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HomeMy WebLinkAboutSUBMITTED PAPERSr� V_ OFFICE USE ONZY: Date: ") D� rl ?� Fee Due: Receipt# Permit PL- INNING & DEVELOPMENT SERVICES tB1 I➢TNG & CODE REGULATION DINnSION P06�— pvu� r�y 2300 Virginia Avenue ` t. Lucie Ft. Pierce, FL 34982-5652 '\ �O Un t y 772-462-1553 13 O 5 3 0 APPLICATION FOR ALUMINUM STRUCTURES PERMIT ALL INFO MUST BE COMPLETE&FILLED IN TO BE ACCEPTED 1. LOCATION/SITE ADDRESS: 2. PROJECT NAME: PROJECT INTORMATION SITE PLAN NAME: 3. PROPERTY TAX ID #: I D -tS6 a - Qo 3 `a - OC 4. LEGAL DESCRIPTION (attach extra sheets if necessary): 1 �� ) -f) �-- JIG S 5. PLAT B0676 ` o�s PAGE -7,33X- 4 -'13 BLOCK LOT_ 6. PARCEL SIZE: ACRES/SQ FT. `'C LOT DDvIEN11SIONS �016- '3) X t �j , 4 t � 7. SETBACKS (ACTUAL) FRONT:. BACK: -J_t_ RIGHT SIDE: LEFT SIDE: Iv �I� m 2 t,� •5 8. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND ENR' Y TYPE OF STRUCTtRE) TYPE OF CONSTRUCTION N = New A = Addition. R = Rebuild SG = Slab on Grade SR = Raised Slab WD = Wood Deck DIMENSIONS SQUARE FEET OF CONSTRUCTION ❑ SCREEN ROOM ❑ NEW ❑ EXISTI IG X ❑ CARPORT/PATIO ROOF ❑ NEW ❑ EXISTING X ❑ HABITABLE GLASS ROOM ❑ NEW ❑ EXISTING X ❑ CAT 1, 2 OR 3 SUNROOM ❑ NEW ❑ EXISTING X ❑ ALUMINUM COMP. SHED ❑ NEW ❑ EXISTING X POOL ENCLOSURE NEW ❑ EXISTING X a% ❑ M H ROOF OVER ❑ NEW ❑ EXISTINTG X ❑ ROOF SYSTEM OVER EXISTING ACCESSORY STRUCTURE ❑ NEW ❑ EXISTING X ❑ OTHER: ❑ NEW ❑ EXISTING X ❑ ALUM POOL FENCE Linear feet TOTALSQUARE FOOTAGE OF CONSTRUCTION (� 9. VALUE OF CONSTRUCTION: S r(Y)a-6v The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of constriction if it is demonstrated that the submitted figures are not consistent with similar types of constriction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted PRIOR TO FIRST INSPECTION. SLCCDV" Form No.: 001-02 Aev.04126,2010 1 OWNER INFORMATION I"T A4E: ,� , ADDRESS: O `> �� V IGA- r) o CITY: - _ P1 e,ires— STATE: P(- ZIP PHONE (DAYTIME): � `�b'r �� �-� EMAIL. FILL IN NAME AND ADDRESS BELOW IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE: FEE SRVIPLE TITLEHOLDER: ADDRESS: CITY: STATE: ZIP PHONE (DAYTIME): CONTRACTOR INFORMATION yy STATE OF FLORIDA REG./CERT r: _ � Qi�-�rS� ST. LUCIE COUNTY CERT BUSINESS NAME: QUALIFIER'S NAME: e S �.. /yN �y � ADDRESS: �o l_O NLY Y1 �rLi G� b v-: l�t/1 4'LJ CITY: 44- . � e Cue STATE: ZIP . P14ONE (DAYTIME): a2 (�'6 7�2. FAX NO. �`l o? ' Ll(c 5� email: GU✓ Ml ik�� b/ ARCHITECT/ENGINEER: ii VAC ©C ADDRESS: , 't � .. IV I CITY: C'� ,V Gc�Cv�P r STATE: . ZIP 5 376 Q P14ONE (DAYTIME): - 50P.22) NOTE: IF APPLICABLE, SUBCONTRACTOR AGREEMENTS MUST BE ATTACHED TO APPLICATION FOR ROOFING, ELECTRIC, PLUMBING, AND HVAC ZONING REQUIREMENTS All such structures will be subject to the requirements of the ST. LUCIE COUNTY LAND DEVELOPMENT CODE. ❑ 2 scaled plot plans shoring lot size, dimensions of existing host structure, and proposed aluminum addition. All setbacks including front, side. rear and distance between adjacent property structures in MIi Parks shall be indicated on the plot plan. ❑ 2 sets of color photos for all stone damaged areas to be reconstructed. One picture must include house address number for inspection verification. ( not required for construction unrelated to storms) OFFICE USE ONLY SECTION TOWNSHIP RANGE 14tAP NO. ZONING 2�.{J LAND USE � LOT CVG % Additional Pennits lured REPORT 1� BIMS FEE A4ISC PEES TOTAL FEES CODE Y BUILDING 8 ZONING REVIEW . - FRONT PLANS VALUE OF CONSTRUCTION REVIEW COUNTER ZONING SUPERVISOR EXANUN%ER VEGETATION USING ICC TABLE DATE COA9PLETE y / INITIALSP�A PLANT REVIEW SPECIFICATION CHECKLIST PLEASE PROVIDE ONE OF THE FOLLOWING: ❑ 2 Sets of Detailed Plans: Dated, Signed &. Sealed by an Engineer or Architect holding a Florida State professional license. ❑ 2 Sets of Detailed Plans: Designed in accordance mrith the AAF Guide to Aluminum Construction in High Wind Areas. ❑ 2 Sets of Detailed Plans: Designed in accordance Mth any Approved Manual per fs-489.11.3. (I) ANTY PLANS SUBMITTED WITHOUT COMPLYING WITH THE FOLLOWING SHALL BE RETURNED WITHOUT APPROVAL. ALL PLANS MUST BE IN INK AND ANY NOTATIONS IN PENCIL'NULL NOT BE CONSIDERED A PART OF A SUBMISSION. Allplans must be legible and must be designed in Architect's Scale on pages Arbich are 81/2" x 11" or larger. All relevant tables & details, if using a manual, must be properly highlighted and must match design checklists & drawings. The plan view must include all dimensions; the location of the host structure