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HomeMy WebLinkAboutPlots Plan & SurveyA BOUNDA$X Al• 03CORD SURVEY FOR ADRE§ VERASfCI* Boundary Survey 0 r') Note: Bearings & Distances Are As Per Plat Unless Noted ' ^I Otherwise. as o 36 3 m N90'00800"E 125.00' no ra n 66.4' 324' lYnod Fence 2sa � m p A/C unit On � lv � E _ O Cantrete Pad a Zz O EEe a o O 4 J� 7 d: K Co' O L 17 W 37 �a� a v i11 w n o 3Is {umd Shed in 0 on toner m Pump SY,t Ortvaaay p 1L0' a On Conoete Pad F.Pt Meter 1; Zo/2aa 26.r ohl '-122" l.bod Fen _324' �I >s 30.0 Mi11, q -ACC HIM 125.00° ad J paver �T JPower Pde I � I m I� 38 I �g I J` arj lit Block 62daaA I I I ADDRESS: 5811 Birch Drive Ft, Pierce, Florida LEGAL DESCRIPTION: Lot 37, Block 62, INDIAN RIVER ESTATES UNIT EIGHT, according to the Plat thereof, recorded in Plat Book 10, Page 73 of the Public Records of St, Lucie County, Florida. CERTIFIED T0: ADRES VERASTEQUI;. GMAC MORTGAGE CORPORATION, ITS,SUCCESSORS AND/OR ASSIGNS; FIRST AMERICAN TITLE INSURANCE COMPANY p = Found 112' Iran Pipe (No Cap) O = Found 515' Iron Ro c Cap Illegible) CF.HPR•YCATE: Thin is to that this q=rm OF SURVEY. of the li x Immalm »90M ME RZFEEM 70'm dsm)= yam av deaoribed property, in comet bast oY my lmoviadge and ha9af, South r�thecen9t®e Birch Drive; amfaia. m vlo)bla an a tn. untem and meeto the llnimmt TaabotcN Standetdn o¢t f pt� SSG FAC. by the Florida Hoard of Innd AH Surveyors 47 . Florlda Statutes.REVISIGNS � NOii�$ M3 • :'!� SURVEYOR'S SEAL. Tbia SURVEY pWm-rA from PROFESSIOAGXrl,l) .SQRV"LQlegal STATE OFNRGTN No. 3169 hy.=ptlan mpplied PROJECT NAME: Verastequi LAndII3 a��AUIRVEYW U, SCALE FIELD SHEET FIELD BOOK & PAGE & MAPP_ fNG, INC. 1" = 30, NL/RS 1 File / P.O. BOX 698 7RNSEN BEACH. FLORMA 3MS DATE OF DRATiN PCF OF WORK ORDER NO. (691) SOB — also F= SURVEY 1 11978 FAX (661) 337 — 7404 2/15/2000 CHEcmM PWL CONTRACTOR: K NIXX ALUMINUM 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 m 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: 3.1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category 1. 3.2. Ultimate Design Wind Speed: VmT = 150 MPH Nominal Design Wind Speed: V+so = 116 MPH 3.3. Exposure Category, Section 1609.4.3: Exposure B 3.4. Screen Enclosure Section 2002.4 4. Building Category for Aluminum Structures, Section 2002.6: Category Type 1-Patio Cover: Non -Habitable, Unconditioned Scope of W ork: Does not include analysis of existing structure RooliType 1. Roof Type: MONOSLOPE 2. Roof Material: 3" x 48" x 0.024" composite panel Elite 2000, 1.00 density foam, Florida Product Approval Number FL 7561-R4. Foundation Design Existing concrete slab. 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, spelling, or other deterioration. Speciiications ;. The following specificadom are applicable to this project: 1. All work shall tie'in accordance with the 6th Edition (2017) Florida Building Code, and any otherapplicable 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 Florida Aluminum Engineering, Inc. 3. Fasteners are required to be corrosion resistanS minimum SAE Grade 2 or better zinc plated to ASTMB633; or coated stainless steel series'300", or uncoated stainless steel series "400". 4. Approved concrete screw anchor; to be Simpson Titer -HD or equivalent 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 - ASTMC 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 battling is not permitted d. Prepare and place concrete per American Concrete Institute Manual of Standard Practice, Parrs 1, 2, and 3 including hot weather recommendations. e. Moist cure or polyethylene curing pemutted. 