The URL can be used to link to this page

1720 Atlantic Beach Dr ACC21-0038 Covered PavilionOWNER:ADDRESS:CITY:STATE:ZIP: RONALD P CARZOLI JR FAMILY TRUST 1720 ATLANTIC BEACH DR ATLANTIC BEACH FL 32233 COMPANY:ADDRESS:CITY:STATE:ZIP: Quick Construction, LLC 436-B Osceola Ave Jacksonville Beach FL 32250 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 169505 1685 ATLANTIC BEACH COUNTRY CLUB UNIT 02 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 1720 ATLANTIC BEACH DR ACCESSORY SINGLE OR TWO FAMILY ACCESSORY COVERED PAVILION $43000.00 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. 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: 7/12/2021 PERMIT NUMBER ACC21-0038 ISSUED: 7/12/2021 EXPIRES: 1/8/2022 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 BUILDING PERMIT 455-0000-322-1000 0 $270.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $135.00 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $6.83 STATE DCA SURCHARGE 455-0000-208-0600 0 $4.55 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $591.38 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. 3 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration, including sod, is required. 4 PUBLIC WORKS DECKING REMOVED INFORMATIONAL Notes: All old decking and debris must be removed from job site by Contractor. 5 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL Notes: Any damage done to infrastructure must be repaired by Contractor. 2 of 2Issued Date: 7/12/2021 PERMIT NUMBER ACC21-0038 ISSUED: 7/12/2021 EXPIRES: 1/8/2022 ACCESSORY PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 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 IN fE'1r l@N l lN E~ ~I@ ~1-iM Musr CAIi. BY 4PM PREVIOUS DAY FOR NIEXI' DAY INSPECIION ACC21-0038 Building Permit Application City of Atlantic Beach 800 Seminole Road, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Fax: (904) 247-5845 Job Addr ess: 1720 Atlantic Beach Or Permit Number: ___________ _ L I D . . 67-132 08-2S-29E .152 ATlANTIC BEACH COUNTRY CLUB UNIT 2 LOT 78._ ega escnptIon ___________________ RE# _1""6""9'-"5""'05,,_-.,._1""68,,.,5<------- Valuation of Work (Replacement Cost) $_43 __ .ooo ____ Hea t ed/Cooled SF _____ Non• Heated/Cooled. ____ _ • Class of Work (Circle one): New Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s) (Circle one): Commercial Residential • If an existing structure, is a fire sprinkler system installed? (Ci rcle one): Yes No N/A • Submit a Tree Removal Permit Ap plication if any trees are to be removed or Affidavit of No Tree Removal Describe In detail the type of work to be performed: Install covered pavilion Fl orida Product Approval # ___________________ for multiple products use product approval form Property Owner Information Name: Ronald P Carzoli Jr, Family Trust Address: 1720Atlantic Beach Dr City Atlantic Beach State _F..,;;;L __ Zip 32233 Phone ____________ _ E-Mail carzolimd@yahoo.com Owner or Agent (If Agent, Power of Attorney or Agency Letter Requ i red) ___________________ _ Contractor Information Name of Company: Qu ick Construction LLC Qualifying Agent: -'M=ik~e"-Q=u~ic"'k'------------- Address_436-B Osceola Ave. ___________ City_ Jacksonville Beach State_ B:____Zip_ 32250 Office Phone 904-372-0742 State Certification/Registration# Job Site/Contact Number 904-660'-'·8~6~7_::9 __________ _ CGC1517983 E-Mail mike@qulckconstructlo.biz Architect Name & Phone# __________________________________ _ Engineer's Name & Phone# __________________________________ _ Workers Compensation _0_2.:.../2_0_22 _________________________________ _ Exempt/ Insurer/ Lease Employees/ Expiration Oare Application is her eby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior t o the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this Ju risdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBiNG, SIGNS, WELLS, POOLS. FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. p JILL MCDOUGAL , . • • , No lary Public • Stal~ of Florida ~ ·. 