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Home My WebLink AboutBUILDING DESIGN SPECIFICATIONSDocuSi n Envelope ID: 63E2059F-2BDE-46B7-ACC2-" 1166084D Customer: Michael Mc&,,,. 2ter I 3/24/2018 ADDENDUM r Confirmation of building specifications and other information i��► 1 Building Design Specifications EERS.F Door and Window Locations RoofType Cl1 9 "EGULLAR BOXED EAV E I Note: Walk door and window locations are approximate and may change slightly when installed in the I field. If a walk door or window does not fall between two legs, a $75 header fee for walk doors and a $SO fee for windows will be charged. r BACK Building Color Selections: Walls Sahara Tan Roof Cocoa Brown Trim Cocoa Brown FALSE Factory/Con FL Licence #: VERTICAL FT SIDE : Carports Anywhere .51995 0 Note: Obtaining a drainage plan, site survey, site development plan, floor plan I nd termite treatment are Buyer's responsibility, I *Note: Any revisions made to the building after one week of the date on this document that Impacts the drawings may result In an additional charge for new plans. *Note: $300.00 Docume %wkV sdltAA s:have.not et been paid by buyer will be collected prior to drawings being ordered from engineer and permit being pulled. 3/24/2018 Signed ► r' � V I jrL Dj' / I Date Mlc ae Mccalister i 1 Eversafe Buildings 4651 Woodstock Rd. Suite 208 Roswell, GA 30075 20.82 t OWL- N 20r58 0 19.86 xL6 19,38 x 19.39 c 20r20 x 1 .22 x - - FND 5/8 >I, NO ID 20,5 co oi 21,03 c" 10.86' j op�510N O 11.80' iNG CD o . l ��7 CoO� c M� N = N R l F 0 I fc�i WHO 6Y 4EwKi B Mp�pT 11.80' '(E QERM ON(Si1,87 HE Lwe NO1NSPE � x21NK x 17.13' w cq m EXIT I N SI S WOOD FENCE x CD21.41 CD 20.76 25 _ TO BE Z x 2016-J-c� i X -�E- X r-- X =20, X 2OrO 10' D & UE x 20,14 on n O M ftM- Y FIELD INSPEC7 5/8 IP ESSARY IN ORDERCOMPLYITH ALL APPLICA . q- M��TS '. `�." r cE^F;'•i:lf�r rIH�'� i 4i1 Ila i �1il�t�L'T 5 BLOCK 94 OCCUPIED FND 5/8 lib 21.01 Site- Plan for: FND NAM &DISK Patrick M . MCCASIter. 5r. MIN. i t cr i n o r� 20.81 _RVMf!RMA PV FRONT_ 20.49 WELL co co rn M 21.14 LOT 21 1 STORY CBS RESIDENCE FFE - 22.3' 78 22.42 0 N STREET AD D RE55 : X 19.48 8303 NORTH BOULEVARD, FORT PIERCE, FL 34951 19.09 x 19,58 - _ _ LEGAL DESCRIPTION: FND 5/8 ER NOID X 20.82 LOT 21, BLOCK 94, ACCORDING TO THE PLAT OF LAKEWOOD PARK UNIT 8, AS RECORDED IN PLAT BOOK 11, PAGE 19, OF THE PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA. i LEGEND k ABBREVIATIONS: 21,47 x c x 21.65 20.58 21.21c 46.13' 21.35' W 21.42 N 0 O O 20,50 ELEV=20.5r LOT 20 BLOCK 94 VACANT x21.4 20.67 x 21r57 6.0' 35.00' 17� 7 PROPOSED ED ca, METAL BUILDING N F22:5' 5/8IR 35.00' NO 1 D S 10 D E 1 if x 19,9 16'� D& UE A ARC LENGTH ORB A/C AIR CONDITIONER P BSL BUILDING SETBACK LINE PB C CALCULATED FROM FIELD MEASUREMENTS PCP CBS CONCRETE BLOCK STRUCTURE PG(S) CONC CONCRETE POB CM CONCRETE MONUMENT POC CA CENTERLINE PSM D&UE DRAINAGE do UTILITY EASMENT R ELEV ELEVATION R/W FFE FINISH FLOOR ELEVATION TOB FND FOUND TOS ID IDENTIFICATION NUMBER UE IPA- IRON PIPE 'IR 'IRON ROD IRC IRON ROD do CAP LB LICENSED BUSINESS LS LICENSED SURVEYOR Q M MEASURED DATA ��ll NAVD NORTH AMERICAN VERTICAL DATUM OHP OVERHEAD UTILITIES i GENERAL NOTES: CNR REQ, 0' 30' 60' GRAPHIC SCALE IN FEET OFFICIAL RECORDS BOOK PLAT DATA PLAT BOOK PERMANENT CONTROL POINT PAGE(S) POINT OF BEGINNING POINT OF COMMENCEMENT PROFESSIONAL SURVEYOR do MAPPER RADIUS RIGHT OF WAY TOP OF BANK TOE OF SLOPE UTILITY EASEMENT ELEVATION (TYPICAL) WATER METER SEWER MANHOLE UTILITY POLE DELTA ELECTRIC SERVICE BOX 1. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE SOUTH RIGHT OF WAY LINE OF NORTH BOULEVARD HAVING A BEARING OF S89-39'38"E, ACCORDING TO THE PLAT OF LAKEWOOD PARK UNIT 9, AS RECORDED IN PLAT BOOK 11, PAGE 19, PUBLIC RECORDS, SAINT LUCIE COUNTY, FLORIDA. OIP - 0� ,w ff - ow �w A-- N - " - w - N --o THE FLOOD INSURANCE RATE MA _ 205 10 D & UE 19,7 X -�( X I, FEBRUARY 16, 2012. THE EXACT �12-EN 20.5 CERTIFICATE. �311K� X 21.82 x LOT 6 EXISTING 1 STORY L X - X - RESIDENCE FFE - 22.63' X", -ACCORDING TO FF CTIVE DATE AND ELEVATION 3. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. BASE BENCHMARK BEING ST. LUCIE COUNTY, "PINCH". 4. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON. 5. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY. 6. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS, OR MURPHY ACT DEEDS. LOT 7 7. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. BLOCK 94 OCCUPIED 8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 9. THE LAST DATE OF FIELD WORK WAS APRIL 04, 2018. =CE tl'f' I ErfO: A ,f Q COPYRIGHT ARNOLD SURVEYING, INC. 2018 JOB N0. 18-522 AUOLD SURI EYING, WC. AT Y, Ai . I' CCAUSTER SR. ALL DRAWINGS OR DOCUMENTS AND COPIES THEREOF ARE INSTRUCTIONS DATE: 04/12/2018 PROFESSIONAL SURVEYORS AND MAPPERS OF SERVICE AND REMAIN THE PROPERTY OF ARNOLD SURVEYING, INC. THE REPRODUCTION OR UNAUTHORIZED USE OF THESE DRAWINGS OR ANY SCALE: 1"=30' FLORIDA LICENSED BUSINESS NUMBER 7903 CRARW A 00 DATE SIC` NEDD PROFESSIONAL SURVEYOR & MAPPER OTHER PROJECT DOCUMENTS WITHOUT WRITTEN PERMISSION FROM DRAWN BY: CA REVIEWED BY: CA 4888 N. KINGS HIGHWAY #425, FORT PIERCE, FLORIDA 34951 24 VERDE VISTA, FORT PIERCE, FLORIDA 34951 FLORIDA WCNNSjNO.4l971. ARNOLD SURVEYING, INC. 15 STRICTLY PROHIBITED. THIS DRAWING OR DOCUMENT 15 PROTECTED BY FEDERAL COPYRIGHT LAWS. (772) 460-8211 SURVEY®ASI-SURVEY.COM 6 FBC APPROVED PRODUCTS LIST { ' PRODUCT CATEGORY I SUBCATEGORY I MANUFACTURER STRUCTURAL COMPONENTS ROOF DECK STRUCTURAL COMPONENTS I STRUCTURAL WALL EXTERIOR DOORS I SWINGING EXTERIOR DOORS I ROLL -UP FRONT ELEVATION. SCALE: 1/8' = P LEFT SIDE ELEVATION, SCALE: 118' =1' UNION CORRUGATING COMPANY 26 Gauge MasterRib Panel UNION CORRUGATING COMPANY 26 Gauge MasterRib Panel ELIXER DOOR AND METAL COMPANY Series 407 ASTA INDUSTRIES INC. Model 203 APPROVAL No. & DATE FL9555.2-R4 12/12/17 FL9555.2-R4 12/12/17 FL17996.5-R1 01/29/18 FL8888.1-R5 10/07/17 GENERAL NOTES: 1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING, AND BASE RAIL ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET -BACKS, FINISH FLOOR ELEVATIONS AND SLOPES, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. 