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HomeMy WebLinkAboutSUBMITTED PAPERSI ALL APPLICABLE INFq MUST BUGOMPLETED FOR APPLICATION TO BE ACCEPTED Date: SCANNED Permit Number: Lucie Y - County Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line PROPOSED INI€PR0IIEMENT LC)CA ION .ate -sec. .s�hva.�4 ,.. a.�. .. -.v t.+'tii. .r4.: .. ...._ems, k.z .. x., .S,a.. ...x,•n3a.. .x'Rm _-£. Address: H W-c) Gir c X woob O'r • `aOr • Lucie DL 3yq%2 Legal Description: `PCx)\ wkib !�jcceeo yj-jO F Property Tax ID #: �O Lio1�,��10 - C 003-OCyU- 5 Lot No._ Site Plan Name:TeceZ. Block No. Project Name: Y�Q QZ Setbacks Front Back: Right Side: Left Side: ?Ool e ocf-�'Uce wMA-.% screen Q�)Qc Nsv CvKCr 0--ke S%;a•QJ5 0-1 v��-60 Jditional work to be 11HVAC 11 Electric nertormed under tnlS permit — CnecK all Gas Tank Gas Piping Plumbing Sprinklers ply: Muttersa Windows/Doors 11 Generator 11 Roof ❑ Total Sq. Ft of Construction: NN�� Cost of Construction: $ (9�r 00.00 Sq. Ft. of First Floor: _ Utilities: Sewer 0Septic Building Height: ESSE OWNER%LE .. ? . ITACTOR3 . CQ R Name'Vr-_W fcz I 1= 6q0 , Q( NeriC\I Name: LS C9,h Address: VAd02 C'1c&nU)CO6 Oc Company:. DOrCV`% ';�GC'ATM City: ?oa Sk Llou?_ State: IF L. Zip Code:' yAq% 2- Fax: Phone No. —i--n 21 \D SgLtl Address: 135kb CC7i' (V'( .CCGra1 C ri C -U6 {, LD City: -FUyitcCC State: FL. Zip Code: Fax:1`72LAU5 S2.S2 Phone No.1!�L'ALl,5 U71-12 E-Mail: Fill in fee simple Title Holder on next page ( if different from the Owner listed above) E-Mail: \0 (dyyl In@ 'we *LchytCkON -coM State or County License: (Z%Q 12 SSA SQ -I%5q$ II If value of construction is $2500 or more, a RECORDED Notice at Commencement is required. s p11 ('u,, (TcTr— �a/S �� „�LC, •vec�dr v�� PLANNING & DEVELOPMENT SERVICES DEPARTMENT Building & Code Regulations Division 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772)462-1553 FILLED LAND AFFIDAVIT I, the undersigned, am the owner of the following described property, O0y3 oo©.s' 40052 Q-02,_J w-00 L (Parcel Id#/Legal description/Address) for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development, Permit, BP Number , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. (-Zr: 12 L Z Property wner Name ase Print) roper weer Si afore a e STATE OF FLORIDA, COUNTY OF itna-01 ACKNOWLEDGED BEFORE ME THIS '- ODAY OF�?/� 20_, L_ BY [� �P Q' ,Pr � WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED SI(WATURE OF NOT RY P IC COMMISSION NUMBER SLCPDSD Revised 04/11/2011 AS IDENTIFICATION. BRENDA .iOAN ROONEY TYPE C 3 c mission 4 E E 116416 My Commission Expires August ()4, 2015 (SEAL) e M ..r C . ,„ ., .F ...•n........ . .... . �.