and all materials must be sized and identified thereon. All elevations must be shown, including 4`s wall detail, dimensions and all material roust be sized and identified. All primary and secondary carrier beaus, spans, spacing, gauges must be sliown [Example: 2" x 8" x .072"]. All methods of fastening or other details which are relevant to the design roust be identified on the Plans. All upright column heights, sizes, spacing and gauges nurst be shown as follows: [Example: 3" x 3" x .050"]. All chair -rails, roof purlins, girls, channels, knee -bracing, k-bracing, cable bracing or any other required component must be sized and identified. All ridge beams and super gutter or fascia attachments must be identified. All roof pans or composite panels, with gauges and spans, must be sized and identified. All footing, slab and ISO pier desisns must be on the plans, per the Architect / Engineer's plans & specifications. All light metal alloys kvinich are utilized shall be designed in conformity with the Florida Bldg Code of 2010, Chapter 20. Barrier railings, if utilized, shall have all materials, fasteners and height specified and shall have self -closing, self - catching gates with picket spacing. (II) SITE CONSTRUCTED SHEDS, HAVING ANYALUMINUM COMPONENT, SI-LALL MEET ALL OF THE ABOVE REQUIREMENTS AND THE FOLLOWING ADDITIONAL ITEMS: (A) 2 copies of the current product approval [i.e. N.O.A. or State of Florida approval] N;dth tine proposed "opening" or cladding component highlighted and with fasteners and design pressures, per FBC 1714, clearly identified. (B) 2 electric schematics, in accordance 1, ith the N.E.C., if applicable. (C) Design pressures, per ASCE-7, identified on the openings of all Plans. (III) HABITABLE ROOMS/ADDITIONS DESIGNS SHALL MEET ALL OF THE ABOVE REQUIREMENTS, EXCEPT AAMA SPECIFICATIONS, AND CHAPTER 13 OF THE FLORIDA BUILDING CODE. (IV) SUNROOMS (as defined in R202 and FBC 2002.6) MAY BE CONSTRUCTED, SO LONG AS THEY MEET ALL OF THE ABOVE REQUIREMENTS AND MUST BE IN STRICT COMPLIANCE WITH AAIv A/NPEA/NSA2100.02 AND MEET THE FOLLOWING ADDITIONAL ITEMS: (1) The designer or engineer will state on all Plans, which Category of Design [3.1.2] will be used, inclusive of the definition. (2) If designing a Category 4 or Category 5 stricture, as defined in the current. Edition of 3.1.2.4 and 3.1.2.5, proper energy calculations and long form equipment sizing calculations shall be required, pursuant to Chapter 13 of the current State of Florida Building Code. (V) MOBILE HOMES (FAC 15C-2.0081 - FAC 15C-2.0072): ALL STRUCTURES ADJACENT TO OR NEW ROOF SYSTEMS (Pan or Composite) OVER EXISTING ADJACENT STRUCTURES TO A MOBILE HOME SHALL REQUIRE: (a) A 4a' wall or a current signed original manufacturer's attachment approval letter which includes the model number, serial number and current owner's name and street address. (b) That the complete guide to H.U.D. specifications be strictly adhered to. (c) A Certified Florida Engineer may design the manner of attachment of the proposed stricture to the host house but shall assume fiull responsibility for both structures' integrity by site specific documentation. CERTIFICATION: This application is hereby made in order to obtain a permit to do the work and installations as indicated, and to obtain a certificatee of capacity, if applicable, for the permitted work. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IN THE EVENT IT IS NOT YOUR RIGHT TITLE OR INTEREST THAT IS SUBJECT TO ATTACHMENT, THE APPLICANT DOES HEREBY MAKE A GOOD FAITH PROMISE TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT, AND DOES SO AS A CONDITION PRECEDENT TO THIS PERMIT 1. If utilizing the AAF Guide to Aluminum Constriction in High V6'ind Zones, I the Contractor/Owner Builder hereby certify that the components being used, fasteners type and fastening pattern meet all the requirements for the designated wind zones established by the county and take full responsibility for complying with the submitted design of the structure being permitted. 2. I further certify that all the foregoing information is accurate, that no work or installation has commenced prior to the issuance of a permit and that all work shall be perforated in compliance with all applicable laws regulating construction and zoning in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, and HVAC, etc., not otherwise included with this building permit application. 