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355 W 3rd St ACC20-0085 Permit PacketOWNER:ADDRESS:CITY:STATE:ZIP: BEASLEY GERALDINE ET AL 237 SOUTHERN ROSE DR JACKSONVILLE FL 32225 COMPANY:ADDRESS:CITY:STATE:ZIP: SUNSET FENCE, INC.10418 NEW BERLIN ROAD, #106 JACKSONVILLE FL 32226 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 170873 1000 ATLANTIC BEACH SEC H JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 355 W 3 ST ACCESSORY SINGLE OR TWO FAMILY ACCESSORY DECK AND CANOPY $20000.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 2 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container cannot be placed on City right-of-way. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 12/29/2020 PERMIT NUMBER ACC20-0085 ISSUED: 12/29/2020 EXPIRES: 6/27/2021 ACCESSORY PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BLDG 3RD PLAN REVIEW FEE 455-0000-322-1006 0 $75.00 BUILDING PERMIT 455-0000-322-1000 0 $155.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $77.50 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $7.24 STATE DCA SURCHARGE 455-0000-208-0600 0 $4.83 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $494.57 3 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration, including sod, is required. 4 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 5 PUBLIC WORKS DECKING REMOVED INFORMATIONAL Notes: All old decking and debris must be removed from job site by Contractor. 6 PUBLIC WORKS OTHER PUBLIC WORKS CONDITION INFORMATIONAL Notes: Water retention must remain as is. 2 of 2Issued Date: 12/29/2020 PERMIT NUMBER ACC20-0085 ISSUED: 12/29/2020 EXPIRES: 6/27/2021 ACCESSORY PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $619.57 ACC20-0085 Address: 355 W 3 ST APN: 170873 1000 $619.57 BLDG SUBSEQUENT PLAN REVIEW FEES $250.00 BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BLDG 3RD PLAN REVIEW FEE 455-0000-322-1006 0 $75.00 BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BLDG 3RD PLAN REVIEW FEE 455-0000-322-1006 0 $75.00 BUILDING $155.00 BUILDING PERMIT 455-0000-322-1000 0 $155.00 BUILDING PLAN REVIEW $77.50 BUILDING PLAN CHECK 455-0000-322-1001 0 $77.50 PUBLIC WORKS PLAN REVIEW $25.00 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00 STATE SURCHARGES $12.07 STATE DBPR SURCHARGE 455-0000-208-0700 0 $7.24 STATE DCA SURCHARGE 455-0000-208-0600 0 $4.83 ZONING PLAN REVIEW $100.00 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL FEES PAID BY RECEIPT: R14460 $619.57 Printed: Tuesday, December 29, 2020 11:36 AM Date Paid: Tuesday, December 29, 2020 Paid By: BEASLEY GERALDINE ET AL Pay Method: CREDIT CARD 408504134 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R14460 ~+; CENTRALSQUARE A C C 2 0 - 0 0 8 5 U p d o l e d 1 0 / 9 / 1 8 ~ r ✓ - - - ~ ~ B u i l d i n g P e r m i t A p p l i c a t i o n \ ~ ~ ~ ) C i t y o f A t l a n t i c B e a c h B u i l d i n g D e p a r t m e n t ~ : , ( ) 1 1 v V 8 0 0 S e m i n o l e R o a d , A t l a n t i c B e a c h , F L 3 2 2 3 3 7 1 1 , 0 · P h o n e : { 9 0 4 ) 2 4 7 - 5 8 2 6 E m a i l : B u i l d i n g - D e p t @ c o a b . u s I * * A L L I N F O R M A T I O N H I G H L I G H T E D I N G R A V I S R E Q U I R E D . 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I c e r t i f y t h a t n o w o r k o r i n s t a l l a t i o n h a s c o m m e n c e d p r i o r t o t h e i s s u a n c e o f a p e r m i t a n d t h a t a l l w o r k w i l l b e p e r f o r m e d t o m e e t t h e s t a n d a r d s o f a l l t h e l a w s r e g u l a t i n g c o n s t r u c t i o n i n t h i s j U r i s d i c t i o n . I u n d e r s t a n d t h a t a s e p a r a t e p e r m i t m u s t b e s e c u r e d f o r E L E C T R I C A L W O R K , P L U M B I N G , S I G N S , W E L L S , P O O L S , F U R N A C E S , B O I L E R S , H E A T E R S , T A N K S , a n d A I R C O N D I T I O N E R S , e t c . 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W A R N I N G T O O W N E R : Y O U R F A I L U R E T O R E C O R D A N O T I C E O F C O M M E N C E M E N T M A Y R E S U L T I N Y O U R P A Y I N G T W I C E F O R I M P R O V E M E N T S T O Y O U R P R O P E R T Y . I F Y O U I N T E N D T O O B T A I N F I N A N C I N G , C O N S U L T W I T H Y O U R L E N D E R O R A N A T T O R N R E C O R D I N G Y O U R N O T I C E O F C O M M E N C E M E N T . f u , - w A - 4 " ~ x o ~ ~ ( S i g n a t u r e o f e r o r A g e n t ) ~ e o f N , ( ) A f f N A H O W E N S • . . ' b l . . • C o m m i a s l o o # 0 0 3 " 2 1 7 3 ~ ~ . ; < E . q , l r e s J u n e 5 , 2 0 2 3 [ J P e r s o n a l l y K n o w n O R ? f o F f ~ , : I ! 8 ~ T I I I I M o o t N o l l ! y s . r v l & f t - ; . . J P r o d u c e d I d e n t i f i c a t i o n T y p e o f I d e n t i f i c a t i o n : l ) l _ . . ~ ~ 4 0 - l ' ] • l - ~ J ~ ~ < ? , i ) . { ) , 1 ~ , i i ~ · · . . » . > . Y U 0 . 0 9 E R T 1 f ~ m • ~ \ l l o t a r y P u b l i c • S t i t t o f F l o r 1 d l \ ~ ~ ' 1 A f C o m m l i s 1 o n " G G , ~ , m [ ) P e r s o n a l ! ' / K n o w n O R \ ~ ~ ' : - ~ · M y C o m m . E ; c p l r t s M a y 1 5 , 2 0 2 ~ [ I P r o d u c e d l d e l ' t l f i c a t i o n · · B o n d ~ 1 h r o o a h l l a t l o ~ a l l l o l a r y A s s n . T y p e o f I d e n t i f i c a t i o n : - - ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ Revision Request/Correction to Comments City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 **ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: _______ _ D Revision to Issued Permit OR � Corrections to Comments Date: 12/18/2020 Project Address: . _S_t _At_la_n_t _ic _B_e _a_ch_,_F_L_32_2_3_3 ___________________ _ Contractor/Cont act Name:. Sunset Fence Abe ---------------------------------' Contact Phone: 904-759-2009 � '11:tt·1 � 'I' "-',,O Ema ii: mlob90706l@aol.com ( \-:ieo:; \ 91 \ k, �ma;!/ C<>IYj Description of Proposed Revision / Corrections: Attached are structural drawings and additional details regarding the canopy and the deck. _D_o_n_n_a_B_e_a _sl _ey ________ affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) •Will proposed revision/corrections add additional square footage to original submittal? I] No D Yes (additional s.f. to be added: ____________ ) •Will proposed revision/corrections add additional increase in building value to original submittal? !]No □•ves (additional increase in building value:$ ________ ) (Contractormustsignifincreaseinvaluation) *Signature of Contractor/Agent:-�--�--·-�-· ��-=--;...__--1--4 ____________ _ (Office Use Only) D Approved D Denied D Not Applicable to Department Permit Fee Due$ _____ _ Revision/Plan Review Comments ----------------------------- Department Review Required: Building Planning & Zoning Tree Administrator Public Works Public Utilities Public Safety Fire Services Reviewed By Date Updated 10/17/18 365 ACC20-0085 ✓ ACC20-0085 Revision Request/Correction to Comments City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 0 ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. Phone: (904) 247-5826 Email: Building -De pt @coab.us PERMIT#: _______ _ D Revision to Issued Permit OR ~ Corrections to Comments Date: 12/7/2020 Project Address: . ___ 35_5_W_3_r_d _S_t _A_tl_an_t_ic_B_e_a_ch_,_F_L_3_22_3_3 ___________________ """" Contractor/Contact Name: Sunset Fence Abe ------------------------------- Cont a ct Phone: 904-759-2009 .' Cio :t-1 ~ \J~~3 Email: mlob907061@aol.com ( ~C\S\7) lJ-C :i@c-y:oa/4> <:£rvi Description of Proposed Revision/ Corrections: Attached are structural drawings and additional details regarding the canopy and the deck. _Do_n_n_a_s_e_a_sl_ey ________ affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? rn No □ Yes (additional s.f. to be added: ___________ _, • Will proposed revision/corrections add additional increase in building value to original submittal? []No □•ves (additional increase in building value:$ _______ ~ (Contractormustslgnifincreaseinvaluatton) *Signature of Contractor/Agent:-~----~~~---+-<------------- (Office Use Only) IVA,pproved D Denied D Not Applicable to Department Permit Fee Due $ ------ Revision/Plan Review Comments ----------------------------- Department Review Required: Building Planning & Zoning Tree Administrator Public Works Public Utilities Public Safety Fire Services Reviewed By Date Updated 10/17/18 ACC20-0085 MOIUJOM, 2 n•. ,o wi1ul-1elease 1neclrnnism alumi1111111 reinforcement ©Shade Tree Sysltlms, LLC [et •¥%ti CIiek for Proflla • Home • Products • Photo Gallery Why Shadetree • Partners • Fabrics • Financing • Browse On-line Catalog • Shadetree Gives • EV SSL -. Featured on ... houzz Attractive & Rugged Each vinyl beam is reinforced with heavy-gauge aluminum for strength and durability to provide spans up to 21 feet from the house. Click here to find out more about the Greenbriar ... ShadeTree® mod~I: vinyl !GREENBRIAR modol) (dicA: nnv1g.otior1 ti.ar 1•l1111l:,i;.!r$ w ~~1use ;,lide~ & v,c·,.,· i11(livillur:1I phdos) End mounting bracket template - End mounting bracket templa.pdf http://www.shadetreecanopies.com/templates/End mounting bracket templ... 1 of 1 3/20/2013 9:26 AM Top @ @ I I ,_ __ ---- ,_ __ ---- ...._ --- @ @ End mounting bracket template 2 3/4"x21/2" Components of a ShadeTree Canopy Bottom Cross Member • Aluminum tube that support the canopy fabric between the tracks. • White or black powder-coated finish. /2&.3,1$66(0%/< 52//(5$66(0%/< )52176/,'(/2&. CROSS MEMBERS ROLLER SLEEVE LOCKING TABS All Canopy Rollers are locked in the Bottom Cross Member by the Roller Sleeve Locking Tab and can be removed by pushing the Tab into the Cross Member with a screw driver and pulling on Roller - see photo. Top Cross Member • Plastic piece that clamps the fabric to Bottom Cross Members. • Rivets secure black Top Cross Members (or white ones that have come loose with age). • Must be installed at the factory. Handle • Aluminum bar attached to outermost/extended end of the canopy to extend and retract • Standard (max) length is 18”; can be shortened. • A Sky Hook is used to operate high installations that put handle out of reach. Roller Assemblies •On the ends of each Cross Member except the first and last. • Rollers fit into the tracks and allow the canopy to be extended or retracted. • Top “lip” of the roller sleeve helps to hold the top & bottom cross members together. Front Slide Lock • Roller in the front position/first Cross Member • Tab snaps into the Top Lock Brackets to hold the canopy in extended or retracted position. • Includes a security screw to keep roller sleeve in Bottom Cross Member when pulling canopy. Roller Lock Pin Assembly • Molded end with a set screw rather than a roller • Located in the last Cross Member and is used to hold it in a fixed position. • Can also be used to hold second Cross Member fixed for the opening of windows, swinging doors, or headroom over doorways. Sky Hook • Used to operate high installations that put canopy handle out ofreach. • One end pulls the canopies, the other end pushes front cross member into locking position. • Includes handy hanging bracket. • Available in 60” or 46” lengths. 