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Home My WebLink AboutSUBMITTED PAPERSALL APPLICABLE INFO M ST BE COMPLETED FOR APPLICATION TO BE ACCEPTED 2 Date:40 '� ' % SCANNED Permit Number: l ' 30 BY "ram < n;;�-�-,._ �° -� " St. Lucie 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 X PERMIT APPLICATION FOR: Window/door PROPOSED IMPROVEMENT. LOCATI.ON:. Address: 10044 S Ocean Dr Unit #705 Legal Description: 12 story building located on Florida cost line. Property Tax ID #: 4502-804-0053-000-7 Site Plan Name: Project Name: Sea Winds Condominium Setbacks Front Back: Right Side: Left Side: Lot No. Block No. DETAILED" .DEk P ASCRIPTION �OF`WORK: " Installation of 2 single hung windows, 1 picture window, 2 mullions in Master bedroom, PGT 700 series Wingard impact products. See Sea Winds Condominium shop drawings sheet 5 for more information. CONSTRUCTION INFORMATION: Additional wor to e performed under this permit - check L)HVAC 11 Gas Tank ❑Gas Piping a t t apply: _ Shutters Q Windows/Doors Electric 0 Plumbing Sprinklers Generator Roof Total Sq. Ft of Construction: Sq. Ft. of First Floor: Cost of Construction: $ 450.00 Utilities: 0 Sewer E Septic Building Height: OWNER/LESSEE: Cress" ° `°',, .. CONTRACTOR: Glass Engineering & Installation,',lnc. Name Charles J & Joan M Cressi Name: Robert J Clark Address:10044 S Ocean Dr #705 Company: Glass Engineering & Installation, Inc. City: Jensen Beach State: FL Address: 3677 23rd Avenue South - Unit A 101 Zip Code: 34957 Fax: n/a City: Lake Worth State: FL Phone No. 772-229-5512 Zip Code: 33461 Fax: 772-673-2796 E-Mail:jcl933@aol.com Phone No. 954-214-7672 Fill in. fee simple Title Holder on next page (if different E-Mail: tcgei@bellsouth.net from the Owner listed above) State or County License: CGC011431 If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. 'SUPPLEMENTA! CONSTRUCTION LIEN LAUV INF,,ORMATION lE DESIGNER/ENGINEER: _ Not Applicable MORTGAGE COMPANY: X Not Applicable Name: CW Engineering, LLC. Name: Address: 22693 Ashley Inn Terrace Address: City: Ashburn State: vA City: State: Zip: 20146 —Ph one: 703-726-1670 Zip: Phone: FEE SIMPLE TITLE HOLDER: X 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 O OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvemen s to your property. A Notice of Commencement must be recorded and posted on the jobsite before the fir inspection. If you intend to obtain financing, consult with lender or an attorney before commencing w k or recording vour Notice of Commencement. .. Signature of Owner/ Agent/ Lessee Signature of Contra or/ cense o er STATE OF FLOR�DA STATE OF FLORIDA I COUNTY OF %i-r- G Q/ COUNTY OF PAID RERCA The forgoing instrume t was acknowledged before me this 26 day of Q U2 IaLz ' 20 14 by O-Y\-d (Name of person acknowledging) Aj� 0J_kt4 (Signature of Notary Public- State of Florida ) The forgoing instrument was acknowledged before me this W day of OC`CO BER 2014 by LPty(ZA 4- L—rAdl2iE—L. (Name of person acknowledging) Qna4tare f Notary Public- State of Florida ) Personally Known ./ OR Produced Identification