2. THESE STRUCTURES ARE DESIGNED AS NON -HABITABLE UTILITYISTORAGE BUILDINGS (RISK CATEGORY S CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN, INCLUDING DOORS, WINDOWS, OR OTHER COMPONENTS NOT LISTED IN THE FBC APPROVED PRODUCTS LIST (THIS SHEET), AND NOT PROVIDED AND INSTALLED BY CARPORTS ANYWHERE, INC., WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BE AT THE OWNER'S RISK. BECHTOL ENGINEERING AND TESTING, INC., SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS. 3. ALL COMPONENTS AND CLADDING SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS. 4. ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL. 5. ALL FIELD FRAMING CONNECTIONS SHALL BE #12-14 x 1'SELF DRILLING SCREWS WITHOUT CONTROL SEAL.WASHER. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED. 6. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED WITH 6X6•W1 AXW1 .4 WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116. 7. CONCRETEEXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT, 8. POST/RAFTER BRACING: BRACE ON EVERY POSTIRAFTER CONNECTION, EXCEPT FOR END WALLS AND GABLE ENDS. 9. SLAB FOUNDATION SUbGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FLORIDA BUILDING CODE, SIXTH EDITION (2017)'- RESIDENTIAL, AND SECTION 1816.1 OF THE FLORIDA BUILDING CODE, SIXTH EDITION (2017) - BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,000 PSF IS ASSUMED. 10. 14 GA FRAMING 2-1/2' x 2-1/2' TUBE STEEL (TS) WITH 2-1/4' x 2-im TS NIPPLES. 12 GA FRAMING: 2-1/4' x 2-V4' TS WITH Y x 2' TS NIPPLES. RIGHT SIDE ELEVATION SCALE: 1/8' =1' . REAR ELEVATION SCALE: 1/8' =1. NOTE: 14 GA FRAMING. OCCUPANCY GROUP: CONSTRUCTION TYPE: RISK CATEGORY: BUILDING ENCLOSURE TYPE: WIND EXPOSURE CATEGORY: ULTIMATE WIND SPEED (MPH): NOMINAL DESIGN WIND SPEED (MPH): MEAN ROOF HEIGHT (FEET): ROOF ANGLE (DEGREES): DESIGN PRESSURES (PSF): ROOF: ZONE 1: ZONE 2: ZONE 3: DESIGN ROOF PRESSURES: WALLS: ZONE 4: ZONES: DESIGN WALL PRESSURES: SWINGING DOOR: ROLL -UP DOORS: METAL FRAMING AND SIDING PREFABRICATED BY CARPORTS ANYWHERE P.O. BOX 776 STARKE, FL 32091 THESE ENGINEERING DRAWINGS ARE THE PROPERTY OF BECHTOL ENGINEERING & TESTING, INC. AND CARPORTS ANYWHERE, INC. THESE DRAWING MAY NOT BE. REPRODUCED WITHOUT THE WRITTEN _ CONSENT OF BECHTOL ENGINEERING & TESTING, INC., AND CARPORTS ANYWHERE, INC. THIS IS TO CERTIFY THAT THE CALCULATIONS AND SPECIFICATIONS HEREIN HAVE BEEN -PREPARED BY THE UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1609 OF THE FLORIDA BUILDING CODE, SIXTH EDITION (2017). THE PLANS ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING CODE.IH s . BECHTOL ENGINEERITI mb TESTING, INC. * 605 WEST NEW YORK AVEOVE DELAND, FLORIDA 32720 - No. 38538 Certificate of Au anon Q4 54,92 411 omas Bech P.E. STAT Florid aLicen N • /C�OR10p..• �� `. PROPOSED UTILITY STRUCTURE 8303 NORTH BOULEVARD FT. PIERCE, FLORIDA BECHTOL ENGINEERING 0*?�.'RR . AND 7ES"NA lax. mv. . . . I I eami�reac ctomcw+ru. WNNU AL, AND UUMALS TOM[ucoaas "� RR �drdwan�mw.a�or - �TB U II-B I ENCLOSED C 150 116 13.71 14.0 +16.0 / -25.9 +16.0 / -36.5 +16.0 / -57.6 +16.0 / -30.8 +26.7 / -29.1 +26.7 /-32.5 +26.71.29.9 +29.91.36.9 +28.0 / -31A 4/26/18 - G18002 SHEET 1 OF 3 i ' TS BOX EAVE Rt16 NIPPLE TOINSTALL 1/2'x 5.1/2'EXPANSION ANCHOR RA�RMINIMUM 6' LONG TS NIPPLE THROUGH BASE RAIL WITHIN 6'OF EACHBOW 6 GA U-CHANNEL BRACE SECURE WITH (4) x ALONG SIDES OR INSIDE