3. I , the Contractor / Owner Builder, have verified that the existing foundation meets the requirements of the Engineer of Record and is in adequate condition to withstand the uplift and weight of the aluminum structure and said stricture will not exceed the footprint of the stricture that was in existence prior to removal by the storms. O� R OR CONTRACTOR SIGNATURE CO CTOR SIGNATURE ATE OF FLO A� - J ATE OF FLORIDA COUNTY OF � hi L� �/,� COUNTY OF 5sLU 1'L" C..l.t_� The foregoing instrument was acknowledged before me me thts� day of/ ��%o-�— , 20—Qi, by who is personally known to me, or who has produced as ao�r Y cY. Nolsry Public Sie1e of Florin Terry S Grirr#¢ My Commission D0993307 9� of y'o10 .Explr®e 06/18/2014 The foregoing instrument was acknowledged before me me this 2V`ay of 20 . by who is personally k nowuse to me, or who has produced as try Commission DD993307 a Expires 05118/2014 TWO (2) SIGNATURES ARE REQUIRED. - A'CX--,I } l� l� MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR, IN THE OFFICE LISTED ON THE FRONT OF THE APPLICATION, TO SIGN THIS APPLICATION & THE OVVNER/BLDR AFFIDAVIT. ALL SIGNATURES ON APPLICATION SUBMITTED SHALL BE ORIGINAL; SIGNED IN INK. COPIES, FAXES, OR STAVIPED REPRODUCTIONS ARE PROHIBITED. WHEN A PERMIT IS AVAIL IBLE FOR ISSUANCE BUT IS NOT PICKED UP WITHIN THIRTY (30) DAYS AFTER NOTIFICATION OF AVAILIBILITY, IT WILL BE VOIDED. IF THE- APPLICATION IS RESUBMITTED, AN ADDITIONAL FEE WILL BE CHARGED. Planning & Development Services Building &,Code'Regulabon Division 2300 Virginia Avenue Fort Pierce, FL. 34982 Phone:(772)462-2172 Fax:(772)462.6443 PROPERTYINFORMAT/ON Address: 5305 Deer Run Dr City / State / Zip: Fort Pierce, FI 34951 Parcel #: 1313.502-0032-000/8 Zoning: RS-4 APPLICATION INFORMATION Permit Number: 1305-0305 Permit Type: Pool Enclosure CONTRACTOR INFORMATION Contractor Name: James R Brann Business Name: The Porch Factory Lb Business Addr: 7356 Commercial Cir Unit 4 City / State / Zip: Ft Pierce, FI 34951 REVIEWS AND COMMENTS Review Type Status Front Counter Review Complete Comment: REVIEW COMMENTS Page 1 Owner(s): Dennis Noelke / Rosemarie Noelke Jurisdiction: St Lucie County Lot#: 455 Stories: Block: Automatic Sprinkler System? No Fax Number: 772-465-3252 Email: Admin@Theporchfactory.0 om Reviewed By Date Started Date Completed Date Released Dawn Milone 5/21/2013 Plans Examiner Review Incomplete Dave Johnson 6/10/2013 Comment: PLOT PLAN DOES NOT MATCH WITH POOL ENCLOSURE PLANS. POOL ENCLOSURE IS LARGER THAN POOL DECK SLAB. PLEASE CORRECT. 107.2.1 FBC 6/10/2013 Comment: COMMENTS EMAILED TO CONTRACTOR MAILED TO OWNER To be reviewed by Plans Examiner Complete 6/10/2013 6/6/2013 Comment: To be reviewed by Zoning Complete 6/6/2013 5/21/2013 Comment: Zoning Review Incomplete Lydia Galbraith 5/2312013 6/6/2013 Comment: 6/6/13 COMMENTS TO POOL THAT REFLECT SETBACK AND SURVEY. NOTICE OF COMMENCEMENT TO BE COMPLETED WHEN CONSTRUCTION VALUE EXCEEDS $2,500.00 OR WHEN HEATING OR AIR CONDITIONING REPAIR OR REPLACEMENT EXCEEDS $7,500.00 PERMIT #t: TAX FOLIO #: 1 _-N 3 • State of Florida, County of Indian River, the undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with chapter 713, Florida statutes, the following information is provided in this notice of Commencement. 1. LE ,QL DESCRIPTION OF PROPERTY (AND STREET -ADDRESS IF AVAILABLE): �� 2. GENERAL,DES(,RIPTION OF MAPROVEMENT: 3. [OWNER INFORMATION or []LESSEE INFORMATION (If Lessee contracted for the improvement) a. Name: �� r n i 5 -►- eosLw�a� i E e-I Address: dlri y-�, 1;�_• b. Interest in property: c. Name and address of fee simple titleholder (if other than owner): 4. CONTRACTO a. Nami Address: `) 3 Ste�Pl I -A A s t- V j" b. Phone number: '7TQ-4 1. 5. SURETY COMPANY (IF Applicable, a copy of the payment bond is attached): a. Name & Address: b. Phone number: Bond amount: S. LENDER/MORTGAGE COMPANY: a. Name & Address: b. Phone number: 7. PERSOM WITHIN THE STATE OF FLORIDA DESIGNATED BY OWNER UPON WHOM NOTICES OR OTHER DOCUMENT SERVED AS PROVIDED BY SECTION 713.13 (1) (a) 7., FLORIDA STATUTES: a. Name &Address: b. Phone number: fax number: 8. IN ADDITION TO HIMSELF OR HERSELF, a. Owner designates of a copy of the lienor's notice as provided in section 713.13(1) (b), Florida statues. b. Phone number: 9. EXPIRATION DATE OF NOTICE OF COMMENCEMENT: (THE EXPIRATION DATE IS ONE (1) YEAR FROM THE DATE OF RECORDING UNLESS A DIFFERENT DATE IS SPECIFIED). r, WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER PART I, SECTION 713.13, FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMIENTS TO YOUR PROPERTY. A NOTICE OF COMI MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LEN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. OF PERJURY, I DECLARE THAT I HAVE READ THE FOREGOING AND THAT THE FACTS IN IT ARE TRUE TO THE BEST OF IBELIEF fSE&ON k^i.35, FLORIDA STATUTES OF OWNEVor LESSEE or OWNS AUTHORIZED OFFICER/DIRECTOR/PARTNER/MANAGER SIGNATORY'S TITLE/OFFICE THE FOREGOING INST 0 0 z V a W F- o O �M to , JM M V�o. Z=w S 5 N O L) (L a, o CO U) r- cr W��;LO LZ x�co ,00 IL :LLI mo �¢-1Q:w - ,tnu- oW WAS ACKNOWLEDGED BEFORE ME THIS cyr— pDAY OF 20 t BY: NAME OF PERSON TYPE OF AUTHORITY NAME OF PARTY ON BEHALF OF WHOM INSTRUMENT WAS EXECUTED ❑PERSONALLY KNOWN IJPRODUCED IDENTIFICATION TYPE OF IDENTIFICATION PRODUCED FL UL NOTARY PRINTED ANTE NO }o Q}:, Notary Public Staie of Florida Terry S Grime's c; c` MY Commission DD993307 "�ooF (,,dO .Expires 05/18/M14 A. Search Results for Map Page 1 of 1 Home About This Site Lat[Long Finder Related Resources' Sponsors About ATC Contact ..... .I .............. 1........ ..... . . Search Results Latitude: 27.5307 Longitude:-80.3805 ASCE 7-10 Wind Speeds (3-sec peak gust MPH*): Risk Category 1: 145 Risk Category II: 158 Risk Category III -IV: 169 MRI** 10 Year: 87 MRI** 25 Year: 106 MRI** 50 Year: 118 MRI** 100 Year: 129 ASCE 7-05: 138 ASCE 7-93: 99 'MPH(Miles per hour) ••MRI Mean Recurrence Interval (years) Users should consult with local building officials to determine If there are community -specific wind speed requirements that govern. t_I Download a PDF of your results L Print your results WIND SPEED WEB SITE DISCLAIMER: While the information presented on this web site is believed to be correct, ATC assumes no responsibility or liability for its accuracy. The material presented in the wind speed report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the wind speed report provided by this web site. Users of the information from this web site assume all liability arising from such use. Use of the output of this web site does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site(s) described by latitude/longitude location in the wind speed report. Sponsored by the ATC Endowment Fund • Applied Technology Council • 201 Redwood Shores Parkway, Suite 240 • Redwood City, California 94065 • (650) 595-1542 http://www.atcouncil.org/windspeed/index.php?option=com content&view=article&id=10... 5/15/2013 � y lap 'ma° '�°Rj... r - Il,1. �� .f *, Y qt. � { -ys„•- hW 1 yp � � �w �' � � � �,{. � � � Icy +� �,+w..: �'>_•„•.+.9� .1 i^=� � i � 3c, " a � Y ��'� -.. kVar"Slet•L•'O•�. .. F a ° •_ � �" o. 5305 D gpl'n fort Pierce, '34951, USA 3W 80 2'48"`? 4� ��.t �. �. ��..�,. �"'� . t�..-,,.r�wa`rsy;..,....•w...t.>.,,ao,:a. t•--„r y,°•s :� � -... r a a` p!% N y yS i � - _. x � ,� y r A.�> •r" � - �. •v.:..o... ,�Y. i _ � r�� � _ {R d✓. s" 1 + i Yy "^ mow,: b" Phi , a (((��� d p-ram 1 h ., �f� `d "�• �»""Fr,.,. r,'.,,j 201 oagle CCC.....J77 ' i'�:P•`r-. ,su<'"'s`��,� �-" "y, ,r,,o� # ,. � .. pia, -•fit s"c ` �"�' ..au�:? .� J . �w _.. �"�.?! , . . is r N a N LEGAL DESCROPTIONa CAS FURNISHED BY' CLIENT) LOT.455, HOLIDAY PINES SUBDIVISION, PHASE III, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 20, PAGE 19, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. ADDRESS: 6305 DEER RUN DRIVE FORT PIERCE, FLORIDA SURVEY NOTES: 1. NOT VALID UNLESS SEALED WITH AN EMBDSSF.D SURVEYOR'S SEAL, 2. LANDS S1413WN HEREON WERE NOT ABSTRACTED FUR RIGHTS--OF-WAY, EASEMENTS, Uk OWNERSHIP. 3. LAND DESCRIPTION HEREON WAS PROVIDED BY THE CLIENT, 4. BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF ROAD, 5. THE PURPOSE OF THIS SURVEY IS FOR USE IN OBTAINING TITLE INSURANCE AND/OR FINANCING AND SHOULD NOT BE USED FOR DESIGN OR CIINSTRUCT113M PURPOSES UNLESS OTHERWISE. STATED ON THE SURVEY. 6. ELEVATIONS. SHOWN- HEREON ARE? -BASED UPON N.G.V.D. 1929. 7. DIMENSIONS PREVAIL OVER SCALE. 8. ADDITIONS 13R DELETIONS- -TO SURVEY MAPS OR .REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIAITED WITHOUT WRITTEN CONSENT OF THE SIGNING !?.ARTY- IOR PARTIES. 9. SURVEY NOT CQVlwREII: BY PROFESSIONAL LIABILITY INSURANCE. 10, THIS SURVEY WAS .,PREPAREIJ WITHOUT THE BENEFIT OF A COMMITMENT FUR TITLE INSURANCE. 11. UNDERGROUND UTILITY. INSTALLATIONS, UNDERGROUND IMPROVEMENTS, FOUNDATJONS ANDIOR ANDY OTHER UNDERGROUND STRUCTURE WERE NOT LOCATED BY' THIS SURVEY UNLESS SPECIFICALLY NOTED. 12 UNLESS NOTED EIR DEPICTED OTHERWISE, ALL PROPERTY CORNERS SHCIWN WERE FOUND AND HAVE NO IDENTIFICATION OR SAID IDENTIFICATION WAS ILLEGABLE. 