desc: 26 X 15 X9 CARPORT W/SLAB 1 . n)�;� � ��� �� SHEATHI FINAL ' REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80(2)(c)when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b)condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d)work not ready for inspection when called e) permit not posted on job site� plans not at job site g)work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this properly that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your properly. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans, Specifications Must Acwmpany Application.All work shall be pertormed in accordance with Ci Codes and Ordinances. NO OCCUPANCY BEFO C.O. —1 � �aacbr.n�r.,,a ) ) MA w'�_1 CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER � ' �� City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: >'/'� � � � S Date Received: � "�'� Site: � � .SO l� ,�' r���t Typ�: 2� ��-� c��- �� � ��� Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: � � 1 ,l� � ��Cw� �`� ,� i �� �1\-�� t' .� C��G.,,. t �:� � -i� �� >>� (� �Gr, , � � � r 4`�c '�� `� ` �=j ���1C��� /1�'����t�" � `� � � �G 14 ���C C. r �L%G%�-f� 1 � ,, i�2�'tia•`I �� � �\. � / j (�� � � � , -l� `�� �� l c.,i '�`t ` (Jl��.�.. S`�'�.' , —=�, r`' , �i '� ��� r� � C ` 2,°0( n, � -��-c3 tilof acc� �/ , ., � c ' ,1 `� 5��- ���.� '� � This comment sheet shall be kept with the permit and/or plans. i� ,�`��' "�� �, . � � ��'e �,.��, ,.. �� �,,,,...�t. Kalvin itzer— � s Examiner Date Contractor and/or Homeowner � (Required when comments are present) � � ; r� 1 �,, � � � e �, a� s � —1�. ' � -- ----------- � � ---- __ _--_. .,�..�__ ,.�,�._ i � � , . , � � � � � � ; ( " �Q�� ; i i , � � E i � . t , � ; � � � i I ' � � � 4 f /� � � ! - ---- - - — - . �� �°� � � �i , ` ! �` � �, � f � `� f � � � � - �-�—�, - _ -.. .....,,. � �° � ! � f�_����Q`i—ej=—_-�i d � � ._ � ' ; I � � � � �� . � ' �� _' � ,7�* v� � � i . � � , ; C ptQ � Q�(� � ' 46 { � ; � � ; �� f , � C � r i t ; � � I; � � � � 4 P � , i ; I � ,�, . � � �{,� ' ;a ` � � .�� \ :,� et � ` �� � � .,�y1 ��pt V'�� L+. '4 C r °,', � l,_ �,w{ �. � I � � —..�...------- --'�f-'°� -- � -- v�..�.._�« � -- 6.� { I� Fn� r I �� Fi e f r�_5 give permission to Shannon Smith to pick up my permit for my address of �i 5 n A��fe o af- �r City: ��r ti , � 1 S State: �� Zip: 3�5 y� Print Name: �'i4,'���F, `e L�� Signature: ����,ce,�y Date: ( - �- j 3 SWORN to and subscribed before me this day of � �_ STATE OF FLORIDA My Commission Ex ' es: � � �l COUNTY OF PASCO � �Seal: 'J ,����,,, MARY FISHER NOTARY �1y,H'P(�y�i� ;i i,�''�„'r,; Notary Public-State of Florida :.; ;•_My Comm. Expires Jun 25,2014 = � ' Commission#EE 396 �9 c p�: ��''�%,;;,;;��` Bonded Through Nationai Notary Assn. Personall Known or Produced Identification � Y , Type of Identification: ������ ��� � ��ttC�'���� , ;_rr�ct' �;�scr, �'-;�� . f��_�"�� b', _,_/e!'.� ,=5�S PN�'�5'� �. �'P� ,��� F'c_, t�� �C►�r i 8 �,{z ���S�� P r_, � 9 t�� �����������������������������������������������(������������ � 2013098890 Pemiit No ___ ____. Parcel ID No _��J -25�2� �OQS�'Q�C�C ~ L j RC � NC�TIC.E aF COMMENCEMENT stat�of__F_1_ptJ..s�.�_—_ __------ County o ��^5 C� THE UNDERSIGNED hereby gives n��tice that improvement will be rnade to cerlain real property,and in accordance with Chapter 7t 3, Flonda Statutes, the following information is provided in this Notice of Commence:ment: 1 Description of Property� Parcel Identitication No.��- � �J' 2� '���.5�- �l�n�� � ��$� Street Address ��.��J..e1�.ui=—�Y-�—�� � 2. General Description of Improvement_,_��.,i1t.