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379 Skate Rd ACC21-0046 ShedOWNER:ADDRESS:CITY:STATE:ZIP: Ty Bliss 379 Skate Road ATLANTIC BEACH FL 32233 COMPANY:ADDRESS:CITY:STATE:ZIP: TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 171671 0000 ROYAL PALMS UNIT 02A3.00 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 379 SKATE RD ACCESSORY SINGLE OR TWO FAMILY ACCESSORY 12' x 12' SHED $5000.00 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: 9/3/2021 PERMIT NUMBER ACC21-0046 ISSUED: 9/3/2021 EXPIRES: 3/2/2022 ACCESSORY PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $80.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $40.00 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $249.00 3 PUBLIC WORKS DECKING REMOVED INFORMATIONAL Notes: All old decking and debris must be removed from job site by Owner. 4 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL Notes: Any damage done to infrastructure must be repaired by Owner. 2 of 2Issued Date: 9/3/2021 PERMIT NUMBER ACC21-0046 ISSUED: 9/3/2021 EXPIRES: 3/2/2022 ACCESSORY PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $249.00 ACC21-0046 Address: 379 SKATE RD APN: 171671 0000 $249.00 BUILDING $80.00 BUILDING PERMIT 455-0000-322-1000 0 $80.00 BUILDING PLAN REVIEW $40.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $40.00 PUBLIC WORKS PLAN REVIEW $25.00 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00 STATE SURCHARGES $4.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 ZONING PLAN REVIEW $100.00 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL FEES PAID BY RECEIPT: R17005 $249.00 Printed: Friday, September 3, 2021 10:17 AM Date Paid: Friday, September 03, 2021 Paid By: Ty Bliss Pay Method: CREDIT CARD 506946427 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R17005 Final Plumbing Final Electrical Final HVAC CC Final Final Building* Swimming Pool Steel Swimming Pool Safety Electrical Grounding & Bonding Swimming Pool Final (Bldg) Swimming Pool Final (PW) Formed Columns/ Beams* Masonry Cell Fill Structural Steel* OTHER: OTHER: OTHER: OTHER: OTHER: Power Pole Silt Fence Piers/ Stem Walls Underground Plumbing Underground Electric Foundation/ Footing Slab** Retaining Wall Footing Driveway Sewer (Building Dept) Sewer Tap (Utilities Dept) Rough Electric* Rough Plumbing/ Top Out* Rough Mechanical* House Wrap Wall Sheathing Roof Sheathing Tie-down Framing Connections Rough Framing Roofing In Progress Window/Door In-Progress Insulation Ceiling Insulation Wall Exterior Lath Stucco Scratch Coat Exterior Siding In-Progress Brick Flashing & Ties Early Power Gas Rough Gas Final* * When all rough electric, plumbing, mechanical are complete but before any work is covered up. * When all gas piping is complete and wallboard is installed but before gas is attached to any appliance. All outlets must be capped and pipe pressurized at a minimum of 15 lbs. * For new living space: When all construction work including electrical, plumbing, mechanical, exterior finish, grading, required paving and landscaping is complete and the building is ready for occupancy, but before being occupied Additional inspections may apply to your project if your project contains these elements: INSPECTIONS REQUIRED FOR BUILDING PERMITS To verify compliance with building codes, inspections of the work authorized