13. THIS SURVEY IS PREPARED FAR THE EXCLUSIVE USE AND BENEFIT OF ONLY THE PARTIES CERTIFIED TO HEREIN, RIGHTS OR LIABILITY TO ANY THIRD PARTIES CANNOT - BE TRANSFERRED OR ASSIGNED. CERTIFIED LED TO: FLOOD ZONE "X" MAP: 12111 C0070J SURVEYOWS CERTIFUCA E t I-EqW DATED,-2/16/12 L -ARC, LENT n d HEREBY CERTIFY THAT THIS SURVEY MAP IS'" TRUE AND—QHW----nvERHEAD WOE -IIIITDAf -FOUND .4gp0 -rMICAL EELEVATmN / CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS -Q- -E1aSTIilG HIRE F XE DIA CH -CUNCR= t•ituttlHW �� -mmsm FLnm mtvam FIELD WQRK CQMPLETEDi ���/- SURVEYED IN THE'FIELD.• I FURTHER CERTIFY THAT THIS -3E -msTIIG CHAINLINK FENCE IR _=N RIM aH -BENCHHARJ[ SURVEY COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS -_%ll`- -Cl- -EXISTING Vi3ITri FENCE -basmm Pvc FENCE W. NSW -IRON PIPE -NAIL P ntsK E3RB III -LiFt7cIAL FtECIIRIJs DUax -IIFFI Dirk C®R11�ER�'1$"E2A+H1E S�RV�ifli�� SET FORTH IN CHAPTER SJ--17 BY THE FLORIDA BOARD OF - Isis � nB -DEED BOOK LAND SURVEYORS PURSUANT TO CHAPTER E009-66 FLORIDA IVW '•RIGHT-LrF-VAY --c unm Hc"FiT FD -FIELD EIMIC LB 07941 STATUTES, AND THAT THERE ARE NO ABOVE GROUND EMW 11" --EASEMENT -DRIVEWAY � L I3MK IRON PIPE PG FND -PACE -FMM 13833 WELLINGTON ENCROACHMENTS OTHER THAN SHOWN, S/V -SIDEWALK OR WALKVAY POE ^PAINT EF EW Pvrir -r'AVExEFtr ACE E-4 I#I29. "� ~BYI J• NI/,�' /�' �I i�•�r? DATEr / , WF -WOOD FRRNE P[ID PRN PCP QD -POINT OF BEGD'thrING -PERMIANT REFERElICE IMIRMEZNT, -POMANDU £17HTRrlt_ PnIHT -HEASU{tEII DISTANt� a DEARDtGTV P VH --TYPPICA�1 !-WATER HEM -NANHIILE WELLINGTCIN, FLORIDA 33414 (77J236-9305 (voice & fax) Pr PC -P©INT IIF TANGENL -POINT 1IF CURVATURE (P) -PLATTSII DISTANCE G REARING HH i�U -•FME ICORAN'T PROFESSIONAL SURVEYOR AND MAPPER PRC -POINT [IF REVERSE CURVATURE(C) -C -CALCULATED DISTANCE LBEARDIG Lp -LIGHT PnLE FLORIDA REGISTRATION 0481F cc BEAMS � PSH -DEEDED DISTANCE 6 REARING . UP RLS -PR0FE=aNAL SURVEYBRAND HAPPERLs ^IriILiTY PALE URVE� MARK W. TEEPI=, P.S.M. &;D -DELTA ANGLE � � a BGUNDIRY AND IMPRQDYEMENT' § SUP.UlE yr" PREPARED ON THE ORDE OFI ks �� SCILE, I' DRAWN BY: •. FILE NID FB PG+ PAGES DATE! PKG - i OF 1 ��� SURVEYOW CERTIFICATE P':��aI"7 L -ARC. LENGTH-1 HEREBY CERTIFY THAT THIS SURVEY MAP IS' TRUE AND—'OHW--uvERwAn WIRE FM CORRECT TO THE BEST OF MY KNOWLEDGE ANTI BELIEF AS -"C)- -•MSTING WIRE FENCE DIA SURVEYED IN THE -FIELD. I FURTHER CERTIFY THAT THIS - -VaSTING' CHAIN -INK FENCE IR SURVEY COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS -5,q -EXISTING WOOD FENCE DhTi -£XISTPvc Fu4cE $� SET FORTH IN CHAPTER 5J-17 BY THE FLORIDA BOARD OF � -CENTER LINE C LAND SURVEYORS PURSUANT TO CHAPTER 2009-66 FL13RIDA RAW -RIGHT-CF-WAY [� STATUTES, AND THAT THERE ARE Nil ABOVE GROUND ESMNT -EASEMENT o ENCROACHMENTS OTHER THAN SHOWN: D/W S/W -MVEWAY -SIDEWALK OR WALKWAY BYi (UU/�' %.f� L.�� �� 4SPH WF -ASPHALT -CONCRETE -WOUD FRAME MB 00 J� DATErS _� P7 -POINT OF TANGENCY PROFESSIONAL PC PRC -PITHY OF CU'RiiATURE ') -POINT OF REVERSE CURVATURE(C) SURVEYOR AND MAPPER CH -CHm FLORIDA REGISTRATION #4811 -CW= .E�G Q) MARK W. TEEPE, P.S.M. -IIELTA P _9 ol 0,�n l i f ll' FLOOD ZONE: X' i MAP: 12111 C0070J DATED: 2116/12 LEGAL DESCRIPTION: (AS FURNISHED BY CLIENT) LOT.455, HOLIDAY PINES SUBDIVISION, PHASE Ili, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 20, PAGE 19, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. ADDRESS: 5305 DEER RUN DRIVE FORT PIERCE, FLORIDA SURVEY MITE: 1. NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL. 2, LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS-DF-WAY, EASEMENTS, 10 OWNERSHIP. 3. LAND DESCRIPTION HEREON WAS PROVIDED BY THE CLIENT, 4. BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF ROAD-- 5. THE PURPOSE [IF THIS SURVEY IS FOR USE IN OBTAINING TITLE INSURANCE AND/OR FINANCING AND SHOULD NOT DE USED FOR DESIGN IIR CONSTRUCTION PURPOSES UNLESS OTHERWISE, STATEDON THE SURVEY. 6. ELEVATIONS SHOWN" HEREON ARE= BASED UPON N.G.V.D. 1929. 7: DIMENSIONS PREVAIL OVER SCALE. : �• 8. ADDITIONS. OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING* PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT ❑F THE SIGNING PARTY- OR PARTIES. 9. SURVEY NOT CO`VERE-If �Y PROFESSIONAL LIABILITY INSURANCE, 10. THIS SURVEY WAS.. PREPARED WITHOUT THE BENEFIT OF A COMMITMENT FbR TITLE INSURANCE. 