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HomeMy WebLinkAbout1301 S Park Ave 18-2426; NEW PERGOLASp ifyOl F; �A Y�Buil�li�rg & Fire Preverrtivn Division� SF �Y Z 2�i1 P�rzMrTanPLIc�Troly r111 CZ 0E['Aa'l"al:i ti � I No: Documented Construction Value: Job Address: /1 9` U� CiuG� /W -S., /2wk Alkfistoric District: Yes zNo❑ Parcel ID: Residential❑ 'Con tnercial❑ Type of Work: New❑ Addition[] Alteration❑ Repair❑ Demo ❑ Change of Use[] Move[] Description of Work: 1157e J -/W(% Fe5 &- 0_As_ b 0�01_ , 1, PA -POS Plan Review Contact Person: c j/(4 AJACV Title: Phone: tfDf/�c� Fax• Email: `�Irci y1Q ��a�arP �O�r, Property Owner Information O Name lG /L�>� Phone: � �-� Street: /�l S llgae �}t/� Resident of property'? City, State Zip. `S N I-4 76 0�771 Contractor Information Name SPhone: Street: Fax: City, State Zip: State License No.: Architect/Engineer Information Name- � KAOMF Phone: 907- Street: 07" Street: 0&0 Off' tO-6 4� City, St, Zip: GLG� f� ,�, Tk- x:-70 f Bonding Company: Address: Fal: E-mail:�`� Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING 'TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NO'T'ICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE TrIE FIRST INSPECTION, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN AT'T'ORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. C1 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I tuttierstand that a separate permit nutst be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shatl be inscribed with the date of application and the code in effect as of that date: G°i Edition (2017) Florida Building Code Revised: January 1, 2015 Permit Application CL 13th STREET 117.00' SCALE : $" = V-0" a� aoml $00 di ;-,Urf)c�!-!ALLB C�Q�1�'>CRU i)70L3TA tir-l;i`f;C1`T HE WORK A T (f�CjC/iC 11 [!FI,rCP.NCEL,AI.TERLOF;0Er�, OF T, 1i.: Pr'+Qvis!oFls OF THF'TECHN!CAL Cjr ;i`,i:; iai`!? .>HALL. !lost FuJ�;t OF A F'ERNAI' PFIEVENT I(iA!�ir(RF{ URSFTER I�t PLANS, ,....)�l{3t•.t.: 0p,v!a?J�;rioi\iS or Taus coop mWSNF (0 GENERAL NOTES AND REQUIREMENTS L °'ro < All work shall comply with the 201 7 Florida Building Code -Building and all 4R r'_ a�W o 2 other applicable rules and regulations. E c0 O -o v c 0 U ® 8, 2. The plans and specifications are the property of the Architect and shall not 0 0 be used or reproduced in any form without the expressed written s - (.rn permission of the Architect. L-^ �_ (- //�-) L 0- 3. The Architect shall not have control or. charge of and shall not be C[ o ° E 2 responsible for construction means, methods, techniques, sequences or o procedures, or for safety precautions or, programs in connection with thej work, for the acts or omissions of the Contractor, Sub -Contractors, or any other entity performing any of the work, or for the failure of any of ® _ Lo CL them to carry out the work in accordance with the contract documents.r- 4. The General Contractor and all 5ub--Contractors shall verify all conditions, Q� C.) ¢ C) (N � o details and dimensions before proceeding with the work and shall be 7 � o �, Q 3 responsible for coordination of the same. Architect shall be notified of any (Jiscrepancies. U) a) .2 5. The General Contractor and all Sub -Contractors shall employ all ® necessary safety precaution required for his scope of work. These cn Y o precautions shall include protection for other Sub-Coritractors as well as o ; the general public. All safety precautions shall be coordinated with the O E project superintendent. N G. Job superintendent shall verify all dimensions in field prior to commencing work. 7. Dimensions supersede scale on drawings. DO NOT SCALE THE DRAWINGS. W W 6. It is intended that all work be first quality, and accomplished in a workmanlike manner by skilled craftsmen using accepted practices and Ci) method appropriate to the trade involved. co 9. All products and materials shall be installed as per manufacture's guidance U) �- 06 and specifications unless specifically otherwise directed by the Architect. W 10. All 5ub--Contractor5 and Suppliers shall be responsible for coordinating : their work and certifyincj that their products meet FLA/ADA Standards. 