Personally Known X OR Produced Identification Type of Identification Produced Type of Identification Produced Commission No. 0010 ID � LISAJONE ommis on No.FE I195�3Fs (Seal) •S� 9 i Notary Public - Stat of Florida Revised 07/ 15/2014 "r Commission # EE 196882- r,• ." Notary Public - State of Florida ,,OF, Bonded Through National Notary Assn. z ^• • My Comm. Expires May 5, 2018 nnn REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION E R L MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS N Property Appraiser - St.Lio County, FL Page 1 of 1 Charles J Cressi Record: 1 of 1 Property Identification Site Address: 10044 S OCEAN DR 705 Sec/Town/Range: 02 :37S :41 E Map ID: 45/02S Zoning: PROPERTY RECORD CARD <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print ParcellD: 4502-804-0053-000-7 + �� C1F�0G Account # 122456 Use Type: Condo w City/Cnty: Saint Lucie County Ownership and Mailing Owner: Charles J Cressi Joan M Cressi Address: 131 Sea Cliff Ave Glen Cove NY 115424152 Sales Information Date Price Code Deed 4/18/1996 113000 01 WD 9/30/1994 100 01 QC 8/2/1994 100000 00 DE 7/31/1991 94300 00 WD 3/1/1983 135000 00 CV Legal Description SEA VIANDS CONDOMINIUM APT 705 (OR 1010-413) Assessment 2013 Total Land and Building Book/Page 2013 Final: 156300 Land Value: 0 Acres: 0.02 1010 / 0413 Assessed: 156300 Building Value: 156300 0923 /0537 Ag.Credit 0 Finished Area: 1197 SgFt 0915 / 1418 Exempt: 0751 / 1231 Taxable: 0421 / 0584 Taxes: 3165.44 BUILDING INFORMATION Exterior Features View. 3900 - Ocean View RoofCover: - RoofStruct: - ExtType: X137 - SeaWndCondo YearBlt 1983 Frame: - Grade: XSWC - SeaWindsC EffYrBlt: 1983 PrimeWall: BS - CB Stucco StoryHght 0010 -1 Story No.Units: 1 SecWall: - Interior Features BedRooms: 2 Electric: - PrmintWall: - FullBath: D HeatType: - AvgHt/FI: STD 12Bath: 0 HeatFuel: - Prm.Flors: - %A/C: 0 %Heated: 0 %Sprinlded: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qua]. Cond. YrBlt. No. Use Type Type Measure Depth 1 0400-Condo OF -Unit 0 0 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.paslc.org/paslc/prc.asp?prclid=450280400530007 8/6/2014 Charles Williams PE 22693 Ashley Inn Terrace Ashburn, VA 20148 703 7261670 p Charlie@cw-engineering.net Salcedo Construction and Consulting Services, Inc. ims03@bellsouth.net Attn: Jorge M. Salcedo sec(( P�aNs r•� wi��^ , R211/26/2014 Project: Sea Winds Condominium, 10044 South Ocean Dr., Hutchinson Island, FL Aluminum Sliding Glass Door and Window Replacement NOA No. 13-0502.03, Series PW-701/720/820 Aluminum Fixed Window NOA No.11-1013.14, Series SH-700 Aluminum Single Hung Window NOA No. 14-0213.10, Series SG-770 Aluminum Sliding Glass Door NOA No. 11-002.01, Series PGT Clipped Extruded Aluminum Mullion Manufacturer: PGT Industries, Inc.,1070 Technology Dr, Nokomis, FL 34275 References: Shop Drawings, 08.11.2014 Design pressures (per ASCE 7-10), Components and Cladding: Speed =164 mph, Zone = 4, and 5 Building Height =106' Exposure C Importance Factor II OPY Resulting design pressures are attached. FILE'C. Dear Jorge This letter is to confirm that all product applications, sizes and connections to substrate are within the scope of the NOA and, to the best of my knowledge meet the design requirements per Florida Building code. Regards, Charles Williams, PE (FL 50367) No. 50367 . 