�L�� �� ��me�-k� ��_��or� : �ly�_��e � 2Cs � i eno�l��. q � IReia hf 3, Owner Information or Lessee information if the Lessee contracted for the improvement: ��C.�� f � e1C,5 •J PJame ,�_ �� �-�-�-�--- City State Address Interes,t in Property: .��I�------- Name of Fee Simple Titleholder _ — (If�different from Owner tisted above) -- --"— City State �� Address — Contractor Fn,�Jti.�� „ -- j- , Na e r1— �1 5 b � l �--- ��ty state Address ' / e� �� -7� � CQ Contractor's Telephone No. �,1.1_.!�-..�--=.� � s�' — 5. Surety� -- Name -- --- City State Address Amount of Bond. $___ __._ ._ Telephone No g. Lender� _._ --- Name __ —.— — ��� State Address Lender's Telephone No. -- — 7 Person5 within the State: of Florida designated t�y th�� owner upon Hrhom notices or other documenis may be served as provided by Section 713.13(1)(a)(7),Florida Statutes. Name -- --- City State Address Telephone Number of Lesignated Person. ___ of g In addition to himsedf,the owner designates __ bo receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. Te�ephone Number of Pe:rson or Entity Designated by Owner g, Expiration date of IVotice:of Commencement (the expiration date may not be before the completion of construction and finai payment to the contractor,but will be on$year from the date of ree:ordirig unless a different date is specified): WARNING TO OVVNER. ANY PAYMENTS INADE BY'THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERE:D IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RECORDED AND POSTED ON THE JOB SI E HE�FORE THE FIRST I SP CT IOON.RIF YOU NTOEND TO OBT�AIN F NANC NG,CONSUBT WITH YOUR LENDER C)R AN ATTORNEY BEFORE GOMMENCING VVORK OR RECORDING YOUR NOTICE OF COMMENCEMENT Under penalty of perjury,1 declare that I have reacl the foregoing notice��f commencement and that the facts stated therein are true to the best of my knowtedge and belief. :iTATE OF FLORIDA (�OUNTY OF PASCO Signature�� er or Lessee,or Owner's or Lessee's Authorized Officer/Dirr.ctor/Pariner/Manager r Sig�atory's Title/Office . (� '�E�1 The fore�qoing instrument wa�s acknowledged before me�this f_day of` �,2W�,bY_�-u1b-"=r �� � O/, ,�G ao _ --�---__ (type of authonty,e g.,o�cer,trustee,attorney in fact)for W C,+� as .�---��, _(nam o rt on behalf o wh inst ument was executed) �,/T— �� � Personally Known❑OR Produc<:d Identification L'f Notary Signatu� f Type of Identification Produc:ed_ ��,.�--� Name(Print) L.�.��� ,,���,��'p�o,, MARY FISHER Rept:1526040 Ree: 10.00 '_, .`�= Notary Public -State ot Florida DS: 0.00 IT: 0.00 : :My Comm Expires Jun 25,2014 06/05/13 C. Miner, Dpty Clerk ;'SF �"' Comrnissinn#EE 396 �"���������` Bonde�Through National Notaty Assn.� wtr�.��� PAULR S 0'NEIL,Ph D PRSCO CLERK & COMPTROLLER 060R BK �Q�� P�o 2�5� wpd atalbcs/noticecommencemen�t_pc053048 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received � � 5 2�� Phone Contact for Permittin I - Z Owne�'s Name e Owner Phone Number - - Owner's Address Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 1J( LOT# � SUBDIVISION PARCEL ID# 5 - 2 " Z " � � (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROP03ED � NEW CONS7R 8 ADD/ALT 0 SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR Q COMM Q OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME � STEEL Q DESCRIPTION OF WORK S Lcr� +� i.:�c1r� � BUILDING SIZE SQ FOOTAGE HEIGHT OBUILDING $ � 7 rJ� VALUATION OF TOTAL CONSTRUCTION DELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. il� � QPLUMBING $ � � •'' ' OMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION � �V���.1° � Z�r_' OGAS Q ROOFING