-�... DESIGNER ENGINEER: Not Applicable / pP - MORTGAGE COMPANY: MORTGAGE of Not Applicable Name: SkAnCOCk'zA Pkccb En9 LLC Address: kSto30 51841S Address: City: OtOrwGlec State: IEL City: State: Zip:3'51W Phone.'IXI-53z-g000 Zip: Phone: FEE SIMPLE TITLE HOLDER: Not Applicable BONDING COMPANY: _Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. in consideration of the granting of this requested permit, I do hereby agree that I will, in. all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commMcing worK or recorain our i-4ovice oT Lommencem WUN a of Owner/ Lessee/Agent S SF FL 0IV _p ST C OF ALL (�U � U The fRrgoing instr ent was acknowledged fore me this day of rc.L 20 1 (Name of person acknowledging) nse Holder OF FLOR , J� f Y O F ��jC The aday ing insti , ment was acknowledged before me this o rC L. 201� by, ma I r-'69+0i (Name of person acknowledging) (SWature of Nota or • Public- State of Fda) ( nature of NHtary Public- State of rida ) Pe ntification P „ R tification Ty �' " i18AEiN NrQkQA N ROONEY Ty ,= ommission Commission N EE 116416 '• *'- =_+ p, .c My Commission Expires C moo• My Commission Expires lal)Co .fJo. e��.,��e+ ne �n leal), Revised 07/15/2014 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE pj •O(o• /J INITIALS JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE --TNTY FILE # 4057429 OR ': 3733 PAGE 2767, Recorded 04/09/20 t 02:46 PM NOTICE OF COMMENCEMENT To be completed when construction value exceeds $2,500.00 PERMITP: TAXFOLIO0 D'A-CM-100)00b-�100pS STATE OF FLORIDA COUNTY OF SAINT LUCIE The undersigned hereby gives notice [hat Improvemenlwill be made to certain real property. and In accordance with Chapter713, Florida Statutes, the following Information Is provided in this Notice of Commencement. L. •z ,r cenw ood car- I.FGAL DESCRIPTION OF PROPERTY (AND STREET ADDRESS. IF AVAILASLEI: C� C-p,eccq, I F L 3 ij g562 GENERAL DESCRIPTION OF IMPROVEMENT:2001 eXNCC\OS.I(e WIAX-A SCCeen COOF- LESSEE INFORMATION, IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Interest In Name and CONTRACTOR'S NAME: THE PORCH FACTORY, LLC Phone No.: 772-4656772 Address: 7366 Commercial Circle Unit 4D. Ft. Pierce. FL 34951 SURETY COMPANY (If applicable, a copy of the payment bond Is atlached); Name and Address: Phone No.: Bond LENDER'S NAME: Phone Persons within the Stale 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: Name: Phone No.: In addition to himself or herself, owner designates of to receive a copy of the Llenor's Notice as provided in Section 713A3 (1) (b), Florida Statutes. Phone number of person or entity designated by Owner. Expiration date of Notice of Commencement: (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the date of recording unless a different date Is specified): declare that I have read the foregoing and that the facts in It are true to the best of my knowledge and belief. Owner or The foregoing instrument was acknowledged before me this';5day of 20 By; Ud9 ertz as n t)rw-r for Name of Person Type of authority (e.g. officer, trustee) Parry on behalf of whom instrument was executed. I { A Personally known rVr produced idenlificallon ❑ Jo ery's Signature"'NN'� JR2 Type of idenficalion produced JOAM C mmission Expires T: 1�lslNew)AF &M ,4il encement.Docx xi „N STATE OF FLORIDA