are required at various points of the construction. The following inspections are typically required for residential projects: Date: Initial: Date: Initial: _____________________________________________________ Permit Type ____________________________________________________ Permit No. __________________________________________________________ Job Address ____________________________________________________ Contractor POST THIS CARD WITH PERMITS AND PERMIT DOCUMENTATION IN FRONT OF BUILDING Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends Building Department Public Works/Utilities Fire Department Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789 Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203 * When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all electrical, plumbing and mechanical work is in place, but before concrete is poured. * When all structural steel members are in place and all connections are complete, but before such work is covered or concealed. ** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION ACC21-0046 Type text here ACC21-0046 ACC21ACC21-0046 A/C 5'-0" 5'-0" 12'x12' Shed 9'-0" SITE PLAN SHED CONSTRUCTION PLANS 379 Skate Rd. page 1 ACC21-0046 2 ' 8 1 / 4 " 16 ' 0 " Ba c k 12 ' 0 " Fr o n t 7 ' 2 1 / 2 " 5' 1 0 1 / 2 " 1 2 ' 1 1 / 4 " 12 6 Ba c k 3 ' 3 3 / 4 " 2 ' 1 1 / 2 " 12 ' 0 " EL E V A T I O N S 2 ' 8 1 / 4 " 16 ' 0 " Ba c k 12 ' 0 " 1 2 ' 0 " Ha r d i e s h i n g l e S i d i n g at G a b l e e n d s t o ma t c h m a i n h o u s e Ha r d i e S i d i n g w/ 1 x 2 B a t t o n s @ 1 6 " O . C . to m a t c h m a i n h o u s e Si d e Si d e Architectural Asphalt Shingles (Timberline Shakewood to match main house)2' x 2' Windows Pa i n t e d w h i t e t o ma t c h t h e m a i n h o u s e 6' - 0 " 7 ' - 0 " Fi e l d - b u i l t d o o r s wi t h 1 / 2 " p l y w o o d , 2x 4 , & 2 x 6 (s e e d o o r d e t a i l s o n pa g e 1 7 ) page 2ACC21-0046 2x 4 f r a m e d t r u s s e s 2 ' o n c e n t e r 1/ 2 " p l y w o o d g u s s e t s 1/ 2 " p l y w o o d o r o s b r o o f s h e e t i n g 3- t a b o r d i m e n s i o n a l s h i n g l e s 2x 4 r a f t e r t i e s ( l o f t f l o o r j o i s t s ) double 2x4 top plate 2x4 wall stud 1/2" smartside siding 2x6 treated band board cu s t o m c u t 2 x 8 d o u b l e do o r h e a d e r w i t h 1/ 2 " p l y w o o d o r o s b mi d d l e 6' f r a m e d g a r a g e d o o r op e n i n g 2x 4 g a b l e e n d f r a m i n g 5/ 8 " t r e a t e d f l o o r i n g 2" x 6 " t r e a t e d r i m j o i s t 4" x 4 " x 1 6 ' t r e a t e d s k i d s me t a l d r i p e d g e 2"x4" treated bottom wall plates 15 # r o o f i n g f e l t 3/ 4 " BU I L D I N G S E C T I O N 12 ' 30 # Hardie siding w/ 1x2 battons 6' f r a m e d Ar c h i t e c t u r a l A s p h a l t page 3 12'-0" 12 ' - 0 " 12" Diam x 3' Deep Sonotube w/ 4000 PSI Sakrete 2x6 pressure- treated floor joist 16" on center 4x4 pressure- treated Floor Beams 2x6 pressure- treated rim joist 2x6 PT floor joist 11'-9" 16"3/4" T&G Plywood Flooring PT, fasten to joists with 2" deck screws @12" O.C. max. 1'-0" 3'-0" 4" gravel base, compacted FLOOR FRAMING PLAN 4x4 PT Floor Beams Simpson ABA46 Base, w/ Read Head 5/8" x 4 1/4" Expansion Anchors, & Strong-Drive #10 x 1 1/2" Screws Simpson HS24 Saddle Ties to connect floor joists to 4x4 floor beam (typ. both