Q SPECIALTY 0 OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO BUILDER . , �7 � , C � � COMPANY D?t/I'l SIGNATURE � T J REGISTERED Y/ N FEE CURRE� Y/N Address License# ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# PLUMBER � COMPANY SIGNATURE REGISTERED Y J N FEE CURRE� Y/N Address License# MECHANICAL � COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# � OTHER � COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Add�ess 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 FaciliUes 8 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 8�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 constructlon. Directions: Fill out application completely. Owner 8 Contractor sign back of application,notarized If over 52500,a Notice of Commencement is requlred. (A/C upgrades over 57500) •" Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Appflcation Only) Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed" restrictions" which may be more �estrictive 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 occupancy" 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, ihey must be paid prio�to pe�mit 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", 1 certify that I have obtained a copy of the above described document and promise in good faith to delive�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 performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also ce�tify 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 incfude 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 8 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 prope�ties, 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�II, an engineered drainage plan is required. If 1 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 IPI 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) OYVNER OR AGENT�, "��I.�2- •��� CONTRACTOR cri and swo.�t o� r affi ed�g f re this Subscribed and swom to(or affirmed)before me this 3 by 1-ft�'� !t��- br i e p rson�ly known t me or has/have produced Who tslare personally known to me or haslhave produced L__., as idendfica8on. as identlfica6on. Notary Public Notary Public Co Commisslon No. ,������� MARY FISHER ``r�PRV nLd/, _ . Na � tgq�(����U�,2014 Name of Notary typed,printed or stamped �`"-` Gommission�'t Er 396 ,,�,.. ��;` Bonded Through�,ational Notary Assn. � � ! i � ' • � s r � .�LL vV UKt�bHALL CUlvl�'LY w t Cti ALL PREVAILING����ELECTRID CODE A�ND STRUCTURAL DE�����,�IO�iYR�IL.LS ORD�NAN��S ENCLOSED BUILDING I , �-tc�vit�DA7� ' ' ` � �1J MAXIMUM 30'-0" WIDE X 14'-0" EAV� H� ����ER� , FRAME AND EOW FRAM 6 December 2012 Revision 0 IVI&A Project 1\To. 121175 Prepared for: Il�Ir. Danny Lowery President- Steel Structures 1660 Dixon Airline Road Augusta, Georgia 30906 Prepared by: Moore nnd Associates Engineering and Consulting, Ine. 1Q09 ��st Avenue Ivtorth Augusta, SC 29841 MIO�RE A,ND ASSOCiATES �7Nf�'W('CRINt;ANG CCJN',1��_Tltti; \�1�,\t l l l t FEl�ill d f _,,.� ����..��,��I�RQ l��rrr �t�`'�'�(H ��� '; \�\�\\� wc w��• Q" `J a ,nq11u1N14M�ryyMs � � \ O. �(�y' �� 'r1 O ,pN Nh� ��9 t � ••�` S ��` 'y ' � � �t4o � � PAOORE 6�~' �� _� . 1��� � :` AND F �; n i�.��r 42��e�1��� $ ?���A55UC{ATES,INC c`�= � No.CO2968 ;9j:• •�pQ :-`if��%,,� �°_�-:; ✓j�s` �j�eea�NM!;� \`;`� �'�'� ,yNynqaNeunoo�`�o �`,,� "• V 'R��'dl!►���Hll�`'��< .,,�.�OF A���'� �l�H,�����i�,,,, \\�����tye��►1Etttt��'��l''`'fi `�>��\ �`��� `•� '�'I : �•'��G�`� •� �:¢ '`:� � � s G°f 7 � � � •a = � o��'a•�E/S5}4NAL� `� � !s 12 � . �'GlNE�Q` '��C`� �°ifo���E. ...