ST. LUCI COUNTY TRUISM D CORRE'WFCTTCOPYTTHOFIS E ORI N RK — J U ® APRII(PT1015 - Date: V Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave Fort Pierce, FL 34982, 772-462-2172 Fax 7.72-462.6443 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT PERMIT #:1 J 04- O 18Z— 30B ADDRESS: y60 Z BUILDER/CONTRACTOR: >'Gh +or PEST CONTROL CONTRACTOR: — - hxl -e PEST CONTROL LICENSE #: -z% We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance with the standards of the National Pest Control Association. Square feet if area treated: Ll-S0 S/ r Percentage of solution: Date of Treatment: — L Footing 15t Treatment —Re-Treat Driveway 1�t Treatment f� Treat Other `YtH:��fl 1�c��4�on �1� Treatment Re -Treat Chemicals used: �3k td n-p-' Total gallons used: 5 d Time of Treatment: lo" 30 1't Treatment Re -Treat Pools 1st Treatment Re -Treat Perimeter for Final Inspection Signature of Fxtermin Note. There must be a completed form for each required treatment or re-bewimentand this form mucstbe on thejob s& to be picked up by the inspector at time of each Inspectlon or the scheduled inspection will fall and a-m-lnspeclfon &10-hmrnor! FBC104.2.6 Certificate of Protective Treatmentforprevendon oftennites A weather res/stantjobisite posting board shall be provided to receive duplicate Treatment Certificates as each required proteclive Mwimentis completed, providing a copy for the person the permit Is issued to and another copy for Me bullding permit flles The Treatment Certificate shall provide the product used, identity of the applicator, t/me and date of the treatment, site location, area treated, chemical used, percent concentration and number ofgallons used, to establish a verifiable record of protective treabm a if the so/l chemical barrier method for termite prevention Is used, final exterior treatment shall' be completed prior to final bullding approval. i St Lucie County requires for the final inspection for CO, a Permanent Sticker to be placed on the electrical panel box cover, listing all the treatments and dates of applications. 02/3/2016 13;06 TO:17724621578 FROM:7724653252 Page: 2 PLANNING AND DEVELOPMENT SERVICES DEPARTMENT BUILDING AND CODE REGULATIONS GULATIONS DIVISION 2300 VIRGINIA AVE FORT PIERCE, FL 34982 (772) 462-1553 Fax (772) 462-1578 PERMIT RENEWAL REQUEST PERMIT NUMBER: I5o�1 D I. 2 ADDRESS: �I_0. 02.t�ree nv�l�d Sri ve, t.� Ke 3gg8z I, Ja-rnes '--R."3E rann , am requesting that the above permit be renewed, I understand that I must schedule and pass all required inspections for the permit to be finaled. Further, I understand that this is a ONE TIME RENEWAL and the permit shall expire should I not receive' a passing inspection during any six month period during the renewal period. Justification Nns-fr tcufion dP- tau WN BLDR 0 CONTRACTOR SIGNATURE J.�a MeS t?zt'tn Print Name STATE OF FL IDA COUNTY OF - Ltw e.. M GED BEFORE ME THIS 3 DAY OF Fe bf IS PERSONALLY b�.