11, UNDERGROUND UTILITY. INSTALLATIONS, UNDERGROUND IMPROVEMENTS, FOUNDATIONS ANDIEIR ANDY OTHER UNDERGROUND STRUCTURE WERE NOT LOCATED BY THIS SURVEY UNLESS SPECIFICALLY NOTED, 12 UNLESS NOTED OR DEPICTED OTHERWISE, ALL PROPERTY CORNERS SHOWN WERE FOUND AND HAVE NO IDENTIFICATION OR SAID IDENTIFICATION WAS ILLEGABLE. 13, THIS SURVEY IS PREPARED FOR THE EXCLUSIVE USE AND BENEFIT OF ONLY THE PARTIES CERTIFIED TO HEREIN, RIGHTS OR LIABILITY TO ANY THIRD PARTIES CANNOT BE TRANSFERRED OR ASSIGNED. CERi ` IF ED TO: -FOUND -DIAMETER ELEV X oA0 -ELEVATION -TYPICAL ELEVATION / -CUNCRETE MONUMENT FF'E '-FINISH FLUOR ELEVATION FIELD WORK COMPLETED;_Cam/ � 1� -IRON RAD BM --.BENCHMARK -MUN PIPE ORB -UMCBIL RECORDS BOOK -NAIL & DISK PB -PLAT BOOK CORNERSTONE WRIV I PING -CAP CRETE KNIMENT IIB­-CONCRETE FB . FB -FMLDEO BOOK -PAG n $OII1C #�r �.� � i ��� I -NAIL & DISK -IRON ROD -OR JR13N PIPE PG FNDVff -PAGE -PAVE 13833 WELLIN6TON RACE E-4 #129. -POINT-w3wI -PaW ❑F BMiNNING REFERENCE PLTR PLTR T -PAVEMENT WELLiiVGTON, FLORIDA 33�1� -PERNENANT MONUMENT T� -TYPICAL -nPICAt -QERHANENT CGNi'{cM POTNT -MEASURED DISTANCE & BEARING ''IM -WATER METER -MANHOLE (772)235-9305 (vofce &PDX) -PLATTtD DIST NCIS & BEARING MH -FMEE HYDRANT -CALCULATED DISTANCE & BEARING Lp _LIGHT POLE -DEEBED DISTANCE L BEARING UP -UTILITY POLE -PROFESSIONAL SURVEYOR AND MAPPER P S -WGISTERED LAND SURVEYOR LB -LMENSEB BUSINESS f OUNDRY AND IMPROVEMENTS SURVEY PREPARED ON THE ORDEq OF, GJ SCALES DRAWN BYi FILE NO., v VTE� FB PFse PAGEi TD PKG i 13F 1J���11-2, CONTRACTOR: THE PORCH FACTORY DESIGN CRITERIA: Applicable Codes, Regulations, and Standards 1. The 2010 Florida Building Code specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood. 2. AA ASM 35 and Specifications for Aluminum Structures, Part I -A of the Aluminum Design Manual prepared by The Aluminum Association, Inc. Washington, D.C., 2005 Edition 3. ASCE 7-10. Wind Loads 1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk Category 1 2. Basic Wind Speed, Table 1609C, State of Florida Debris Region & Basic Wind Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed: Vu- =150 MPH, VASD =116 MPH 3. Exposure Category, Paragraph 1609.4.3: C 4. Screen roof enclosure, Table 2002.4 Foundation Design Existing concrete. No additional concrete footing or slab is required to resist the loads imposed by the proposed construction if the existing slab is a minimum 4" thick with an 8" x 8" thickened slab edge and in sound condition, free from structural cracking, spalling, or other deterioration. Specifications The following specifications are applicable to this project: 1. Where concrete specifications are required, whether in the screen enclosure scope or not, by one or more regulatory agency, the following specifications are applicable: a. Concrete shall conform to ASTM C94 for the following components: i. Portland Cement Type 1,- ASTM C 150 ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33 Hi. Air entraining +/- 1 % -ASTM C 260 iv. Water reducing agent - ASTM C 494 v. Clean Potable water vi. Other admixtures not permitted b. Metal accessories shall conform to: i. Reinforcing Bars - ASTM A615, grade 60 ii. Welded wire fabric - ASTM Al85 c. Concrete slump at discharge chute not less than 3" or more than 5" Water added after batching is not permitted. d. Prepare and place concrete per American Concrete Institute Manual of Standard Practice, Parts 1, 2, and 3 including hot weather recommendations. e. Moist cure or polyethylene curing permitted. f. Prior to placing concrete, treat the entire subsurface area for termites in compliance with the FBC. g. Concrete shall be placed over a polyethylene vapor barrier. h. All aluminum components embedded within concrete shall be coated with a bituminous paint or epoxy. 2. Aluminum extrusions shall be 6005 T5 Alloy 3. Fasteners are required to be SAE Grade 2 or better zinc plated. 4. All Self Mating Beam Sections are to be stitched with either #14 screws 6" from ends and 24" center to center or #12 screws 6" from ends and 12" center to center. 5. The minimum nominal thickness of protector panels (kickplates) shall be an industry standard of 0.024 inches. 6. Screened enclosures containing swimming pools shall comply with the applicable requirements of FBC R4101.17 Residential Swimming Barrier requirements. 7. Screen material shall be 18/14 screen unless approved by Suncoast Architecture & Engineering, LLC. 8. Door location shall be determined by contractor in the field. 