sides) page 4 Fr o n t W a l l F r a m i n g 6' 3 1 / 8 " 11 ' 5 " 12 ' 0 " 7' 10"7' 11 1/2" 6 ' 1 0 1 / 2 " 7 ' 0 " 1' 1 / 2 " 6' 1' 1 / 2 " 1' 8 " 1' 8 " 7' 7" 8 1 / 2 " *s e e n o t e b e l o w o n h e a d e r *n o t e : h e a d e r i s a 2 x 1 0 r i p p e d d o w n t o e x a c t l y 8 1 / 2 " w i t h a 1 / 2 " p l y w o o d or o s b m i d d l e . *N o t e : B e f o r e fr a m i n g t h e f r o n t wa l l f o r y o u r g a r a g e do o r c h e c k m a n u - fa c t u r e r s f r a m i n g gu i d e l i n e s . Y o u r ro l l - u p g a r a g e d o o r sh o u l d b e p u r c h a s e d be f o r e f r a m i n g i s do n e , o r a c o p y o f t h e do o r s i n t a l l a t i o n in s t r u c t i o n s o b - ta i n e d b e f o r e - h a n d . FR O N T W A L L F R A M I N G eq eq eq eq page 5 Ba c k W a l l F r a m i n g 11 ' 5 " 1' 1 / 2 " 1' 4 " 1' 4 " 1' 4 " 1' 4 " 1' 4 " 1' 4 " 1' 4 " 1' 1 / 2 " 7' 7"7' 10"7' 11 1/2" 12 ' 0 " tr e a t e d b o t t o m pl a t e al l 2 x 4 s t u d s BA C K W A L L F R A M I N G an c h o r e d t o r i m j o i s t w i t h GR K 5 / 1 6 x 4 " s t r u c t u r a l sc r e w s , @ 1 2 " O . C . m a x . (t y p . a l l w a l l s ) page 6 Ba c k W a l l F r a m i n g 11 ' 5 " 1' 1 / 2 " 1' 4 " 1' 4 " 1' 4 " 1' 4 " 1' 4 " 1' 4 " 1' 4 " 1' 1 / 2 " 7' 7"7' 10"7' 11 1/2" 12 ' 0 " tr e a t e d b o t t o m pl a t e al l 2 x 4 s t u d s SI D E W A L L F R A M I N G 3 ' 7 1 / 2 " 1' 6 1 / 2 " 2 ' 5 " 1' 9 1 / 2 " 1 1 1 / 2 " 5 1 / 2 " 2x 6 h e a d e r s 3 ' 7 1 / 2 " 1' 6 1 / 2 " 2 ' 5 " 1' 9 1 / 2 " 1 1 1 / 2 " 5 1 / 2 " 2x 6 h e a d e r s 7' 7"7' 10"7' 11 1/2" de r s 11 ' 5 " 1' 1 / 2 " 1' 4 " 1' 4 " 1' 4 " 1' 4 " 1' 4 " 1' 4 " 1' 4 " 1' 1 / 2 " 2x 6 h e a d d e r Ad j u s t d i m e n s i o n s f o r 24 " x 2 4 " w i n d o w ro u g h o p e n i n g ( t y p . ) double 2x6, with 1/2"plywood or OSB glued & screwed (typ.) 2x 6 h e a d d e r * w i n d o w r o u g h o p e n i n g d i m e n s i o n s m a y b e a d j u s t e d s l i g h t l y t o m a t c h w i n d o w o p e n i n g r e q u i r e m e n t s page 7 Ba c k W a l l F r a m i n g 11 ' 5 " 1' 1 / 2 " 1' 4 " 1' 4 " 1' 4 " 1' 4 " 1' 4 " 1' 4 " 1' 4 " 1' 1 / 2 " 7' 7"7' 10"7' 11 1/2" 12 ' 0 " tr e a t e d b o t t o m pl a t e al l 2 x 4 s t u d s SI D E W A L L F R A M I N G page 8 Tr u s s C o n s t r u c t i o n Ve r i f y a f t e r m a k i n g o n e t r u s s a n d t h a t o n e t r u s s f i t s a c r o s s w a l l s p e r f e c t l y . Af t e r t h i s i s a c c o m p l i s h e d t h e r e m a i n i n g t r u s s e s c a n b e b u i l t i d e n t i c a l l y t o th e f i r s t . 6' 7 1/8" 6 0 ° 8" 4" 1' 1 3 / 4 " 4"cut gusset plates out of 1/2"plywood or osb material. angle cut coincides with top truss angles. Us e 2 g u s s e t p l a t e s p e r t r u s s . Na i l e a c h g u s s e t p l a t e t o t r u s s jo i n t w i t h 8 d n a i l s , t o t a l o f 1 0 pe r s i d e , 5 p e r t r u s s e n d . 12 0 ° Gu s s e t d e t a i l TOP TRUSS PI E C E 7' 8 3/4" Lo f t / c e i l i n g j o i s t s h o w n he r e . page 9 3 1 / 2 " 2 " 8" 6 0 ° th i s i s a 9 0 ° a n g l e Bo t t o m T r u s s C u t s 4" 120° 3 1/4" 1 3 / 8 " This angle cut is identical to top angle cut of 60°e 9 0 ° page 10 Ga b l e E n d T r u s s C o n s t r u c t i o n FR O N T V I E W BA C K V I E W 1' 4 " 1' 3 / 4 " 1' 8 3 / 8 " 10 7 / 8 " 1' 8 3 / 8 " 10 7 / 8 " 1' 3 / 4 " SI M P S O N 3 " X 6 " M E T A L M E N D I N G P L A T E S TO P T R U S S M E A S U R E M E N T I S ID E N T I C A L T O I N T E R I O R T R U S S ME A S U R E M E N T TOP TRUSS PI E C E 9 3 / 8 " 1' 11 1/8" 2 ' 7 1 / 4 " 12 ' 0 " 12 ' 0 " Id e n t i c a l g u s s e t p l a t e a s f o r t h e i n t e r i o r t r u s . 