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AST-0401-2023 7:17411**k' Office Use Only J Pc \--- b O 1- 2-0 23 ACCESSORY STRUCTURE Permit#: � Town ofQuc b ry PERMIT APPLICATION Permit Fee:$ �2'�- (c)D •742 Bay Road,Queensbury,NY 12804 Invoice#: -2Calb P:518-761-8256 www.queensbury.net Flood Zone? Y N Reviewed By: Project Location: S u►J'1 J D` NJ02T1-1 � 6r158cJz;' kit/ , l ZFfdy Tax Map ID#: �o Z �, —�� Subdivision Name: — PROJECT INFORMATION: TYPE: Residential ❑ Commercial, Proposed Use: STRUCTURE: ❑ Boathouse (with or w/o sundeck) El Canopy ❑ Carport ❑ Cell Tower ❑ Deck ,etached Garage (>300 s.f.) •❑ Dock ❑ Gazebo • ❑ Pavilion El Pole Barn El Porch El Ramp • ❑ Shed (<300 s.f.) ❑ Solar Panels (w/o rafter upgrades) ❑ 3-Season Porch ❑ Other: a SQUARE FOOTAGE OF STRUCTURE:ECEVE 1st floor: 93( JUL 0 7 2023 I -� _� 2nd floor: TOWN OF OUEE�ISBURY BUILDING &CODES Total square feet: 93G Brief description of scope of project: ( oi JsT2Ucrxon/ op Z6 ' x36 DEr 4cH&s 1✓1 r i,11- ►3ti2 LD C-> C7 1 gigGe. 2 -1' x 76' U BE Ej)cLvsi D r.tt:7-7-/ 4 • I Z K �6 t,zAr1--r _ P.5.5 5 eleKt p- /d' Fia01, i 3DcTf-/ ST-1::+E OF- 0P )27 83` FZo 5'— 67-1>G___ OF 20PS-3,-1-Y Accessory Structure Application Revised June 2022 <J► ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction:$ Z2/SW— 2. Are there any structures not shown on the plot plan? ❑ YESO Explain: 3. Are there any easements on the property? ❑ YES DECLARATION: 1. I acknowledge that no construction shall be commenced prior to the issuance of a valid permit and will be completed within a 12 month period.Any changes to the approved plans prior to/during construction will require the submittal of amended plans, additional reviews and re-approval. 2. If,for any reason,the building permit application is withdrawn, 30%of the fee is retained by the Town of Queensbury.After 1 year from the initial application date, 100%of the fee is retained. 3. If the work is not completed by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 4. I certify that the application, plans and supporting materials are a true and a complete statement and/or description of the work proposed,that all work will be performed in accordance with the NYS Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. 5. I acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of occupancy. 6. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above: PRINT NAM E:I 12-€74>EnJ TER SIGNATURE: DATE: Accessory Structure Application Revised June 2022 -J+ CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Mailing Address, C/S/Z: 3`1 5u.,J;J;'sy,-�y. Joym Q sgui' 'JY 1z3tP4 Cell Phone: L.s's) q3Z-z '- Z Land Line: Email: bre,9ci/e.n _ dos-ler t Gt7 oo_ ca� • Primary Owner(s): Name(s): Mailing Address, C/S/Z: Cell Phone: Land Line: Email: ❑ Check if all work will be performed by property owner only • Contractor(s): (List all additional contractors on the back of this form) Contractor Name(s): kJEThcr ETAL Contractor Trade: Mailing Address, C/S/Z: 2I VArLAkio At i i , N'Y Cell Phone: Land Line: C.a)$.) S5S-37J--17 Email: 0-dm:pi aetex j :lc .ec,r **Workers' Comp documentation must be submitted with this application** • Architect(s)/Engineer(s): • Business Name: Contact Name(s): Mailing Address, C/S/Z: Cell Phone: Land Line: Email: Contact Person for any questions regarding this project:�l �FeJ Dps-raz Cell Phone: e---6-/g')a32_ z8y/Z Land Line: Email: brine„_calas-1-eradexko4.co vn Accessory Structure Application Revised June 2022 4' A ADAM TADDONIO me �P��OF NEW yo `` .. CONNFci• , ten' ,t �R' ApDo •-f- z.:-.c,2 i N.- - '5'''' (27%. 4-. No. ia; 12232 * '‘,.• . 44 0 * lir.„...„...likA ��' •�/ceNS�-o.. -�`"�� REGISTERED ` 9. 