18 . x · ' > c ) { S f : ) ' , _ . . , / 6 , l l o _ ( ! _ , h~r-,. ------M-;;- 7 . r ~ ~ - ' . , : : : - , : : . : : : : : . . . L ! ~ . : . : : : : : : ~ _ _ f _ ~ ~ ~ - - , Z . ~ - - - - - . J - ' V'.] t i _ _ J l p _ c : i f l ' t - e - i b - - ~ <, >s ( ~ O e 1 v v t ; { ) . ( } ; 1 v r 1 t c t r · - . c - ~ · · -;~--------i,~-_.:;...::.,,,,,:.J. L . ! . . . . L : : : . . _ ~ . ! : . L . _ _ ~ ! . : : : : : J L . ' £ . ! . , . ; . = ; _ · ! _ _ . . L I ' : . _ _ _ _ ,. ; - : . . X X ~ - X " ' X ' ' -~~~ •. --__ _,__{'_· __ _ _ _ _ _ _ _ t _ ; ; _ _ _ _ _ _ _ _ _ _ _ L > < . . : : _ _ _ _ _ _ - : > X - ' \ . _ I R - ' i i < J ) f l ' : i . : ' . 1 N G - - i + t t ! I C H ' i ~ w / 1 - f 1 1 6 r A ) f A ~ 5 H A > - r / 2 : i 5 , 1 l . / c f V 1 : \ : " t l O f \ ) , . L , ~ • • ' f TRACK TO TRACK - CENTER TO CENTER OF TRACK1 THIS APPLICATION APPLIES DIRECTLY TO THE FOLLOWING TRACK TYPES. GREENBRIAR * SHADERETREAT * PERGOLA VINYL (PVC) 2” x 6” DOUBLE SIDED TRACKK BUNGALOW * BILTMORE ALUMINUM 2” x 6” DOUBLE SIDED TRACK FORESTER * CAPRI * CAPRI II ALUMINUM 2” x 3” DOUBLE SIDED TRACK UNDERBEAM ALUMINUM 2” x 1 3/4” DOUBLE SIDED TRAACK TRACK TO BEAM - CENTER OF TRACK TO INSIDE OF BEAM2 THIS APPLICATION APPLIES DIRECTLY TO THE FOLLOWING TRACK TYPES. THIS APPLICATI ON WORKS WITHH ANY OF OUR DOUBLE SIDEDD TRACK TYPES IN COMBINATIONN WITH STRIP TRACK. 63 1/2” fabric @ 60” 49 3/4” fabric @ 46” 33 1/8” fabric @ 30” BEAM TO BEAM - INSIDE OF BEAM TO INSIDE OF BEAM3 THIS APPLICATION APPLIES DIRECTLY TO THE FORESTER STRIP TRACK OPTION FLUSH MOUNT APPLICATION 64” fabric @ 60” 50 1/4” fabric @ 46” 33 5/8” fabric @ 30” 63 3/4” fabric @ 60” 50” fabric @ 46” 33 3/8” fabric @ 30” 62 1/2” fabric @ 60” 48 3/4” fabric @ 46” 32 1/8” fabric @ 30” ROUTED-IN APPLICATION ShadeTree Cool Living, LLC - for questions or assistance, call 800-894-3801 hadeTreeR SHADETREE COOL LIVING FABRIC - TRACK SPACING CHART *Dimensions for the 60” fabric are the maximum widths we can cover with one panel.* ■ 0 0 0 S ies . & Deck Canop Retractable Patio Dear Customer: Thank you for purchasing our ShadeTree®Canopy System. We trust these assembly instructions will be satisfactory for your installation. If you have any questions, please feel free to call 1-800-894-3801. And here’s a special offer we’d like to make to you: Send us a photo of your new ShadeTree®installation and we will send you $50 if we use your photo in our advertising materials. Before and after pictures will receive an additional $50. A deck or patio that is nicely furnished helps us communicate to prospective customers how nice a ShadeTree® patio can be. We hope you enjoy your new ShadeTree®patio canopies. Sincerely, Colin LeVeque, President ShadeTree Cool Living, LLC. The GreenbriarUsingShadeTree®Vinyl Overhead Tracks supported by a vinyl support structure with fixed - post placement. ShadeTree®Canopy Systems Assembly Instructions ShadeTree Cool Living, LLC |6317 Busch Blvd. |Columbus, Ohio 43229 |800-894-3801 |fax 614-844-5991 |www.shadetreecanopies.com ShadeTree® Retractable Patio & Deck Canopies End Mounting Bracket Extender Post Base Post Fixed-post Corner Bracket Mid- Beam Bracket Post CapPre-assembled Canopies with rollers Projection Beam Aluminum Support Insert 1 canopy section 5’-4” or 4’-2-1/4” wide* 2 canopy sections 10’-8” or 8’-4-1/2” wide* System Widths: Parts for Vinyl ShadeTree®System (utilizing fixed-post position support system) Quantity ShadeTree® Canopies 1 Corners 2 Extenders 2 Projection beams 2 Header beam 1 Posts (4” x 4” x 10’)2 Posts – wood, 4” x 4” x 10’ **2 ShadeTree®Canopies 2 Corners 2 Extenders 3 Mid-Beam Position 1 Projection Beams 3 Header Beam 1 Posts (4” x 4” x 10’)2 Posts – wood, 4” x 4” x 10’**2 ShadeTree®Canopies 3 Corners 2 Extenders 4 Mid-Beam Position 2 Projection Beams 4 Header Beam 1 Posts (4” x 4” x 10’)2 Posts – wood, 4” x 4” x 10’**2 ShadeTree®Canopies 4 Corners 2 Extenders 5 Mid-Beam Position 2 Middle Position 1 Center Post-beam Hardware Kit 1 Projection Beams 5 Header Beam 2 Posts (4” x 4” x 10’)3 Posts – wood, 4” x 4” x 10’**3 Projection Beam from house Cross Beam Posts Canopy 4 canopy sections 21’-4” or 16’-9” wide* 4” x 4” wood internal reinforcing post – may be imbedded into ground for added strength. Purchased separately. ** Purchased separately – should be longer if to be imbedded into ground. 3 canopy sections 16’ or 12’-6-3/4”wide* *Fixed-post Corner Bracket with closed-ends provides a finished look in standard, fixed widths as shown below. Header Beam Projection Beam Projection Beam *center to center of outside projection beams. Please allow an additional 8” overall to accommodate mounting hardware and base fittings. Complete Vinyl System (supported by an vinyl frame) All systems are custom-made and shipped with the following kits and parts included. This chart is intended as a check-off list only. ShadeTree Cool Living, LLC — For questions or assistance call 800-894-3801 .2 The Greenbriar ShadeTree®Canopy Systems Assembly Instructionsfixed-post placement NOTE: You’ll find a second pair of hands (to hold parts as the unit goes up) to be very helpful in erecting your vinyl system. Other Materials Required: You will also need 4” x 4” wooden posts for added strength inside vinyl posts. Pre-selection of pressure- treated wood is very important. Any warped or oversized lumber will not fit inside the vinyl post. If sinking posts into the ground, treated lumber is recommended. If mounting on a deck, patio, stepping stones, or wooden landscaping timber embedded into the ground, a wood post length of eight feet will suffice. If you wish to cement the posts 3’ into the ground, 12’ posts are needed. The vinyl framework should be completely assembled before cement is poured into the holes. If you are sinking posts into the ground, the four Post Bases are optional. If you prefer to use the Post Bases, they should be assembled onto the vinyl Posts before erecting the system. Fasteners & hardware provided: Tools required: 1. Phillips screwdriver 2. Hand drill 3. 9/64” drill bit 4. pencil 5. bubble-type level 6. Carpenter’s square 7. tape measure 8. hand saw 9. 8’ ladder 7/8” Long Tapping Screw 1-1/4” Long Tapping Screw Screw Cap Washer Nut Allen Wrench Screw Cap 2-3/4” Long Bolt Note: All A & B screws should be assembled with screw cap washer (D.) As shown at right. A.B. G. I.D. E. F. If driving screws with a drill or power screwdriver, set the torque to a low setting to avoid stripping screw heads. 1-1/4” Long #10 Woodscrew C. Optional: Internal Post Anchor Bracket For use in securing vinyl posts to concrete or decks, when sinking wood posts in the ground is not possible. ShadeTree®Canopy Systems Assembly Instructions The Greenbriar ShadeTree Cool Living, LLC — For questions or assistance call 800-894-3801 .3 ' ~ Mark the center location for each End Mounting Bracket on the house 5-4” or 4’-2” apart. One End Mounting Bracket is needed for every projection beam. Be sure to allow approximately 4” on the outside of outermost brackets for inserting bolts into brackets. Step 1 Attach End Mounting Brackets Mount the End Mounting Brackets on each center mark, using the center notch as a guide. The brackets should be mounted so that the the slanting edge of the bracket is to the top (as in illustration). Be sure to mount the brackets level with each other. Use a 9/64” drill bit to drill pilot holes. Wood screws are included (1-1/4” screw c). . . any other type of screws (such as masonry screws for brick or stone) can be purchased from your hardware store. The Bracket can be used as its own template for marking pilot holes. 5’4” or 4’2-1⁄4” 5’4” or 4’2-1⁄4” 5’4” or 4’2-1⁄4”4” min Screw or nail into studs to support 1” x 4” board Aluminum or vinyl siding 1” x 4” board St u d When mounting to house, brackets must be attached to well-secured wood, brick or stone. • If attaching to stucco, aluminum, or vinyl siding, the screws must make contact with wood. On two story houses, this can usually be done in the area of the second floor joists. When no wood can be found to carry the canopy load, it is recommended to attach a 1’’ x 4” board to the home (see illustration below) . . . horizontally at the height desired for the canopy. The board can then be secured by screws into each stud. On aluminum or vinyl siding, tighten the bottom screws only enough to hold board snugly. Over-tightening can compress the siding. The board can be painted or stained to match the siding. • If mounting to a house with wood siding, or to wood trim, use the 1-1/4” #10 wood screws with the painted heads (screw c). • If mounting to a masonry wall (brick or stone) concrete fastening screws must be used. Consult your hardware store for the best fastener for your situation. Measure out from the house to the desired location of your first vinyl Post (A). Measure out from the house a second time to the location of your second vinyl Post (B). Be sure that points A & B are on a line (C) that is parallel with the wall to which the End Mounting Brackets are attached. To ensure that your system will be square, measure the distance from point B to point D. Then measure the distance from point A to point C. Move points A and B right or left to get B to D and A to C equal. 