�o312ot � DATE 20-R.0 Met 14AS PROVIDED AS IDENTIFICATION, STATE OF FLORID, County of BRENDA JO 11 R0ONEY i JJ4�{tY p�9 yi Notary Public - State of Florida Commission # FF 907848 SIGNATURE OF N TARY %�, My Comm. Expires Aug 6, 2019 Bonded through National Notary Assn. FOR OFFICE USE ONLY: Number of Open Inspections: Total Inspections: (Divide open by total to get % of open inspections) l� Percentage: Original permit fee: x % open = $ Renewal fee Example: [15 divided by 23=.65(%)] $175(permit fee) x .65=$113.75 (renewal fee) Revised 7/21/2014 02/3/2016 13:06 termite Inspection • Termite Pretreatment • Pest Control • Rodent Service • Fire Ant Lawn Service • Whitefly Treatment TO:17724621578 FROM:7724653252 Page: 3 Je5u5 Christ is �Qr 772-323-7921 E�ICIif A BUg Toll Free: 1-877-365-9990 Termite & Pest Fax: 772-340-5990 Control, Email Evictabug@gmaii.com Inc, • Licensed & insured Lie. J8175775 zW6 SW Woodridge St. Notice of P Pori St, Lucie, FL 34953 (as required by Florida Building Coder(FBC) 04.26eTermitesatment for and Broward County Chapter FBC 106.2.2) PEST PREVENTION I FIRE ANT SERVICE I TERMITE SERVICE I RODENT EXCLUSION & REMOVAL I DATE OF SERVICE ..j q v) 45 TIME J.Q ! 36 (PROJECT) STRUCTURE ADDRESS (LOT/BLOCK) TREATMENT TYPE/AREA ❑ FLOATING Q MONOLITHIC PATIO ❑ CUTOUTS ❑ FOOTER Q FRONT ENTRY 0 TAMP & TREAT eTREAT ONLY 0 FINAL PRODUCTS ArgASELINE Q OTHER ACTIVE INGREDIENT CONCENTRATION X .06% ❑ .12% SQUARE FOOTAGE Q DOMINION 2L ACTIVE INGREDIENT TOR'S NAME � rG..ir•t; 6�y CITY, STATE, ZIA CODE y � a rt A ❑ GARAGE Q DRIVEWAY RETREAT Q BORA CARE TREATMENT ❑ POOL DECK 0 OTHER 8IFENTHRIN ❑ TERMIDOR SC 0 BORACARE WHITEFLY TREATMENT PERSON Y\ COUNTY 0 STEM WALL/FOOTERS Q PLUMBING CUTOUTS � ADDITION Q DISODIUM OCTABORATE TETRAHYDRATE ❑ .25% ❑ ,05°% ❑ 23% 0 9% 11 OTHER GALLONS APPLIED ___ LINEAR_ FOOTAGE SQUARE FDOTAGEVERIFIED i LYES Q NO EA�SU�R Q R VERIFIED PER PLANS JOB READY CONDITIONS MET ONO DETAILS As per 104.2.6 FBC • if soil chemical barrier method for termite prevention is used. Final exterior treatment shall be completed prior to final building approval. Certificate of Compliance: The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agricullure and Consumer Services. (Per the Florida Building Code.) if this notice is for the final exterior treatment, Inilial and date this line 9NAL STICKER ❑ ELECTRICAL PANEL 0 WATER HEATER Q OTHER °ayment Terms- Payment due at time of service. )ate Appplicator. (Evict ABug Termite and Pest Co rol, Inc.) )ate Customer (Property Owner orAgent) Sear:.`htesults for Map Page 1 of 1 Home About This Site Lat/Long Finder Related Resources Sponsors About ATC Contact Search Results Latitude: 27.4128 Longitude:-80.3429 ASCE 7-10 Wind Speeds (3-sec peak gust MPH*): Risk Category I: 146 Risk Category II: 159 Risk Category III -IV: 170 MRI*' 10 Year: 87 MRI** 25 Year: 107 MRI'* 50 Year: 119 MRI** 100 Year: 130 ASCE 7-05: 140 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 gov m. u_Download a PDF of your results 