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Home My WebLink AboutDRAWING AND PLANSAl., MIN.--SETBi FRONTSO-! S-I&S-71--_5 CNR- AS TECH e. .REQ.. 27, 4 N WE D By Sm. Lucie County It J& -?N �kbpbsa) MEW I N ,lir 1 an`%� - - - !. SEPAPATION 85W EN ANDIOR PAD ArNACENT SMIC7URES MEETS AN /`eJ --_ EXCEEDS 1 T r d 'REM E"IT. WAP.. O� sloz 9 z onv VERIFIED . BY DATE GDAI A This is a beta release of the new ATC Hazards by Location website. Please contact us with feedback. OTC Hazards by Location oearcn mrormarton Address: 14419 Cancun Ave, Fort Pierce, FL 34951, USA Coordinates: 27.6496711,-80.47039769999998 Tlmestemp:-- -—2018-08.07-T-19:09:59.542Z Hazard Type: Wind Map Results ff s,.7 t t 31 ft l Flor d qe; i mI , _W _ to Lukenced A rI u1 5gT V; xt Results &SCE 7-16 MR110-Year ......... .... .._...................... .. ... .. ..... 87 mph MRI25-Year......... ............... ......... ......................................... ......... ... ................ .............. .......... .......... ......................... ... 105 mph .MRI 50-Year................................ ..... ..._.............._ .. ... .. ..._......._.. __.................. ,....-_ ..._..... .............. ... 117 mph MRI100-Year......... ............................. ........................ ....... -•-- - -- .... 128 mph RiskCategoryl..................................................................................................................................................... A 144 mph You are in a wind-borne debris region. RiskCategory ll................... ............ .... ...................................... ............. ............. .......... ..... ... ........ ............ .................... A 155 mph You are in a wind-borne debris region. RiskCalegoryIII ----. _.............. ..............................................._ .. ... ..._.... _............ ..... ... ... A 166 mph If the structure under consideration is a healthcare facility, you are In a wind -home debris region. If other occupancy, use the Wsl< Category II basic wind speed contours to determine if you are In a wind-borne debris raglan. RiskCategoryIV .- ... ....... ............ .............._........................... .......... ... ._. _. ._.. ..._...._...... ........: .. ..,..... A 176 mph You are in a wind-borne debris region. ASCE 7-10 MR110-Year.................................................................................................................................................................. 87 mph MR125-Year _.................... ...... ................. ... ............... ........ 105 mph MRI50-Year............ ..............._............................,...................................................._.._.............._....................._........... 117 mph MR1100-Year .... ... ..................... ............ 128 mph skCategory ........ .......................................... ................. ........... ........ ......._._........... ....... ....................... .... .... ...... A 144 m u are In a wind-borne debris region. RiskCategory ll ......... . ......... .. .. _......... ........._ ..........._ - ..___._._.......... . .. .. .... .. .................. A 155 mph You are in a wind-borne debris region. RiskCategory III -IV ............................ ••---•-.............................. .......... ............. .......... ..........,..._..................... ......... .,.. A 166 mph If the structure under consideration is a healthcare facility, you are in a wind-borne debris region. If other occupancy, use the Risk Category II basic wind speed contours to determine if you are in a wind-borne debris raglan. ASIDE 7-05 ASCE 7.05 Wind Speed ..... ..... .. . .... ...... . ------ ...... _ ..._ ..........__......... .... .. ... ... A 134 mph You are In a wind-borne debris region. The results indicated here DO NOT reflecl any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this toot with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are interpolated from data provided in ASCE 7 and rounded up to the nearest whole integer. Per ASCE 7, islands and coastal areas outside the last contour should use the Iast wind speed contour of the coastal area - in some cases, this website will extrapolate past the last wind speed contour and therefore, provide a wind speed that is slightly higher. NOTE: For queries near wind-borne debris region boundaries, the resulting determination is sensitive to rounding which may affect whether or not it Is considered to be within a wind-borne debris region. While the information presented on this website Is believed to be correct, ATC and