5’-4” or 4’-21⁄4” End Mounting Bracket FIG 1-A Line C Step 2 Determine location of Posts B C D A Po s t l o c a t i o n me a s u r e m e n t Center notch for 5’-4” or 4’-2-1/4”alignment Allow 2” beyond center of bracket 2” ShadeTree Cool Living, LLC — For questions or assistance call 800-894-3801 .4 The Greenbriar ShadeTree®Canopy Systems Assembly Instructions .......................... .. ............ .. Step 5 Attach Extenders Attach an Extender to each of the End Mounting Brackets on the house using the 2-3/4” bolts (F) and nuts (G) provided. Be sure the top of the Extender is up (as shown.) Loosely hand-tighten the nuts. End Mounting Bracket F Extender G It is important that your ShadeTree®structure be built on a level surface. It is highly recommended that the vinyl & wood posts be cemented 3’ into the ground. Place one post Post Base in the desired location. Ensure that this location is directly opposite the End Mounting Brackets you attached in step 1. Do not fasten to the mounting surface at this time. Step 3 Place One Post Base If your application requires projection beams shorter than provided, please follow step 7 on next page. If you are satisfied with the projection length, proceed to step 8. Step 6 Measure the length of the Projection Beams Have your helper hold the Post Assembly square. Hold the Extender level. Measure the distance from the Extender to the Corner Bracket as shown in the illustration below. This measurement will tell you exactly how long your Projection Beams must be. Compare this measurement to the actual length of the Projection Beams that you purchased to determine how much needs to be cut (if any.) Post Base Mounting holes (4) Post location measurement Line C 5’4” center line 4” Minimum Deck Edge Step 4 Erect first Post Slide a wood post into one vinyl Post and then insert one end of that Post into the Post Base. Drill eight 9/64” holes through the existing Post Base holes into the wood post. Do not yet use the 1 1/4” Tapping Screws (B) to tighten Post Base to Post. Slip one Corner Bracket over the upper end of the first vertical Post. Slide it down to the approximate desired height. To hold the Corner Bracket temporarily in place until final leveling adjustments are made, tighten the Corner Bracket set screw using the Allen Wrench (I) provided. Have your helper hold the post upright for the next step. Vinyl vertical post To house Post Base Corner bracket set screw to temporarily hold for leveling Corner bracket *If cementing posts into the ground, slide the vinyl post about 12” up the wood post and insert a wood screw to hold in place.Wood Post Screw End Mounting Bracket (on house) Extender Measured projection Corner Bracket Post Ho u s e ShadeTree®Canopy Systems Assembly Instructions The Greenbriar ShadeTree Cool Living, LLC — For questions or assistance call 800-894-3801 .5 @ End Mounting Bracket Extender Post Post Base Corner Bracket Projection Beam Assemble the outside Projection Beam to the existing post assembly. Insert the arm of the Corner Bracket and the arm of the extender into the Projection Beam. Ensure that the vertical Post is square with the mounting surface and the Projection Beam is square with the house. Slide the Post Base down to the mounting surface and secure the Post Base to the Post using the 1-1/4” Tapping Screw (B). You will be screwing into the eight 9/64” holes you drilled in step 4. To help secure the Projection Beam during the assembly process, insert two 7/8” tapping screws (A) into the Projection Beam through both the Extender and the Corner Bracket. The two holes on the top of the track at the Extender connection must be drilled into the Extender with the 9/64” drill bit to a depth of approximately 1”. Step 8 Connect outside Projection BeamsStep 7 Shorten Projection Beams (optional) Cut the desired length off one end of the Projection Beam with a hack saw or miter saw. It is recommended to cut the length from the end of the Projection Beam closest to the house. Ensure that the cut is square. Redrill the six mounting holes in the end of the Projection Beam using the 9/64” drill bit. For the holes on top of the Beam, measure along the scribed centerline already present on the Beam. Drill the hole locations per the dimensions shown below. For the holes on the side of the Beam, drill four 9/64” holes per the dimensions shown below. Repeat this process for all Projection Beams. 3/4” from end 3” 3/4” from end 3” 2-5/8” Scribed centerline Side hole Vinyl Track Aluminum insert2-5/8” Repeat steps 5 through 7 for the other outside Projection Beam. If cementing posts, square all vertical posts using a bubble level. Add cement to holes & resume assembly once cement is dry. ShadeTree Cool Living, LLC — For questions or assistance call 800-894-3801 .6 The Greenbriar ShadeTree®Canopy Systems Assembly Instructions If you have purchased a one-canopy system, skip steps 9 & 10. Measure inward from the centerline of the outside track 5’-4”. Place the Mid-beam Bracket on the cross beam at this distance. This location should be directly across from the End Mounting Bracket on the house (step 1.) Using the Mid-beam Bracket as a template, mark the four mounting hole locations. Remove the bracket and drill through one side of the Header Beam and its aluminum insert with the 9/64” drill bit. Secure the Mid- beam Bracket in place with four 7/8” Tapping Screws (A). Step 10 Assemble Mid-beam Bracket Header beam Mid-beam Bracket 5’-4” to centerline of outside track. 5’-4” to centerline of outside track. Mounting holes Insert the arm of the Extender and the arm of the Mid-beam Bracket into the Middle Projection Beam. Secure the beam by inserting two 7/8” Tapping Screws (A) into the beam at each end. Step 11 Connect Middle Projection Beam Mid-beam Bracket Middle Projection Beam Step 12 Fasten the system together If the posts are cemented, remove the screw holding the vinyl posts up and slide the vinyl posts backdown the wood posts. Use a square and a level to make sure the posts are all square and the beams are level. Proceed to insert screws into all remaining fastening points. The quantity, type, and location of all screws is shown below. Be sure to use the plastic washer on each screw so a plastic cap can be applied to cover the screw. For a guide to screw hardware see page 3. (4) C (6) A (6) A (8) B (6) A (6) A (8) B (6) A (6) A (8) B (6) A (6) A Extender End Mounting Bracket Header Beam (8) B (4) C Assemble the Header Beam to the Projection Beam/post assembly. Have your helper hold one vertical Post in position while you steady the 2nd vertical Post. Insert the arm on the Corner Brackets into the Header Beam on both ends. Place a bubble level on top of the Header Beam to confirm that it is level. If it is not, loosen the set screws on the Corner Brackets and lower or raise the Corner Brackets on the Post as necessary. Once level, drill eight 9/64” holes through the existing mounting holes on the Corner Bracket and into the Post. Fasten each corner with eight 1-1/4” Tapping Screws (B). To secure the Header Beam, screw two 7/8” Tapping Screws (A) through the pre-drilled holes on the top of the Header Beam into the Corner Brackets at both corners. Step 9 Connect Posts Header BeamProjection Beam Post Fixed-post positions corner bracket ShadeTree®Canopy Systems Assembly Instructions The Greenbriar ShadeTree Cool Living, LLC — For questions or assistance call 800-894-3801 .7 Step 13 Attach Caps to Posts If more than 2” of Post is exposed above the Corner Fitting, you can cut the excess with a saw before assembling the Post Caps. Place one Post Cap on top of each Post. If you wish to secure the cap permanently on top of the Post, apply a bead of clear silicon caulk (not provided) to the inside wall of each cap before assembly. Step 15 Installing the Canopies You can now insert the Canopies, starting at the end of the beams closest to the house. Insert the Rollers at the ends of each Cross Member; insert the front Cross Member first. The front Cross Member is the one that has a Slide Lock on each end. When inserting, ensure that the Lock Tab is pointing up as shown here. Be sure that the canopy is oriented so that the Fabric Clamp is facing up as shown, while the aluminum Cross Member is oriented down. Continue inserting the remaining rollers until the entire Canopy is up. Install remaining Canopies using the same procedure. Step 16 Locking the end of the canopy Fabric Clamp on Front Cross Member Lock Tab (Tab must point upward) Slide Lock Roller Post Corner Fitting Post Cap Step 14 Shortening Canopy Length (optional) Lay the canopy on a flat clean surface. The extra fabric length should be removed from the back end of the canopy. This is the end opposite the handle. Remove the Roller Sleeve assemblies at both ends of the back canopy Cross Member.To do this, first fully extend the Roller, then push down on the locking tab and pull Roller Sleeve outward (Fig. 2A). Remove the Fabric Clamp. To do this, insert a flat head screw driver between the canopy fabric and the Fabric Clamp. Pry upward to release the Fabric Clamp (Fig. 2B). From the back end of the canopy, measure the same distance that was taken off the track length. Make a mark at this distance on both outside edges of the fabric (Fig. 2C). Place the BottomCross Member (aluminum) underneath the canopy, centering it on the two marks. Position the Bottom Cross Member so the punched square holes at the ends are facing downward. Holding the Bottom Cross Member in this position, reassemble the Fabric Clamp by snapping the Fabric Clamp in place at both ends and pressing down, working toward the center . Insert the Roller Sleeve assemblies back into the Bottom Cross Member, ensuring that the locking tab engages the corresponding punched square hole in the BottomCross Member (Fig. 2E). Measure the canopies to ensure the desired length is correct before trimming off excess canopy material. Remove the canopies and place on a flat, clean surface. To remove the excess canopy material, use the edge of the Fabric Clamp as a guide when cutting with a sharp utility knife (Fig. 2F). Fig. 2AFig. 2A Fig. 2BFig. 2B Fig. 2CFig. 2C Fig. 2DFig. 2D Fig. 2EFig. 2E Fig. 2FFig. 2F If existing obstacles (casement windows, doors, etc.) keep canopies from retracting against the house, extra canopy roller locks can be inserted into the tracks and hooked onto the next rollers on the canopies. As a result, canopies will retract only to the desired position, clearing the obstacle. A Roller Lock Pin is provided to hold the Cross Member nearest the house in a fixed position. It will arrive already inserted in the canopies in the last cross member. Once in place, it can be secured with set screws. The locking pin will hold the last Cross Member firmly in place. Repeat on each track. (On masonry houses, it is recommended to leave a few inches between the canopy and the house to prevent scuffing of the canvas during windy weather). Roller Lock Pin Back/End Top Cross Member ShadeTree Cool Living, LLC — For questions or assistance call 800-894-3801 .8 The Greenbriar ShadeTree®Canopy Systems Assembly Instructions /4~,- l/f;.