'fl STATE OF /ONAL E�►. °Iloilo a °� C ter.. ASCE 7-10 WIND LOAD CODE FOR BLDGS OVER 60 FEET HT., COMPONENTS & CLADDING LOAD COMBINATIONS, CHAPTER 2, WORST CASE PG 8 WIND LOAD JOB . Sea Winds Condominium CI1ST.: Touchstone Consulting Group DATE 11.12.14 IN . Design Pressures - ASD CONTROL#: INPUT 106. Building Ove aff.Hdght 25 Minimum Building Width,'W' C Exposure, 26.7.2 (BC or D) Pages 246, 251 164 Basic Wind :Speed :(V) MPH, Fig. 26.5-1A,B,C Page 247-249' 11 Importance Factor Category (I,= or IV), Table 1.5-1, PG 2 Importance Factor determines Wind Speed Table to use _ .. __,,....... �_ .-----. - � � � yam• Y Impact Resistant Windows? (Y ORN) o a 1.00 K,� Topographical FA.Oor.,20,U; Fig 26.8, PG. 251-254 H `' 0.85 Kn, Dirctionality Factor Table 26.6-1, PG. 250 ASD IType ASD for Allowable Stress Design and LRFD for Strength Design Values in Output `' OUTPUT 0.18 GCpi f ; T2ble 26.11-1, Page 259 -0.18 GC - -, Table 26.11-1, Page 258 12.00 Tributary Area Definition, According to ASCE; TRtB AREA = (The Greater of3xlt or 1/3xlf -) 9.5 % alpha, Table 26.9-1, page 256 900 Z8, Table 26.9-1, page 256 100 *. zone Width 'a; (1-00% of least width [0:10 x Wi 1, not less than 3.0 FT:) Velocity. Pressure (ps1) f jh = 0:00256'(VrKh*KZ*Kp 74.99 Ref Equation 30.3-1, PG 316 Exposure Coefficient Kh = 2.01 *(Z/Zs) "` .1.28 Ref Table 30.3-1, PG 317 Design Pressure P = Qh*[(GCp)-(GC,J] ' (See table Below) Ref. Equation. 30.4-1, PG 318 G DESIGN PRESSURES - GCp POSITIVE, MID-ZONEAT GCp. TRIB ZONES 4 & 5, NEGATIVE, CORNER ZONE POSITIVE ZONE MID -ZONE CORNER NEGATIVE, PRESSURE NEG. AREA FIG. 30.6-1, ZONE 4, NEG. PG. 348 FIG. 30.6-1, PG. ZONE 5, 4 & 5 ZONE 4 ZONE 5 FIG. 30.6-1, PG. 348 PSF PSF 348 PSF 10 0.90 .0.00 -1.80 48.6 -48.6 -89.1 20 0.90 -0.90 -1.80 48.6 -48.6 -89.1 50 0.81 -0.84 -1.57 44.7 -46.0 -78.8 100 0.75 -0.80 -1.40 41.8 -44.1 -71.1 200 .--- -----_0.69 .. -- - --_ -Q,76 _._._ ..... _..._..... _.._. --38.9 ._._ ... - - -42.1 - - -63.3 - r 500 0.60 -0.70 -1.00 35.1 -39.6 -53.1 Tnbutary Wind Pressure based on individual unit size 4 TYPIWI BVW to floor height, (or WMdoW heigh(, U 3 Typical mullion spacings, (or window width), 'S' 20 o.90 -0.90 -1.80 48.6 -48.6 -89.1 0111 -�Ifl sea[ eA e t a tis q r--e._ wit- ^ ?V-P M%t y Charles Williams PE 22693 Ashley Inn Terrace Ashburn, VA 20148 703 7261670 p Charlie@cw-engineering.net Salcedo Construction and Consulting Services, Inc. )ms03@bellsouth.net Attn: Jorge M. Salcedo R211/26/2014 Project: Sea Winds Condominium, South Ocean Dr., Hutchinson Island, FL Aluminum Sliding Glass Door and Window Reacem'ent 0 Aluminum Singto Hung Window NOA No.13-0502.03, Series PW 701/720/820 Aluminum Fixed Window NOA No.11-1013.14, Series SH-700 Aluminum Single Hung Window NOA No.14-021.3.10, Series SG-770 Aluminum Sliding Glass Door NOA No. 11-0922.01, Series PGT Clipped