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://windspeed. atcouncil. org/index.php?option=com_content&view=article&id=10&dec.. 3/24/2015 GRADE �cyc shah TYPE 11 MODERATE SLOPE FTG 2:12 - 3:12 I, 31" OVERLAP SON 3" CHAIRS MOTES FOR ALL FOUNDATION TYPES: 1. THE FOUNDATIONS SHOWN ARE BASED ON A MIN SOIL BEARING PRESSURE OF 1,500 PSF. 2. THE SLAB/FOUNDATION SHALL BE CLEARED OF DEBRIS,. ROOTS AND COMPACTED PRtbR TO PLACEMENT OF CONC. 3. CONCRETE SHALL BE PER SPECIFICATIONS ON SHEETA-1. 4. FIBERMESH MAY BE USED IN LIEU FOR WELDED WIRE. MESH. 5. IF ALUMINUM BUILDING CATEGORY IS CLASSIFIED AS HABITABLE SOIL TO BE TERMITE TREATED PER 2010 FLORIDA BUILDING CODE, SECTION R318.1 6. VAPOR BARRIER NEED NOT BE INSTALLED FOR EXTERIOR NON -HABITABLE CONCRETE FLAT WORK rA­*�TYPE 11 FOOTtNG A^� SCALE: 1IN. S E T 9'� ata �YL'�1. FRONT y SIDES t CNR SIDES HI 1 J/ REAR r ZNG. TECHI.Cj�� G • LEGAL DESCRIPTION: Lot 2 in Block 1 of GREENWOOD according to the plot thereof as reco.rded'in Plot Book 11 page 41 of the Public Records of St. Lucie County, Florida. Q A FRY S U R\/ EY ABBREVIATIONS: SURVEYORS NOTES: SET l=Set 5iron reb5543" yy��ith mar Vela$ cop marked "PSM 55 1. Unless otherwise noted only platted easements FD=Found 5/8" Iron Rebor are shown hereon. F.F.E.=finished Floor Elevation 2. No underground utilities or improvements Were OH--OH—OH— Over Head }fires located unless otherlyise shown. X--X--X-= Chain Link Fence 3. This site lies Within Flood Insurance Rate Map R.O.W.= Right of Way Zone X. 0--0-0-= Wood Fence [h(= FPL Transformer Pad 4. Flood Zone shown hereon is an interpretation PL=Value as platted by the surveyor and is provided as a courtesy. The flood zone should be verified by a R = Radius of curve L =Length of curve determination agency. Del�Q of Curve 5. Bearings shown hereon are based on the Center line of LOT 2 BLOCK 1 being S EAS. = M easured as 89'37'00" E CONC. = Concrete according to the Plat described hereon. C.P.= Conc{ate Pad ®= 6. P.U.D.E. denotes Public Utilities and Drainage }dater Meter Easement. �= PoWer Pole = Utility Box 7. All Lot dimensions shown are per plat unless ®_ Wei I othertyise sholyn. BOOTH DRIVE 60' R,O.W, - 20' ASPHALT ROAD S 89037'00" E 110,44' 04 FENCE PROPERTY CORCERCORNER BSI G 6 p�� t j 0 — LOT 3 BLOCK 1 W 0 C^ CD 5 LPc3 0 too) 6.05' N90000'00itE to to O d' PORCH 1. STORY CONC BLOCK L =7g; >j 4=zs o4;59 I LV. L Coy g rd CARPORT 19.79 DRIWC ^ 26,88' � r J e v 60' R 0 {� 26 , ' 20 AspHA' r RoAD S64' 50,,E Gl?rr 0 F RI � ,j2w acre I -CZ) N O I � I LOT 1 BLOCK 1 I W . o ICD CD N C:) I CD r C I CO d- N to PARCEL "A" k 4002 GREENWOOD DRIVE Cert i f led to: Edgar Perez & Nency Perez Absolute Home Mortgage Corp„ and/or The Secretory of Housing and Urban Development, I.S.A.O,A„ A,T,LM.A, Libert Title Company of America Inc, Old Re ublic Notional Title Insurance Co SCALE:1 "=30' Atlantic Land Desi ns g of the Treasure Coast, LB7468 754 NE Jensen Beach Blvd. Jensen Beach, rL 34957 Mailing Address: P.O. Box 