-,,·~ (,-;::<:~-. ,· Pull each canopy section out to the position where you want it to end. Place a Top Lock Bracket on the top of the track in the orientation shown in Fig. 2A. Tighten set screw 1 on both sides of the Top Lock Brackets with the Allen wrench provided (I) . . . making sure that the Top Lock Brackets are completely pushed down on the track before tightening. Test the snap-in Top Lock Bracket and tighten or loosen the adjusting screws as required for the desired tension. The recommended tension setting procedure is to turn the adjust screw clockwise until it stops, and then back the adjust screw out six full revolutions Repeat this step on each lock mechanism. Step 17 Installing the Top Lock Brackets Pull each canopy back to the fully retracted position. Place another Top Lock Bracket on each track at this point, in the orientation shown in Fig. 2A. Tighten the set screws. NOTE: The locking system is designed to release the canopies in high winds to protect the canopies. The adjusting screws can be used to adjust the tension. Do not over-tighten, as this could increase the chance for canopy damage in high winds. Step 18 Assemble Screw Caps Locate the small white Caps (E) in the hardware packet and snap the caps onto the screw cap washers (D). Adjusting screws Stop Stop set screw Set screw 1 To po s t s To ho u s e FIG 2-A Step 19 Adjusting the handle height (optional) Each canopy has the handle overhang approximately 18” from the tracks. This drop handle is for opening and closing the canopies. However, if you must have less than an 18” overhang, follow the instructions below for shortening the handle height. 1. Remove all screws in the handle and open the handle the entire width. 2. Cut the fabric to the desired length. 3. Carefully close the handle and re-insert the screws provided - do not overtighten. 4. Reinstall the top caps in the end of the handle. ShadeTree®Canopy Systems Assembly Instructions The Greenbriar ShadeTree Cool Living, LLC — For questions or assistance call 800-894-3801 .9 Care and cleaning of your ShadeTree®Canopies 1. ShadeTree®tracks should be cleaned regularly to keep debris and dirt from accumulating and interfering with the rollers. Simply use a mild detergent with a small soft brush, such as a toothbrush, and gently wipe or brush along the inside of the tracks. To maintain a smoothly operating system, apply a paste car wax such as KitTM or TurtlewaxTM to the roller tracks. Allow the wax to dry then wipe off with a clean, soft cloth. Note: Do NOT use oil or any wet lubricant, such as WD-40, on the tracks as it would attract more dirt.For ultimate performance, use ShadeTree®EasyRider Track Lubricant. 2. Fabric should be cleaned regularly before substances such as dirt, roof particles, etc., are allowed to accumulate on and become embedded in the fabric. The fabric can be cleaned without being removed from the cross members. Simply brush off any loose dirt, roof particles, etc.; hose down and clean with a mild natural soap in lukewarm water (no more than 100º F.) Rinse thoroughly to remove soap. DO NOT USE DETERGENTS! For ultimate performance, use ShadeTree®Canopy Cleaner Mold & Mildew Stain Remover. 3. For stubborn stains soak the fabric for approximately 20 minutes in a solution of no more than 1/4 cup (2 oz.) natural soap per gallon of water at approximately 100º F. Rinse thoroughly in cold water to remove all of the soap. Note: Excessive soaking in bleach can deteriorate sewing threads. This method of cleaning may remove part of the water repellency and the fabric should receive an application of an air-curing water-repellent treatment, such as APCO, UNISEAL, SUNSEAL or similar products, if water repellency is a factor. For ultimate performance, use ShadeTree®Canopy Cleaner Mold & Mildew Stain Remover and ShadeTree®Water Repellent. 4. When washing or cleaning, DO NOT SUBJECT TO EXCESSIVE HEAT as the fabric will shrink. DO NOT STEAM PRESS OR DRY IN ELECTRIC OR GAS DRYERS, but allow to air dry. 5. In cases where canopies are taken down & stored, they should be cleaned and allowed to air dry, before being stored in a dry, well ventilated area. How to remove ShadeTree®Canopies for end-of season storage: 1. Remove the Top Lock Brackets at the “retracted” end of each track (see step 16.) 2 Remove the Roller Lock Pin which holds the last Cross Member in a fixed position (see step 15.) 3. Then simply roll the Cross Members out of the “retracted” end of the track. The tracks can remain up year-round. 4. If a canopy is dirty and requires washing before storage, simply spread the canopy on a driveway or other flat surface. Wash, using a broom and bucket of warm water and a mild soap, such as Ivory Snow. Be sure to rinse well by hosing with a clear water. Allow to air-dry completely in the sun before rolling canopies up for storage. (Do not store wet canopies!) Here’s a chance to earn $50! We regularly use pictures in our advertising materials. If you send us reproducible pictures of your new ShadeTree®canopy installation, and we use them in any of our advertising, we will send you $50. Interesting before-and-after pictures will receive an additional $50. Of course, attractive landscaping and patio furniture will be a factor in selecting pictures to be used. Architects, builders and installers will receive credit mentions in the advertising. ShadeTree Cool Living, LLC — For questions or assistance call 800-894-3801 .10 The Greenbriar ShadeTree®Canopy Systems Assembly Instructions l!J SHADETREE COOL LIVING POST BASE MEASUREMENTS 10.50 10 .50 5,88 1--5.88--l ~ [_J Greenbriar and Basic Pergola 3.04 I 1.51 ,___ ____ 10,5''-------' 1---1--4. 7 5- Deluxe Pergola (Round Column) 10,50 8.37 4,75-I 8.37 4.75 Deluxe Pergola (Square Column) 10 .25 10 .50 ShadeTre~ Retractable Patio & Deck Canopies 10.2: I'\ / 7.59 7. ;)9 / ' Deluxe Bungalow (Standard Base) 10,5:: "" / "' / 5.50-- 5,50 I/ "' I/ "" Bungalow (Large Base) 8.500 ~ / 5.50-- 50 5.50 I/ "" Bungalow (Small Base) Shade Tree Cool Living, LLC-for questions or assistance, call 800-894-3801 DE T A I L A SC A L E l : 6 PV C Co l u m n A n c h o r se c u r e s t o 4x 4 po s t w i t h qt y ( 4 ) -1 /4 " Lo g Bo l t s C o l u m n Bo s e An c h o r se c u r e s t o p a t i o o r d e c k w i t h 1 /4 " la g bo l t s or Ta p - C o n s 7 g o u g e sh e e t m e t o l mo u n ti n g ba s e p o w d er c o a t pa i n t e d Po l y e t h y l e n e Ba s e ga s k e t 1 - . - - - - 1 - f - - - - - - l • AN G l . . 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T fi AG1ll Pll•2 0 C'.\AGI_ VA UL i\Sha detre e\.~070 Pos.l 1-1 otde.r\C:oe; \ ~ ~~ ·I-~~ ~~ ~ ~ ( :1 ~~ u l SHADETREE COOL LIVING FABRIC -TRACK SPACING CHART -. *Dimensions for the 60" fabric are the maximum widths we can cover with one panel.* Shade Tree Retractable Patio & Deck Canopies G) TRACK TO TRACK-CENTERTO CENTER OFTRACK THIS APPLICATION APPLIES DIRECTLY TO THE FOLLOWING TRACK TYPES. GREENBRIAR• SHADE RETREAT• PERGOLA VINYL (PVC):.!' x 1$" DOUR! E SIDED TR/\CK BUNGALOW' BILTMORE Ai.UMINIIM 2"x6'' DOUf'lLF SIDFDTRACK FORESTER• CAPRI' CAPRI II ALUMINUM 2'' x 3" DOUBLE SIDED Tr1ACK UNDERBEAM ALUMINUM 2" x 1 3/!,'' DOUB! re SIDED TRACK ~ ® TRACK TO BEAM • CENTER OF TRACK TO INSIDE OF BEAM 8 64"8 ric@ 60" 01/4" ric@ 46" 3 5/8" fabric@ 30" THIS APPLICATION APPLIES DIRECTLY TO THE FOLLOWING TRACK TYPES. THIS APPLICATION WORKS WITH ANY OF OUR DOUBLE SIDED TRACK TYPES IN COMBINATION WITH STRIP TRACK. t @ BEAM TO BEAM • INSIDE OF BEAM TO INSIDE OF BEAM P 633/4" bric@ 60" 50"----+l bric@ 46" 33 3/8" ---~ 1abric@ 30" THIS APPLICATION APPLIES DIRECTLY TO THE FORESTER STRIP TRACK OPTION ---63 1/2"----p,f fabric @ 60' ----.9 3/4---- fabric@ 46" ---331/8"---~· fabric @ 30" FLUSH MOUNT APPLICATION -----621/2" ---~ fabric@ 60" ~-----48 3/4---~, fabric@ 46" ----32 1/8" ----J-1 fabric@ 30" ROUTED-IN APPLICATION Shade Tree Cool L1vmg, LLC -for questions or assistance call 800-894-3801 Top @ @ I I ,__ i--- --,_ __ -- @ @ End mounting bracket template 2 3/4" X 2 1 /2" CO N F I G U R A T I O N P A R T # DE S C R I P T I O N S0 0 4 WH I T E S0 0 4 WH I T E En d Br a c k e t S0 0 4 BL A C K S0 0 4 BL A C K En d Br a c k e t S0 0 4 TA U P E S0 0 4 TA U P E En d Br a c k e t S0 0 4 BE I G E S0 0 4 BE I G E En d Br a c k e t Shade Tree Retractable Deck & Palfo Canopies S004 SHEET l OF l -- 2. 3 1 0 0 0. 8 0 0 0 I ~ >- - I @ 1 2. 7 5 0 0 1 - - 2. 0 6 0 0 - 1 1. 3 0 0 0 1 -s 2, Q 5 Q Q .. I I - 1 -+ --'" I I - - - L __ _ _ r _ _ _ _ _> - - - - L - - - - - ~ i ~ I I I I I I I -D I ru ..... ------- - - - 1 5 ' - 8 3 / W - - - - - - - - - - 3'-10 1/2' 3 ' - 1 0 1 / 2 ' 3 ' - 1 0 1 / 2 ' 3 ' - 1 0 1 / 2 ' ----- - - - - - 1 5 ' - 6 1 / 8 ' - - - - - - - - - - ! ------ - - - - - - 1 6 ' - 0 ' - - - - - - - - - - - - SHADETREE DISCLAIMER FOR CAD Shade Tree 631 7 B u s c h B l v d . Col u m b u s , O h 4 3 2 2 9 Pho n e : 6 1 4 - 8 4 4 - 5 9 9 0 Fax: 6 1 4 - 8 4 4 - 5 9 9 1 F i l e : B e a s l e y , D o n n a G r e e n b r i a r 1 D a t e : 1 1 / 2 3 / 2 0 R e c o r d # : 3 7 1 9 9 1 Retractable Patio & Deck Canopies inquiri e s @ s h a d e 1 r e e c e n o p i e s . c o m D r a w n b y : G F B i l l o f M a t e r i a l s E x t r u s i o n s Q t y C u t L n . V i n y l P o s t s ( 1 0 ~ 2 1 2 0 T r a c k A 5 1 3 6 . 1 2 5 H e a d e r A 1 1 8 1 . 