0093453 <4, ,,,:///iS '' • ' PROFESSIONAL ENGIN ER \, r1Yrr`, 0" {CIVIL P S a S e . i ' RW961 ale/ d • t' 'Irt n trl , ..,` OBERT T••iit.. .`'' . . s o11IIII11//j -%° GEN ‹ ,, ,•0OFMq `et'CV77�/, Q: No 84472 p: �0 ADAM R. yGn �� ADAM sy *: �* _ o TADDONIO _0,, ROBERT m= * - c) CIVIL I �; c ! ' TADDONIO ! __ �'0: :cc No.54170 " •fl No.16128 cr :�'. STATE OF /L: o �9 lv� ,.�4\.• � OR1OP••� ' , 90��S�,NALE�\a��Q '//�O�ss EN CNA E�e2 \ .,05 %,,° u �-e0r7" alai F/yilliw" 4214 Sgvo ce puER\M� .comP\�an as WNo�QE1,'•� .0N>> s\�uea \� TOW�1 OF QUEE�SBURY 8v\\,Ned,co t\0\be.\\ce, codes °f �o�C er\s °�,s �\amg SUILC)Ir�9C & CO®ES DEPT• �,2,s °u�g he peas;,r "e Reviewed B a JA \�I\e'olopks\a'�e Date; 4 'ADAM R. TADD❑NI❑, P.E. '29 SAMUEL HILL ROAD 'C❑LUMBIA, CT 06237 FILE COPY NOTE! STAMPS ON PACKET VALID UNTIL FEB. 1, 2024 DRAWN BY' ART EB CARPORTS & PE SEALS AND SIGNATURES DATE! FEB 2022 METAL STRUCTURES, INC., SCALE' NTS 'l TABLE OF CONTENTS GENERAL NOTES PAGE 1 TYPICAL ELEVATI❑NS W/ H❑RZ, PANELS (BOX EAVE) PAGE 2 TYPICAL ELEVATI❑NS W/ VERT, PANELS (BOX EAVE) PAGE 3 TYPICAL ELEVATI❑NS (BOW FRAME) PAGE 4 VERTICAL PANEL C❑NNECTI❑N DETAILS PAGE 5 INTERI❑R FRAME SECTI❑NS (BOX EAVE) PAGE 6 INTERI❑R FRAME AND SIDE FRAME SECTI❑NS PAGE 7 INTERI❑R FRAME SECTI❑NS <B❑W FRAME) PAGE 8 INTERI❑R FRAME SECTI❑NS CONT, (B❑W FRAME) PAGE 9 END WALL FRAMING ELEVATI❑NS (ALL TYPES) PAGE 10 SIDE WALL ❑PENING FRAMING DETAILS (ALL TYPES) PAGE 11 INTERI❑R FRAME CORNER DETAILS (BOX EAVE) PAGE 12 INTERI❑R FRAME CORNER DETAILS (BOW FRAME) PAGE 13 C❑NNECTI❑N AND BASE DETAILS (ALL TYPES) PAGE 14 LEAN-TO ❑PTI❑NS UP TO 12' WIDE (BOX EAVE) PAGE 15 LEAN-TO ❑PTI❑NS 12' TO 15' WIDE (BOX EAVE) PAGE 16 LEAN-TO FRAME CORNER DETAILS (BOX EAVE) PAGE 17 LEAN-TO ❑PTI❑N (BOW FRAME) PAGE 18 CONCRETE SLAB ANCHORAGE DETAILS PAGE 19 HELICAL S❑IL ANCHORAGE DETAILS PAGE 20 DRAWN BY: ART EB CARPORTS & TABLE OF CONTENTS DATE: MAY 2018 METAL STRUCTURES, INC. ALL TYPES SCALE: NTS DESIGN PARAMETERS — DESIGN PACKAGE INTENDED F❑R ENCL❑SED STRUCTURES WITH MAXIMUM WIDTH ❑F 30 FEET AND MAXIMUM EAVE HEIGHT OF 14 FEET. — DESIGN IN ACCORDANCE WITH 2021 INTERNATIONAL BUILDING C❑DE. — DESIGN L❑ADS: DEAD L❑AD = 15 PSF LIVE L❑AD = 20 PSF GROUND SN❑W LOAD = 65 PSF MAXIMUM WIND SPEED = 115 MPH — L❑W HAZARD RISK CATEG❑RY I — WIND EXP❑SURE CATEG❑RIES B MATERIAL SPEC — STEEL TUBE F' — STEEL CHANN — STEEL TUBE — ALL WELDS ARE SCREW TYPE FASTENER — RO❑F AN' — FASTEN IL SEAL WASHER ❑N AL — MAXIM — GR❑ EIS DES a UIREMENTS. IF ' ER ❑F F' IONS , - LENGTH VARIES GALV, METAL ROOF AND WALL PANELS (29 GA.) ATTACHED TO FRAMING TUBES H❑RIZ, PLACEMENT 6' _ TYP, WIND❑W SIDE ELEVATION - TYPICAL TRIM - - ROLLUP DOOR l-� _ • SWINGING / - � DOOR G-r' 0 h." 30'-0' MAXIMUM SPAN END ELEVATION - TYPICAL DRAWN BY: ART EB CARPORTS & TYPICAL ELEVATIONS W/ HORZ. PANELS DATE! MAY 2018 METAL STRUCTURES, INC. BOX EAVE SCALE! NTS PAGE 2 LENGTH VARIES GALV. METAL R❑❑F AND WALL PANELS (29 GA.) VERTICAL PLACEMENT (SEE /ft/ DETAIL SHEET) t WIND❑W SIDE ELEVATION - TYPICAL TRIM R❑LLUP D❑❑R SWINGING D❑❑R END ELEVATION - TYPICAL DRAWN BY: ART EB CARPORTS & TYPICAL ELEVATIONS W/ VERTICAL PANELS DATE: MAY 2018 METAL STRUCTURES, INC. BOX EAVE SCALE: NTS PAGE 3 • LENGTH VARIES GALV, METAL R❑❑F AND WALL PANELS (29 GA.) H❑RIZ, PLACEMENT 6' TYP, WIND❑W SIDE ELEVATION - TYPICAL TRIM R❑LLUP D❑❑R • SWINGING D❑❑R 0 30'-0' MAXIMUM SPAN END ELEVATION - TYPICAL DRAWN BY: ART EB CARPORTS & TYPICAL ELEVATIONS DATE: MAY 2018 METAL STRUCTURES, INC. BOW FRAME SCALE: NTS PAGE 4 6° FROM BASE 4 u 11 A 11 I- 1'-18 GAUGE HAT VERTICAL FRAMING END ELEVATION CHANNEL SPACED AT 48' MAXIMUM II II II II II II I II 1 H H H H H H H C 6' FROM EAVE ' i 48' 6' FROM BASE 1 II n II II n II II I VERTICAL FRAMING SIDE ELEVATION 1'-18 GAUGE HAT TYP, FASTENER, CHANNEL