Its sponsors and contributors assume no responsibility or liability for Its accuracy. The mate dal presented in the report should not be used or relied upon for any specific applies lion without competent examination and verification of Its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use ofthis information replace the sound iudgment of such competent professionals, having experience and knowledge In the field of pre ctloe, nor to substitute for the standard of care required of such nmfaa¢Innalo ,n in}omroenn anA annlvinn the rx,dle n! /ho rnnn,f nrn,.Lfa,l by Iht¢,.,nh¢ito I Icoro of 1ha Infnrmaflnn hnm Ihi¢ weh¢ha o¢a„ma olI IiahlCly ari¢tnn �.F. _ .f � � } �� 4, �x��f, dF ♦ ,./fix r'fi' „X/ . ri. - 1� Ni r s v/: e •,d�, xp �gP�$,.�..�T` ;. �� .��1 a .� � r i r � .r._ �}b�, x `�`o VrilIlk alm IN 1 e� ; kIfA vas _ - p �y e. ke Wk .y Ul SY 4,r '..,_�, r, '*�` ",3 •r, ur+x k�,•"ail: �� " s a s eirxa s � ", h. � 'k oft, :p Gk_s x ean,sht K��I�q�7 � 4 � 3cg � , �4" ��.�✓ ''kt��r�d�e] a+ari iw" ^e +4s gl � g x �x � ' � § CONTRACTOR: KING CARTER N /IlNUM DESIGN CRITERIA: Applicable Codes, Regulations, and Standards 1. The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Structural Design, Chapter 20 Aluminum and Chapter 23 Wood. 2. AA ASM 35 and AA ADMI Specifications for Aluminum Structures, Part 1-A of the Aluminum Design Manual prepared by The Aluminum Association. and the AAF Guide to Aluminum Construction in High Wind Areas. 3. ASCE 7-10. Loading Criteria 1. Live Load: 10 PSF per 6th Edition (2017) Florida Building Code, Appendix I Section 105.1 2. Dead Load: 2 PSF 3. Wind Load: Category 1. 3.2. Basic Wind Speed, Figure 1609.3(3), State of Florida Debris Region & Basic Wind Speed, Section 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed: V-T =150 MPH, V-D =116 MPH 3.3. Exposure Category, Section 1609.4.3: Exposure C 3.4. Screen Enclosure Section 2002.4 4. Building Category for Aluminum Structures, Section 2002.6: Category Type 1 - Patio Cover: Non -Habitable, Unconditioned Roof Type 1. Roof Type: MONOSLOPE 2. Roof Material: 3" x 48" x 0.024" composite panel Elite 2000, 1.0 density foam, Florida Product Approval Number FL 7561-R3.952-R4 Foundation Design Existing concrete. No additional concrete footing or slab is required to resist the loads imposed upon the existing slab by the proposed construction if the existing slab is a minimum of 4" thick and in sound condition, free from structural cracking, spalling, or other deterioration. Specifications The following specifications are applicable to this project: 1. All work shall be in accordance with the 6th Edition (2017) Florida Building Code, and any other applicable local codes and regulations. 2. Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues, no manufacturer substitution is acceptable without the specific written, signed and sealed authorization of Suncoast Aluminum Engineering, LLC. 3. Screen Material: Design based on 18/14. Any other material must be approved. 4. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better zinc plated to ASTM B633, or coated stainless steel series "300", or uncoated stainless steel series "400". 5. 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. 6. 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. 7. All flashing and weatherproofing shall be provided by the contractor. 8. Door location shall be determined by contractor in the field. 9. Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. WIND SPEED AND � ""'OSURE HAVE BEEN DETERMINI�, SING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. REC Q� o W Q o W ~Q Z= AUG 2 8 2018 ) Q' o= 1 � Z � -- - - -- - - -- -ST.-Lucie County, PROFESSI6NAL SEAL EXISTING PRE-FAB. HOME 2X5SMB A-2 f WALL 2X3 END BEAM 3"X48"X0.024" 1.0# DENSITY FOAM 08 COMPOSITE PANEL N N w� j A-2 2X5 EDGE BEAM 5'-0" - 4 A-2 00 I 3X3XO.093 ao POST 5'-0" El SCANNED CC ElW BY U a 9'-6" 'f. Lucie Cou* u,J LL z W Qm wm W a � W "� zp z z Qz OuZu Z 03X3X0.093 J W Z POST o s X Cn Cn a s 00 Z ., N Xo N =.UJ 2X3 BEAM �2X3KB Q Z o c TYP 3X3XO.093 < LLLJ 'P S POST Q W� m M UI U Z xQ^N Z (9 ° �F'^ =) Z3�w�.. (A W M u 1--0 FIt - .9, (A .. N W W THESE PLANS AND ALL PROPOSED WORK o Z ARE SUBJECTTO AW, OVIRECTIONS Q :D W REQUIRED IN F&D 1112 bO` ORS TUT � � Z Q a- POST0.093 1 A05E NECE it IN ORDER TO ; Q W 0) � 0) COMM �r�'L`f WITH AL11 RaPPLICA. CODES. ' a � � ° LL CONCEALED Frw ASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OFRECORD ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLIA CE REVIEWEE Y DATE g PLANS AND PERMI MUST BE KEPT ON JO OR NO INS,PEC-TION WILL BE MADE DRAWN BY MW DATE DRAWN 08/07/18 REVISION 1 - z - SHEET NO: A-1 E