2x 4 x 1 2 ' T O P T R U S S P I E C E page 11ACC21-0046 Ro o f F r a m i n g 2' 0 " 2' 0 " 2' 0 " 2' 0 " 2' 0 " 2' 0 " 2' 3 / 4 " 2x 4 t r u s s hu r r i c a n e t i e Do u b l e t o p wa l l p l a t e Hu r r i c a n e T i e D e t a i l 1' 1 1 1 / 4 " Ro o f T r u s s L a y o u t Ga b l e E n d F r a m i n g gable end truss 2' 0 " 2' 0 " 2' 0 " 2' 0 " SEE PAGE 16 FOR GABLE TRUSS CONSTRUCTION11 2' 0 " 2' 0 " 2' 3 / 4 " ga b l e e n d t r u s s 2' 0 " 2' 0 " Ga b l e E n d T r u s s page 12 Si m p s o n H 2 . 5 Ce i l i n g J o i s t s / L o f t S u p p o r t s 2x 4 c e i l i n g j o i s t s - y o u c a n su b s t i t u t e 2 x 6 ' s i f p r e f e r r e d . Pl e a s e n o t e : U s e 2 x 6 ' s o r 2 x 8 ' s f o r c e i l i n g jo i s t s i f y o u p l a n o n p u t t i n g h e a v y s t o r a g e u p in t h e l o f t a r e a . ceiling joists/loft supports should be positioned and nailed into place before sheeting the roof.page 13 * R e p r e s e n t i n g g e n e r a l l a y o u t a n d m a m b e r p l a c e m e n t - ( N . T . S . ) Ov e r h a n g C o n s t r u c t i o n 1 3 / 4 " 1 1 7 / 8 " 1 ' 1 7 / 8 " 1 ' - 1 7 / 8 " 1 ' - 1 7 / 8 " 1 ' - 1 7 / 8 " 8 5 / 8 " Us e s a m e d i m e n s i o n s th a t w e r e u s e d f o r t o p tr u s s p i e c e s - w / o t h e cu t o u t f o r t o p p l a t e . Th i s o v e r l o o k a s s e m b l y is i d e n t i c a l w i t h s a m e d i m e n s i o n s . 8" 11 " Fo u r i d e n t i c a l o v e r h a n g a s s e m b l i e s n e e d t o be m a d e . D o n o t p l a c e a n d a t t a c h o n g a b l e en d u n t i l s i d i n g h a s b e e n a t t a c h e d t o t h e up p e r g a b l e e n d s . page 14 Fr o n t a n d B a c k O v e r h a n g s Ov e r h a n g s a r e m a d e o f 2 t r u s s p i e c e s a n d 8 " cr o s s m e m b e r s n a i l e d t o t h e t r u s s p i e c e s u s i n g 1 2 d n a i l s , 2 p e r e n d . T h i s ' l a d d e r ' a s s e m b l y c a n b e m a d e o n t h e g r o u n d a n d na i l e d i n p l a c e w i t h a h e l p e r u s i n g 1 6 d n a i l s o r 3 " s c r e w s . Wh e n a t t a c h i n g t h e ov e r h a n g l a d d e r as s e m b l y t o t h e e n d t r u s s m a k e s u r e th e t o p e d g e s o f t h e ov e r h a n g a r e f l u s h wi t h t h e e n d t r u s s . Pl a n s a r e s h o w n w i t h f r o n t a n d b a c k ov e r h a n g s o f 1 1 " . te m p o r a r y b r a c i n g in p l a c e w h i l e l a d d e r as s e m b l i e s a r e n a i l e d in t o p l a c e 1 1 " page 15 * R e p r e s e n t i n g g e n e r a l l a y o u t a n d m a m b e r p l a c e m e n t - ( N . T . S . ) Ro o f S h e e t i n g St a r t y o u r f i r s t o s b o r p l y w o o d pa n e l i n o n e o f t h e t o p c o r n e r s . Pa n e l e n d s s h o u l d f a l l o n m i d d l e of t r u s s e s . Co n t i n u e a c r o s s t o p w i t h fu l l p a n e l . Fi n i s h t h e t o p b y m e a s u r i n g t o t h e ou t s i d e e d g e f o r p a n e l l e n g t h . Fi n i s h b y