PANEL TO CHANNEL CORRUGATED PANEL (ROOF OR WALL) 2 FASTENERS, FRAME MEMBER CHANNEL TO FRAME HAT CHANNEL CONNECTION DETAIL DRAWN BY: ART EB CARPORTS & VERTICAL PANEL CONNECTION DETAILS DATE: MAY 2018 METAL STRUCTURES, INC. ALL TYPES SCALES NTS PAGE 5 U CHANNEL BRACE (18 GA.) ATTACHED TUBE RAFTER WITH 2 FASTENERS AT EACH END AND EACH SIDE (8 TOTAL) 12 - 2' ---'1q13 • SEE CORNER 1-. DETAIL 1 2 XH QW 'pm m U SEE BASE DETAIL 1 FINISH GRADE 12' MAX SPAN FRAME SECTION TUBE RAFTER TIE SHOP WELDED • SHOP WELDED 12 �i I • 4'-0' FOR 12'-20' SPAN 6'-0' FOR 20'-24' SPAN SEE CORNER DETAIL 2 • • X - QW M2 oZ I � ;J r'O U SEE BASE DETAIL 1 FINISH GRADE 12' - 24' SPAN FRAME SECTION DRAWN BYE ART EB CARPORTS & INTERIOR FRAME SECTIONS DATE' MAY 2018 METAL STRUCTURES, INC. BOX EAVE SCALE: NTS PAGE 6 VERTICAL TUBE BRACE SHOP WELDED (TYP,) SHOP WELDED 12 SEE CORNER 16'-0' FOR 26' SPAN DETAIL 2 18'-0' FOR 28' SPAN • 20'-0' FOR 30' SPAN • • X� - W oZ I � ;tJ U SEE BASE DETAIL 1 FINISH GRADE 26' - 30' SPAN FRAME SECTION STRUCTURE LENGTH VARIES • H 48° MAXIMUM SPACING X� QW _ oZ I � ;1-J r'O SEE BASE DETAIL 2 TUBE BOTTOM RAIL FINISH GRADE TYPICAL SIDE FRAMING ELEVATION (ALL SPANS) DRAWN BY: ART EB CARPORTS & INTERIOR AND SIDE FRAME SECTIONS DATE! MAY 2018 METAL STRUCTURES, INC. BOX EAVE SCALE! NTS PAGE 7 .------/ U CHANNEL BRACE as GA.) ATTACHED TUBE RAFTER WITH 2 FASTENERS AT EACH END AND EACH SIDE (8 TOTAL) �� 2, _�_ -------------.....,.................._ 312 � t ------- SEE CORNER = DETAIL 3 XH QW M2 oZ I Z -t J .O U SEE BASE DETAIL 1 FINISH GRADE 12' MAX SPAN FRAME SECTION TUBE RAFTER TIE SHOP WELDED SHOP WELDED l 12 �3 4'-0' FOR 12'-20' SPAN 6'-0' FOR 20'-24' SPAN • ~ SEE CORNER 2 x H - DETAIL 4 <U x2 oZ I m d•J U SEE BASE DETAIL 1 : FINISH GRADE 12' — 24' SPAN FRAME SECTION DRAWN BY ART EB CARPORTS & INTERIOR FRAME SECTIONS DATE. MAY 2018 METAL STRUCTURES, INC. BOW FRAME SCALD NTS PAGE 8 VERTICAL TUBE BRACE SHOP WELDED (TYP,) SHOP WELDED 12 16'-0' FOR 26' SPAN SEE CORNER 18'-0' FOR 28' SPAN DETAIL 4 20'-0' FOR 30' SPAN _ . X ti QW M2 oz I x ;1-J U SEE BASE DETAIL 1 FINISH GRADE 26' - 30' SPAN FRAME SECTION • DRAWN BY: ART EB CARPORTS & INTERIOR FRAME SECTIONS DATE! MAY 2018 METAL STRUCTURES, INC. BOW FRAME SCALES NTS PAGE 9 VERTICAL SEE C❑NNECTI❑N TUBE MEMBERS DETAIL 1 48' TYP, i SPACING SEE BASE SEE C❑NNECTI❑N DETAIL 2 DETAIL 1 REAR WALL FRAMING ELEVATION DETAILS APPLY FOR BOX EAVE 2° x 2' x 2" (14 GAUGE) ❑R BOW FRAME ANGLE CLIP WITH 2 FASTENERS STRUCTURE TYPES IN EACH LEG, 4 TOTAL. • SEE C❑NNECTI❑N DETAIL 2 ' "' ` ROLLUP DOOR 20'-0' MAXIMUM (NO STRUCTURAL HEADER) USE 6' WELDED SLEEVE ri/ C❑NNECTI❑N AT ANY WALL ❑PENING FRAMING MEMBERS • \ TUBE BASE RAIL FULL PERIMETER DOORWAY EXCEPT AT ROLLUP DOOR ❑PENING FRONT WALL FRAMING ELEVATION DRAWN BY: ART EB CARPORTS & END WALL FRAMING ELEVATIONS DATE: MAY 2018 METAL STRUCTURES, INC. ALL TYPES SCALE: NTS PAGE 10 EXTEND HEADER TO CLOSEST FRAME COLUMNS AND ADD EXTRA COLUMNS TO CREATE CLEAR ❑PENING AS SHOWN TYPICAL WIND❑W FRAMING HEADER TUBES (NON STRUCTURAL) ARE SHOP WELDED 7 1///, t• Y LL F 2 LAYER TUBE HEADER FOR ❑PENING UP TO 3 LAYER HEADER FOR ❑PENING 10' TO 12' 12' MAX, ❑PENING ` ROLLUP DOOR DOORWAY, FRAME SIMILAR TO END WALL DOORWAY ❑PENING SIDE WALL OPENING FRAMING ELEVATION 0111k mmismommommommommommm 2 FASTENERS EACH SIDE, 4 TOTAL 6' MIN, C❑NNECTI❑N SLEEVE SHOP WELDED TO TUBE HEADER TRIPLE HEADER CONNECTION DETAIL DRAWN BY: ART EB CARPORTS & SIDE WALL OPENING FRAMING DETAILS DATE: MAY 2018 METAL STRUCTURES, INC. ALL TYPES SCALE: NTS PAGE 11 18 GAUGE U CHANNEL KNEE BRACE 36' 2 FASTENERS EACH "111*.