�0�\��`�� ; /����IJlt q f I�1 H lH1�l���� i �6�0�111NNiP/pB�+ �0'`�e�p��t'i�Di(�,°�i��✓.. ����C� � ��� � �✓ O '� � ' � pFM& ;�e d S�gq � _ �,�, . ��T�i�� � ; No.G�3 r �,.• `�'� ms s �'`. � �P`°�;�hll� �.�4�``' �t1FA � ��trtee�tH�t �`eea,��i�I I I��e f♦', � �� .y� �����r����Q�Q% �S�`��°����j��t'�J L�°s.�"�1,OJ'I � o �[ �: s�[� .d R� B�O 7 �' n� �' ° �r • M' 0 s � I 2/�/12 ;� � 0 �Q�m STAT� t7� � , : Vi o ,am � , � �, :���`m �oi 6�°�°°C Q�1�.�Cy, `s ; °sr�'S/ E ��,' ;, �a� IUI11l► ��� yy��o,t��,�'�?. ��O�Jpd �' � ��\� ♦ � l������.•;��RED Eijj• .���,�s � `5 . 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' __ '_-,.-._"__,_ _,_. _..__»... "_'__ __''"_�"" ' 6' '_.:,_.._......_ ...__._..__..�--_""_ ':_ _. ` _'_ _ " -_._._-.::.:.."_"__'_"_...__'_"__ _`_ _' ' ' -__'-.......__._......."____'____._'_, FLASHING _-'_'_-_____ _.. ......___.._.__.._.._"'...._...........'__'_"_""_'_""'' "'' - _-___" ""'__' .. .� _ "_'_'-_ """ - -_ _"___'_ _ "_....._,-__::.:"_""____"____: FLASHING '-""_"" '___"_"" I LENGTH VARIES DEPENDING�N I NUMHEft AND SPqCING OF RAFTERS 30' MAXIMUM RAFTER SPAN � TYPICAL SIDE ELEVATI�N-HORIZONTAL RO�F TYPICAL END ELEVATIDN-H�RIZ�NTAL R��F SCALE� 1/8' = 1'-0' SCALE 1/B' = l'-0' �B❑W FRAME RAFTER ENCL�SED BUILDING CSheets 4, 5, 7, 8, 9, AND il) ROLL-UP OOOR SW[NG[NG ll�OR (AS APPLICl+BLE> (q$ APPLICFBLE) _""""'_'___' _.._='____'___________-"_'_-'__' " _" ""`__""_"'__'__ _.._:-":�......_�._.:.-'__"' "" _' ' '_ _-__ ............._""""'...... " _ '__""' ' __' _ ' '. __"'"__-_-_... ,._.."_-_ ��:_'_"_"_'_" _-'_-_____'___"'__ ......, . _. - . _,........._..... . ............'_'_..............__._.:"_:_� - _'_-_'' '__"'-" _._-._ _ _ .... ..._.. "'"'_"""'._.........."' ' '"'____"""'""' '"_""'".�. ..' . ...,_�:_:_.""___"-�_-._.. . 1 '___�_____'.:'_"""_"'__'_'__ _ _ - _"'"'_' ___--_"_'_-"'"____"__ " _" __-_-_....""_'_.."_"__'___"__'�'-_'_-___"_.: _-_-_--___-'_ " , FLASHING "-'----- '�'--" { , 26 OR 2A GA. GALVANf2E� META� ROCF '/'' nNC WnLL P4NELS FASTENE➢ TO RAf'TERS �ENGThI VARIES ➢EPfNI11NG 0�: nn0 °OSTS WITH 1/6'xl' $➢f''S W'TH NuMBER FlND SPHCINC� OF FAFTCn� , - CD�TR�L SEAL vASHER C HVERAGE 6 ❑C -------------- `'�� SPACING I � � = —;, ' � ;i a 3 25 �6 GA U-CHANNEL � �E`� NOT'; � � �r�cr �> BRACE FASTENEO TO �? FpR MnXIMU^'. ' I RAFTER WITH C2) 1/4'x�' i I SPACING IIi II � � SELF-ORILLING ----- -�I! i SCRE1lS FlT EACN END u � il �n PER BRACE) I �i � � 3 II 3 ,o -- ---�-- — 5 --= zb oa 2e cA, cn�vaui2En NEtn� Rpor ' I I'i�nnG WALL PAnE�S fASTENEO Ta RAfTERS �Cn�Giri VnRIE� DEi°CUUING Un� _ � aN0 P�STS �/ITH V�'xl' SD�'S l/IiH NUMBER n�➢ SPaCWG or RnFrr�+c I CO�VTRCL SEn� WnSNEF e nVER�GE 6 C.0 -- — � \" / ' SPaU�uG � I � � I i \, 12 � i � �3 I � \ �? 24' !6 GA U-CHANNEL ! � I� ! BRACE PnSTENED i� ' � RAFTER NiTH (2.) 1/n•xf" r p� $CC NOTES I� � . SEI.F-➢RILLII.'G � FOR MA%IMI1M SCREVS AT ENCH END �° Sr'nCING � (4 PER �RACE) i —�� — u � 2 3 � � 5 I -- �l _ I� I� _ 30' NAXINUH RA�iE� SPqN � TYPICAL RAFTER/P❑ST END FRAME SECTION TYPICAL RAFTER/POST FRAMIIVG STTIE SECY�ON ' SCFlLE 1/8' = 1'-0' SCALE 1/8' = 1'-0' � TS BO�J RFlFiER �� � I � Nt7 SCRFWS REOUIRED In� 9�V EN[] �� �SECURE VITH <4) I/4'xl' S�F'S � � y <EnCI� En➢� � i R ��iL� 24' IE GP, U-CHq��EL B2ACE � <5' t0 i' RqFTER PfISi> 3/16�I�� � I v �h8' 16 GA IJ-CHAN�EL BRnCE B�ELRAIL� l� �'j--�� Knt1Ek P��I � _ So (8' T❑ 14') RAFTER POST) 3/16 l � h;l\IMUr� o Li]N�, ;�in!�U,�f Nf]TF NO BRnCE n7 ENO Vn�L / Ia Gn. iS Mt�p�[ y�q�F: � SET DRACE AT IST POST/FHFTER wI1N (5� 1�� 1' $:,: ' �I I o CONNELTION FROM END WaLL r- I/ , _ cSEE BFACE SEC7ID�V7 �o� � ��__�__01 al °-1 — o� ,-1� CUV7!,�".JOUS fl,�SC I.'AIL I _ �' —'�1T1=—f ('I_f.l'__-I-I 1=�i—_ M�NIM.U4 6' L�\G, N[�IMl1M 1� GA I I—I I I-I I I— I I I _I i I o�� TS M?PLE SECURE B�W RAFTER AND -I I I—I I I—I I I--I I I POST T� NIPPLE VfTH (A) I/4'xl i SEIF-DRILL.