EVERY E ANGLE SHALL BE MIN. 45°SELF-DRILLING STEN#112-11 SOTHER FASTENERSWALL END WALL POST ALONG END SECTIONS AX. 60° FROM HORIZONTAL rSECURE MINIMUM 2-1/4' EMBEDMENT TS RAFTER POST < GROUND SURFACE NIPPLETO 3116' i BASE RAIL TS CONTINUOUS BASE RAIL LONGPPLE OST TO NIPPLE WITH (4) #12-14x 3/4' Q_ I SELF -DRILLING FASTENERS MONOLITHIC CONC. FOOTING (2500 PSI MIN.) REINFORCED WITH 2 #Ss CONTINUOUS CONCRETE MONO. SLAB BASE RAIL ANCHORAGE 1 Not To Scale TS TRUSSED RAFTER CHORD, OR NON-STRUCTURAL F c"^co TS END POST OR DOOR/ WINDOW FRAME POST TS NONSTRUCTURAL HEAL (12 GA FOR ROLL -UP DOOR FRAII BASE RAIL, OR WINDOW F Tx2'x2' 16 GA ANGLE CUP SECURE TO POST (EACH SIDE) AND RAFTER CHORD/RAIL WITH (4) #12-14 x 3/4' SDF's, (2) ON BOTTOM AND (2) ON SIDE NOTE: AT ROLL -UP DOOR OPENINGS, POST SHOULD BE FLUSH WITH RAIL END. CLIP POST TO RAIL ONLY ON SIDE OPPOSITE THE OPENING. POST TO NON-STRUCTURAL HEADER, BASE RAIL, OR WINDOW RAIL CONNECTION DETAIL Not To Scale RAFTER POST MINIMUM 6' LONG TS NIPPLE SECURE WITH (4) #12-14 x 314' SELF -DRILLING FASTENERS to I I 12 GA DBL TS HEADER 3/16' NIPPLETO BASE RAIL RAFTER POST/DBL HEADER 9 ONCTION DETAIL RAFTER POST BOX EAVE RAFTER/CORNER POST 2 CONNECTION DETAIL Not To Scale TS POST (12 GA FOR ROLL -UP DOOR FRAME) 2' x 2' x 2' 16 GA ANGLE CLIP SECURE TO POST AND TOP OF HEADER, OR BOTTOM OF WINDOW RAIUGIRT WITH #12-14 x 314' SOPS TS NON-STRUCTURAL HEADER (12 GA FOR ROLL -UP DOOR FRAME) TS WINDOW RAIL (OR GIRT FOR VERTICAL SIDING OPTION) NON-STRUCTURAL HEADER OR WINDOW 6 RAIL TO POST CONNECTION DETAIL Not To Scale MINIMUM 6' LONG TS NIPPLE SECURE EACH WITH (4) #12-14x 3W SELF -DRILLING FASTENERS 12 GA TS POST fTS CONTINUOUS BASE RAIL 3/16' I\ / NIPPLETO �\ BASE RAIL RAFTER POST/BASE &RAIL CONNECTION DETAIL S RAFTER POST/ 3 BASE RAIL CONNECTION DETAIL NM To Scale TS RAFTER 2'x2'x2' 16 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH #12-14 x 3/4' SDF's, (2) ON TOP AND (2) ON SIDE OR TS END POST 2'x V 16 GA PLATE SECURE TO EACH SIDE OF POST/RAFTER CONNECTION WITH (4) #12-14 x 3/4' SDFs, (2) ON POST, (2) ON RAFTER END POST/RAFTER CONNECTION DETAIL � Not To Scale 2-1/4' FOR 16 GAUGE U-CHANNEL BRACE 12 GA FRAMING FASTENED TO THE POST AND 2-1/2' FOR RAFTER, WITH (2) #12-14x 3/4' 14 GA FRAMING SELF -DRILLING SCREWS AT EACH END (4 PER BRACE) BRACE SECTION Not To Scale MINIMUM 6' LONG TS NIPPLE SECURE WITH (4) #12-14x 3/4' SELF -DRILLING FASTENERS NIPPLETO TS RAFTER POST (CORNER) BASE RAIL 3116' 1-112' x 1-1/2' x 2' 16 GA CLIP ANGLE, SECURE TO RAFTER POST AND BASE RAIL WITH (4) #12-14 x 3/4' SDFs CONTINUOUS BASE RAIL (—A END POST/BASE RAIL CONNECTION DETAIL Not To Scale IG TS NIPPLE KITH (4) #12-14 x 314' FASTENERS TS POST 8 DBL HEADER/POST CONNECTION DETAIL Not To Scale BECHTOL ENGINEERING/�glD Miritig,�INC. 605 WEST NEW YORK AVENU€\� /� DELAND, FLORIDA 32720 \\ AA H BEC/yf, Certificate of Au Don 2C�.. •' GIN O� Thomas Be&seN E� tj0• Florida Lice • P(E OF02` 0, • FLORA • �� /\\\ PRO Ep1 I it RUCTURE 8303 NORTH BOULEVARD FT. PIERCE, FLORIDA 4/26118 BECHTOL ENG/NEOUNG o RR 0G1e NITS mq�� AND TES77NG, Ina RR RtO"a' G18002 CDSULTMG cEomw+nu. EMWOMMEMd4 AND W7045 TMM o�CorEExs C" cd �ft00°°°'� � TB SHEET 3 OF 3