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. It. All aluminum components embedded within concrete shall be coated with a bituminous paint or epoxy. 7. All Bashing and weatherproofing shall be provided by the contractor. S. Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. WIND SPEED AND EXPOSURE HAVE BEEN DETERMINED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. O I 3X3XO.093 POST 7'-4" 3"X48"XO.024" i# DENSITY FOAM )MPOSITE PANEL BEAM 1'-0" 3"X48"XO.024" 1.0# DENSITY FOAM COMPOSITE PANEL 3X3XO.093 POST B A-2 13'-0" #%N * 'F." Vol • • • N` Z� ' '�,�i $a :W v * F IY ¢c Z N '•U % 0 Z FQ- v0: (0@ ; ,'�'�II//111111111111\\ to W 1 �^ Zto ,d�56 .® W to �®�8p2p•� fl1VIE�p�VYE® F®Y"1 Q aZ CODE COMPLIANCE o_ a- z ST" LUCIE�\C/�OUNTY LU B.00C o 0 1 f- /v i� j EXISTING / V g Z " SCREEN z M ROOM ^ ° z z? s File Lupy Q Wamp _ W _��- a ¢ s OJ $ 3 w U- N EXISTING W SCREEN > ROOM p a S WiL FW W N O 9Nm1-0 -gym C. >mu-LL TP 02/20/20 A-1 MEMBERS DIlI3ENSIONS *►►►►►// �og1111 HOLtAMINUM SECTIONS 2x2: 2"x2"x0.W' \\AN .•'' yNj2x � 3: 2"x3"x 0.050" 2x 4: 2"x 4"x0.050" _ %•�4 i LL; 2x 5: 2"x5"x0.050" S Q 2 p O S OPEN BACK SECTIONS #14z4"SMSVJI = d W V �= W ' ¢ Q x x "x0.040" I 3: 1" 3" 0.045" , 12" DIA NEOPRENE FACED WASHER 6" C. � N ; � �- i O 2 I— V ; 0 (1I x x x i� •, Z I '• y SNAP SECTIONS 2 x 2 Snap: 2" x 2" x 0.045" POST z 0.0B3" - a--+ aya`� wa 3y . �`$:"•H :Val^'>`e�>✓ . • . +e•''Y h '':XF.�c . a'?�•,.�., .... '' • `\\\ • 2 x 3 Snap:2" x 3"x 0.050" il '•i .✓ r-c f-sah} F}.a'.`? ;y„ ; '4 S �ln�. // * \\ 2 x 4 Snap: 2" x 4" x 0.045" i L-;; �''r•.:!r!i s <. i. ►Illl IIIN1/1 h•�;a,'.�_?.1:•+}r-..'�.. SELF MATING (SMB) (2) 3/8" DIA CONCRETE 3" COMPOSITE 2 x 4 SMI3: 2" X 4" X 0.044"x 0.100" SCREW ANCHORS I ROOF PANEL W W 2 x 5 SMI3: 2" x 5" x 0.050"x 0.100" IT' CONIC. EMBED) INTERNAUEXTERNAL 3" x 0.062' ALUM L3I 0- 2 x6 SNM: 2"x6"x 0.050"x 0.120" 3"x 3.x 1/8'EXTRUDED RECEIVING CHANNEL Z M 2x7 SMB: 2"x7" x 0.05T'x 0.120" POST BASE W/(2)3/8" W/#10x3/4"TOP AND (3)3/8"DIA (j 2 x 8 SMB: 2" x 8" x 0.072"x 0.124" DIA. THRU BOLTS BOTTOM AS END CAP THRU BOLTS Z 2x 9 SMB: 2"x9"x 0.072"x0.124" LLI Z 2x10SMB: 2"x10"x0.092"x0.398" 2"x6"SMB Q a p MINDAUM FASTENER EDGE DISTANCE:1/2" "' • 4, . • ' a 'j .; z.: 3"x 3" x 0.093" Q 1 y MINDAUM FASTENER SPACING: 3/4" ' pOsi Z • • s; LLI.a;. CONCRETE SCREWANCHOR • ' •' ,U—� SAIPSON TITEN HD OR EQUIVALENT e ' a I.L. 0 SHEET METAL SCREWS (SW: K _ ~ ITN ( BUI LDEX OR EQUIVALENT Ll ©3" x a' POST TO CONCRETE CONNECTION DETAIL � ( b\ \COMPOSITE ROOF TO POST CONNECTION A-Z SCALE: MS SCALENTS A_L A m Z — a C G � Z G z �B i LL, a ^ W z LLI g2j- 0 g�� C Lr) Q W RE g LL FLASHING - INSTALL UNDER EXISTING DRIP EDGE 3" z 0.082" EXTRUDED #12 x 3/4"SMS W/NEOPRENE FLASHING RECEIVER CHANNEL WASHER AT BY OTHERS #14 x 3/W SMS O 6" O.C. 1T' O.C. EXISTING COMPOSITE Ln TOP AND BOTTOM ROOF PANEL (A W/ 1 1/2" DIA. NEOPRENE LLI WASHER @ TOP SCREW ONLY DJ 5 O W F (� ULLIU ~ Of #12 3/4" SMS LLI 03 m (2)1/4"DIA.x3" z 12"O.C. #12x,"SMS F V O LAG SCREWS AT 12' O.C. W m O J 3" COMPOSITE PANEL @ 6" O.C. 3" x 0.062" EXTRUDED n' 7 � W LL DRAWN BY RECEIVER CHANNEL TP DATE DRAWN 02/20/20 S-1 COMPOSITE PANEL TO FASCIA DETAIL S'2 COMPOSITE ROOF TO EXISTING ROOF 6 NTE S REVISION SCALE: NTS A_2 G A_n G 4 SHEET NO: //A \ 2 A N N