[NL FASTENERS 'i I �TS HCV P�ST BOW RAFTER/C❑RNER P�ST RAFTER P�ST/BAS� RAIL � 1 CONNECTI❑N DETAIL 2 C❑NNECTIaN DETAIL ' SCALE N1S � I 1 --� �' � L � I i I i - i6 aa u-cHnNnE� Danc[ FASTE�ED T❑ THE LCG ANI7 � 2 VA' RAG'TER. VITH C27 1/5b.1' 4 SE�G ORILLING SCREWS Ai I. EACH fND (a PER B4nCE� BRACE SECTI�N SCALE NTS � ii i MOORE AND ASSOCIATES DRAVN BY� JRS BF_NNETT I3UlI,DING SYSTEMS,LLC ENGINE�RING AND CONSULTING� INC. HECKED 8Y� PDH �NCLOSED 13UILDING ���T � ����E����' �' � ROJECT MGR� WSM DATE� 11-12-12 CALc� IdYS ,1flB id�� 12flfl7S 11NM1TF�2�D REPR�UCTIQL COP'lING,dt QI}ERNISE tuE OF T}¢S DOCUIE7IT LS sracnACTID�It�ITED AND ANY IIFRIIIGQEM T}fR£UPW MAY BE SIJB.JECT TD LIENT� - HT. 4 OF 12 w�. Na SK-3 EV,� CE SASE T�IL ANCHORAGE OPTIONS FOR LOVV �-11VD HIGH 'WI1o1D SPEEDS � INSTALL V2'x6' EXPANSION ANCHOR THROLIGFI BASE Rni_ WITHW 6' OF fnCH RAGTER POS7 FlLONG SIDES „� INSTn�L t/�',,6 Cxl'nn'SIi1N S WI�TIIIN 6HR]FUE{iC�i SE R(1!L �' MININ.Uh; 2 3/; I � RA�lE2 POSI N�p\G :ILiC`.' � �_��.` '_� EMBE➢N,ENT IG __.____�_ I� � `J a I `� � ' -i� iT=T—'� i=— � , ai � � � � �-__ ' .__ P �- ° � a = � �—i ! � i� —���=� � 1 II —il ;- �, I - I I I--� i LLn � �- a a ; � �- -� I I--i I I I I '—i I I-- � � ° - conrtrvuous rur+i�uv z .v; - 1 I_ � —I I CONCRETE PAVENENT h.-tA]iFf?NLNI = '� I a I I I-I i i i I i i � I'�I � _'_— �n MO�OLf fti[C C�NCRfTE �OOTING � I I I—I I I— ! <3000 PSf NIN.) REI�FORCED j I— i I I � l/ITH (,) ;14'S COnTINUOUS � � _I i �._�. C❑NCRETE M❑NOLITHIC SLAB C❑NCRETE SLAB �AS� � 3A BASE RAIL ANCH❑RAGE _ 3B AIL ANCHORAGE sCa.�E nrs sca�E NTs NI�IMUM ANCHOR EDGE DISiAi�CC IS 6 3/4' MWINUM ANCH�R EDGC DI� IMi_I C i, 3i�1• t GE1�1EI3.AL l�OTES CONCRETE� C�NCRETE SHAL� HAVC A NININUM SPCC[f IED COMPRESSIVE z. wP�HERS i �TRENGItI OF 3,000 PSI AT 28 DAYS C�VER ❑VER REINF❑RCING STEEL Ta� oF FlSPHA�T '—°�"` ""• °'A",`TEa "°" T�irzOUG�{ Il��C B�SF. Rnll nkp f'AVENENT OR /� $CCURE ip nNCHUR tYE WIT11 FOI: FCJUNDATI��S, NI�VIMUN� C�NCREiE COVER ❑VER REINF�RCING aecuNO suaFnc[ � �� �i��• pinMCi,� rfiRUUG�� 9ni.* I B/iRS ShiALL &E PC(� ACI-318: TI '� � 3 ?NCHES IN FpUN➢ATI�NS WHERE THE CO�CRETE IS CaST AGAINS'f �--- nND PERMA��ENTLY IN C�N7ACT WITH THE EARTH ❑R EXP�SED f❑ I � �� ' ' I�— �- 1HE EARTH ❑R 1✓EATHER AND t V� INCHES ELSEWHERE —I I —I I I I —I i I I� I I �--I I I- I I I—� I ( �-��_�_���_��I- I�I� I I I=i I_I-1 I�==1 I i�--=� � REIfVF❑RCING STEEL� I �—� I I--I I I=---� I I==--I I =- I ! I�--I �i I-_� � � I I THE REINFORCI�G STECL SHALL BE �ININUN� GRADE GO - II—il = i !--i� � i �—� � �—� � __� , �- 1 � 1= � �- � � �—� � '� � GALVANIZATI�N� NET�L ACCESSORIES FC1R USE ]N EXTERIOR WALL CONSTRUCTION rsconunuous P.ND N�1" DIRECTI.Y EXPpSED T� THE WEATHER SHFlLI_ BE �AS[ �ni� �ALVANIZED ]N ACCORDANCE WITH ASTN A 153, CLASS B-2. �CTAL P�ATE CONNEC��RS, SCREWS BDL1'S AND NAILS EXPL7SED DIRECTLY TO THE WEATFICR SHALL BE STAINLESS STEEL ❑R Hf]T OOU�LE i1EUx ErE nNCNOF — ' DIPPE� G�LVANiZED �scE narES sc�ow> � REINF❑RCEMENT MAY BE BENT IN THE ,� SH❑P ❑R THE FIELD PROVIDED� � � r�iw-ar.cErEnr is BEnr co�n, 3C GRCIUND BASE HELIX AI�ECH❑RAGE � THE DfANETER ❑F THE BEND, N�EASURED ON THE INSfDE Ci= THE SCALE NTS <CAN BE USCD I pl2 n.SPiiA!_1") BAR, iS NOT LESS THA� S[X-BFlR DIAN�ETERS, AnD ;; REIN�ORCEMENT PARTIALLY EMBEDDED IN CONCRCTE SIIP.LL NO1 BE �IEL➢ UENT HELIX ANCH�R N�TES ` ,^OR VERY DENSE AND/OR CENENTED SP.