Extruded Aluminum Mullion Manufacturer: PGT Industries, Inc.,1070 Technology Dr, Nokomis, FL 34275 References: Shop Drawings, 08.11.2014 Design pressures (per ASCE 7-10), Components and Cladding: Speed =164 mph, Zone = 4, and 5 Building Height =1061 Exposure C Importance Factor 11 Resulting design pressures are attached. Dear Jorge This letter is to conf rm that all product applications, sizes and connections to substrate are within the scope of the NOA and, to the best of my knowledge meet the design requirements per Florida Building code. Regards, Charles Williams, PE (FL 50367) `��earllrrrr %% DES WI[ EN��,',ri No. 50367 . STATE OF ; 9Z o ONAL �r/lll 1 CLL l ` Z` zo(4 , .a 4 JOR : CUST. : IN . ASCE 7-10 WIND LOAD CODE FOR BLDGS OVER 60 FEET HT., COMPONENTS & CLADDING LOAD COMBINATIONS, CHAPTER 2, WORST CASE PG 8 WIND LOAD Sea Winds Condominium Touchstone Consulting Group Design Pressures - ASD INPUT 106. Building Overall -Height 25 Minimum Building Width,`W' C Exposure, 26.7.2 (BC or D) Pages 246,251 164 .Basic Wind..' peed-, -UPA- Fig:26.51A,B,CPage 247-249 11 Importance Factor Category.(),II,III, or IV), Table 1.5-1, PG 2 Importance Factor determines Wind Speed Table to use Y Impact Resistant Windows? (Y ORN) 1.00 K Topographical F -.O.o 26.8. 2, Fig 26.8, PG. 251-254 0.85 KD, Dirctionality Factor Table 26.6-1, PG. 250 ASD7Type ASD for Allowable Stress Design and LRFD for Strength Design Values in Output OUTPUT 0.18 Gq; f -, T-able 26.11-1, Page 258 -0.18 GC,-, Table 26.11-1, Page 258 DATE 11.12.14 CONTROLM 4 I� 111 y". 111. 12.00 Tributary Area Definition; According to ASCE, TRIB AREA = (The Greater ofSxli; or 113xff) 9.5 a, alpha, Table 26.9-1, page 256 900 Z8, Table 26.9-1, page 256 3.00 * Zone Width 'a; (10"/o of least -width [0:10 x W], not less dian 3.0 Fr.) Velocity Pressure (ps1) Qh = 0:00256*(W-*K^zeK, 74.99 Ref- Equation 30.3-1, PG 316 Exposure Coefficient Kh = 2.01*(Z/Zd .1.28 of Table 30.3-1, PG 317 Design Pressure P = Qh*[(GCQ)-(GC,)] (See table Below) Ref. Equation 30A-1, PG 318 GCp DESIGN PRESSURES GCp POSITIVE, NM)-Z0NE GCp. NEAR TRIB ZONES 4 & 5, NEGATIVE, AT CORNER ZONE POSITIVE ZONE 11D-ZONE CORNER AREA FIG. 30.6-1, ZONE 4, NEGATIVE, PRESSURE NEG. NEG.' PG. 348 FIG. 30.6-1, PG. ZONE 5, 4 & 5 ZONE 4 ZONE 5 348 FIG. 30.6-1, PG. 348 PSF PSF PSF 10 0.90 .0.00 -1.80 48.6 48.6 -89.1 20 0.90 -0.90 -1.80 48.6 -48.6 -89.1 50 0.81 -0.84 -1.57 44.7 46.0 -78.8 100 0.75 -0.80 -1.40 41.8 -44.1 -71.1 200 --0.69_. - - --...-.-0.7-6 M _.. -- - ._1,23._..___.._._.. 38:9-._..-:.. - _-4?.1 - --"63.3. ._.. r 500 0.60 -0.70 -1.00 35.1 -39.6 -53.1 Tributary Wind Pressure based on individual unit size 4 Typical Am to. floor height, (or window height), U 3 Typical mullion spacings, (or window width), 'S' 20 o.90 -0.90 1 -1.80 48.6 -48.6 -89.1 NOTES: seoa(eA O&Ns gr-e— ujltl^ Charles Williams PE 22693 Ashley Inn Terrace Ashburn, VA 20148 703 7261670 p Charlie@cw-engineering.net Salcedo Construction and Consulting Services, Inc. ims03@bellsouth.net Attn: Jorge M. Salcedo R211/26/2014 Project: Sea Winds Condominium, 10044 South