° SIDE, 4 TOTAL 6' MIN. C❑NNECTI❑N SLEEVE SHOP WELDED TO TUBE RAFTER 2 FASTENERS AT EACH END, EACH SIDE, 8 TOTAL INTERIOR FRAME CORNER DETAIL 1 18 GAUGE U CHANNEL KNEE BRACE Ailik 1361 2 FASTENERS EACH SIDE, 4 TOTAL 6° MIN. C❑NNECTI❑N SLEEVE SHOP WELDED TO TUBE RAFTER 2 FASTENERS AT EACH 48 LONG, 2' x 2' x 14 GAUGE INTERI❑R END, EACH SIDE, 8 TOTAL TUBE REINF❑RCEMENT AT TOP, FASTENERS ALONG EACH SIDE AT 12' SPACING INTERIOR FRAME CORNER DETAIL 2 DRAWN BY: ART EB CARPORTS & INTERIOR FRAME CORNER DETAILS DATE: MAY 2018 METAL STRUCTURES, INC. BOX EAVE SCALE: NTS PAGE 12 18 GAUGE U CHANNEL KNEE BRACE BOW FRAME RAFTER WITH 9' RADIUS 2 d 36' dill i r 2 FASTENERS MEMBER, 1 \ / EACH SIDE, 8 TOTAL 6' MIN. C❑NNECTI❑N SLEEVE INSIDE RAFTER 41 END AND COLUMN TOP 2 FASTENERS AT EACH END, EACH SIDE, 8 TOTAL INTERIOR FRAME CORNER DETAIL 3 KNEE BRACE BOW FRAME RAFTER WITH 9' RADIUS 112\ 18 GAUGE U CHANNEL ' 5 36' 2 FASTENERS MEMBER, / EACH SIDE, 8 TOTAL 6' MIN. C❑NNECTI❑N SLEEVE INSIDE RAFTER END AND COLUMN TOP 2 FASTENERS AT EACH I 48' LONG, 2' x 2° x 14 GAUGE INTERI❑R END, EACH SIDE, 8 TOTAL TUBE REINF❑RCEMENT AT TOP, FASTENERS ALONG EACH SIDE AT 12' SPACING INTERIOR FRAME CORNER DETAIL 4 DRAWN BY: ART EB CARPORTS & INTERIOR FRAME CORNER DETAILS DATE: MAY 2018 METAL STRUCTURES, INC. BOW FRAME SCALE: NTS PAGE 13 2' x 2' x 2' (14 GAUGE) TUBE RAFTER CLIP ANGLE WITH 2 FASTENERS IN EACH LEG, 4 T❑TAL. H❑RZ, TUBE F❑R ❑PENING 111,1 BASE TUBE CONNECTION DETAIL 1 CONNECTION DETAIL 2 6° MIN, C❑NNECTI❑N CLIP ANGLE SLEEVE SH❑P WELDED BASE TUBE fil# 2 FASTENERS EACH SIDE, 4 T❑TAL BASE DETAIL 1 BASE DETAIL 2 DRAWN BY: ART EB CARPORTS & CONNECTION AND BASE DETAILS DATE: MAY 2o1s METAL STRUCTURES, INC. ALL TYPES SCALE: NTS PAGE 14 • SEE LEAN-T❑ C❑RNER DETAIL 1 SINGLE TUBE RAFTER SIMILAR TO C❑RNER DETAIL 1 SEE BASE DETAIL 1 RAFTER EXTENSION OPTION SEE LEAN-TO CORNER DETAIL 2 SINGLE TUBE RAFTER • • • SIMILAR T❑ C❑RNER DETAIL 1 SEE BASE DETAIL 1 LEAN-T❑ UP T❑ 12' COLUMN CONNECTION OPTION DRAWN BY! ART EB CARPORTS & LEAN-TO FRAMING OPTION UP TO 12 FT DATES MAY 2018 METAL STRUCTURES, INC. BOX EAVE SCALES NTS PAGE 15 • SEE LEAN-T❑ D❑UBLE TUBE RAFTER C❑RNER DETAIL 1 SH❑P WELDED T❑GETHER • • SIMILAR T❑ C❑RNER DETAIL 1 SEE BASE DETAIL 1 • LEAN-T❑ 12' T❑ 15' RAFTER EXTENSION OPTION SEE LEAN-T❑ C❑RNER DETAIL 2 D❑UBLE TUBE RAFTER SH❑P WELDED T❑GETHER • • SIMILAR T❑ C❑RNER DETAIL 1 SEE BASE DETAIL 1 LEAN-T❑ 12' T❑ 15' COLUMN CONNECTION OPTION DRAWN BY: ART EB CARPORTS & LEAN-TO FRAMING OPTION 12FT-15FT DATE. MAY 2018 METAL STRUCTURES, INC. BOX EAVE SCALES NTS PAGE 16 12' MIN. C❑NNECTI❑N SLEEVE INSIDE END OF RAFTER AND TOP TUBE OF LEAN TO RAFTER 311 4 FASTENERS EACH SIDE, 8 TOTAL • 2' x 2' x 2' (14 GAUGE) CLIP ANGLE WITH 2 FASTENERS IN EACH LEG, 4 TOTAL, (ONLY FOR 12' TO 15' ❑PTI❑N) LEAN-TO CORNER DETAIL 1 2 FASTENERS EACH SIDE, 4 TOTAL 6' MIN, C❑NNECTI❑N SLEEVE SHOP WELDED TO TUBE COLUMN 2' x 2' x 2' (14 GAUGE) CLIP ANGLE WITH 2 FASTENERS IN EACH LEG, 4 TOTAL. (ONLY FOR 12' TO 15' ❑PTI❑N) LEAN-TO CORNER DETAIL 2 DRAWN BY: ART EB CARPORTS & LEAN-TO FRAME CORNER DETAILS DATE: MAY 2018 METAL STRUCTURES, INC. BOX EAVE SCALE: NTS PAGE 17 • SEE LEAN-TO CORNER DETAIL BELOW SINGLE TUBE RAFTER FOR SPAN UP TO 12', DOUBLE TUBE RAFTER (SHOP WELDED) FOR SPANS `\\ OF 12' TO 15' • SIMILAR TO CORNER DETAIL 1 SEE BASE DETAIL 1 LEAN-TO UP TO 15' COLUMN CONNECTION OPTION 2 FASTENERS EACH SIDE, 4 TOTAL 6' MIN. C❑NNECTI❑N SLEEVE SHOP WELDED TO ` TUBE COLUMN 2 11111411,110 • • 2' x 2' x 2' (14 GAUGE) CLIP ANGLE WITH 2 FASTENERS IN EACH LEG, 4 TOTAL. (ONLY FOR 12' TO 15' ❑PTI❑N) LEAN-TO CORNER DETAIL DRAWN BY: ART EB CARPORTS & LEAN-TO FRAMING OPTIONS DATE: MAY 2018 METAL STRUCTURES, INC. BOW FRAME SCALE: NTS PAGE 18 VERTICAL TUBE FRAME MEMBER • 6' MAX, BASE PERIMETER TUBE DISTANCE FROM VERTICAL MEMBER p V vp • p a: pa a p•a • FOUNDATI❑N SLAB 6' MINIMUM THICKNESS (BY OTHERS) SLAB REQUIRED. SLAB TO EXTEND AT LEAST 6' PAST EACH SIDE OF FRAME TO ALLOW FOR PROPER EDGE DISTANCE FOR WEDGE ANCHORS ° DIA, X 6i' LONG CONCRETE WEDGE ANCHOR WITH MIN. EMBEDMENT OF 3i' INT❑ CONCRETE SLAB ANCHORAGE DETAIL DRAWN BY: ART EB CARPORTS & CONCRETE ANCHORAGE DETAILS DATE: MAY 2018 METAL STRUCTURES, INC. ALL TYPES SCALE: NTS PAGE 18 VERTICAL TUBE FRAME MEMBER BASE PERIMETER TUBE BOLT INSTALLED IN EYE OF ANCHOR ° DIAMETERB❑LT WITH WASHER THR❑UGH GROUND SEE N❑TES, AND NUT ON EACH END 0 -4441 HELICAL ANCHOR INSTALLED WITHIN 6' OF EACH POST SEE N❑TES, HELICAL GROUND ANCHOR DETAIL SOIL TYPE ANCHOR REQUIRMENT VERY DENSE S❑IL (SAND, GRAVEL), TWO-4' DIA. WITH 30' EMBED. OR PRELDADED FILL, GLACIAL TILL ONE-6° DIA. WITH 48' EMBED, MEDIUM DENSE S❑IL (SAND, GRAVEL) TWO-4' DIA. WITH 30' EMBED. OR ONE-6' DIA. WITH 48' EMBED. LOOSE TO MEDIUM DENSE S❑IL (SILT, SAND), TWO-4' DIA. WITH 30' EMBED. OR UNCOMPACTED FILL, FIRM CLAY ONE-6' DIA. WITH 48' EMBED. LOOSE TO MEDIUM DENSE SAND, TWO-6° DIA. WITH 48' EMBED. UNC❑MPACTED FILL, FIRM CLAY VERY LOOSE S❑IL, STIFF CLAY TWO-8° DIA. WITH 60' EMBED. DRAWN BY. ART EB CARPORTS & HELICAL SOIL ANCHORAGE DETAILS DATE: MAY 2018 METAL STRUCTURES, INC. ALL TYPES SCALE: NTS PAGE 20 oN�i2�rr� P2-AhiS. Z N PRO: ' : r10 l� x .30 AQ o,`./ Z jZ • • • • • • • • • • • • • • • • • • • • • A • • . . - “. ., ,.Air. fill .;_tg'''';''.11:-.-i-2-?_;...7-ir.,,,'1 ..,:--_--_—__I--.,--.1-_-----,---q - _ x .rir.;- t a v. -i ,tiara e� 30�W x2&1L2xi9.i+:.,,•.:_.'.'" r .., • • • • • • • • • . .r.............. ........................:::...................................10.0.................................\\. . .: ... .-. • . .. . .. • . , . .„Ill'. -7'.. ; 4a f ''TM 5 cP q�opf$„gf F.-y' - 7 p , k r ? 9i $ } { :F r ! r t;- r,:45 ro - a -rM , b- 1 . E g' ft r rrk `- - .yam ,-- sC?q 5 ,-,., .f ,' , 4 F = '` f P �� Garage , , F ;�.� _ 30Wx�26 9L icy 9'°H,b: ; • a► • • • I t 4_ `, sh Garage :30'W x 26 L'x.9L H. = • p • 10:33 13 6. NEXTDAY 3-d moc... • Garage 36'Wx26'Lx977'H czZ7r cei Garage 36'W x 26'L x 9'/7'H • . r{ • Garage 10:33 • 1-""•• '13 -10 -4 NEXTDAY 3-d moc... Garage 36'W x 26 L x 977'H Garage 36'W x 26'L x 977 H •• • Ell Arctic White White Ivory light Stone 5ahara Tan . _ • • . „ RI Pea.!I-Gray rg Cocoa Brown NrurniihedS7ate r Light Brown gg {fay c.;; •.,ro • 11111 CharcoaiGray Black - fa Patriot Red IrA Terracotta Red Burgundy • d,12.1:'•• NEW TEAM CARPORTS LLC PO ORDER 1939 MOUNT AIRY,NC 27030 vdww.newteamcarport.com/ a NrE L.I LE sales @ newteamcarport.com Tel.(336)776-0816& (518)300-3732 - CARPORTS Business Hours 8:30 am to 5:00.pm Eastern Time Customer's Name: BRENDEN DOSTER Unit Size: Base Rail Gauge Roof Style Certified Unit Dimentions: 24 x 26 'x 9 24 'x 25 ' XX X)( 115/65 ' WIDTH LENGHT HEIGHT WIDTH LENGHT °` 14 G 12 G REGULAR , BOX EVE VERTICAL ' YES NO COLORS: , - -ROOF _ _ I;___ _SIDES=- - ][ - _ ENDS_ _ )f WAINSCOTING ___TRIM_ 1 I , CHARCOAL GREY CHARCOAL GREY CHARCOAL GREY N/A WHITE ) I. 9" "1_ BARN RED APPROXIMATE PEAK HEIGHT TO BE 12 FEET 4.25 INCHES. EARTH BRo IN _ , ] • 4/77 r 1' RAWHIDE/TAN ,1 SANDSTONE -_...- _ QUAKER ., - r . BURNISHED SLATE 'i IN ICI PLEASE SEND PHOTO CLAY OF THE FINISHED SITE s ' - All" ANDACOPYOFPERMITTO sales@newteamcarport.com SLATE BLUE uN " 1 i 1 f.ls'I 11R•-� C'K' —__ I 1 BLACK - - - _. ,T 1 K END ADDITIONAL NOTES i FRONT END j _ BACK END li LEFT SIDE I' RIGHT SIDE EVERGREEN (2)9X8 FRAME OUTS (1)WHITE GRID WINDOW FULLY CLOSED (1)LEAN TO 12X26X7 WITH A 2/12 PITCH _ dair (1)MAN DOOR 36X80 PEWTER GRAY OPEN IN DATE: 9/28/2023 MADE BY: PEDRO ROSALES PEBBLE BEIGE Digital colors are an approximation and may be different in reality.The color of the screws is galvanized.I accept that the size of the building,the colors,the caliber,the certification are the requirements that I order in my order and I am satisfied with them. • Customer's Signature Date Installer's Signature Date PACE 3 OE 3 {Click here to sign Oct 3,2023 n NEW TEAM CARPORT LLC 0 l LLC 130 Cone La Mount Airy NC 27030 Tel.