��DS, C�ARSE GRAVEL i FlND COBBLES, CALICHL, PRELOADED SILTS AND CLAYS USE MI�INUM � C�; �" HELICES WITH MININIJM 30 I�CH EMBEDMENT � 2 FpR C�RA� USC N�I�IMUM (2) 4' HELICES WIfFI MINfMUN 30 [i\CfI EMIiCUMENT 3 �OR NEGIUM DENSE COP.RSE SANDS, SANUY GRAVELS VERY I STI�� SILITS, AND CLAYS USE MINIMUM (2) 4' HELICES W1fH N�IN?N;UN� 30 INCH E�vBEDNENT I 4 FOR L17pSE T� NEDIUM DENSE SANDS, FIRM T❑ STI�F CLAYS AND �IL 1 S FlLLWIAL FiLL USE MINfNUM C?> 6" HFI.ICt=S WITH NiNI�UM 50 INCii ENBEDH=NT ' „ �t7R vERY LOSE T❑ �EDIUN D�i\�SE SANDS, �IRM TC� STIFFER � CLAYS Fl�D SILTS ALLWIP.L FILL USE MININUM C2) 8' HELICES WiTH MININUN 60 INCH EMBEDNENT � I' !� MOORE AND ASSOCIATES DRAVN BY� JRS BENNL'I"I�BUILDING SYS"1'I:MS,LLC ' ENGINEERING AND CONSULTING� 11VC. I�CKED BYi PnH FNCLOSF�Bu1LU�NC a �t¢s DoCUENT IS TrE P�RTY OF IIOOitE A1ID ASSOCtATES' p1C' TtE ROJECT MGR� WSM DATE� 11-12-12 SCA�E� NTS .RlB id0� 1211YS �MIAl1T1�D�IDM. C�PYA�G,�R QiHERVtSE luE ff' THIS n�CU11ElJT IS ��n'�YCr��Iren Mm�wr nFen+r,o�tr�t�aN w�r sE sus,�cr Ta LIENT� - HT. 5 OF 1P DWG. PdO� SK-3 �/,� � BOX EAVE RAFTER END WALL AND WALL OPE1�1I1�1GS i 1 sEE N�res sEE NO�ES I (PAGE Z) (PHGE '�'.) ��R MA%iNU�M 4 FOn' MA%!MUk '� SPACING 4 8 SPaCiNC '. � 8 !� 3 \� ,_ ��� o / ____- ^ I6 8 I g ❑PEVIf�G GUR � �\ L� � ROLL-uP O�OR WITH Q J —y NON-STRUCTl1RAL / HEA�ER I e e I a fl �A �-- —" — — OPrI�u F'�R ` �ii g vI�HGNUN D'iFUCIUF'�I. HCFl�.R TYPICAL BOX EAVE RAFTER TYPICAL B❑X EAVE RAFTER EN� END WALL FRAMING SECTI�N WALL �PENINGS FRAMING SECTI❑� SCALF 1/8' = 1'-0' SCALE 1/8' = I'-0' I e�x EnvE earrEe�Pas� /$$EN�B�Y 1.j � I � � 9 6 7 9 8 8 6 l II � _ I �, � pPENf�G `OR � iNf[RIOR SfllL � /'OPENING FOh WIN001/ j T� I'il;l ROLL-UP DOOR �JITH N�TH NON-STRUCTURAL I N�N-$TRUCTURnL HEADER ANO WINDOW vEnllCR_ RAIL <ALS❑ HPPLlCA6LE �- TO END VaL.�S) � � I � ➢OOR/fRnMC l/�� xl :ill` I 10 A A 7 6 /+SSENQLY ;. �? p� 9 r Q _ -� I _ _— � � �_€�___._J. , ❑PENING FOR � SWI�GWG DO�R � �I�T� � WITH NON-SiRUC7URA� e r Hcn�ER CY,TERIOR SIL1C TYPICAL B�X EAVE RAFTER � SIDE WALL ❑PENINGS FRAMING SECTI�N SECTI�fV A—F� �' scA�E !�a• = i•-o• sc.a�r ni s { I � �I � � �i �i i� � MOORE AND ASSOCIATES DRAWN Bri JRS BENNGT`C 13UILDING SYS"1'EMS,LI.0 � ENCTINEERING AND CONSULTING, INC. HECKED HY� PDH LNCLOSCD BUILDING ���T � � �TM ��� ����' n�' � R�JECT MGR� VSM ATE� 11-12-12 SCRoLE� Id7S .108 Pf�� i2117S � UNMJi}�t�D REPR�UC7'IDi.COPTDiG. OR G7NERMtSE USE ff T1¢S D�CUIENT IS LEGAI_ACTID�t�t1IDI7ED A!m ANY nF'RII/GOQtT T}EREI�i MAY 8E SUB,IECT 7U I IENT� — T. 6 OF 12 DWG. N0� SK-3 EV.a 0 BOW RAFTEI2 END WALL AI�D 'VVALL OPEl�TIl�T�� sEE norES .;[[ noi�s <PAGE 2) 4 <PAGE 2> FOR MAXIMUM H FOR hll�%I:?UM � SPFlCING � �1�ACIn:. � �� �'�` II ' __ i t - � � � � ' 6 8 ��- �.-C B i�F7 �C� I \\f3� � G� I I 1 5 7 ` � I � 8 8 fl d � _ _ I f ��fJf'CNING FOR I ..WlNGING ll�Clk 7 J I � virr� nnN-siWUCiu��n� �� �isnur_e �j TYPICAL BOW RAF7ER TYPICAL B�W RAFTE� Ei�� END WALL FRAMING SECTIDN WALL ❑PENINGS FRAMYNG SECTI❑N � SCALE 1/8' = 1'-0' SCALE 1/8' = 1'-0' �DOV RAFTER/Pf1ST �� ASSEkBLV � ° \ - `7 � 9 G 7 � 9 8 g 6 7 8 8 � �PENING FOR UPENING FOR WINO�V ROLL-l1P DO�R 1JITH INTER[�R SIDE -- rS PpSI NON-STRUCTURAL u1TN �'�7N-STRUCTURAL I �� � HEA�CR � HEAGER aND �dINDO�/ ---� � `� RAfLCALSO APPLICn�LC T� END WALLJ) I ____ �� 70 � q A A � 6 ❑ODR/Fh'AMC I r 8 B ___ �i l/.