s t a g g e r i n g p a n e l s a c r o s s b o t t o m . Co m p l e t e o t h e r s i d e i n s a m e m a n n e r . Na i l t h e e n d e d g e f i r s t , th e n l i n e u p t h e t o p o f t h e pa n e l w i t h t r u s s e s a n d c o n t i n u e na i l i n g t o e a c h t r u s s , m a k i n g s u r e ea c h t r u s s i s s p a c e d c o r r e c t l y . Us e r o o f c l i p s i f de s i r e d b e t w e e n pa n e l s , s p a c e d e v e n l y be t w e e n t r u s s e s . page 16 1/ 2 " O S B a n c h o r e d t o t r u s s to p c o r d w i t h 2 1 / 2 " g a l v . n a i l s @ 1 0 " O . C . m a x * R e p r e s e n t i n g g e n e r a l l a y o u t a n d m a m b e r p l a c e m e n t - ( N . T . S . ) Do o r s i n P l a c e , a n d T r i m m e d O u t Wo r k i n g w i t h e a c h d o o r p a n e l i n d i v i d u a l l y , w e c a n n o w f r a m e t h e o u t s i d e o f th e s e p a n e l s w i t h 2 x 4 ' s a n d 2 x 6 ' s a s s u c h . T h e s e d o o r s w i l l b e e a s i e r t o bu i l d u s i n g e x t e r i o r g r a d e 1 . 5 ” s c r e w s , s c r e w i n g f r o m t h e b a c k o f t h e pa n e l s i n t o t h e f r o n t 2 x 4 ' s a n d 2 x 6 ' s . Cu t O u t D o o r P a n e l s Wi t h t h e d o o r p a n e l s a s s e m b l e d n o w w i t h 2 x 4 ' s a n d 2 x 6 ' s t h e s h e d i t s e l f no w n e e d s t o b e f r a m e d o u t w i t h 2 x 4 ' s a n d a l e n t i l a r o u n d t h e d o o r o p e n i n g Th e 2 x 4 ' s w i l l s e r v e a s d o o r j a m b s a n d s h o u l d b e s c r e w e d o r n a i l e d t o t h e fr a m e f l u s h w i t h t h e d o o r o p e n i n g . Th e d o o r l e n t i l c a n b e m a d e o f a 2 x 6 . M o u n t t h e j a m b s o n e a c h s i d e s o th a t t h e y e x t e n d a b o v e t h e d o o r o p e n i n g a b o u t 1 / 4 ” . O n c e t h e d o o r j a m b s ar e s c r e w e d o n a n d i n p l a c e , y o u r l e n t i l c a n b e n a i l e d i n t o p l a c e . W i t h t h e do o r j a m b s e x t e n d i n g 1 / 4 ” a b o v e t h e d o o r o p e n i n g , t h i s w i l l a l l o w t h e d o o r s to s w i n g f r e e l y . Fi n i s h e d D o o r P a n e l s DO O R D E T A I L S 3' - 0 " 3' - 0 " 7 ' - 0 " 7 ' - 0 " * F i n i s h e d d o o r d i m e n s i o n s m a y b e a d j u s t e d s l i g h t l y t o m a t c h r o u g h f r a m i n g o p e n i n g page 17ACC21-0046 cedar fascia optional smartside 4'x8' siding panels di m e n s i o n a l s h i n g l e s 6'wx7't roll up shed door 32" side entry door 8" x 1 6 " v e n t s f r o n t a n d r e a r ce d a r c o r n e r t r i m 18 " x 2 7 " n e w co n s t r u c t i o n w i n d o w s 2" x 6 " f l o o r j o i s t s , r i m jo i s t s , a n d b a n d b o a r d s tr e a t e d 3 / 4 " f l o o r s h e e t i n g floor all treated lumber construction framed ramp 6' wide constructed to meet your slope conditions'Z' aluminum strip weather flashing at all horizontal siding connections treated bottom wall plates IS O M E T R I C V I E W ( N . T . S . ) 24 " x 2 4 " fascia page 18 A C C 2 1 - 0 0 4 6 H 2 . 5 Inc. Going the DISTANCE for You SURVEYING, Ray Thompson (Fax) 904-448-5178 1825 University Boulevard West Jacksonville, Florida 32217 (Phone) 904-448-5125 P O R F E S S I O NAL VRUS OLF STATE OF R I D A ROYE &M A P P E R No. 6146 AAICIFTRECCITREC J. TTEE TH O N S P M ONMY R A O D