Ocean Dr., Hutchinson Island, FL Aluminum Sliding Glass Door and Window Replacement Products. NOA . , S Aluminum Single Hung Window NOA No..13-0502.03, Series PW 701/720/820 Aluminum Fixed Window NOA No. 11 -1013.14, Series SH-700 Aluminum Single Hung Window NOA No.14-0213.10, Series SG-770 Aluminum Sliding Glass Door NOA No. 11-0922.01, Series PGT Clipped Extruded Aluminum Mullion Manufacturer: PGT Industries, Inc., 1070 Technology Dr, Nokomis, FL 34275 References: Shop Drawings, 08.11.2014 Design pressures (per ASCE 7-10), Components and Cladding: Speed =164 mph, Zone = 4, and 5 Building Height =106' Exposure C Importance Factor 11 Resulting design pressures are attached. Dear Jorge This letter is to confirm that all product applications, sizes and connections to substrate are within the scope of the NOA and, to the best of my knowledge meet the design requirements per Florida Building code. Regards, Charles Williams, PE (FL 50367) `�eeeerrrrrr Es /OF CE No.50367. ; STATE OF 4fi ke c( •....p.t.�•\ o�,dss/ONAL. 0,0% CO�rrrrle e � ASCE 7-10 WIND LOAD CODE FOR BLDGS OVER 60 FEET HT., COMPONENTS & CLADDING LOAD COMBINATIONS, CHAPTER 2, WORST CASE PG 8 WIND LOAD IOR . Sea Winds Condominium CUST.: Touchstone Consulting Group DATE 11.12.14 IN Design Pressures - ASD CONTROL #: INPUT 106 Building.Overall Height 25 Minimum Building Width,'W C Exposure, 26.7.2 (BC or D) Pages 246, 251 164 Basic WW. SOW. (V) Ivtl'I3, Fig: 26.5-1A,B,C Page 247-249 II Importance Factor Category (LII,III, or IV), Table 1.5-1, PG 2 � Importance Factor determines Wind Speed Table to use w Y Impact Resistant Windows? (Y ORN) H yU 1.00 . z& TopoSraphical F00or,26.8,2, Fig 26.8, PG. 251-254 0.85 KD, DirctionaRty Factor Table 26.6-1, PG. 250 ASD Type ASD for AllowableStress Design and'�G�o LRFD for Strength Design Values in Output �.' OUTPUT 0.18 -Gq; f -, Table 26.12-1, Page 258 -0.18 GCp; - , Table 26.11-1, Page 258 12.00 Tributary Area Definition, According to ASCE, TRIB AREA = (The Greater of Sxlt or 113xif) 9.5 a, alpha, Table 26.9-1, page 256 900 Z. Table 26.9-1, page 256 3.00 * zone Width 'a; (10"fo of least width (0:10 x W1, not less titan 3.0 Fr.) Velocity. Pressure (psf) Qh = 0:00256*(W-�K,*Kz,*KD t 74.99 of Equation 30.34, PG 316 Exposure Coefficient Kh = 2.01*(Z/Zd "` 1.28 Ref Table 30.3-1, PG 317 Design Pressure P = Qh*[(GC,)-(GCp).] (See table Below) Ref. Equation 30A-1, PG 318 GCp DESIGN PRESSURES GCp POSITIVE, MID -ZONE GC NEAR TRIB ZONES 4 & 5, NEGATIVE, AT CORNER ZONE POSITIVE ZONE MID -ZONE CORNER AREA FIG. 30.6-1, ZONE 4, NEGATIVE, PRESSURE NEG. NEG. PG. 348 FIG. 30.6-1, PG. ZONE 5, 4 & 5 ZONE 4 ZONE 5 348 FIG. 30.6-1, PG. 348 PSF PSF PSF 10 0.90 -0.90 -1.80 48.6 -48.6 -89.1 20 0.90 -0.90 -1.80 48.6 -48.6 -89.1 50 0.81 -0.84 -1.57 44.7 -46.0 -78.8 100 0.75 -0.80 -1.40 41.8 -44.1 -71.1 200 38.9 -42.1 -63.3 500 0.60 -0.70 -1.00 35.1 -39.6 _53.1 Tributary Wind Pressure based on individual unit size 4 Typical flow to floor height (or window height),'' 3 Typical mullion spacings, (or window width), 'S' 20 0:90 -0.90 -1.80'1 48.6 -48.6 -89.1 NOTES: