The URL can be used to link to this page

Home My WebLink AboutPLAN VIEW*�-? Lan VI ;� V) 7o po S` SCANNED BY St. Lucie County ao' (AeproX. ��s��nS SXIu' L errA KO — {rest L31Rn-}�r� OK S �dta��.iYc✓ �YrrL FE 691e1,ce , r(- 3 MI ro' lo'K(o' 20'xZo'TOO, V_ 20' 2.0 1 2S x 30' 14f4�C" I 2S I------I— NOl"J3 sq i oaSP&n PT f-lE; Jy nera✓I'll e— �✓�S� ��I S{ Lucie Fi -119S3 "Fro 0-cl— S B� Li'x y t IE R L 111.�� +® PAUL WELCH INC. ECH-ELECT-CIVIL EI 1984 BILTMORE ST. #11- PORT ST. LUCIE, FL 349E Q Natne: PAUL WELCH P.E. Design Firm: PAUL WELCH INC. St. Lucie County Building and Zoning Department 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-1553 Design Certification for Wind Load Compliance This Certification is to be completed by the project design architect or engineer. This Certification must be submitted with all applications for building permits involving the construction of new residence (single or multi- family), residential addition, any accessory structure requiring a building permit, and any nonresidential structure. This Certification shall not apply to interior renovations (provided that no structural walls, columns or other similar component is being effected) and certain other minor building permits. For further assistance, please contact the Building Inspection Office at 462-1553 or 462-2172. Project Name 0LAMV8t�zMe-b-- . Office Use Onl Street Address 4 `la5 M pr :ie Permit Number Occu anc T e Construction Type Certification Statement: I certify that, to the best of my knowledge and belief, these plans and specifications have been designed to comply with the applicable structural portion of the Building Codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the wind loads and forces specified by current code provisions. Design Parameters and Assumptions Used: (Please check or conlplete the appropriate box.) 1. Florida Building Code 2004 Edition. -with 2006 revisions : X 2. Building Design is (check one) Enclosed Partially Enclosed Open Building_ t 3. Building Height: = 11 4. Wind Speed Used in Building Design: (dv-O 3 second gust 5. Wind Exposure Classification (refer to exposure tables in Building Code identified in Line #1): G 6. Average Wind Velocity Pressure on Exterior Faces of Structure 54 PSF 7. Peale Wind Velocity Pressure on Exterior Faces of Structure 54 PSF 8. Importance/Use Factor (obtain from Building Code): 9. Loads: Floor � a PSF Roof/dead N p, PSF Roof/live t3 is PSF 10. Were Shear Walls Considered for Structure (check one): Yes Yu No if No, attach explanation) 11. Is a Continuous Load Path Provided (check one): Yes V_ .No .(if No, attach explanation) 12. Are Component and Cladding Detail Provided (check one): Yes )6 No _(if No, attach explanation) 13. Minimum Soil Bearing Pressure: - q PSF As witnessed by in seal, T hereby certify that the information included with this certification is true and correct, to the best of my knowledge and belief. I - [Se Ie e], reY. 0/ '0 dmg Certification #: 2 9 94 S Date: MAY 2 5 2001 rim Qlbtl- u `rtbzo-oo ZI F=2L' W Pickets Top of Bank _ Rigid Handrail 5' Ramp to 2nd Level,,' \ 2a2 Stainless Steel Screws 16d S.S. Nails 2r4 5/8 Galy. Bolts Wall Members Elevation Varies Minimum 6' Pentrrtion - SIDE VIEW - UPLAND DECKS SOUTH SIDE 20' Ww 5' ----A 6'8" Headroom Between Deck to Lowest Member Deck T Above "8'-10' from MEWL Beach — 8'-10, Minimmn 8' Penetrations r !;AY- 2 9 2007 Hammerhead Marine Construction, Inc - - Forest IndianRive Port St.Luciiee,FL34953 PAUL WELCH INC. 6905 S. Indian River Drive Fort Pierce, FL 34982 Phone., (772) 336-7420 F=(772)336-7370 s'i �C-�L�rir-CI!/IL EA9C� www.hmnmerheadmarine.com H 1984 BILTMORE ST. #114 PORT ST. LUCIE, FL 34984 k— 5' 6'8" Headroom Between Deck to Lowest Member Decks, MHWL •8140' from MHWL / Beach Forest Blanton 6905 S. Indian River Drive Fort Pierce, FL 34982 SIDE VIEW - UPLAND NORTH SIDE 2x2 Pickets Ridged Handrail i 20x20 of Bank I 20' 15' Ramp to 2nd Level 2x2 Stainless Steel Screm 16d S.S. Nails 2x4 518 Galy. Bolts Wall Members Elevation Varies 25' Minimum Penetration Hammerhead Marine Construction, Inc 2697 SW Domino Street Port St. Lucie, FL 34953 Phone: (772) 336-7420 Far: (772) 336-7370 www.hammerheadmarine.cum 6' Penetration s I- AY 2 9 2007 P UL WELCH INC. ECELECT-CIVIL ERA 19 4 BILTM02 ST. #114 10 T ST. LUCIE, FL 34984 0, F LE l�c. SIDE Z?rti - UPL_i\D DECKS 2Y& ap bn - I's� cToP) 20' q _! i 2 Y Wco� prr.14�P,� ; �rre�uc,C s l.cr_ih lrs s � f Pc�. G`alva�,�� 2V" o.C. 71-,. virfs ul - i 2x ? Cross&lEM)O "rs r�CL` rr.►LS" rr�sls3 ti n"' n MAY 0 2 2067 C.onsk . —PAUL WELCH ('qOS sTndu��-�,v � t�nY< �2bR7 SW s+ycce MECH-ELECT-CIVILENG �� i7�2tcc� FL 31R82 ' r� S�- boc et 3�19Sa 1984 PORT,ST.r U�CIE,FL34984 r HANDRAILS STRINGER COUNT <4'WidF+ 2 4' •6' WIDE - 3 8'WIDE-4 \, ELEVATION Dock Details ' +0 2Ad LeyC L CAP S' 2,1/2 S.S. Screui in decking 216 Decking pith 1/2" Space O I 2"x 8" CROSS BRACE ON EACH SIDE OF PILE- .40 CCA ALL BOLTS TO BE 518" GALV. 8" W. 2.5 CCA MARINE TREATED PILINGS 2"x 8" STRINGERS MARINETREATED. ALL STRINGERS STAGGER LAP SPLICED XuL I6PmTss. BOTT094 Ef EK VARIES PILINGS JETTED TO AMINIMUM DEPTH OF WAND AS NECESSARY TO PROVIDE ADEQUATE BEARING AND STABILITY 2 2007 FOREST BLAINTON Hammerhead Marine Construction, Inc. • PAUL WELCH INC. 5407 S L\13LUN RIVER DRR'E 2121 SW Conant Avenue Suite A FORT PIERCE, FL 34952 Port ST Lucie, FL 34953 1 IECH-ELECT-CIVIL EN Phone:(772) 336-7420Fax:(772) 336-7370 1984 BILTMORE ST. #114 a-stir.hammerheadmarine.com PORT ST. LUCIE, FL 34984 2" X 2" -- Vertical Rail Nailed Top & Bottom 2" X 8" Handrail Cap I Verti Stair Detail Note: Required number of steps to be O determined onsite 2, 2"X S" 3 314" Max. spacing 8" CCA Treated Pile, 12' O.C. {j-01E: Z f4e - S +- f R�Ab All Galvanized Hardware LK`/ nc�sc..ancnurE...��s.s. 0 Sr.URTRE.4DS SCRER'ED 31/2" SS. I fit itr C*�P) 2" X 12" 7V4"Max Risers Top or tread to top of tread a f Section Thru 0 2 200i 'Forest Ma,i-sn HammesheaditatineConstradfan.Inc PAU WELCH INC. G9oS Indian River Drive zur n`Cc�atStLadP FL34953lUeA MECH- LECT-CIVIL ENO Fort Pierce, FL 34982 Mae: M2. i&7420 Fax: (TM 344-3324 1984 E LTMORE ST. #114 mm.6amm¢rheaJnudoe.mm PORT T. LUCIE, FL 349M U�- BUILDING PLANNING if r� 3.20R shall have a space of not less than 11/, inch (38 mm) be- tween the wall and the handrails. Exceptions: 1. Handrails shall be permitted to be interrupted by a newel post at the turn and at the top of the flight. 2. The use of a volute, turnout, starting easing or newel shall be allowed over the lowest tread. R311.5.&3-Handrai1_grip.size. All required handrails shall be of one of the following types or provide equiva- lent graspability. 1. Type I. Handrails with a circular cross section shall have an outside diameter of at least 1'/4 inches (32 mm) and not greater than 2 inches (51 mm). If the handrail is not circular it shall have a perimeter di- mension of at least 4 inches (102 nun) and not greater than 61/4 inches (160 mm) with a maximum cross section of dimension of 21/4 inches(57 mm). 2. Type II. Handrails with a perimeter greater than 61/4 inches (160 mm) shall provide agraspable finger re- cess area on both sides of the profile. The finger re- cess shall begin within a distance of inch (19 mm) measured vertically from the tallest portion of the profile and achieve a depth of at least 5/,6 inch (8 mm) within 7/s inch (22 mm) below the widest por- tion of the profile. This required depth shall con- tinue for at least 3/8 inch (10 mm) to a level that is not less than 13/4 inches (45 mm) below the tallest por- tion of the profile. The minimum width of the hand- rail above the recess shall be 1'/4 inches (32 mm) to a maximum of 2314 inches (70 mm). Edges shall have a minimum radius of 0.01 inches (0.25 mm). R311.5.7 Blumination. All stairs shall be provided with il- lumination in accordance with Section R303.6. R311.5.8 Special stairways. Circular stairways, spiral stairways, winders and bulkhead enclosure stairways shall comply with all requirements of Section R311.5 except as specified below. R311.5.8.1 Spiral stairways. Spiral stairways are per- mitted, provided the minimum width shall be 26 inches (660 mm) with each tread having a 7'/_ inches (190 mm) minimum tread depth at 12 inches from the narrower edge. All treads shall be identical, and the rise shall be no more than 91/, inches (241 mm). A minimum headroom of 6 feet 6 inches (1982 mm) shall be provided. Handrails shall be provided on one side. R311.5.8.2 Bulkhead enclosure stairways. Stairways serving bulkhead enclosures, not part of the required building egress, providing access from the outside grade level to the basement shall be exempt from the require- ments of Sections R311.4.3 and R311.5 where the maxi- mum height from the basement finished floor level to grade adjacent to the stairway does not exceed 8 feet (2438 ram), and the grade level opening to the stairway is covered by a bulkhead enclosure with hinged doors or other approved means. L E R311.5.8.3 Circular stairways. Circular stairs may I have a minimum tread depth of 9 inches (229 mm) with 1 inch (25.4 mm) of nosing, and the smaller radius may be less than twice the width of the stairway. CR'L3 Ramps. _� R311.6.1 Maximum slope. Ramps shall have a maximum slope of one unit vertical in eight units horizontal (12.5-per- cent slope). R311.6.2 Landings required. A minimum 3-foot-by-3-foot (914 mm by 914 mm) landing shall be provided: 1. At the top and bottom of ramps, 2. Where doors open onto ramps, 3. Where ramps change direction. R311.6.3 Handrails required. Handrails shall be provided on at least one side of all ramps exceeding a slope of one unit vertical in 12 units horizontal (8.33-percent slope). R311.6.3.1 Height. Handrail height, measured above the finished surface of the ramp slope, shall be not less than 34 inches (864 mm) and not more than 38 inches (965 mm). R311.6.3.2 Handrail grip size. Handrails on ramps shall comply with Section R311.5.6.3. R311.6.3.3 Continuity. Handrails where required on ramps shall be continuous for the full length of the ramp. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 1.5 inches (38 mm) between the wall and the handrails. SECTION R312 C_G QAFiDS— R312.1 Guards required. Porches, balconies or raised floor surfaces located more than 30 inches (762 mm) above the floor or grade below shall have guards not less than 36 inches (914 mm) in height. Open sides of stairs with a total rise of more than 30 inches (762 mm) above the floor or grade below shall have guards not less than 34 inches (864 mm) in height measured vertically from the nosing of the treads. Porches and decks which are enclosed with insect screening shall be provided with guards where the walking surface is lo- cated more than 30 inches (762 tnm) above the floor or grade below. R312.2 Guard opening limitations. Required guards on open sides of stairways, raised floor areas, balconies and porches shall have intermediate rails or ornamental closures which do not allow passage of a sphere 4 inches (102mm) or more in di- ameter. Exceptions: The triangular openings formed by the riser, tread and bottom rail of a guard at the open side of a stairway are permitted to be of such a size that a sphere 6 inches (152tmm) cannot. /�+z S, sjbi:ough. FLORIDA B ILDING CODE — RESIDENTIAL