6 2 5 P a r t s C o r n e r P o s t K i t s 2 M o u n t i n g A s s e m b l y 5 M i d B e a m B r a c k e t s 3 P V C T o p L o c k s 1 0 C a n o p y W i d t h A 4 6 1 / 2 4 1 3 4 . 5 C r o s s m e m b e r S p a c i n g @ 6 2 8 . 2 5 C u s t o m e r a p p r o v e d v i a e m a i l o n 1 1 / 2 4 / 2 0 2 0 p r i o r t o r e v i s i o n . R e v i s i o n T a b l e # D e s c r i p t i o n D a t e 1 A d d e d a c a n o p y , a d j u s t e d p r o j e c t i o n 1 1 / 2 5 / 2 0 G r e e n b r i a r S y s t e m ( F i x e d ) B e a s l e y P r o j e c t MAP SHOWING BOUNDARY SURVEY All Qf LOT 5 AND A PQBIJON Of LOT 6. BLOCK 1 os ACCORDING TO THE PLAT OF SECTION H, ATLANTIC BEACH, AS RECORDED IN PLA.T BOOK 18 CURRENT PUBLIC RECORDS OF DUVAL COUNTY. FLORIDA, BEING MORE PARTICULARLY DESCRI ~ AT THE SOUTH EAST CORNER OF SAID LOT 6. BLOCK 106; THENCE S. 88"56'00" W., RIGHl-OF-WAY LINE OF WEST 3RD STREET, (A 50 FOOT RIGHT-OF-WAY), 73.90 FEET; THE~ 69.9!5 FEET TO TI-IE SOUTH LINE OF SAID LOT 5, BLOCK 106; THENCE S. B8"5J'27" W. ALO 28.0:5 FEET TO THE EAST LINE OF LOT 5, BLOCK 107, SAID PLAT OF SECTION H All.ANTIC 01"24'36" W., ALONG LAST SAID LINE, 50.00 FEET TO THE SOUTH LINE OF LOT 4, BLOCK 1 SECTION H ATLANTIC BEACH; THENCE N. 88"53'26" E., ALONG LAST SAID LINE , 102.23 FEE -OF -WAY LINE OF MAIN STREET, (A 50 FOOT RIGHT-OF-WAY); THENCE S. 01" 19'01" EAST, LINE, 120.00 FEET TO THE POINT Of BEGINNING CERTIFIED TO: DONNA SUE BEASLEY & RONALD DEAN BEASLEY / HANCOCK WHITNEY BAN~ HOLDING COMPANY, LLC D/8/A SOUTHERN TITLE / ALLIANT NATIONAL TITLE INSURAI LOT 5 BLOCK 107 0. FNO 1 /2~ 1.P. NO I.D. I' WOOD FENCE X REMAINDER OF LOT 6 BLOCK 106 l )JJ b. i \o u -* ~c... ••CV ~, v-.': ~tie; J:Lt,. U! d &--~Ct;: 't~~ 4: uf-Q '~ 0..·1d, L O T 4 \, f>"' ·\ \ J ,• ., BLOCK 106 ··· ,~. tt-' -J )..~~ (.'tit <''/0 v wl, Naa-s3•2s·E 102.23•,~~d~~~ . ...,f-FNo ,12· I.P. SOUTH E OF LOT -' N J.D. C o n s t a n t i n e R e s i d e n c e S h a d e T r e e C a n o p y 1 2 5 9 W i n d y B a y S h o a l T a r p o n S p r i n g s , F L 3 4 6 8 9 S e p t e m b e r 1 7 , 2 0 1 5 F i l e : 1 5 1 6 8 1 5 7 3 1 R o s i n W a y P h o n e : ( 9 4 1 ) 3 7 1 - 1 7 2 4 S a r a s o t a F l o r i d a 3 4 2 3 3 F a x : ( 9 4 1 ) 8 4 7 - 0 8 7 0 W e b : w w w . D e S t e f a n o E n g i n e e r i n g . c o m C e r t i f i c a t e o f A u t h o r i z a t i o n N u m b e r : 2 7 3 8 3 D E S T E F A N O E N G I N E E R I N G G R O U P , P L ShadeTree Retractable Deck & Patio Canopies C o n s t a n t i n e R e s i d e n c e 1 2 5 9 W i n d y B a y S h o a l T a r p o n S p r i n g s , F L 3 4 6 8 9 S e p t e m b e r 1 7 , 2 0 1 5 F i l e : 1 5 1 6 8 1 o f 7 S 1 O c t o b e r 1 2 , 2 0 1 5 S 1 1 S T R U C T U R A L C O M P O N E N T S S C A L E : 2 " = 1 ' - 0 " G E N E R A L N O T E S : D E S I G N C R I T E R I A T H E S T R U C T U R A L S Y S T E M F O R B U I L D I N G D E P I C T E D H E R E O N H A S B E E N D E S I G N E D A C C O R D I N G T O T H E 2 0 1 4 E D I T I O N O F T H E F L O R I D A B U I L D I N G C O D E , A S C E 7 - 1 0 , A N D T H E A L U M I N U M D E S I G N M A N U A L . T H E S T R U C T U R E H A S B E E N D E S I G N E D T O R E S I S T T H E F O L L O W I N G S U P E R I M P O S E D L O A D S . R O O F D E A D : 3 P S F + S E L F - W E I G H T W I N D L O A D S O N T H E S T R U C T U R E H A V E B E E N C A L C U L A T E D I N A C C O R D A N C E W I T H A S C E 7 - 1 0 F O R T H E F O L L O W I N G : B A S I C W I N D S P E E D : 1 4 0 M P H ( 3 S E C O N D G U S T ) , R I S K C A T E G O R Y : I I , E X P O S U R E C A T E G O R Y : D , O P E N F L A T R O O F . T H E S K E L E T A L S T R U C T U R E I S D E S I G N E D T O M E E T T H E W I N D C O N D I T I O N S I N A C C O R D A N C E W I T H T H E F L O R I D A B U I L D I N G C O D E . L O A D C O M B I N A T I O N S : D + 0 . 6 W 0 . 6 D + 0 . 6 W T H E D E S I G N I S B A S E D O N T H E T H E S H A D E T R E E P E R G O L A C A N O P Y W I T H A D J U S T A B L E F A B R I C S Y S T E M D E S I G N R E Q U I R E M E N T S . A C O N T I N U O U S L O A D P A T H B E T W E E N F O U N D A T I O N S , C O L U M N S , A N D B E A M S A R E I N T E N D E D B Y T H E S E D R A W I N G S A N D S H A L L B E F I E L D V E R I F I E D . T H E C O N T R A C T O R I S R E S P O N S I B L E F O R W A T E R P R O O F I N G . T H I S S T R U C T U R E H A S B E E N D E S I G N E D T O B E S E L F - S U P P O R T I N G A N D S T A B L E A F T E R T H E C O N S T R U C T I O N I S C O M P L E T E . I T I S T H E R E S P O N S I B I L I T Y O F T H E C O N T R A C T O R T O D E T E R M I N E S U I T A B L E S E Q U E N C I N G , M E A N S A N D M E T H O D S O F C O N S T R U C T I O N , I N C L U D I N G , B U T N O T L I M I T E D T O T H E A D D I T I O N O F N E C E S S A R Y S H O R I N G , T I E D O W N S , T E M P O R A R Y B R A C I N G , E T C . T H E I N F O R M A T I O N U S E D A N D C O N T A I N E D H E R E I N I S B A S E D O N C O N T R A C T O R S U P P L I E D D A T A A N D M E A S U R E M E N T S . D E S T E F A N O E N G I N E E R I N G G R O U P , P L ( D E G ) H A S N O T V I S I T E D T H I S J O B S I T E . D I M E N S I O N S A N D E X I S T I N G C O N D I T I O N S S H A L L B E F I E L D V E R I F I E D . D E G A S S U M E S N O R E S P O N S I B I L I T Y O R L I A B I L I T Y I N A N Y W A Y F O R E R R O N E O U S O R I N A C C U R A T E D A T A O R M E A S U R E M E N T S . D E G S H A L L B E N O T I F I E D A N D G I V E N A N O P P O R T U N I T Y T O R E - E V A L U A T E O U R W O R K U P O N D I S C O V E R Y O F A N Y I N A C C U R A T E I N F O R M A T I O N P R I O R T O M O D I F I C A T I O N O F E X I S T I N G F I E L D C O N D I T I O N S , F A B R I C A T I O N , A N D / O R I N S T A L L A T I O N O F M A T E R I A L S . M A T E R I A L S P E C I F I C A T I O N S A L U M I N U M : A L U M I N U M S H A L L B E A M I N I M U M O F 6 0 6 3 - T 6 U N L E S S N O T E D O T H E R W I S E F I N I S H C O L O R T O B E S E L E C T E D B Y O W N E R F R O M M A N U F A C T U R E S S T A N D A R D C O L O R S F O R S T A N D A R D E X T R U S I O N S . C O N C R E T E F A S T E N E R S T O B E 4 1 0 S T A I N L E S S S T E E L T I T A N S A S M A N U F A C T U R E D B Y S I M P S O N S T R O N G T I E S O R A P P R O V E D E Q U A L . A L L S M S S C R E W S A R E 4 1 0 S T A I N L E S S # 1 2 x 1 " S E L F - T A P P I N G M E T A L S C R E W S ( S M S ) T Y P I C A L U N L E S S O T H E R W I S E N O T E D . E X T R U D E D S T R U C T U R A L T U B E O R P I P E : A L L O Y S H A L L B E B E 6 0 6 1 - T 6 , 6 0 0 5 - T 6 , 6 0 6 3 - T 6 . O R A S N O T E D O N D R A W I N G S A N D C O N F O R M I N G T O A S T M B 4 2 9 . G E N E R A L C O N D I T I O N S I F T H E R E A R E A N Y D I S C R E P A N C I E S H E R E I N C O N T A C T T H E E N G I N E E R P R I O R T O P R O C E E D I N G W I T H T H E W O R K . T H I S D E S I G N D O E S N O T C O N S T I T U T E T H E E N G I N E E R I N G O F A N Y O T H E R S T R U C T U R E S T H A T A R E N O T S P E C I F I C A L L Y M E N T I O N E D H E R E I N . I F T H E R E A R E A N Y D I S C R E P A N C I E S T H E R E I N , C O N T A C T T H E E N G I N E E R P R I O R T O P R O C E E D I N G W I T H T H E W O R K . A L L W O R K P R E P A R E D B Y D E S T E F A N O E N G I N E E R I N G G R O U P , P L ( D E G ) , I S T H E P R O P E R T Y O F D E G A N D M A Y O N L Y B E U S E D F O R I T S I N T E N D E D U S E . T H E D R A W I N G S , S P E C I F I C A T I O N S A N D O T H E R D O C U M E N T S , I N C L U D I N G T H O S E I N E L E C T R O N I C F O R M , P R E P A R E D B Y D E G A N D D E G ' S C O N S U L T A N T S A R E I N S T R U M E N T S O F S E R V I C E T H R O U G H W H I C H T H E W O R K T O B E E X E C U T E D B Y C O N T R A C T O R . A S D E S C R I B E D R E M A I N T H E P R O P E R T Y O F D E G . S A I D W O R K M A Y N O T B E U S E D A T A N Y O T H E R L O C A T I O N O R F O R A N Y O T H E R U S E W I T H O U T P R I O R W R I T T E N A U T H O R I Z A T I O N . D E G W I L L H A V E N O R E S P O N S I B I L I T Y F O R T H E C O N T R A C T O R ' S , C L I E N T ' S O R O T H E R E N T I T I E S ; M E A N S , M E T H O D S , T E C H N I Q U E S , A N D P R O C E D U R E S U S E D I N C O N S T R U C T I O N , A N D W I L L N O T B E H E L D L I A B L E F O R T H E C O N T R A C T O R ' S I N A D E Q U A T E O R U N S A T I S F A C T O R Y P E R F O R M A N C E O F T H E W O R K . [J ~ O.i,,. Ox "'I] -1>-o ~ ~ >en 'c ~z . -I CD ;;a mm >m s:: ~ ~ ~ CIJS::CI> u;7~ $,!g~ © © ~ C')Z--1 © © ~ ;;:,;; :::! ;;a 0 mzm I ______ I -I G> m ~ €v ~l!lfft.~!l 5731 Rosin Way Phone: (941) 371-1724 Sarasota Florida 34233 Fax: (941) 847-0870 Web: www.OeStefanoEngineering.com Certificate of Authorization Number: 27383 ~ C') ~ ;;a ~ C ~ C') 0 ;;a m ,,,,,,,,1111111111111,,,,,,,,, ,,,,,,,~ 0 ,,,,,,,,. ~,.. ~ ••••••••• A~~",,,. ~ •• •• 'Yf.. ~ ,h:. . .. 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DECORATIVE ENDCAPS I 8 5/8" 4X4 WOOD POST W/ VINYL SLEEVE 5'-4" AWNING MATERIAL SPLINES 5'-4" 5 ' - 4 " 16'-4 3/8" HEADER "A" 3 3 ' - 9 3 / 8 " E X I S T I N G R E S I D E N C E 5 ' - 4 " 5 ' - 4 " 1 6 ' - 4 3 / 8 " H E A D E R " A " 3 0 " X 3 0 " X 3 0 " F O O T I N G W I T H ( 3 ) # 5 B A R S T O P A N D B O T T O M B O T H W A Y S , T Y P . 7 _ J 5 ' - 4 " C o n s t a n t i n e R e s i d e n c e 1 2 5 9 W i n d y B a y S h o a l T a r p o n S p r i n g s , F L 3 4 6 8 9 S e p t e m b e r 1 7 , 2 0 1 5 F i l e : 1 5 1 6 8 1 o f 7 S 3 O c t o b e r 1 2 , 2 0 1 5 S 3 1 F R O N T E L E V A T I O N S C A L E : 3 / 8 " = 1 ' - 0 " S 3 1 S I D E E L E V A T I O N S C A L E : 3 / 8 " = 1 ' - 0 " [] 8'-2 1/8" DESTEFANO ~ _ ENGINEERING GROUP, PL 5731 Rosin Way Phone: (941) 371-1724 Sarasota Florida 34233 Fax: (941) 847-0870 Web: www.DeStefanoEngineering.com Certificate of Authorization Number: 27383 [] ) [ I l~ 1:::::::: 8'-8" TO MOUNTING LOCATION ,,,,,,,, .. 111111,, ,,,,,,,,,,,, ,,,,~ l. ,,,,,. ~.,.,, .. ~o 4/, .,,,,,. ~..,. ,o.•••••••• :.t~ ~ .. .. ~ ,h:. ·•.U\'\ ,~,.-· ·-:C,-\ f c,j .-•~, <··. -c7 \ i o :"-' _,_ _ _,~ _..... 1 ~ s §z:O 0 :o..E : -.;;tl m. 