9. When installing pavers over concrete slab or footing which are supporting aluminum members, such as continuous screen tracks or upright, the pavers must be bonded to the concrete with an epoxy, thinset, or 3,000 PSI grout to ensure full positive contact with concrete. 10. Design shall be based upon "PINNED" upright analysis unless approved by Suncoast Architecture & Engineering. Roof Type I. Roof Type: Mansard/Monoslope 2. Roof Material: 3" x 48" x 0.032" composite panel Elite 2000, 1.0 density foam, Florida Product Aouroval Number FL 7561-112. WIND SPEED AND EXPOSURE HAVE BEEN DETERMINED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. 0 I N ,�—CL 2XDJ I F- MO 2X7SMB N 1 x r 2X7 SMB O i� 10'-0"—h N / ST. LUCIE COUNTY BUILDING DIVISION REVIEWEt) FOR COMP REVIEWED BY DATE PLANS AND PERMIT MUST 19E KEPT ON JOB OR NO INSPECTION WILL BE MADE HOS' 1 / pal �, 4 � �� I j �------------------------ 1 X2 TYP --- \\ o x XM XM I N N(n NN XM C, XM NN XM NN XM N(/I XM x NN N � I 1X TYP) A-3 A-2 A-2 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS RFQUIREQ,BY FIELD iNSPECTORSTHAT MAY BE NECESSARY -IN ORDER TO COMPLY WITRALL APPLICAI3LE-0013E6a. CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD —10'-0"—� I OE � INE I kicIY REWRO INACCOR MCEiA HTHEFLOAIDA NONCOM ,`QZ55SNBYPiPeJ �� ��c 0 • Q 0 �1 ��•. Z < o Jy� w w _Z w (D CL w Lr) 0 a to a tr Z O ui O H Z W LL J Z U.W Q O ws tY 1— o a_ N LL W U I_- J o Z � Q Do W z,� Q Z ¢ LL - m O Z z Z a n n W m ^C N 6 cii Ln — LU rn Q Q CAM 0 Z - Q X U U wwLU 0-b Ye 0 O WL� 0-ZuMiU_ DRAWN BY EL DATE DRAWN 05/16/13 REVISION SHEET NO: A-1 �� NIJNNNtJNfn NNNfq .. 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A• ° Fin m =mz.0-�o m � z omtt�- m Dz4), orr -i N9>0 o'_13 cz: r mN mM2z w pKcziz,xJ m=<�3� � � x A ammo oSo A-im ZN Nm- om ,Gzizmvzi •. co mI ��n c8-izc>,co ,°Homo o ? 0 M. a )r>R1 >m • i D y3yo �m S-Nz_D m� m C7 nZ DDr D m • •� / ._. r X=Z+; mom c z-q D o m m - m20 Zo 93 A N- �•�� ZO f mA m0� ((mn Z� D� O oa CZ'lm D 20m Oto O> 3� {c mm[Iz o ;u tozm m C (nz m3 (n v��o v m=, A my °° NO n0 OO DOZ °°OA z v x Ig o So r 3 o O 0 A N x Ax # m �: cox N N <<N 5 N � �O 9D� X x T N O Cpo� Ov C % 0o ZN av=Z xu 22 me x EDcO m��o c2n �2 �m O xo DO , m -0x mz D m<oD II�0 oN z 3A aiQmom m cm C al �w 2 - mc St�3 m D A T j A C om 2 (y A 0 II �I E: n-1 x z �o o��,� n0�a� N z Z� M�0E5 U) G) -=i3 r Z II II O c� -- — n jr w -I ---- --- Omm 3-tro c m go �tac m --=-- ----- • dzrav -m mW om 0 Do X ZZ n� r> m D -0<v � A \ \ rsr v O A 0' czi0u �a2N \\ �� 'mcu vw ref% c- r CJ 71 N(3 °�,A nMm D_ r D o c: m \ \ rM0� v m y� ®o�om OF m aU)� � o v PROJECT ADDRESS: SUNCOAST ARCHITECTURE PROFESSIONAL ENGINEER D m �m n NOELKE & ENGINEERING, LLC ' t t N �O m r-� 5305 DEER RUN DR. 136305arHSTREET NORTH SUITE 101 STEVEN MORAGA, P.E. N o 0 A W D w FORT PIERCE, FL 34951 CLEARWATER FL. 33760 FLORIDA LICENSE: 64609 Z'G FAX: (727) 532-9008 FLORIDA LICENSES:AA26001769 & CA N28841 1}'p Ilse. "2 Pe" ppn co �'• �G E N Is, "Q- aA o ° •° m tie E�09 rn • a : N 'o cn ,'. ST( 'E OF a wu g V-- 0 Al ye • ^ \ 4 � •°y�yJ, `�i NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF SUNCOAST ARCHITECTURE & ENGINEERING, LLC (DCOI ET El V"° c a r''� r—. a FOR SLOPED BEAMS, 6" WIDE x 0.125" "Z" BRACKET ) 41 • . c w MAINTAIN 5/8" SCREW SPACING @ EACH BEAM ATTACHED TO CONCEALED FASTENERS �'� C7� ` w SELF -MATING FROM EDGE OF BEAM BEAM -NOTCH FASCIA W/ 3/8" x 3" LAGS (3 PER BRACKET) AND (1) 3/8" x 3" OR ATTACHMENTS FOR UPRIGHT LAG @ 24" O.C. AT GUTTER (J ARE THE RESPONSIBILITY _ � r` ` � � C.> •• (1) 318" DIA. x 4" LAG OF THE -co (5) #14 x 3/4" SMS 1" x 2" x 0.044" OPEN BACK W/ (2) #10 x 2 l/2" SMS THRU SCREW INTO EXISTING OVERHANG FRAMING / CONTRACTOR 0� RECORD < '�_ Z t" - ` • �' L1J 1— `- 0.062" INTERNAL BACKING PLATE TO ENGAGE ALL SCREWS BEAM INTO SCREW BOSSES RAFTER TAIL ` W o 5/8" TYP (1) #10 x 1 12^ suns s•,- w 2" x 2" GIRT SECTION - ATTACHED i%s'-° — — — — FROM BEAM AND 24" O.C. - - , TO BEAM w/ (4) 1 12' SMS \\\ t AfPde a 1"x2"OPEN BACK GIRT SECTION ATTACHED THRU UPRIGHT TO / y� � MATING 1/8"S.S.CABLE PROF ���kk1'�. urOUL SEAL BEAM W/(2) #10 x 1 12" SMS & ;;� ELEMENT TO GIRT W/#10x112"SMS24"C/C / yra> 1 /�/•a ------ LLI \ • • e� W (5) #14 x 3/4" SMS 2" X 2" X 0.090" ANGLE I _ \ \ Z W W/ (4) #14 x 3/4" SMS IV.. • • CONTRACTOR TO VERIFY d EACH FLANGE 1/8"x2"x2"x2"ALUM 2" x 4" FASCIA - IF LESS THAN 2" x 4" FASCIA, 2" x 4" - •a• •« S OTER a" "� ,< < .