(336)776-0816&(518)300-3730 CARPORTS Business Hours 8:30 am to 5:00 pm Eastern Time TERMS AND CONDITIONS The New Carports LLC team,committed to the quality of service provided to our suppliers and customers,we inform you of the procedure for the installation of Buildings. 1. Reception of the order:review the order and clarify doubts with the seller(measurements,certification,caliber,prices,etc.). 2.Courtesy call to the customer check that the order information is correct(name,city,size of the building,colors,accessories,etc.).and in case of having any modification,do it at the moment. Once the order is confirmed,the customer begins the Information gathering process,which is detailed below: 1. Sketch and our terms and conditions:approved and signed electronically. 2. Foundation:Send 2 visible photographs of the surface on which the building will be built. 3. Construction permit:it depends on the state where you want to carry out the construction;If the procedure is necessary,the customer Is in charge of processing it and sending us a photograph. 4. Forklifts':The use is it based on the building height(z12 FT),width 030 FT);and certification from 70 PSF to 90 PSF,plus spand of 31' up,and the length of the building.The customer's responsibility is to rent the lift and confirm it for the building installation date. In case the construction is more than 32'width,it is important to consider the following: 5. Dow Payment of 50%of the total.amount of the building is required.The percentage paid to the dealer is deducted from this advance and only the difference is paid to NTC. Once all these requirements have been met,the'building is manufactured and installed,the estimated time in standard buildings Is between 4 to 6 weeks and in the case of commercial or Spand buildings,the delivery time is 6 to 9 weeks This time may vary since it depends on two Important factors such as:the climate and the suppliers of material. That said,an approximate Installation date win be provided to the customer and Is subject to change without notice. Changes made by the customer may affect the installation date,such a:measurements,caliber,color of the sheet,accessories(roll-up door,windows,doors)and any addition that Is not specified in the scketch that was previously confirmed. It is worth mentioning that we will not proceed to its manufacture if we do not have all the required information such as: DOCUMENTATION REQUESTED MARK-WITH AN"X"!F IT WAS DOCUMENTATION DATE ALREADY'.DELIVERED' Sketch and our terms and conditions j Foundation j ' j Construction permit Forklifts* 1 BUILDINGS WITH A WIDTH GREATER THAN 32' Down Payment of 50% Page 1 of 2 NEW TEAM CARPORT LLC JALI L LLC 130 Cone Ln.Mount Airy NC 27030 Tel.(336)776-0816&(518)300-3730 CARPORTS Business Hours 8:30 am to 5:00 pm Eastern Time 1 NTC reserves the right to make any changes and correct any errors made by the dealer or office personnel relating to taxes or tax rate. 2 NTC reserves the right to update or amend these terms and conditions at any time. 3 Customer has been informed about the various products,warranties and stipulation such as: 3.1 Non-certified units are built with standards and specifications according to New Team Carports and may be not eligible for building permits in certain areas. 3.2 Fourteen-gauge(14GA)units are constructed with 2''A"galvanized steel square tubbing,which is the lightest gauge having this a thirty- day workmanship warranty. 