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CD : : ,,,,,__ :--~~-~!It:": s sr-" •<:::> o OJ• ens H~~•. -...... h..' : ;:;:JS ~ •., II ·17.e ~#/ ~ 1.: Z"\ •• •• ~ $ ~ u:; •• -•~1$ ~,./A.,,•••• •••• -..., § .. ,,. ,,,~~ ········· ~"' ,~ .,,,. <..," 'lJ V ,.,. .. .,,,,,,,, FT ,,,,,,, .. 11111l1Un1111111lll11111 C o n s t a n t i n e R e s i d e n c e 1 2 5 9 W i n d y B a y S h o a l T a r p o n S p r i n g s , F L 3 4 6 8 9 S e p t e m b e r 1 7 , 2 0 1 5 F i l e : 1 5 1 6 8 1 o f 7 S 5 O c t o b e r 1 2 , 2 0 1 5 S 5 1 H E A D E R T O B E A M C O N N E C T I O N S C A L E : 1 - 1 / 2 " = 1 ' - 0 " S 5 2 F A S T E N E R S P A C I N G S C A L E : 3 " = 1 ' - 0 " S5 3POST BASE CONNECTI O N SCALE: 2" = 1'-0"4X4 WO O D P O S T (4) 3/8"X 2 - 1 / 2 " s s WOOD L A G B O L T S .179 THI C K C R S T E E L TIE DO W N A N G L E POLYPR O P Y L E N E D E C O R A T I V E BASE P L A T E C O V E R (4) 3/8"X 3 " S S W E D G E B O L T S OPTION A L P O L Y E T H Y L E N E S U B BASE F O R U N E V E N S U R F A C E S H E A D E R B E A M P V C P O S T C A P P V C B E A M C O V E R 4 X 4 W O O D P O S T P O L Y P R O P Y L E N E C A P S ( 4 ) 1 / 4 " S S L A G B O L T S W / 1 - 3 / 4 " E M B E D . E A C H S I D E , 1 " E N D D I S T A N C E F R O M T O P O F P O S T , 3 / 4 " E D G E D I S T A N C E , T Y P . = . . . . . ~ . . . . . ( " ) = . . . . . 3 / 4 " 2 " 3 / 4 " ~ / / r - H E A D E R B A M E A C H S I D E O F P O S T . I F E A D E R B E A M I I S P L I C E I S S E D , A L I G N I S P L I C E W I H C E N T E R O F I O I C O L U M N , P . 4 X 4 W O O D P O S T P V C P O S T S L E E V E 6 0 0 5 - T 5 A L U M . B E A M P O L Y P R O P Y L E N E H E A D C A P D E C O R A T I V E E N D C A P S P O L Y P R O P Y L E N E C O L U M N H E A D P V C P O S T C L A D D I N G C o n s t a n t i n e R e s i d e n c e 1 2 5 9 W i n d y B a y S h o a l T a r p o n S p r i n g s , F L 3 4 6 8 9 S e p t e m b e r 1 7 , 2 0 1 5 F i l e : 1 5 1 6 8 1 o f 7 S 6 O c t o b e r 1 2 , 2 0 1 5 S 6 1 B A S E D E T A I L S C A L E : 1 - 1 / 2 " = 1 ' - 0 " S 6 2 D E C O R A T I V E E N D S D E T A I L S C A L E : 3 " = 1 ' - 0 " mm-s:: 0~ mrw m -I 0l 0 u) = . = >< =<! ~ ~ -cZ:::i: .. m 0 G) m 6 7/8" 11-- .... 11 i II = 11 LJ en:.... --1-..i m co m = r--1 ""tJ :! s;:o -I;;,;; m 5" [] i 1~ Ii C -I C ~ I I In~ ~ en m ~ 0 z ► /,(D I I 3 1/16" €v [!1¥,,E~!lfft,i'!!? 5731 Rosin Way Phone: (941) 371-1724 Sarasota Florida 34233 Fax: (941) 847-0870 Web: www.DeStefanoEngineering.com Certificate of Authorization Number: 27383 7" - 9 3/4" 4 1/2" 10 1/2" en:.... -I ..... mco m--1 r:::c ►-zO G);;,;; r m co u) ~ [] I I 20" 28 7/8" - - 20" m ~ g~~~ ~~o~ ►mo~ z o r 02 0 GLJ> X mmG)~ » /1 6 3/16" u) ..... ~ 3 7/8" -~ ,- [ ..... ~ ~ ~ q 2 3/16" ,,,,,,,, .. 111111,, ,,,,,,,,,,,, ,,,,~ l. ,,,,,. ~.,.,, .. ~o 4/, .,,,,,. ~..,. ,o.•••••••• :.t~ ~ .. .. ~ ,h:. ·•.U\'\ ,~,.-· ·-:C,-\ f c,j .-•~, <··. -c7 \ i o :"-' _,_ _ _,~ _..... 1 ~ s §z:O 0 :o..E : -.;;tl m. CD : : ,,,,,__ :--~~-~!It:": s sf""""•<:::> 0 OJ• ens H~~•. -...... .,...___. : ;:;:JS ~ •., II ·17.e ~#/ ~ 1.: Z"\ •• •• ~ $ ~ u:; •• -•~1$ ~,./A.,,•••• •••• -..., § .. ,,. ,,,~~ ········· ~"' ,~ .,,,. <..," 'lJ V ,.,. .. .,,,,,,,, FT ,,,,,,, .. 11111l1Un1111111lll11111 C o n s t a n t i n e R e s i d e n c e 1 2 5 9 W i n d y B a y S h o a l T a r p o n S p r i n g s , F L 3 4 6 8 9 S e p t e m b e r 1 7 , 2 0 1 5 F i l e : 1 5 1 6 8 1 o f 7 S 7 O c t o b e r 1 2 , 2 0 1 5 S 7 1 T Y P I C A L C O N F I G U R A T I O N S C A L E : 1 / 4 " = 1 ' - 0 " 1 / 4 " G R A D E 5 T H R U B O L T W I T H N U T , T Y P . B E A M E X T E N D E R S 7 3 I N T E R M E D I A T E T I E D O W N A S S E M B L Y S C A L E : 6 " = 1 ' - 0 " S 7 4 C O R N E R T I E D O W N A S S E M B L Y S C A L E : 6 " = 1 ' - 0 " S 7 2 B E A M T O W A L L A S S E M B L Y S C A L E : 3 " = 1 ' - 0 " [J .i,,. c,J iS ~ en~ en:;i: eni-> s:: >< en~ 1 3/8" [J €v [!1¥,,E~!lfft,i'!!? 5731 Rosin Way Phone: (941) 371-1724 Sarasota Florida 34233 Fax: (941) 847-0870 Web: www.DeStefanoEngineering.com Certificate of Authorization Number: 27383 en~ en~ en :;i: s:: is:> en ~ = OJ ~ s:: [J ~ en~ en :;i: en is:> s:: >< en--:; en~ en~ en :;i: s:: is:> en ~ = OJ ~ s:: [J ,,,,,,,, .. 111111,, ,,,,,,,,,,,, ,,,,~ l. ,,,,,. ~.,.,, .. ~o 4/, .,,,,,. ~..,. ,o.•••••••• :.t~ ~ .. .. ~ ,h:. ·•.U\'\ ,~,.-· ·-:C,-\ f c,j .-•~, <··. -c7 \ i o :"-' _,_ _ _,~ _..... 1 ~ s §z:O 0 :o..E : -.;;tl m. CD : : ,,,,,__ :--~~-~!It:": s sr-•<:::> 0 OJ• ens H~~•. -....., h..' : ;:;:JS ~ •., II ·17.e ~#/ ~ 1.: Z"\ •• •• ~ $ ~ u:; •• -•~1$ ~,./A.,,•••• •••• -..., § .. ,,. ,,,~~ ········· ~"' ,~ .,,,. <..," 'lJ V ,.,. .. .,,,,,,,, FT ,,,,,,, .. 11111l1Un1111111lll11111 C o n s t a n t i n e R e s i d e n c e S h a d e T r e e C a n o p y 1 2 5 9 W i n d y B a y S h o a l T a r p o n S p r i n g s , F L 3 4 6 8 9 S e p t e m b e r 1 7 , 2 0 1 5 F i l e : 1 5 1 6 8 1 5 7 3 1 R o s i n W a y P h o n e : ( 9 4 1 ) 3 7 1 - 1 7 2 4 S a r a s o t a F l o r i d a 3 4 2 3 3 F a x : ( 9 4 1 ) 8 4 7 - 0 8 7 0 W e b : w w w . D e S t e f a n o E n g i n e e r i n g . c o m C e r t i f i c a t e o f A u t h o r i z a t i o n N u m b e r : 2 7 3 8 3 D E S T E F A N O E N G I N E E R I N G G R O U P , P L ShadeTree Retractable Deck & Patio Canopies C o n s t a n t i n e R e s i d e n c e 1 2 5 9 W i n d y B a y S h o a l T a r p o n S p r i n g s , F L 3 4 6 8 9 S e p t e m b e r 1 7 , 2 0 1 5 F i l e : 1 5 1 6 8 1 o f 7 S 1 O c t o b e r 1 2 , 2 0 1 5 S 1 1 S T R U C T U R A L C O M P O N E N T S S C A L E : 2 " = 1 ' - 0 " G E N E R A L N O T E S : D E S I G N C R I T E R I A T H E S T R U C T U R A L S Y S T E M F O R B U I L D I N G D E P I C T E D H E R E O N H A S B E E N D E S I G N E D A C C O R D I N G T O T H E 2 0 1 4 E D I T I O N O F T H E F L O R I D A B U I L D I N G C O D E , A S C E 7 - 1 0 , A N D T H E A L U M I N U M D E S I G N M A N U A L . T H E S T R U C T U R E H A S B E E N D E S I G N E D T O R E S I S T T H E F O L L O W I N G S U P E R I M P O S E D L O A D S . R O O F D E A D : 3 P S F + S E L F - W E I G H T W I N D L O A D S O N T H E S T R U C T U R E H A V E B E E N C A L C U L A T E D I N A C C O R D A N C E W I T H A S C E 7 - 1 0 F O R T H E F O L L O W I N G : B A S I C W I N D S P E E D : 1 4 0 M P H ( 3 S E C O N D G U S T ) , R I S K C A T E G O R Y : I I , E X P O S U R E C A T E G O R Y : D , O P E N F L A T R O O F . T H E S K E L E T A L S T R U C T U R E I S D E S I G N E D T O M E E T T H E W I N D C O N D I T I O N S I N A C C O R D A N C E W I T H T H E F L O R I D A B U I L D I N G C O D E . L O A D C O M B I N A T I O N S : D + 0 . 6 W 0 . 6 D + 0 . 6 W T H E D E S I G N I S B A S E D O N T H E T H E S H A D E T R E E P E R G O L A C A N O P Y W I T H A D J U S T A B L E F A B R I C S Y S T E M D E S I G N R E Q U I R E M E N T S . A C O N T I N U O U S L O A D P A T H B E T W E E N F O U N D A T I O N S , C O L U M N S , A N D B E A M S A R E I N T E N D E D B Y T H E S E D R A W I N G S A N D S H A L L B E F I E L D V E R I F I E D . T H E C O N T R A C T O R I S R E S P O N S I B L E F O R W A T E R P R O O F I N G . T H I S S T R U C T U R E H A S B E E N D E S I G N E D T O B E S E L F - S U P P O R T I N G A N D S T A B L E A F T E R T H E C O N S T R U C T I O N I S C O M P L E T E . I T I S T H E R E S P O N S I B I L I T Y O F T H E C O N T R A C T O R T O D E T E R M I N E S U I T A B L E S E Q U E N C I N G , M E A N S A N D M E T H O D S O F C O N S T R U C T I O N , I N C L U D I N G , B U T N O T L I M I T E D T O T H E A D D I T I O N O F N E C E S S A R Y S H O R I N G , T I E D O W N S , T E M P O R A R Y B R A C I N G , E T C . T H E I N F O R M A T I O N U S E D A N D C O N T A I N E D H E R E I N I S B A S E D O N C O N T R A C T O R S U P P L I E D D A T A A N D M E A S U R E M E N T S . D E S T E F A N O E N G I N E E R I N G G R O U P , P L ( D E G ) H A S N O T V I S I T E D T H I S J O B S I T E . D I M E N S I O N S A N D E X I S T I N G C O N D I T I O N S S H A L L B E F I E L D V E R I F I E D . D E G A S S U M E S N O R E S P O N S I B I L I T Y O R L I A B I L I T Y I N A N Y W A Y F O R E R R O N E O U S O R I N A C C U R A T E D A T A O R M E A S U R E M E N T S . D E G S H A L L B E N O T I F I E D A N D G I V E N A N O P P O R T U N I T Y T O R E - E V A L U A T E O U R W O R K U P O N D I S C O V E R Y O F A N Y I N A C C U R A T E I N F O R M A T I O N P R I O R T O M O D I F I C A T I O N O F E X I S T I N G F I E L D C O N D I T I O N S , F A B R I C A T I O N , A N D / O R I N S T A L L A T I O N O F M A T E R I A L S . M A T E R I A L S P E C I F I C A T I O N S A L U M I N U M : A L U M I N U M S H A L L B E A M I N I M U M O F 6 0 6 3 - T 6 U N L E S S N O T E D O T H E R W I S E F I N I S H C O L O R T O B E S E L E C T E D B Y O W N E R F R O M M A N U F A C T U R E S S T A N D A R D C O L O R S F O R S T A N D A R D E X T R U S I O N S . C O N C R E T E F A S T E N E R S T O B E 4 1 0 S T A I N L E S S S T E E L T I T A N S A S M A N U F A C T U R E D B Y S I M P S O N S T R O N G T I E S O R A P P R O V E D E Q U A L . A L L S M S S C R E W S A R E 4 1 0 S T A I N L E S S # 1 2 x 1 " S E L F - T A P P I N G M E T A L S C R E W S ( S M S ) T Y P I C A L U N L E S S O T H E R W I S E N O T E D . E X T R U D E D S T R U C T U R A L T U B E O R P I P E : A L L O Y S H A L L B E B E 6 0 6 1 - T 6 , 6 0 0 5 - T 6 , 6 0 6 3 - T 6 . O R A S N O T E D O N D R A W I N G S A N D C O N F O R M I N G T O A S T M B 4 2 9 . G E N E R A L C O N D I T I O N S I F T H E R E A R E A N Y D I S C R E P A N C I E S H E R E I N C O N T A C T T H E E N G I N E E R P R I O R T O P R O C E E D I N G W I T H T H E W O R K . T H I S D E S I G N D O E S N O T C O N S T I T U T E T H E E N G I N E E R I N G O F A N Y O T H E R S T R U C T U R E S T H A T A R E N O T S P E C I F I C A L L Y M E N T I O N E D H E R E I N . I F T H E R E A R E A N Y D I S C R E P A N C I E S T H E R E I N , C O N T A C T T H E E N G I N E E R P R I O R T O P R O C E E D I N G W I T H T H E W O R K . A L L W O R K P R E P A R E D B Y D E S T E F A N O E N G I N E E R I N G G R O U P , P L ( D E G ) , I S T H E P R O P E R T Y O F D E G A N D M A Y O N L Y B E U S E D F O R I T S I N T E N D E D U S E . 