1421 Jensen Beach, FL 34958 ALD5543@gmail.com (772)398-4290 DATE: 10 13 13 / / 1 hereby certify that the survey sho*n hereon is true and correct and is based on actual measeurements taken in the field. This survey meets the Minimum Technical Standards of Chapter 5J-17y1M exr�p Florida administrative code. I'MIFIC" -0 James A. Digitally signed by lames A. Ceslro Jr. PSM 5543 DN: cn=James A. Cesiro Jr., o=Atlantic ' Land Designs of the TC, ou. 'Ce s i ro Jr. Date: 2019 10 1419 37:08 04'00 S a w STAT60F S 4 NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC c! fLORI�� g SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL Fo sult'1•.Yn4 DRA#j. AWP 1 2013-0791 DATE: REVISIONS LAST FIELD DATE :10/12/13 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 1-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: VuLT =150 MPH, VASE) =116 MPH 3. Exposure Category, Paragraph-1609.4.3: - C - - 4. Screen Roof Enclosure Table 2002.4 Foundation Design Existing masonry wall and footing. No additional concrete is required to resist the loads imposed by the proposed construction. Existing stem wall shall be in sound condition, free from structural cracking 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 iii. 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 A185 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 (ldckplates) 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 Aluminum 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 Aluminum Engineering, LLC. 11. Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. Roof Type Roof Type: WIND SPEED AND EXPOSURE HAVE BEEN DETERMINED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. i I I I I I I 1 1 i / / / ' 11 4u r LLANS MO ALL PROP09M WORK ARE SUBJECT TO ANY COMECTIONS REQUIRED BY FIELD INSPGCICRs THAT MAY BE NECESSMY Iff OMM T® COMPLY WITH ALL APPLICABLE CODES. A-3 1X2(TYP) '44 \2X /2X A-2 2X2 2X2 2X2 2X2 2X2 30 I Go XM M 00 �� XM XXM m a0 0]�2X2 pp 0] 00 XM m 00 �yE xM M X NZn N(n N(nN(n N(n NIn N 'V N X N2X2 2X2 2X2 2X2 2X 2X2 4- P2X2(1) A-3 47'-q" V 1(2D A-3 6'-10" 6'-10" 6'-10" 6'-10" 6'-10" 6'-10" 6'-10" M 11��(Opy F U= O.� z o LL _ v Q U %� ko iNo I 1�1 � PROFESSIONAL SEAL #— 8'-0" " W W W _Z W . d W a = O O z w N Z LLI LL > Q � LLJ ~ o tl Ln LL ZU� J Qto ~ Z o$ � z� m N CC ," S S Q W �L T N Z Lu �LL Z C9 Ln =) Z LE) W '�cirLL N W cn > W 0 0 O a iW w� W W EL allo -� C7 rn LL' p LY Cl)davLLLL �Q�az ST L CIE COUNTY BUILDING DIVISION REVIEWE DRAWN BY TP DATE DRAWN 03/26/15 REVISION 1 - FOR COMPLIA REVIEWED BY DATE - ,� . p © _ PLANS AND PER IT MUST BE KEPT ON JOB OR NO INSPECTION WILT ' MADE SHEET NO: A-1 WOOD SCREWS, 6" IRT & @ 12" O.C. x3"CONCRETE ANCHOR, 6" IRT & @ 24" O.C. C'i 1X2 TO HOST STRUCTURE DETAIL A-3 SCALE: NTS 1 " x 2" OPEN BACK INTERNALLY SCREWED TO BEAM W/ (2) # 10 x 2" 2" x 2" x 1/8" ANGLE W/ (2) #14 x 3/4" INTO BEAM & #14 x 2" SELF TAPPING SCREW INTO HEADER 2" x 8" SMB—/ 1 1/2" x 2 1/8" x 1 1/2" x 6" LONG x 0.062 6063-T6 