3.3 Twelve-gauge(12GA)units are constructed with 2'''/"galvanized steel square tubbing,which is the heaviest gauge,having this a thirty- day workmanship warranty,plus a twenty-year additional warranty on rust thni framing,assuming adequate maintenance and care. 3.4 Certified units are installed in areas requiring building permits and built on an engineer drawings and covered by a limited warranty on wind and snow rating. All units are secured with anchors,and according to the foundation type,which pass through the base rail of the unit to the foundation where it is being installed.Non-certified units are anchored to the ground with rebar anchors of 32"long,and 6'long anchors for concrete,mobile home anchors for ground and gravel are also available for non-certified units at an additional cost. Certified units come with mobile home anchors for ground and asphalt.Certified units with engineer drawings require to be installed on ground or asphalt only. 3.5 If the customer wants to use longer anchors,they will have an additional cost. 3.6 The cost of the purchased unit does not include colored screws,it will be installed with silver screws,if the customer wants to have colored screws,they will be charged 5%of the value of the unit before taxes and the order will be sent with this charge to sign the approval. 4 Customer is aware that the foundation where the unit is to be installed must be leveled and squared.If it Is not leveled and it has more than five inches(5")off level an extra fee will be charged by the installer and/or chance of not to install the unit. 4.1 It is the responsibility of the customer to deliver the installation place free from obstructions and clean,as well as 5 feet around,so that we do not have any problem to start working on It.The customer must send us a picture of the place before the Installation takes place to:galas(newteamcarnnrt.com in case the foundation is not ready to work on it,NTC does not take any responsibility for the drawbacks it might cause. . 4.2 NTC may require the use of special machinery due to the metal building features,being these,boom lift,telescopic forklift or forklift, which must be provided and paid by the customer.NTC might offer this service at the customer request having this an additional cost. 4.3 It is important that the customer informs NTC about any specification or restriction that the installers must take Into consideration before they install the building.In case the customer does not notify NTC regarding these issues,NTC does not take any responsibility for the damaged caused neither physical,nor moral or material. 4.4, Customer is responsible to mark any underground gas line,cables or pipe lines before the Installation takes place,otherwise NTC does not assume any responsibility for the damaged caused.___ - 4.5 Customer is responsible of supplying electricity for the tools required to install the unit,at least 100'away from the work site. 5 Customer is aware that extra labor such as,digging,cutting legs of units or frame to level the surface or if the unit has to be Installed on any foundation higher than two feet(2')or on any wall,dock,deck;carry any material any further than a reasonable distance or if the unit has to be built over any structure an extra labor fee of no less than$150 dollars will be charged. 6 Customer is responsible for getting the necessary permits,'generics,'blue prints,or'engineer drawings that may be required in his/her city or state prior installation and send us a picture of them to:sales@newteamcarport.com so that NTC can proceed with the installation process,contrarily the customer's order will be put on hold until NTC receives such documents.At the customer request NTC(manufacturer)or the dealer may provide these'documents which have an additional cost,except by the permits. 