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CONSULTING ENGINEERS 300 Prosperity Farms Road, Suite G North Palm Beach, FL 33408 (561) 881-7280 • FAX (561) 881-0201 Email: atd@atdesigns.net SHE:ET NO, z_ OF _,z.___._-=-------- CALCULATED BY df;t1 DATEZfJlv j 6 Y CHECKED BY ~ DATE 20 5ePq-y· P ROJ Ecr O 1/£ ot:, 'J 5 r!A ,t? (,~ -z,,e..E 6 I/S_5U/YJ /J?/d,,V -OP E/'v" S ½ S 7 E./Yl J ,1) r: l U G-/11 c.. Gij 6'-/ 6 {) , X 6 0 I 8 (j /l,.-DI /J.J/; /tSC!_~ 7-78 lS Lf L' ~ 0. OcJ ofEd w!/UO {. /I'? /'If) B}ls1c ff.-ES$J;Jt<_f; LfSF) ( r's 2) I I o 'SJ. (. 0-Z-I 9 I -zo '37. i 0' 2-t,( 130 l/L/. 2 {:}. 307 !t./0 <;"/. 2 D, ~-s-l, I S-O ~g. g V· L)c;g A. T. DE 1~GNS, INC. CONSULTING ENGINEERS 300 Pro sp erity Farm s Ro a d, S u ite G Nor th Pa lm Beach , FL 33408 (561) 881-7280 • FAX (561) 881-0201 Em ail: a td@ atdesigns.net 1------9,108 [23 1.33] AL_J 9,108 0 C231.33J L, 5 E e 7 (cJ ;,.1 A-l -To w.-1-lL s ,-:: c. 7to fl 3 (.? 9 ~ G Cf. 1 t,; V £/. (p (p .::: (13-z r,,, oo f 2. '-l'->-;Ln.J ~ {I. I ~ > C Lf. 8 5 ~ S /4-S -7 c, w 4 ~ AJ er =-.,c ::. s o u -BG. 11. f' >(. /Ci i V3 7::::.. J/ ::, 3ou -:: 8Ci . 2 I')<., A 7-l/t {T--:::. (, Z-1. Ga o)<./, Ct ~t"Y,,12-) //Vic.. <' -:: --~ (_ I. I 2. )(1. g 8 15 SH EET NO._ ___ __.__ OF z:: CALCULATED BY -'J"-{-=-fV\----:-DATE tip 4-u(b Of CHECKE D BY ---~4---rir-DATE l.{J.5er't?7 PROJECT QY~o&r:: 5 llltD€ZiZ,,h £ '-!l/g"j I ~:., ~- A. T. Db , ~GNS,. INC. CONSULTING ENGINEERS 300 Prosperity Farms Road, Suite G North Palm Beach, FL 33408 (561) 881~7280 • FAX (561) 881-0201 Email: atd@atdesigns.net s reL ss cs -PA-R 7 Ao- 5Ec 7/od /ff5 tr~ F -::: LU;; -"3 ! . (.. f_; L' ----A-22../) --r~ ~ = ~ := 3/.c.,. (ii.. ;4-2--z.. /) SHEET NO._ _ ___ z._ OF--J.y ___ _ CALCULATED BY J1 rvl DATE 2"'/ -4Jt-i o'-/ CHECKED BY ____ df!t__ DATE ?.0.5ez'<?Y' PROJECT Q / c;(/4 )-5/LtQ;;,/l.br: 0-= (!J_c (Z-a1ou0":/.Z-bj -Is -S-8 ,,.,.si. :r 3 3-3 J-= h/2J -r-kl---. 3 = < o-1x)i1.,,_\_..,) 1-ty.g2){(f.v 1 ) =-sg. s /,,, i /2--f?--l"l_ /L. SCcT/cJN ,1-)/ 0--...::: F :: ffi-U ' d/8 f'SC' A 2 .5"'2 ;-:::--J4 = ___:]._cu,z ::-'J.71ff'5;_ z. S-2 ~.::-LtU. ::{~ oou2l ?-2r-2 ,:, 78y~ ;;:.: _:r i. 2 7' 7~ 1:J/--, 3 =-o. 18{t-rJ 3 -= "7-12 32-f --=- /2 IZ J-,,,, I .5.1Q,£ Lr., 2 5, ,CJ,$-° J" 5.e:.C-7/o/lJ Al 0-=-.£ -7 00 -::. '27 <g r><... ~ fl 2.">J 7~ _j( -::; 70/.J :: J 7 8' (S!.-A ..-c-- :).):) o~ f11c --I :: ( a, 6 ou'){ s-2.. ~) :: z. it..j 1170 (1; I., A. T. DE ~GNS, INC. CONSULTING ENGINEERS 300 Prosperity Far ms Road, S uite G North Palm Beach, F L 33408 (561} 881-7280 • FAX (561} 881-0201 E mail : atd @atdesign s.n et 1---------9,10 8 [231.3:D fll~~~~~~AH AL_J 9.108 [231.33] L Al SEC 7/o ;V A-I -/c, Po ?7 u=-F r-1 = <-jDD L/. (,,~ -:: ss-: ~ - /51,, -= 'jo o :?S--g 1s~ -q. &(, 5 1.-=: C. 7r o N /\ 3 -"To Po S r a-=-£. = '/oo ~ JI <y-1 .s--· A ]. '-I?, 7-:: ~::: __1Q.O :::-(/) /JS~ 11 5 · Yi AJ ,,r-:::-f/l1 c = c ~OlXXX /. i ':I'),(&) = ·71 \/ /)J,· ~ , . , -, \I ~ '~ ~ 1 \ SHE ET NO. -----------'-3_ OF _,_'-/_· ___ _ CAL CULATED BY ---.$:r>--'-' (_\i1~--DATE lCj /j<Jf) 1.Y( CH ECKED B Y ------=-,4/-,,..,...._ DAT E z0 5 e?O" PROJECT D 1/EOb5 c; /.J-Afk 7,L6-; /ILJ- I~ F ~ 30011- ✓ ~ .3i)O ff' !=='"; '--{.:>o.t ..;-. Yoo#: ty1-:. to-,O R,JI-(V1 "; /(, JC, ;-... # l /1 A. T. Db. -:GNS, INC. CONSULTING ENGINEERS 300 Prosperity Farms Road, Suite G North Palm Beach, FL 33408 (561) 881•7280 • FAX (561) 881·0201 Email: atd@atdesigns,net SHEET NO._ ---~~-OF-;i'------ CALCU LATED B v ---"'&...l.'...LVV=-!-l ___ DATE Pi 4u 6 61/_ CHECKED BY ----rlhf"'-F-t'--¥-DATE Zc?./l'&Pctj PROJECT O 1.-/r£lYo.::; Sf ---~,--( l}jJr,; lkte:t;__ 5 ;R.. t:: SSES -fAR-7 Ah u-::: ;/VJ(_ J: ::-( / 2-r $;,CO}( Z. C,J ::, .::3 s. ;> 7 = bb. > -r ~} ~ (u.t&)( l,')-f- 1 I-CL/.32 x1/.~~: 3'3. 3 /2,. I 'Z ( L. o=-F -~ -:::-).7 3 l's._ A z. S""Z. u2-£ 14 'T=-~ J4 {)::.. yr?(. -r 700 --? 19 (j;_ z._,.-..;-Z "' () 2-/ ~ 00 )( s. 2 ')-) ~ L/ 9 70 /5 ~ s 2y = D. L '6(1:.. 5 1 ) :: t/. I 2 ??. 2 '--/ I 2-~/ >/1)'2 L., 2 S1oe,S -;60 -?.lo f':, v - 2. '>-z 700 -::: )1~ fSi., -...:..--- -z. -S-2. -{. -z_.e.>,;ocw)(~.2S-) -= 1 i 8o' psv - 8 ,·2H Part A s ect AG AREA 6 .72160 93e+Ol INCH~2 CENTER OF GRAVITY with r espec t to ACS0 coord inate frame: X Y 0.0000000e+O O l.284 6 013e+OO INCH INERTIA with respect to ACS0 coordina te frame: (INCHA4 ) INERTIA TENSOR: Ixx Ixy 4.8060477 e +02 O.OOOOOOO e+OO Iyx Iyy 0.0000000e+OO 5.601341le+OO POLAR MOMENT OF I NERTIA: 4.8 62 06lle+02 INCH A4 INERTIA at CENTER OF GRAVITY with respect t o ACS0 coordinate frame: (INCHA4) INERTIA TENSOR: Dex I xy Iyx Iyy 3 .6968474e+02 o.oooooooe+oo o .oooooooe+oo S .601 3411e+O O AREA MOMENTS OF I NE RTIA with r espect to PRINC IPAL AXES: (INCHA4 ) Il I2 5.60134lle+OO 3.61?5435e+02 P OLAR MOMENT OF INERTIA: 3.67 35 569e +02 INCHA 4 ROTATION MATRIX from ACSO orientation to PRINCIPAL AXES : 0.00000 -1.00000 0.9827 8 0.00000 ROTATION ANGLE from ACS O orientation to PRINCIPAL AXES (degrees); about z axi s 90 .o oo RAD I I OF GYRATION with respect to PRINCIPAL AXES : Rl R2 2.8 867513 e-Ol 2 .31990 5 2e+oo INCH SECTION MODULI and corresponding points: MO DULUS 1 2 COORD about AXIS 1 : S.60134e+09 INCH -2.0874e+OO -l.OOOOe -09 INCH 5.60134e+09 INCH -3.73 45e-0 1 l.OO OOe-09 I NCH about AXIS 2: B.40393e+Ol INCH -4 .304 6e+OO 8.881 8e -16 INCH 6.4087Se+Ol INCH S.6 447e+O O -l.7 764e -15 INCH Part. A Sect. AH AREA 4.7536617e+Ol INCH~2 CENTER OF GRAVITY wit.h respect to ACSO coordinate frame: X Y -1.2750000e+OO 3.1095356e-03 INCH INERTIA with respect to ACSO coordinat.e frame: (INCH"4) INERTIA TENSOR: Ixx Ixy 6.5627727e+Ol l.8846643e-Ol ryx Iyy 1.8846643e-Ol 8.1238098e+Ol POLAR MOMENT OF INERTIA: 1.4686583e+02 INCH"4 INERTIA at CENTER OF GRAVITY with respect to ACSO coordinate frame: INERTIA TENSOR: Ixx Ixy 6.5627268e+Ol o.oooooooe+oo Iyx Iyy o.oooooooe+oo 3.9613B4Be+oo AREA MOMENTS OF INERTIA with respect to PRINCIPAL AXES: (INCH"4) Il I2 3.9613848e+OO 6.5627267e+Ol POLAR MOMENT OF INERTIA: 6.9588652e+Ol INCH"4 ROTATION MATRIX from ACSO orientation t.o PRINCIPAL AXES: 0.00000 -1.00000 1.00000 0.00000 ROTATION ANGLE from ACSO orientation to PRINCIPAL AXES (degrees): about z axis 90.000 RADII OF GYRATION with respect to PRINCIPAL AXES: Rl R2 2.88675l3e-01 l.1749734e+OO INCH SECTION MODULI and corresponding points: MODULUS 1 2 COORD about AXIS 1: 3. 96138e+09 INCH 1.7467e+OO -l.OOOOe-09 INCH 3. 9613 Be+09 INCH 1.747le+OO 1.0000e-09 INCH about AXIS 2: 2.9192le+Ol INCH -2.24Ble+OO o.ooooe+oo INCH 2.93387e+Ol INCH 2,2369e+OO o.ooooe+oo INCH ~ct AI l.66 3 7238e+0 0 INCH~2 f GRAVITY wi t h respect t o AC S0 coor dinate fra me: o.oooooooe+oo 3.02oooooe +oo INCH ·11ith respect to AC SO coordinate fra me: ( INCHA4 ) TEN S OR: 4 .29 236 70 e+0 l 0.00O0O00e+00 o .ooooo ooe+oo 5 . 3016 726e -Ol •MENT OF INERTIA : 4.3453837e+Ol I NCH ... 4 at C ENTE R OF GRAVITY wit h respect t o AC S0 coor dinate f rame: (INCH ... 4) TEN S OR: 3.886436Se-01 o.oooooooe+o o o.oooooooe+oo s.3016726e -01 tENTS OF INERTIA with respect to PR I NC IPAL AXES: (INCH ... 4) 3.886436 5e -Ol 5.30 1 6726e-0l lMENT OF INERTIA: 9 .188109le -01 INCH ... 4 f MATRIX f r om ACS0 orientation to PRINCIPAL AXES: L.00000 0.00000 ),00000 l. 00 000 v ANGLE from ACS0 ori entat i on to PRINCIPAL AX ES (d egrees): axi s 0.000 ? GYRATION with respect to PRINCIPAL AXES; 2.88 67 51 3e -0l 3.3716310 e-0l INCH MODULI and corresponding points: MOD ULUS 1 2 COORD KI S 1: 3.8 864 4e+08 INCH -7 .9 090 e -02 -l.OOOOe-09 INCH 3.88644e+08 INCH -5. 64 75e-Ol. l.OOOOe -09 I NCH X:IS 2 : 8.4267 9e -0l I NCH -6. 29 14 e-O l o.ooooe+oo INCH 8.42 679e-Ol INCH 6.2914e-O l O.OOOOe+OO INCH rcH"'4) Part A Sect AK AREA 2.875765le+Ol INCHA2 CENTER OF GRAVITY with respect to ACSO coordinate frame: X Y 8.5861714e-Ol 8.5861841e-01 INCH INERTIA with respect to ACS0 coordinate frame; (INCHA4) INERTIA TENSOR; Ixx Ixy l.S074369e+02 o.oooooooe+oo Iyx Iyy O.OOOOOOOe+OO 1. 50 74498e+02 POLAR MOMENT OF INERTIA: 3.0148866e+02 INCHA4 INERTIA at CENTER OF GRAVITY with respect to ACS0 coordinate frame: INERTIA TENSOR: Ixx Ixy Iyx Iyy 1.295428le+02 2.1201241e+Ol 2.120124le+Ol 1.2954417e+02 AREA MOMENTS OF INERTIA with respect to PRINCIPAL AXES: Il 12 l.0834225e+02 l.5074473e+02 POLAR MOMENT OF INERTIA: 2.5908698e+02 INCHA4 ROTATION MATRIX from ACSO orientation to PRINCIPAL AXES: 0.70712 0.70710 -0.70710 0.70712 (INCH"4) ROTATION ANGLE from ACSO orientation to PRINCIPAL AXES (degrees): about z axis -44.999 RADII OF GYRATION with respect to PRINCIPAL AXES: Rl R2 l.9409852e+OO 2.2995196e+OO INCH SECTION MODULI and corresponding points: MODULUS 1 2 COORD about AXIS 1: 2.59388e+Ol INCH s. 5913e-02 -4.1768e+OO INCH 2.7lllle+Ol INCH 4.4983e+OO 3.9962e+OO INCH about AXIS 2: 2.89309e+Ol INCH -5.2105e+OO 3.274le+OO INCH 2.89303e+Ol INCH 5.2106e+OO 3.2739e+OO INCH Part A Sect AL AREA= 4.7534955e+Ol INCH~2 CENTER OF GRAVITY with respect to ACSO coordinate frame: X Y 3.1841070e-03 -l.2750000e+oo INCH INERTIA with respect to ACSO coordinate frame: INERTIA TENSOR: Ixx Ixy 8.1235258e+Ol l.9297939e-Ol Iyx Iyy l.9297939e-01 6.5620174e+Ol POLAR MOMENT OF INERTIA: l.4685543e+02 INCHA4 INERTIA at CENTER OF GRAVITY with respect to ACSO coordinate frame: INERTIA TENSOR: Ixx Ixy 3.9612463e+OO O.OOOOOOOe+OO Iyx Iyy O.OOOOOOOe+OO 6.5619692e+Ol AREA MOMENTS OF INERTIA with respect to PRINCIPAL AXES: (INCH"'4) Il I2 3.9612463e+OO 6.S619692e+Ol POLAR MOMENT OF INERTIA: 6.9580938e+Ol INCHA4 ROTATION MATRIX from ACSO orientation to PRINCIPAL AXES: 1.00000 0.00000 0.00000 1.00000 ROTATION ANGLE from ACSO orientation to PRINCIPAL AXES (degrees): about z axis O.D00 RADII OF GYRATION with respect to PRINCIPAL AXES: Rl R2 2.886751Je-Ol 1.1749261e+OO INCH SECTION MODULI and corresponding points: MODULUS 1 2 COORD about AXIS 1: 3.96125e+09 INCH l.7467e+OO -l.OOOOe-09 3. 96125e+09 INCH 1.7470e+OO l.OOOOe-09 about AXIS 2: 2.91878e+Ol INCH -2.2482e+OO o.ooooe+oo 2.93363e+Ol INCH 2.2368e+oo o.ooooe+oo INCH INCH INCH INCH ~ /Y J 4 T 1 C I A~ ~ ... · - • I '7 (. / , "-: - , ) . .AG 1 -3 / I! µ _,) · . '1 2 . '· ✓ / .. i ' ! ., SC A L E 3 : 4 rr c ' ( : · . , . 3 11 5 ,, 5 c/ / ? J c : : C - r) z '1 if l 1 f / c r ' ~ T 5 Lc::."c:::--Z A:!: w / 1/ ' X 7 ~ ~ ·z ~ · - _ ~ h o . d e t r e e Ca . n o p i e s LLC PV C S y s t e n C - 0 0 l B , C o r n e r 6 . 