ALUM RECEIVING CHANNEL W/ (6) #14 x 3/4" SMS EACH FLANGE f— EXISTING HOST WALL CONCRETE: 1/4" x 2 1/4" CONCRETE SCREW ANCHOR, 6" FROM END & @ 24" O.C. WOOD: 1/4" x 3" LAG SCREWS, 6" FROM END & @ 24" O.0 VCONCRETE: (3) 1/4" x 2 1/4" CONCRETE SCREWANCHOR, 6" FROM END & @ 24" O.C. WOOD: (3) 1/4" x 3" LAG SCREWS, 6" FROM END & @ 24" O.0 G BEAM TO HOST STRUCTURE ATTACHMENT_ DETAIL A-3 SCALE: NTS 1 112" x 5" x 1/8" (4) #12 EA /8" S.S. CABLE ' m SLAB. •e<,6'6• MID 3/8" DIA. x 3" EMBED `SLAB / FOOTING CONC. SCREW ANCHOR SEE PLAN H— CABLE CONNECTIONS AT FOUNDATION A-3 SCALE: NTS c: z W efco oaJ = DH — z U — o Q �`• - \ \\ PROFE III \ SIONAL SEAL L c 'p y GUSSET PLATE SELF MATING E a PER E SERIES. I BEAM ;� 1 1 H-3 ROOF BRACING CONNECTION DETAIL A-3 SCALE: NTS CONTRACTOR TO INSTALL (2) #14 x 2" SMS THRU BRACE INTO BEAM THRU GUSSET PLATE NTRACTOR SHALL RUN THRU BOLT TO ATTACH NYLON WASHER & UNLESS STEEL NUT (9) #1 1/8" PLATE ON 6063-T6 EYE BOLT FOR CABLI PERIMETEI H-2 CABLE CONNECTION AT CORNER A-3 SCALE: NTS OC W W Z uu -a W C3 Q w— c� Z O O �tn Z N w VI Z L! Lu LL j a O O wz cc F- O d N aL Z U 2 aZog co I i W w,Tm OWt; LL R I M w 2 u Nm - ' Z L 3 ---- a o Z W N > 0' W fY 0 O Q zv F— WW WE U (N 1 LU�0) 0D:o�� ccWo0� CL 0_ 'qt LL LL DRAWN BY DATE DRAWN 03/26/15 REVISION i - SHEET NO: A-3 c CORNER (2) #10 x 1 1/2" SMS THRU SCREW BOSSES SLAB / FOOTING SEE PLAN (4) #14 x 3/4" SMS INTO POST 1"x 2" O.B. FASTENED TO CORNER POST W/ #12 x 1 1/2" SMS AT 6" FROM TOP & BOTTOM RAILS. TYPICALLY @ 24" O.C. 1/6" x 2" x 2" EXTRUDED ANGLE 5052 H-32 ALLOY EA CORNER W/ (2) #14 x 2" SMS INTO POST & (1) 3/8" DIA. CONCRETE SCREWANCHOR INTO CONCRETE 21/4" MIN CONC CORNER POST W/ 1"x 2" @ BACKSIDE 1 I 3/8" x LENGTH AS REQUIRED FOR 21/4" EMBED CONCRETE SCREWANCHOR INTO 1" x 2" BASE PLATE CONCRETE ANCHORED TOCONCW/114" aY,;• CONCRETE SCREW ANCHOR ,`. (MIN. 1 1/4" EMBED) 6" MAX EACH SIDE OF POST • i AND 24" O.C. MAX a ` s FRONT VIEW CP-1 CORNER POST TO CONCRETE DETAIL A-4 SCALE: NTS P C' 0) '' = U Wes: - o Z w co PROFS )O •0EA a Lu Lu Z LL LL I Q` ' z Q Q !D LL LL O � 2 aZ LL J Z U Z W LL_ O > o a w ccw F-- O to LJL a e )J 3/4" SMS THRU RC 2" x 2" EACH SIDE 3' O.C. 3" FROM 'RETE " x 0.062 RC ALONG OF MASONRY WALL 1 1/2" CONCRETE W ANCHORS AT 16' SLAB/FOOTING SEE PLAN DJ-1 OOR JAMB CONNECTION AT MASONRY WALL DETAIL SCALE:NTS i z U C Le t J Q9 �s i Q Z o g == F Ln ► al-im�g Q LL W�mm j p LL lnK�� W _Z Z � a ° o Z b9.:j p Ln LL .ma u N LL ° W N > Ln R' LL � 0 O Q W U LU W LU WD_04 O WNF-Nt G. D W co �u-li DRA PN BY DATE DRAWN 03/26/15 REVISION 1 - SHEET NO: A-4 ALUMINUM MEMBERS DIMENSIONS HOLLOW SECTIONS 2 x 2: 2" x 2" x 0.046" 2x3: 2"x3"x0.050" 2 x 4: 2" x 4" x 0.050" 2 x 5: 2" x 5" x 0.050" OPEN BACK SECTIONS Ix2: 1"x2"x0.040" 1x3: 1"x3"x0.045" SNAP SECTIONS 2 x 2 Snap: 2" x 2" x 0.045" 2 x 3 Snap: 2" x 3" x 0.050" 2 x 4 Snap: 2" x 4" x 0.045" SELF MATING (SMB) 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" 2 x 5 SMB: 2" x 5" x 0.050" x 0.100" 2 x 6 