•.,I 3I]F �j � FSSEMllI_Y / L :� �C: , �PENING POR � -�_I � SVINGING �OOR 8 _ WITH N0�-STRUCTURAI. HEAOER — TYPICAL B�W RAFTER SIDE FxTERIC�R s,�E �; WALL ❑PENINGS FRAMING SECTI�N SECTI�N �—� �� SCALE 1/8' = i'-0' SCAL� NTS i �� I � I � I d MOORE AND ASSOCIATES RAWN BY� JRS I3ENNETT BUILDING SYS"I EMS,LLC � ENGIN�ERING AND CONSULTING� INC. HECKED HY� PnH FNCLOSr-_D QuiLViNG ; iHIS DOCI��E?!i fS Tif PR�ERTY �'I�tE IMm ASSOCUTES.IIIC. TE unµm�Rl2En REPn�UCTIDN, caPYn�G,ot p7►�stycSE u� �rag yp� � JECT MGR� VSM ATE� 11-12-12 SCALE� P17S J0� Pdp� gZ117S STRDCTLY PRaQHT1ED AND M!Y DFROIGFJENT TFEREI�OI XAY HE SUB.IECT TD ���� �T� - SHT. 7 OF 12 bG. N�� SK-3 EV.� � 3 BO� EAVE Rr�FTER VVALL OPEI\1ING DETr�ILS ,a /-TS RAF IEi: NIJSI iC�RNF^.: � �3/16 � fS RA�TER hIPFl�E i0 /�nlNi�'�UM 6' I.OnG, MINI�Wo-+ OASE RAIL 3�i6 IQ GFl TC NIPPtE. SCCURC WITH (6� !/n'xl' SDF'S � �i I 1/2'..1 1/2'v:' 16 Cn. �I_IP / ANGL�- S�C�RE 7❑ RAF�ER �o� °USI ANll BASt RAIL v�<�U _2.x2'X2' 16 GA ANGLE GIIP I o i t/4 al' S!7F'S SECURE Tp PpST AND a RAFTER WITH 1/a'x1' S�P'S � � + 2 On� TOP AND 2 aN SIDE —'I �=T� Tf--f� i=-=T�' -`TS ENO �OS7 ' I !-I I I-I I -I I I I I i � - -i � i-�i�-ii �=, ii- ; TS CONIINUOU$ [L�SE RAI� � END P�ST/RAFTER END P�ST/BASE RAIL � C❑NNECTI�N DETAIL 5 C�NNECTI�N DETAIL I � SCALE NTS SCALE NTS ; _� { �� l�', n �i i� Ts �r.usscn aarTC� a,u�,ii. � ❑F nor�-sTr.uciurzn� 4Enm_F S � � - TS R�FiCR POST LS ENO P�ST OR 2'x2'X2' lh .A r�,N�L� CLII� OR END P(IST OO�R WINDOW SECUkE iU PLIST it ACII fRAN�E POS* SI�E: nN!7 Rn(lEF' — --2'>2'X2' :6 GA nNGLE CLIP CHORD/Rn1i WI1H I/i'.:1" $ECURC T❑ POST PND EITHER SOF'S 2 ON SL)I111N� ANU , TOP D� HEAOER, OR ➢OTTOM – �N SIDC OF WIN➢CW Rnl� vRH i/4'>1' SOF'$ NOII_ �I I:�LL-l1P U:J[iR ❑PF.NI�LS, f'OST SHOULO yf. TS NON-STRUCTURAL FlUS11 41T11 RAfL CNU CLIP 1 HEAt�ER, BFlSE Rn[L. PQST !❑ Rq[L D�LY ❑f. Slllk � �R WINOOW RnIL - �PPI]$If� iHE �PFNINC� ' �^ TS I.�O\-STRtJCTURAL HEAOER ( -----f I OR WInGOW RAI'' N❑N—S7RUCTURAL HEADER P�ST T❑ N�N—STRUC�ffJRAL. B--IEA�IER, r�, ❑R WIND❑W RAIL T❑ P❑ST BASE RAIL, ❑R WIND❑�d ff�AIL �� / 6 C❑NNECTI�N DETAIL 7 C❑NNECTION DETAIL 4� '1 SC�LE NTS SCALE ��TS { \ � i �'� I i, k' G �, �� ., MOORE AND ASSOCIATES DRAWN BY� JRS BCNNCT"I'BUILDING SYSTEMS,LI.,C � ENGINEERING AND CONSULTING, INC. ECKED BY� PDH ENCLOSrD BUILllINC � � ��T � � �TM � �� ����'�'� JECT MGR� VSM ATE� 11-12-12 SCALE� NTS .1�B id0i 12117S Utd�l171flRRED R�. C�YIt1G, �R QitER�vtSE ItSE OF iHIS DOCIAENT IS STRtCiLY PR��ITID Alm ANY D�RD�QElJT TtERE1POd MAY BE SUHJECT TO �'N-�T� LIENT� - SHT� 8 OF 12 DWG. PdO� SK-3 E�i,o fl i 9 IiOX EA'VE RAFTER 'WALL OPEli1I19TG DETr�ILS � � ;, ; �iar>�[ to'���� ', AASE RP.II 3/LG — 1 NIPPLE TO"�/16 �I� OR RP(iERrvl)S1 — RASE R4[L 3/16 � I /��IINIMU.M n' Lf7nG. N,IfJIMU�� � ;°�1 / 1S GA iS N!PP�E SECUI2E !°� I° MINIMUN 6' LONG, +tINIMUM I � �1f��1 �5) t/a al SFLF-URIUlN6 IS GA T$ NIPPLE SECURC EACH — o�� FA.�,'TENCRS � �Q�, �o� WITH (`) 1/4'xl' SELF-DRILLING ___� � , FFlSTEN_RS I �TS FpST � � II ��. �— G t/BI i� -DDUHIF 1; HtPI)LI� �� DDUBLE HEADER/P❑ST RAFTER PfJST/DDUBLE HEAIIE� 'i � 8 CONNECTI❑N DETAIL �9� CONNECTI�N DETAIL �j SCALE NTS SCALE NTS �� � � � 1 M i' I � V 2' _ �I - I / I1 F'G�1 � �— I / � TS POST L� 3/16 f�'IP('LC f❑ --NIN�NVN, 6' LOf�'G, MININ,UN� i� .;���' dASE RAIL � l4 GA., TS NIPPLF SECURE EnCH 3/16 ��I I�I yI7H c4) I/4•x1' SEIF-��[LIING � � t2 f:'_ �� � FFlSTENERS uol �lo I ���TS C�NTWUDUS �_� � BASE RAfL �_—__ I' �- CLIRTnIn' —� !fi Cn G T,�IiI�;II �,;��i=1�� �- ---_�� � = I �—� �—� : 1=1 I I— - �_- �i 2 �,��� --- f I RAFTER P❑ST/BASE RAIL SECTI�N THR❑UGH RClL� L9F' � C lO C�NNECTIDN DETAIL D❑❑R HEADER �� SCALE NTS SCALE �'TS NOTE CURIAIN 1S 26 GA. �:�LVFl�IZEU �' � SIEEL WITIi BAKED pi� 1=P]XY PP.INCR � € P�LYESI�R T�P i:UAI ? i k' � MOORE AND ASSOCTATES