2 5 . 0 4 A. T. DE ';GNS, INC. CONSULTING ENGINEERS 300 Prosperity Farms Road, Suite G North Palm Beach, FL 33408 (561) 881-7280 • FAX (561} 881-0201 Email: atd@atdesigns.net SEc7/cJ# Ao t AE 1 CJ~ F = ' 300 ,c; ;2;2 '). ) /'S ~ 4 /. 33 er~ /1-'lt, ( /21 ~ ooj( l.1 2 '6.) ,._ /Ii "J. 1 ~ tj~ z --/, 1./3 -:r ~ bh 3 (o. ')-/ 11..~~? -::. 0, 7 I ----rz. ("l.-l7, o,,v,;<;1cE. SHEETNO. ______ OF ____ _ CALCULATED BY -?J(;µ,,=-~_,_1 ___ DATE CHECKED BY ______ DATE ___ _ I, '/ 1 t,>-, 7v1iJ s, oE Part B Sect AB AREA 4.6952530e+OO INCHA2 CENTER OF GRAVITY with respect to ACS0 coordinate frame: X Y 6.1384562e+OO O.OOOOOOOe+OO INCH INERTIA with respect to ACSO coordinate frame: (INCHA4) INERTIA TENSOR: Ixx Ixy 3.9127108e-Ol O.OOOOOOOe+OO Iyx Iyy O.OOOOOOOe+oo 2. 514334Je.+02 POLAR MOMENT OF INERTIA: 2.5182470e+02 INCH.,,.4 INERTIA at CENTER OF GRAVITY with respect to ACSO coordinate frame: INERTIA TENSOR: Ixx Ixy 3.9127108e-Ol O.OOOOOOOe+OO Iyx Iyy O.OOOOOOOe+OO 7.4513269e+Ol AREA MOMENTS OF INERTIA with respect to PRINCIPAL AXES: Il I2 3.912710Be-01 7.4522385e+Ol POLAR MOMENT OF INERTIA: 7.4913656e+Ol INCHA4 ROTATION MATRIX from ACSO orientation to PRINCIPAL AXES: 0.99989 0.00000 0.00000 1.00000 (INCHA4) ROTATION ANGLE from ACSO orientation to PRINCIPAL AXES (degrees}: about z axis 0.000 RADII OF GYRATION with respect to PRINCIPAL AXES; Rl R2 2.8867513e-Ol 3.9839499e+OO INCH SECTION MODULI and corresponding points: MODULUS 1 2 COORD about AXIS 1: 3. 9127le+08 INCH 7.1758e+oo -l,OOOOe-09 INCH 3.9127le+08 about AXIS 2: l.20567e+Ol l.02733e+Ol INCH INCH INCH -5.9749e+OO 1.0000e-09 -6.lBl0e+00 0.0000e+00 7.2540e+oo o.ooooe+oo INCH INCH INCH 'art B Sect AC \REA S.3994686e+OO INCHA2 :ENTER OF GRAVITY with respect to ACSO coordinate frame: < Y 5.8582493e+O O O.OOOOOOOe+O O INCH WERTIA with respect t o ACS O coordinate f rame ; (INCH"'4) rNERTIA TENSOR: rxx Ixy 4.214669le+O O o.oooooooe+oo Iyx Iyy o.oooooooe+oo 2.7854558e+02 POLAR MOMENT OF INERTIA: 2 .8276024e+02 INCHA4 INERTIA at CENTER OF GRAVITY with respect to ACSO coordinate frame: (INCH"'4) INERTIA TENSOR: Ixx Ixy 4.214669 l e+oo O.OOOOOOOe+OO ryx ryy o.oooooooe+oo 9.32 40758e+o1 AREA MOMENTS OF INERTIA with respect to PRINCIPAL AXES; (INCHA4) Il 12 4.214669le+OO 9.3240758e+O l POLAR MOMENT OF INERTIA : 9.7455427e+Ol INCHA4 ROTATION MATR IX from ACSO orientation to PRINCIPAL AXES: 1.00000 0.00000 0.00000 1.00000 ROTATION ANGLE from ACSO orientation to PRINCIPAL AXES (degrees ): about z axis 0.000 RADII OF GYRATION with respect t o PRINCIPAL AXES: Rl R2 8.8349935e-01 4.155 53 93 e+OO INCH SECTION MODULI and corresponding points: MODULUS 1 2 COORD about AXIS 1: 2.00799e+OO INCH -5.7376e+OO -2.0989e+OO 2.00799e+OO INCH -5.7376e+OO 2.0989e+OO about AX IS 2: 1.5916le+Ol INCH -5 .8 58 2e+OO 8.6465e -Ol l.24325e+Ol INCH 7.4998e+OO -6.4200e-Ol INCH INCH INCH INCH Part B sect AE AREA S.6016662e+oo INCHA2 CENTER OF GRAVITY with respect to ACSO coordinate frame: X Y 5.7644432e+OO O.OOOOOOOe+OO INCH INERTIA with respect to ACSO coordinate frame: (INCHA4) INERTIA TENSOR: Ixx Ixy 4.071149De+OO O.ODODOODe+OO Iyx Iyy 0.0000000e+OO 2.8003964e+02 POLAR MOMENT OF INERTIA: 2.8411079e+02 INCH"'4 INERTIA at CENTER OF GRAVITY with respect to ACSO coordinate frame: (INCHA4) INERTIA TENSOR: rxx Ixy 4.0711490e+oo o.oooooooe+oo Iyx Iyy O.OOOOOOOe+OO 9.3902967e+Ol AREA MOMENTS OF INERTIA with respect to PRINCIPAL AXES: Il I2 4.0711490e+OO 9.3902967e+Ol POLAR MOMENT OF INERTIA: 9.7974116e+Ol INCHA4 ROTATION MATRIX from ACSO orientation to PRINCIPAL AXES: 1.00000 0.00000 0.00000 1. 00000 (INCHA4) ROTATION ANGLE from ACSO orientation to PRINCIPAL AXES (degrees) about z axis 0.000 RADII OF GYRATION with respect to PRINCIPAL AXES: Rl R2 8.5251079e-Ol 4.0943130e+OO INCH SECTION MODULI and corresponding points: MODULUS l 2 COORD about AXIS 1: about AXIS 2: -1. 93 962e+OO INCH -l.93962e+OO INCH l.62900e+Ol INCH l.2366le+Ol INCH -5.6437e+OO 2.0989e+OO INCH -5.6437e+OO -2.0989e+OO -5.7644e+OO 8.6465e-Ol 7.5936e+oo -6.4200e-Ol INCH INCH INCH Par t E Sect AF AREA 3.9586298e+OO I NCH"2 CENTE R OF GRAVITY with respect to ACS0 coordinate frame: x Y 2.13sooooe+oo o.oooooooe+oo INCH INERTIA with r espect t o ACS O coordinate frame: (INCH"4) INERTIA T ENS OR : Ixx I xy l.5015643e+OO 0 .OOOOOOOe+OO Iyx Iyy O.0OO OO0 0e+OO l.8424957e+Ol POLAR MOMENT OF INERTIA: l.992 652 le+O l INCH"4 INERTIA at CENTER OF GRAVITY with respect to ACSO coordinate frame: (INCH"4) INERTIA TENSOR: rxx Ixy Iyx ryy 1 .5015643e+OO o .ooooooo e+o o o.oooooooe+oo 3.298858le-Ol AREA MOMENTS OF INERTIA with respect to PRINCIPAL AXES: (INCH"4) Il I2 3.298 858le-01 l.501564 3e+OO POLAR MOMENT OF INERTIA: l.8314 50le+O O INCH"4 ROTATI ON MATRIX from ACS0 orientation to PRINCIPAL AXES: 0.00000 -1.00000 1 .00000 0.00000 ROTATION ANGLE from ACS0 orientation to PRINCIPAL AXES (degrees): about z axis 90.000 RADII OF GYRATION with respect to PRINCIPAL AXES: Rl R2 2.8867513e-Ol 6.l5 8848 5e-0l INCH S ECTION MODULI and corresponding points: MO DULUS 1 2 COO RD about AXIS l : 3.29886e+08 INCH l. 73 86e -02 -l .OOOOe-09 3.29886e+08 INCH 2.6500e-Ol 1.ooooe -09 about: AXIS 2: l.62 33le+OO INCH -9 .2500e -Ol O.OO OO e+OO 1. 6233le+OO INCH 9.2500e -Ol O.O OOOe +OO INCH INCH INCH INCH ? 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T. D.c :GNS1 INC. CONSULTING ENGINEERS 300 Pros perity Far ms Ro ad, S uite G North Palm Beach, FL 3 3 408 (561 ) 881~7280 • FAX (561) 881~0201 Em ail: atd@ atd esigns.n et S-ccuuN X fl~ -z.. /1 2.. !"I ~-:;. E ;:: 500 = J 3 '8 p S i... ,,,..___, /1 z . l l SHEET N..,._ ---~-Of z cALCUL Ar ED sY Jlr,·) DATE Z '1 ,4d 6 ot/ CHECKED BY ---~-DATE 2CJ _sf::7(1;/ PROJECT () '-f £0 (o <)" _) /-flt{) 6-7?€,£ /fo ?s .. · 7 :_-t/ ~ -.500 -/ s 8 I'$ I., .,,,..._. I~ a ~ ..s .:. rf z, 17 {T = rn c_ :=-(; 2., f.p o() )( 2. '-/ 1) = 'I 7 z 5"" j) 5, · .L C,.sl I = I li3 \ _ (-~ ). -; . 5 7 { 'I. 9 7 3 ) \ /2 ./4~1 / 2 ,,, / 2 I. 2 I ( ~-.,-g 1) I ?.... A. T. Dl:. , IGNS, INC. CONSULTING ENGINEERS 300 Prosperity Farms Road, Suite G North Palm Beach, FL 33408 (561) 881~7280 • FAX (561) 881-0201 Email: a td@ atd esigns.net S E c..71 0/\/ ~ 11 ~ 0. '2-7" I ,,, "2.- u =' F ,:::; 300 ;¢ ,=. /250 I'", L /1 0. Zfi.,.. <.. ; :::: Jc.' -= 3 DOif -::-/ Z S-0 /J s.c.· A ~ Z-'f' ;,:i. CAs& I CA-SF z 0-=-F :::-500 -= 73 J 7 ;s ~ 7-i D-ot..JJ 7 -:: ,/ -=-300 :; 7~,7 psc., A -=----o-o'f I SHEET NO., (... OFL.-_____ ----- CALCULATED BY -:}{ f} \ DATE l,./1 :1-l¼') Gr./ CHECKED BY <71/ft: DATE Zc?5e7"qf --- 1.J SH /1FI ,;::7,, c,;; PR OJECT 6 1 ED C, s:-_l:!:::!d ._,,. f-"L,,-,;_... Part c Sect X AREA 4.5082630e+oo INCHA2 CENTE R OF GRAVITY with respect t o AC S O coordinate frame: X Y 3.9300000e+OO O.OOO OOOOe+OO INCH INERTIA with r espect to ACSO coordinate frame: (INCHA4 ) INERTIA TENS OR: Ixx Ixy l.7384246e+OO O .OOOOOOO e +OO Iyx I yy o .ooo ooooe+oo 7.0005359e+Ol POLAR MOMENT OF INERTIA : 7.1 7437 84 e+Ol INCH A4 INERT IA at CENTER OF GRAVI TY with re spect to ACSO coordinate frame: (INCHA4) INERTIA T ENSOR: IXX Ixy Iyx Iyy l .7 384 246e+O O O.O OOO OOO e+OO 0.0000000e +OO 3.7568858e-01 AREA MOMENTS OF INERTIA with respe ct to PRINCIPAL AXES; (INCH A4) Il I2 3 .75688 58e -Ol 1.7384 2 46e+O O POLAR MOMENT OF I NERTIA: 2.°114 1132e+OO INCHA4 RO TAT ION MAT RIX from ACSO orie ntation to PRINCIPAL AXES: 0.00000 -1.0 0000 1.00000 0.00000 RO TAT ION ANGLE from ACSO orientation to PRINCIPAL AXE S (degrees): about z axis 90.000 RADII OF GYRATION with respect t o PRINCIPAL AXES: Rl R2 2.88 675 13 e-Ol 6 .~097385e-01 I NCH SECTION MODULI and correspondi ng points: MODULU S 1 2 COORD a bout AXIS 1 : 3.75689e+oa INCH -2.6500e-Ol -l .OOOOe -09 3.75 689e+08 INCH -l.738 6e-02 l.OO OOe -09 about AXI S 2: l .8 7938e+OO INCH -9.2500 e-Ol O.OOOOe+OO l. 8 7 938e+OO INCH 9.2500e-Ol O.OOOOe +oo INCH INCH INCH INCH Part C S ect Y AREA = 2.6 912 60 0e+oo INCHA2 CENTER OF GRAVITY with respect to ACSO coordinate frame: X Y 4.0000000e-01 -l.2 714259e-03 INCH I NERTIA with respect to ACSO coordinate frame: (INCH ... 4) INERTIA TENSO R: Ixx Ixy 1. 7896733e+OO l.3686951e-03 Iyx Iyy 1.3 6869Sle-0 3 6.548 7327 e -01 POLAR MOMENT OF I NERTIA: 2.44 4 5466e +oo INCHA4 INERTIA at CENTER OF GRAVITY with res pect t o ACSO coordinate f rame: (INCH ... 4) INERTIA TENSOR : Ixx Ixy l.7B9 6690 e +oo o.o ooo oo oe+oo Iyx I yy o.o ooooooe+o o 2.2427l67e-01 AREA MOMENTS OF INERT IA with respect to PRINCIPAL AXE S: (INCH ... 4) Il I2 2.2427 167e-O l 1.7896650e+O O POLAR MOMENT OF INERTIA: 2.0139367e+O O INCHA4 ROTAT I ON MATRIX from ACSO orientati o n to PRINCIPAL AX ES : 0.000 00 -1.00000 1.00 000 0 .000 00 ROTATION ANGLE f rom ACSO orientation to PRINCIPAL AXES (degrees): about z axis 90.00 0 RADII OF GYRATION with r espect to PRI NCIPAL AXES: Rl R2 2.88 67 513e -Ol 8.15470lle-Ol INCH S ECTION MODULI and c orresponding points: MODULUS 1 2 COORD about AXIS 1 : 2. 2427 2e+08 2. 24272e+08 about AXIS 2: 1.19492e+00 l.1 9149e+00 INCH INCH INCH INCH 8 .4599 e-Ol -l.OOOOe-09 I NCH -9.5619e -01 1.ooooe -09 -l.4977e+oo o.ooooe+oo 1.so2oe+oo o.ooooe+oo I NCH INCH INCH Part C Sect z AREA 2.3334152e+OO INCHA2 CENTER OF GRAVITY with respect to ACS0 coordinate frame: X Y l.9211237e-02 -3.7360964e-05 INCH INERTIA with respect to ACS0 coordinate frame: (INCHA4) INERTIA TENSOR: Ixx Ixy l.6594869e+00 o.oooooooe+oo Iyx Iyy o.oooooooe+oo 1. l371999e+00 POLAR MOMENT OF INERTIA: 2.7966869e+OO INCHA4 INERTIA at CENTER OF GRAVITY with respect to ACS0 coordinate frame: INERTIA TENSOR: Ixx Ixy 1.6594869e+OO O.OOOOOOOe+OO Iyx Iyy O.OOOOOOOe+OO 1.l363388e+oo AREA MOMENTS OF INERTIA with respect to PRINCIPAL AXES: Il I2 l.l363387e+OO l.6594869e+OO POLAR MOMENT OF INERTIA: 2.7958257e+OO INCHA4 ROTATION MATRIX from ACSO orientation to PRINCIPAL AXES: -0.00006 -1.00000 1.00000 -0.00006 (INCH"4) ROTATION ANGLE from ACS0 orientation to PRINCIPAL AXES (degrees) about z axis 90.004 RADII OF GYRATION with respect to PRINCIPAL AXES: Rl R2 6.9784327e-Ol 8.4331709e-01 INCH SECTION MODULI and corresponding points: MODULUS 1 2 COORD about AXIS 1: about AXIS 2: l.01878e+OO INCH 9,75997e-Ol INCH 1.10634e+oo INCH l.10739e+OO INCH 6.195le-04 -1.ll54e+OO -l.1549e+oo l.1643eToo -1.SOOOe+OO -2.8569e-Ol l.4986e+OO -l.5826e-Ol INCH INCH INCH INCH