SMB: 2" x 6" x 0.050" x 0.120" 2 x 7 SMB: 2" x 7" x 0.057" x 0.120" 2 x 8 SMB: 2" x 8" x 0.072" x 0.124" 2 x 9 SMB: 2" x 9" x 0.072" x 0.124" 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" MINIMUM FASTENER EDGE DISTANCE: 1/2" MINIMUM FASTENER SPACING: 3/4" CONCRETE SCREW ANCHOR: SIMPSON TITEN HD OR EQUIVALENT SHEET METAL SCREWS (SMS): ITW / BUILDEX OR EQUIVALENT MEMBER SIZE I EDGE "C" 2X4 Yz" 2X5 1 2X6-2X10 1y" EAVE RAIL (SEE A-1 FOR SIZE) INTERNALLY SCREW THRU BEAM W/ (3) #10 x 1 1/2" 1"x FASTEN TO EAVE RAIL W/ #10 x 1 112" 6" FROM UPRIGHT & 24" O.C. (1) 1/2" DIA. x 2 1/2" THRU BOLT W/ NYLOCK JAM NUT- IN LIEU_ OF NYLOCK JAM NUT, JAM NUT W/THREADLOCKER MAY BE USED 11 2" x _SMB BEAM NOTCHED OVER UPRIGHT (SEE A-1 FOR SIZE) I N,__2"x_SMBUPRIGHT INSTALLATION REQUIREMENTS: I I (SEE A-1 FOR SIZE) BOLT IS TO BE INSTALLED AS TO NOT DAMAGE BASE MATERIAL DO NO OVER TIGHTEN. PATENT PENDING � UPRIGHT TO BEAM CONNECTION A_2 SCALE: NTS 1/8" x 2" x 2" EXTRUDED ANGLE 5052 H-32 ALLOY EA SIDE F, EXISTING 21/4•MIN CONIC MASONRY • •ANCHOR EMBEDMENT WALL MIN 1 SIDE VIEW (2) 3/8" DIA. CONCRETE SCREWANCHORS (21/4" CONC. EMBED) - A. 2 a 4 v q . . .E FRONT VIEW 1" x 2" O.B. BASE PLATE -TYP 1114' MIN CONC ANCHOR EMBEDMENT l (1) 1/2" DIA. THRU BOLTw/ NYLOCK JAM NUT - IN LIEU OF NYLOCK JAM NUT,.JAM NUT_w/THREADLOCKER_ i-MAY BE USED TIGHTEN TO CONTACT -DO NOT OVERTIGHTEN 1"x 2" BASE PLATE ANCHORED TO �CONC W/ 1/4" CONCRETE SCREW ANCHOR (MIN. 1 1/4" EMBED) 6" MAX EACH SIDE OF POST AND 24" O.C. MAX gA-2B 2" x 4" OR LARGER UPRIGHT TO MASONRY WALL DETAIL SCALE: NTS 3/16" 5052-1-132 GUSSET 2"x PURLINS ATTACHED TO BEAM w/MIN (4) #10 x 1 1/2" SMS PLACE WASHER UNDER SCREW IN GUSSET CORNER 1 1/4" SMS @ 1 1/4" O.C. 2 1/2" x 1/8" x (GIRT OR PURLIN WIDTH + 1/2" x BEAM DEPTH OR UPRIGHT DEPTH -1/2") ALUM BACKING PLATE 2"x2"OR2"x3' MEMBER 0 x 1 1/2" SMS INTO EW BOSSES SNAP OR SELF -MATING BEAM ONLY C PURLIN OR GIRT TO BEAM OR POST DETAIL A-2 SCALE: NTS 2 x 2" PURLIN - NOTCH BOTTOM_ FLANGE TO OVERLAP UPRIGHT 2 x 2" x 1/8" 5052 - H32 ANGLE EA SIDE OR 2 x 2" x 0.062" 5052-1-132 RECEIVING CHANNEL 2" x 2" 1 " x 2" x 0.044" OPEN BACK INTERNALY SCREW TO UPRIGHT W/ (2) #10 x 1 1/2. I (2) #12 x 3/4" EACH LEG SMS & FASTEN TO EAVE RAIL W/ I I EACH SIDE - SCREWS SHALL TYP #10 x 1 1/2' SMS SPACED 6" FROM I ENGAGE UPRIGHT BOTH PURLIN AND UPRIGHT AND AT 24" O.C. NOTES: 1. GUSSET DIMENSIONS ARE MINIMUM (2) REQ'D - (1) EA SIDE OF BEAM - MAY BE INTERNAL OR EXTERNAL 2. AS. BEAM SIZE CHANGES, ADD OR SUBTRACT SCREWS TO MAINTAIN 1 1/4", . . C/C SPACING. 3. GUSSET LENGTHS REMAIN CONSTANT, WIDTHS CHANGE TO MATCH BEAM SIZE. NOTCH POSTAS REQUIRED FOR 2" x 2" EAVE RAIL F SLOPED PURLIN CONNECTION DETAIL A_2 SCALE: NTS Co W U 7 w W Lu _z Lu 0 W C7 O10 Q � � z O O y z Lu N z W LU Q LL O w W I= O d Ln - 2 M Z . U CD J aZOE a z ,� W cim Q �J M p w sn-A W U a N N J CD Z V) Lu W 6i W 0 O Q Z U W D_ W CV LLI CC) 0 LU I-- 0)M O M d D_�OILL DATE DRAWN 03/26/15 REVISION n _ SHEET NO: A-2 C