DRAWN BY� ,1RS S�NN[:"I°I'BUILDING SYS"1'EMS,L.L� ENCLOSLD I3UlLD1NG ENGINEERING AND CONSULTING� INC. HECKED BYi PnH w � � � ��TM ����u�'� � PR�JECT MGR� VSM DATE� I1-12-12 SCALEi NYS B N�� 12E?7S UNAU�}�sED�P�UCTION. COPYIIJG.OR Oif7E7tVISE US£�' iT4S DOq1ENT IS STRICTLY PRO�ITE� AND MIY DFRINGElEM 7}EREIPRI MAY BE SUBJECT TO �M'���' IENT� - SHT� 9 �F 12 WG. N0� SK-3 EV,� 0 BO� EA'6�� RATTER LEAIiT-TO OPTIOIi1S � r R � �� � �a �� ,� Q � 24' 16 GA. U-CHANNEL �I BRACE FASTENED 7U 12 .i RA�TER WI7M <2)Va•xi __ SE�F-DRI�!ING �� /� \ ? $CREWS AT EACH ENO ` � 1 { <a PER �RACE) ��,_'_`� � i ''-���� RO�F C%TENSION OPTI�N Nn1ie STRUCTURE STFlNOARD LEAn-?0 G?T;ur�` 2 I 3 2 3 2 3 2 3 3 I 5 _'.___ 3 5 _ _ 3 _5 _ ��- J� � � TYPICAL B❑X EAVE RAFTER LEAN—T❑ ❑PTI�NS FRAMING SECTI�iV CB❑TFi ❑PTI❑NS SH��dfV) SCALE 1/8' = 1'-0" � i � I (� rs eox Env� �n�TCr. 3/16� \ I NIPPLE 7❑ 1I--/�- �"" � RAFTER /3/16 V , --SECURE WtTH I 12' ��.NG TS 14 GA (4) I/4'xl' S�f'S NIPPLE SECURE POST ,` / (EACH ENO) 7f1 N�PPLC IJITH � � _i (4� I/4 al' SDf'� �,,/° �- i o' � 2'x2'%l' lb l,r� ANLLL ',LII' �'"_� I � / SF CII:E !❑ PO$I A�:il , � � � j i:�F1CR WITH 1�4':.!' SUF'S � 2 ❑N 1!7P Af�II r ;lN [3p(T(7�. �1 I L°� ' 6' 24' 16 GA. U-CNAl.NEL DRHCE �—�_ �-I_ f2�f ifl• � IS E%TENS[�N c5' TO i' POST) �z ' Rn�TER . or, ��_ _ A8' 16 GA. U-CH�NNEL DRACE "---__ �� c8' LO In'> POST> '-- ._:{ NOTE N� 9RACE PT END VFlLLS (SCE ARACE SEC7IOn�> TS RAFTER POSI� ' MINIMUM 6' �I]NG, MIN[N,UN� l4 GA., �d TS NIPPLE SECURE POST T� NIPPL.E �T� �2/+I TEk POSi � WI'fH (4) 1/4'.1' SD�'S � 1 � SIDE EXTENSI❑N RAFTER/ LEAN—T❑ RAFTER T❑ RAFTER ' 1� CORNER P�ST DETAIL 12 P�ST C�NNECTI�fV Il�T�4IL SCaLE NTS SCALE NTS �/ �� !''� ki 1 a I �I � MOORE AND ASSOCIATES DRAMM HY� JRS BENNG'C1'BUILDING SYS7'LMS,L1,C ENGINEERTNG AND CONSULTING� INC. CKED HY� PnH �NCLOSEr��v1i,�iNCJ � �¢S DOCUtNT IS T►E P�a�TY oF ImtE A1� A�C��'p� 7� JECT MGR� WSM DATE� i1-12-12 CALE� IdTS ,�B N0� 12fl1�S UHAtrTt�RIIED REPR�IlCTION.C�rniG. Qt m1ERVlSE USE OF ituS DOC�ENT IS LEGN_ACTID�L�IiID MID ANY nF�tIIXiQQlT iT�iElPdi MAY BE�T TD LIENT� — HT. 10 OF 12 ��, Ha SK-3 EV,i p BOW RAFTER LEAI�-TO OPTION ', � �t �� � `24' !6 GA U-CHA�'NE� � M1 BRACE FASiENEO TO RAFTER 41TH (2) �/A'xl' SEL�—ORILLING SCREVS AT EACM EN� (n PER BQACE7 2 3 � 3 � 3 9 5 A 5 4 5 TYPICAL BOW RAFTER LEAN—T� ❑PTI❑N FRAMING SECTI❑N �1 sc��E iis• = i•-o• � , TS BOV RAFTER � / al SECURE �/ITH (A) 1/4 xt' SUF'S (FACVI EN�) �� I i —24 t6 GA, U—CHANNEL BRACE (5' TO J' POST) o� 48' L6 GA U-CHaNNEL f3RACE � 2'x2'X2' 16 GA ANGLE CLIP Ce' TO 14') POST) SECURE TO POST ANJ � RAFTER WITH I/4•xl' SDF'S + NG7E N� DRnCE AT EN➢ NAU S 2 ON T0� FND 2 ON BOTTOM -- -- - (SEE BRACE SECTI�n) 7S RA�IER ° � oq � � MINIMUM 6' IONG, M�NINUM IA GP. 1S RnFTER POST TS NIPPLE SECURE BOW RP.FTER Ak0 POST T❑ NIPPLE VITH (4> 1/a'xl' S➢FS LEAN—T❑ RAFTER T❑ RAFTER 11 P�ST C❑NNECTI❑N DETAIL ` S'CA�C NTS r i i� � i, 1 fl i MOORE AND ASSOCTATES DRAVN Bri JRS BENNETT I3UILDING SYS']�GMS,I,LC ENGINEERING AND CONSULTING, INC. CKED BY� PDH �NCLOSED BUILDING �� � ��T � � �TM ������' n'�'� JECT MGR� VSM ATE� 11-12-12 CpLEi NTS ID �df7� 12P17S � UWIT1UIt�S RfPR�UCTIQL C�YD�G, �R QTF#�tYIiSE l7SE ff TN[S DOCUElIT IS STRiCTLY PRa�IiFD AND ANY pFRD!(iE?a1T TFEAEI�I MAY 8E SUBJECT TO ��'���' LIENT� - SHT. 11 OF 12 WG. PI❑� SK-3 EV,� 0 - • BOX EAVE RAFTER VERTICAL ROOF OPTION � 26 OP 29 Ga. GALVFlIIZEU `tETA� CGOF �P.4NELS FASiENEU TO PURLINS V1 �� 1/4 .I' SDF'S VISH Ci1NiROL SEAL WASNFR f AVERAGF ( ❑.0 I SPHCI�'G _O � i2 3 �� -�� i? 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