0 W 0 . All Sub -Contractors and Suppliers may submit alternate bids for similar or equal systems, equipment or materials for approval. These alternate shall (� be clearly indicated and separated from the base bid. The suggested Q changes should provide the same quality or workmanship and not diminish 0- 0 LL the function on the item or trade. Alternate bids will be evaluated for ® � z possible approval by the Owner and the Architect. Q W < W 0 12. Unless otherwise indicated, all Sub -Contractors and Suppliers shall n- 0 provide guarantees based on industry recognized standards for their (� products and services. In no case shall these guarantees remain in effect for less than one year from the date of substantial completion. U) W 13. Sub- Contractors shall provide the General Contractor with such plans 7117 and information as may be required for the issuance of Acceptance Certificates. U) 14. The General Contractor shall be responsible for obtaining all applicable permits. 15. All work in question including delivery of materials, contractor's work schedule, parking and site use, finishes and colors shall be coordinated with the Owner. G. All fabricated items shall be made from field measurements. Frovide shop drawings or submittals for approval prior to fabrication. 17, if applicable, the fire alarm supplier/contractor shall be responsible for submitting plans and obtaining all applicable permits for fire alarm renovations required to meet the code. 16. General contractor and all sub-coritractors shall not avail themselves of any unintentional error or omission and shall be charged with the OFFICE responsibility of furnishing a complete portion of his contract according to the reasonable implied spirit and intent of the drawings. Change orders will not be granted after the contract is signed, unless they can be substantiated as an unforeseeable item, beyond and general intent and scope of the work. PE ,MIT #� .2 �� Z 19. All Bidders and Contractors are required, before submitting their proposals, to visit the site of the proposed work and completely familiarize themselves with the nature and extent of the work and any local -� f condition that may in any manner affect the work to be performed. 20. All Contractors are required to examine carefully the drawings, specifications, and other documents to inform themselves thoroughly regarding any and all conditions and requirements that may in any manner A-1 affect the work. SITE FLAN ISSUED 5.10,18. 1 I w I R7 U 1 x81 RAFTE S 1I I I i I O (n .r_ Cc 2 5 0. F. '. 1 (n O 2 � � m Q 2- H9- DOOR K TCHEN I REA I I 1 I I I 1 I 1 __ 1„4__@�2 2x SHAD SCR E O.d. I D � Q Z Q a� o zn� >o ✓ I O CD s 2 PERGOLA,#2 FLAN A2 SCALE” 1'-0" a� TYPICAL 6x6 P.T. COLUMN �— EMBEDDED AND ENCASED WITH CONCRETE; SEE DETAIL 2x12 BEAMS SECURED TO 6x6 COLUMNS; SEE DETAIL THIS PERGOLA #1 PLAN SCALE "' = 1'-0" TYPICAL 6x6 P.T. COLUMN EMBEDDED AND ENCASED WITH CONCRETE; SEE DETAIL DECORATIVE END— CUT TYPICAL FOR RAFTERS AND 2x12 BEAMS SECURE NOTCHED 2x8 RAFTERS TO 2x12 BEAMS WITH USP RT -15 CONNECTORS SECURE 2x12 BEAMS TO 64 POSTS WITH (3) "' DIA. x4" LAG SCREWS 6x6 POSTS; SEE PLAN FOR SPACING 2500 PSI CONCRETE ENCASEMENT RT15 - TOP VIEW 18" SET PERGOLA #1 STRUCTURE AT HEIGHT TO AVOID INTERFERENCE WITH EXISTING BUILDING OVERHANG, APPROXIMATELY 9'-6" ABOVE GRADE; PERGOLA #2 TO MATCH 2x2's 0 1.2" O.C. SECURE TO 2x8 RAFTERS w/ NON -CORROSIVE FASTENERS WHERE 2x8's ARE SPLICED AT END-TO-END CONDITIONS, INSTALL SIMPSON TP -35 SPLICE PLATES 2x8 RAFTERS © 26.5" O.C. SLOPE CONCRETE AWAY FROM POST FOR DRAINAGE ° N d• • Q q. BRICK OR CONCRETE ° BLOCKING ° TYPICAL SECTION SCALE 3" = 1'-0" 0 0 RT15 - FRONT VIEW RT13 - SIDE VIEW RT15 TP -35 INSTALL CONNECTORS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS USING RECOMMENDED FASTENERS FRAMING CRITERIA 1 NEW CONSTRUCTION HAS BEEN DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE -RESIDENTIAL 2017 CHAPTER 3 "BUILDING PLANNING", SECTION R301 "DESIGN CRITERIA" 2 WIND DESIGN CRITERIA: ULTIMATE DESIGN WIND SPEED (Vult) - 3 SECOND GUST : 139 MPH [FIG. R301.2(4)] NOMINAL DESIGN WIND SPEED (Vosd) 108 MPH [WIND SPEED CONVERSION TABLE R301.2.1.3] PROJECT DOES NOT LIE IN WIND BORNE DEBRIS REGION [FIG. R301.2(4)] EXPOSURE CATEGORY: B (FBC 2014 SECTION 1609.4.3) RISK CATEGORY: II (FBC 2014 TABLE 1604.5) BUILDING MEAN HEIGHT IS LESS THAN 30 FT 3 STRUCTURAL FRAMING LUMBER TO BE PRESSURE TREATED N0, 2 SOUTHERN PINE ISSUED 5.10,18 A-2 PERGOLA PLANS & DETAILS w R7 U n O (n .r_ (n O 2 � � m Q v Q U) 06 w D � Q Z Q a� o zn� >o ✓ I O CD s 2 U �.; O� r o J (L 0 0 1 z .0 c d- ° cn z W woE -v o 0 CJ I® oEO w L V 0 coo U 1E1� NE U O)O ® Q cll O C ;-, �.. CL 0 . te Lo L. o C ccao PP1� `J CL a. O L- M Q Q' LL c: Q a� •� ro� N 0 7 � w �ca� L •L E Q 'a 0 SZ O Q D o rn v! C C ro22 Y o c� � w 0 O E (i3 A-2 PERGOLA PLANS & DETAILS w w n U) C'r7 U) 06 w D � Q Z zn� ✓ I L U J (L 0 0 O� z c U) z W 0° 0 CJ I® w 0 U A-2 PERGOLA PLANS & DETAILS