� MID DEPTH e' W Q 5/8" TYP @ EDGE 1„ I ANGLE W/ (4) #14 x 3/4' SU13 FASCIAED SHALL BELENGT SEE PLAN m Q SMS EACH FLANGE EN PLALAG �� `° °' Q t; 4" MIN UPRIGHT (MIN) EACH SIDE OF BEAM SCREWS TO FULLY ^ a - 0 O PENETRATE SUB FASCIA. •`� o Z IF OTHER FASCIA, ADD 2" x G w 0.062" BACKING PLATE ON 4" PT FASCIA w/ 12" LAG CA INSIDE OF GUTTER BOLTS -1 1/2" INTO TRUSS W j Q TAILS- COUNTERSINK 3/8" DIA. x 3" EMBED 2500 PSI CONC 6 x 6- 10 x 10 LL p FLUSH. WHEN INSTALLING CONC. SCREWANCHOR WWM OR FIBERMESH O W s 5" SUPER GUTTER 1/2" LAG SCREWS, w H 0 D-1 PRE -DRILL w/3/8"DRILLTO CL Ln u UPRIGHT TO BEAM CONNECTION PREVENT SPLITTING. A-3 SCALE: NTS W G GUTTER BRACE &MATING ELEMENT ATTACHMENT DETAIL H-1 CABLE CONNECTIONS AT FOUNDATION .. A-3 SCALE: NTS SCALE: NTS A-3 u tt IV F 0 THESEPLANS AND ALL PROPO ARE SUBJECT TO ANY CORREC ED WORK U < z = o IONS Y��s��'EV��p Q o REQUIRED BY FIELD INSPECTO S THAT �� ' In MAY BE NECESSARY IN ORDER O PURLINAMOMMEMW SELF MATING NIA �WR�� LWu m o 8 a z LL COMPLY WITH ALL APPLICABLE COpf B. BEAM ' , fi F N z 0 F - � N A _ Z <nn �� N cj6 tiu� o (9) #14 x 314 SMS 1/8" PLATE ON 45" ANGLE i WOOD: i #10 x 3" WOODSCREWS, 6"CONTRACTOR SHALL RUNFROM GIRT & @ 12" O.C. (2) #14 x 2"THRU BOLT TO CONC: ATTACH BRACE TO BEAM • • • • / 1/4"x 3"TAPCONS, 6" GIRT&@24"O.C. THRU GUSSET PLATE ------c1 WVFROM 12" x 5"x 1/8"(4) #10 x 1 12" INTO 5032-H32 • ZLLPLATESCREW BOSS x DETAIL #2 EYE BOLT FOR CABLE TENSION V 1-- W WW W W0o�o IZ Lo LLSECTION 2"x2'OR2"X3"HOLLOW CONTRACTOR SHALL RUN PERIMETER FRAMING DRAWN BY GIRT 1/4"THRU BOLT TO ATTACH I W/ NYLON WASHER & I EL STAINLESS STEEL NUT DATE DRAWN 1"x 2" 05/16/13 REVISION (4) #12 EA MEMBER Ql C-1 DETAIL #1 H-2 SHEET N0: 1X2 TO HOST STRUCTURE DETAIL A-3 SCALE: NTS H-3 CABLE CONNECTION AT CORNER A-3 SCALE: NTS ROOF BRACING CONNECTION DETAIL A-3 SCALE: NTS A-3 CONCEALED FASTENERS OR ATTACHMENTS 2"x3" 1 1/8" x 2 1/8" x 1 1/8" x 3" ALUM RECEIVING CHANNEL W/ (4) # x 3/4" SMS EACH SIDE INTO BEAM CONTRACTOR OF RECORD EXISTING HOST WALL CONCRETE: (2) 1/4" x 3" QUICKSET ANCHORS INTO WALL WOOD: (2) 1/4" x 3" LAG SCREWS INTO WALL THESE PLANS AND ALL ARE SUBJECT TO ANY ( REQUIRED BY FIELD IN; MAY BE NECESSARY IN COMPLY WITH ALL APP S-Z BEAM TO HOST STRUCTURE ATTACHMENT DETAIL L-4 SCALE: NTS FLASHING - INSTALL UNDER EXISTI4DED GE 3" x 0.0ED RECENEL #12x12" TOOMW/ NEOPER@ TOPNLY 3" COMPOSITE PANELJ �LAG (2)1/4"DIA. x 3" SCREWS @ EACH OVERHANG S'l COMPOSITE PANEL TO FASCIA DETAIL A-4 ' SCALE: NTS (2) 3/8" LOT 3" MIN. EMBED x 3" x 0.093" 3° x 3" x 1/8" EXTRUDED POST BASE W/ (2) W DIA. THRU BOLTS 30SED WORD ECTIONS `"' b•� ' TORS THAT ER TO 'LE CODm. B-� 3" x 3" POST TO CONCRETE CONNECTION DETAIL A,,.4 SCALE: NTS GUTTER BRACES REQUIRED AT 24" O.C. 1" x 2" EXTRUSION 2" x 2" x 1/8" ALUM ANGLE EA SIDE w/ (4) #14 x 1 12" SMS INTO EAVE RAIL & (4) #14 x 3/4" SMS INTO BEAM 2" x 2" x 1/8" ALUM ANGLE EA SIDE w/(4)#14 x3/4" INTO BEAM & (4) #14 x 212" THRU BEAM INTO GUTTER 3" x 3" x 0.093" POST W/ (4) 3/8" DIA. THRU BOLTS FROM POST TO BEAM 1 112" x 3" x 1 1/2" x 0.050" RECEIVING CHANNEL W/ (1) #10 x 12" TEK SCREWS (5) #14 x 4"SMS W/ NEOPRENE WASHERS PER PANEL STRUCTURAL GUTTER BEAM TO GUTER CONT. CONNECTION W/#14@ 12" O.C. x SMB C.B. S GUTTER BRACE TO POST TO ROOF PANEL ATTACHMENT DETAIL A-4 SCALE: NTS 1" x 2" O.B. FASTENED TO CORNER POST W/ #12 x 1 12" SMS AT 6" FROM TOP & BOTTOM RAILS. TYPICALLY @ 24" O.C. 1/8" x 2" x 2" EXTRUDED ANGLE 5032 H-32 ALLOY • • (4) #14 x 3/4" SMS 1/8" x 2" x 2" EXTRUDED ANGLE 5032 • • INTO DJ CORNER POST ALLOYCORNER I I I per) #14x2" I SMS POST 6" CONCRETE SCREW ANCHOR INTO CONCRETE '• . (2)#10x112"SMS �# < THRU SCREW BOSSES 21WMiNC= " _ N SLAB / FOOTING G " • rANCHOR EMBEDMENT 2 1/4" M CONC SEE PLAN , , ' s ANCHOR EMBEDMENT _: 'e a SLAB/FOOTING '*• .. d. SEE PLAN 4 SIDE VIEW SIDE VIEW (1) 3/8" DIA. CONCRETE {-27"� CORNER POST W/1"x2"@ SCREWANCHORS (4) #14 x 3/4" SMS I BACKSIDE (2 1/4" CONC. EMBED) INTO POST 3!8' x LENGTH AS REQUIRED I I 2"x2 DJ FOR 2 1/4" EMBED CONCRETE SCREWANCI HOR INTO I CONCRETE CON I - 1" x 2" BASE PLATE ANCHORED TO CONC W/ 1/4" CONCRETESCREWANCHOR •„• (MIN. 1 1/4" EMBED) 6" MAX EACH SIDE OF POST •+ , n ; e •i " AND 24" O.C. MAX FRONT VIEW CP-1 CORNER POST TO CONCRETE DETAIL A-4 SCALE: NTS 1" x 2" BASE PLATE ANCHORED TOCONCW/1/4" •` ` "<', ..• �r Q CONCRETE SCREW ANCHOR • „ (MIN. 1 1/4" EMBED) .m d •05 • a ; , 6" MAX EACH SIDE OF POST "{ AND 24" O.C. MAX .`'6" FRONT VIEW DJ-1 DOOR JAMB TO CONCRETE DETAIL A-4 SCALE: NTS $c�Qsaeeerssea a Ol w W W _Z W 0 a Z < rn W o Q Q Z O w O �z Ln Z LLI S2 ILLjQ 0 w � 0 a Ln �.3. ^ ^ -J Ln W O) w 0� M � J Q Z LL Q �U U uw.) w W UJ W a t J 0 O LULo O O. Z to 1 EL DATE DRAWN 05/16/13 REVISION 0 SHEET NO: A-4