7 Tax-exempted customers must mention their condition during the purchase process, and send the tax-exemption certificate image to: snlpa(nlnewtpemcnroort CQM before closing the deal.(Only applicable to direct customers) 8 Customer shall pay from 10 to 20%down payment to the dealer at the time of the purchase,which is nonrefundable.NTC Is not responsible for this down payment.If the customer pays an excessive down payment,the dealer can only take 17%of this amount and sent the rest to NTC. 9 The Customer must pay the remaining balance owed,once the installation is completed,as well as any additional charges or surcharges where applicable and must be done immediately when the installers complete the installation.If the customer does not pay at the end of her Installation, NTC could take legal action.Acceptable forms of payment are:_credit,debit,cash and checks that must be issued by order of:New Team Carports LLC. 9.1 Customers must notify NTC about the state of the checks sent by post. 9.2 NTC requires a 50%down payment for units over 30'wide,including in this porcentage the dealer's payment,which is 10%to 17%. 9.3 Units whose value do not exceed$15,000.00 dollars will be put in route whenever there is another installation close to the customer's location. 10 Whenever the customer cancel an order,no down payments are refunded,neither NTC nor the dealer are obliged to do so.. 10.1 Customer shall notify NTC(manufacturer)and the dealer about canceled-orders. 11 Whenever the customer requires any modification to an installed unit,an amount no less than$150 dollars will be charged or additional amount for if the changes exceed this,plus$200 dollars for installers returning and transportation expenses.If the changes to the unit 12 NTC is not responsible for any change on delivery dates due to situations or drawbacks that are out of our control such as,weather conditions,truck VI WW1 UV WI I,V,luau aUUiUC1,tb. 13 NTC is not responsible for any damage to the unit due to extreme weather conditions. 14 Units reparations are subject to routes availability near the customer's location. 15 The customer is responsible for reading,understanding and agreeing with the terms,conditions stipulated and enumerated above. 16 Due to the constant price increase in steel,New Team Carports LLC will only be able to respect the prices of the orders sent by the Dealers for a maximum period of 90 days from the date of receipt,once the term is fulfilled and the customer continues ON HOLD FOR INSTALLATION for some process.,the order will be returned to the dealer for resolution,NTC will only be able to keep the order If the prices are updated to the most recent price list or it must be valued and approved by the Managing Director. Customer's Signature Date Page 2 of 2 Sta Click here to sign Close — — 4. -1- By clicking continue,I acknowledge that I have read and agree to the Ado : .r.oY ne our BEiNy Policy for details on our privacy practices. Continue • 1 /3 B si:•'ng,I agree to this agreement,the Consumer Disclosure and to do business electronically with NEW TEAM CARPORTS LLC. Vl IN • Click to Sign Language English:US • legate s ii gning to another • Decline to sign • Clear document data • Report Abuse • View history • Download PDF • Rep • Legal Notices • English:US v o00 �t'^o❑0 x�j��l� l ((00)) N p � I III 77 r,4�y.rya�" OArSD.-,mS`7J0mFCr2>AZ ON, 0A0A0 0M - Zrt1 ZZ *OGuoA �.G] _ - tb nP °o - UpC �z mq GOmO z Z �ZZ. y A N 00 h ry�Q E M1c �, a i•V T v G — \ 'Ce) r \ 2 v Nc c� 41t L cJ Q �Av IrJ v 6P,�o, m [ 13 Z niD r"TA G. 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