'rjJ Commission # GG 228965 , •:o/n; r-~/ My Comm. Explr!s Jun 1~, 2022 .:t{i)ersonally Known R ....... -Bonded throuah Nation al Not ary Assn. '[ JProduced ldentifica 10 Type of Identification: _____________ _ ignature of Contractor) Sigped and sworn to r affirmed) before me this >J UIN,; . dOdl ¥.J~ .... ~~ ~~~~~~ Revision Request/Correction to Comments City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us [ZJ Revision to Issued Permit OR D Corrections to Comments Description of Proposed Revision/ Corrections: \ ~--I----" -C:--~. :C:::-..1 -JG 5 - ** Al l lNFQ.RMATJON HIGAt lGHTED 1N GRAY IS REQUfREP. : 1-++~'l::;._V\Q_fi~_ -~-r:::::1r--·-' ~~~---~~~ affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) !2 ' tz -. s -,,. • , 1 ~ 1 : 2 ' ; . ,.:s _ a , L a - ill proposed revision/corrections add additional square footage to original submittal? ~-, No @ ves (additionaJ s.f. to be added: ____________ ) ill proposed revision/corrections add additional increase in building value to original submittal? 0 @ *Yes (additional increase in building value: $ ---~ _ ) (Contractor must sign if increase in valuation) *Signature of Contractor/ Agent: (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 GENERAL NOTES SHEATHING N O T E S 1. CODES USED: 2020 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING EDITION, ACI, NOS, FOR WALL SHEATHING: APAANDASCE7-10. 1. FOR STUCCO AND S T O N E : M I N ¥ , " O S B O R P L Y W O O D , S P A N R A T I N G 3 2 1 1 6 , I N S T A L L E D 2. THE ALTERATIONS FOUND WITHIN THESE PLANS ARE DESIGNATED ADDITION IN COMPLIANCE WITH SECTION 301.1.2 OF THE EXISTING BUILDING CODE. 3. ALL DESIGN. CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. VERTICALLY, OR MIN m " O S B O R P L Y W O O D , S P A N R A T I N G 3 2 1 1 6 , I N S T A L L E D H O R I Z O N T A L L Y , T O WALL FRAMING. FAST E N W I T H 8 d N A I L S A T 6 " 0 . C . O N E D G E , 1 2 " 0 . C . I N F I E L D . 2. FOR ALL OTHER VE N E E R : M I N { ; ; " O S B O R P L Y W O O D , S P A N R A T I N G 2 4 1 1 6 , I N S T A L L E D VERTICALLY OR HORIZ O N T A L L Y , T O W A L L F R A M I N G . F A S T E N W I T H 8 d N A I L S A T 6 " O . C . O N E D G E , 12" O.C. IN FIELD (BL O C K E D P A N E L E D G E S ) O R 6 " O . C . E D G E A N D F I E L D ( U N B L O C K E D P A N E L EDGES). 4. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING 3. FOR CURVED WALLS: T W O ( 2 ) L A Y E R S O F ¾ " P L Y W O O D . F A S T E N W I T H 1 0 d N A I L S A T 6 " O . C . O N CONSTRUCTION. EDGE AND 12" 0.C IN F I E L D . O U T E R L A Y E R O F P L Y W O O D P A N E L E D G E S M U S T B E L A P P E D 2 4 " MIN WITH INNER LAYE R . S H I M F R A M I N G A S N E E D E D F O R T I G H T F I T . 5. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED OTHERWISE ON THE PLANS. 6. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED ASSUMING 2500 PSF SOIL CAPACITY. 7. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK. 8. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. CONCRETE NOTES FOR ROOF SHEATHING: 1. FOR SHINGLE AND M E T A L R O O F : M I N f t " O S B O R P L Y W O O D , S P A N R A T I N G 2 4 1 1 6 , I N S T A L L E D PERPENDICULAR TO R O O F F R A M I N G . F A S T E N W I T H 8 d R I N G S H A N K N A I L S A T 6 " O . C . O N E D G E , 12" 0.C. IN FIELD. 2. FOR TILE ROOF: MIN¥ , " P L Y W O O D , S P A N R A T I N G 3 2 1 1 6 , I N S T A L L E D P E R P E N D I C U L A R T O R O O F FRAMING. FASTEN WIT H 8 d R I N G S H A N K N A I L S A T 6 " O . C . O N E D G E , 1 2 " O . C . I N F I E L D . 3. SINGLE CLIP PANEL E D G E S . I N S T A L L P A N E L S C O N T I N U O U S O V E R T W O O R M O R E S P A N S W I T H STAGGERED END JOIN T S . W H E R E P A N E L S A R E I N S T A L L E D O V E R S I N G L E S P A N S D U E T O F I E L D CONDITIONS, BLOCK P A N E L S A T 1 2 " O . C . FOR FLOOR DECKING: 1. MIN ¾" T&G OSB OR P L Y W O O D , S P A N R A T I N G 4 8 1 2 4 , I N S T A L L E D P E R P E N D I C U L A R T O F L O O R FRAMING. FASTEN WIT H 8 d N A I L S A T 6 " O . C . O N E D G E , 1 2 " O . C . I N F I E L D . 2. USE OF APA RATED S T U R D - I - F L O O R I S A L L O W E D W I T H A M I N I M U M S P A N R A T I N G O F 4 8 1 2 4 A N D MINIMUM¾" THICKNES S . FOR PORCH CEILING SHEA T H I N G : 1. MIN i" OSB OR PLYWO O D , S P A N R A T I N G 2 4 1 0 , I N S T A L L E D P E R P E N D I C U L A R T O C E I L I N G F R A M I N G . FASTEN WITH 8d NAILS A T 3 " 0 . C . O N E D G E , 1 2 " 0 . C . I N F I E L D . 1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST EDITION, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301, LATEST EDITION, "SPECIFICATIONS FOR STRUCTURAL MASON RY N O T E S CONCRETE". 1. ALL MASONRY WORK S H A L L B E I N C O N F O R M A N C E W I T H T H E L A T E S T E D I T I O N O F " B U I L D I N G 2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL CEMENT SHALL CONFORM TO ASTM C150, CODE REQUIREMENTS F O R M A S O N R Y S T R U C T U R E S " ( A C I 5 3 0 ) A N D T H E " S P E C I F I C A T I O N S F O R TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE 1½" INCHES FOR FOUNDATIONS, AND ¾" FOR ALL SLABS AND SHALL MASONRY STRUCTUR E S " ( A C I 5 3 0 . 1 ) O F T H E A M E R I C A N C O N C R E T E I N S T I T U T E . CONFORM TO ASTM C33. 3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. 2. CONCRETE MASONRY U N I T S S H A L L B E N O R M A L W E I G H T W I T H A M I N . N E T C O M P R E S S I V E STRENGTH OF 1500 PS I , H O L L O W , L O A D - B E A R I N G U N I T S . C O N F O R M I N G T O A S T M C 9 0 , T Y P E N - I I 4. 4" 3000PSI CONCRETE SLAB WITH 6X6 W1 .4 X W1 .4 WWM OR 112" FIBERMESH OVER A 6 MIL. VAPOR BARRIER AND 3-TERMITE TREATED SOIL. MORTAR SHALL CON F O R M T O A S T M C 2 7 0 , T Y P E M O R S . A L L P O R T L A N D C E M E N T S H A L L CONFORM TO ASTM C 1 5 0 T Y P E I . L I M E S H A L L C O N F O R M T O A S T M C 2 0 7 . A L L M A S O N R Y C E M E N T SHALL CONFORM TO A S T M C 9 1 . T H I C K N E S S O F M O R T A R S H A L L N O T E X C E E D ¾ , " . F U L L B E A D AND HEAD JOINTS SH A L L B E U S E D . 5. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE FOOTING. 6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM-A615. ALL CONCRETE REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT'. 7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., AS REQUIRED FOR MECHANICAL TRADES BEFORE CONCRETE IS PLACED. 4. MASONRY GROUT SH A L L C O N F O R M T O A S T M C 4 7 6 . r e O F G R O U T S H A L L B E 3 0 0 0 P S I M I N . T H E MAXIMUM AGGREGAT E S I Z E S H A L L B E ¾ " G R A D E D T O P R O D U C E F I N E G R O U T I N C O N F O R M A N C E WITH ASTM C476 AND C 4 0 4 . S L U M P O F G R O U T S H A L L B E 8 T O 1 0 I N C H E S . 5. MASONRY WALL REINF O R C I N G S H A L L C O N F O R M T O A S T M A 6 1 5 , G R A D E 6 0 . P R O V I D E 4 8 B A R D I A LAP ON ALL SPLICE S . P R O V I D E B A R S P A C E R S A S R E Q U I R E D T O P R O P E R L Y L O C A T E REINFORCING IN CELL S . 6. THE CONTRACTOR S H A L L P R O V I D E A D E Q U A T E T E M P O R A R Y B R A C I N G O F A L L M A S O N R Y 8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", WHICHEVER IS CONSTRUCTION TO R E S I S T W I N D , B A C K F I L L I N G , S O I L C O M P A C T I O N A N D O T H E R N A T U R A L A N D GREATER. CONSTRUCTION FORC E S O C C U R R I N G D U R I N G C O N S T R U C T I O N . T H E B R A C I N G S H A L L R E M A I N I N PLACE UNTIL THE STR U C T U R E I S C O M P L E T E . 9. CORNER REINFORCEMENT SHALL BE LAPPED 25". 10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; 10.1. 3" FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH 10.2. 2" FOR CONCRETE EXPOSED TO EARTH AND WEATHER 10.3. 1112" FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY REINFORCEMENT. 11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE DETERMINED FROM FOUNDATION PLAN, CONTACT THE ENGINEER OF RECORD. 12. STEM WALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF STEM WALL WILL EXCEED SIX (6) COURSES IN HEIGHT. 7. HORIZONTAL JOINT R E I N F O R C I N G S H A L L B E U S E D F O R A L L M A S O N R Y C O N S T R U C T I O N . A N D SHALL CONSIST OF 9 G A G E , G A L V A N I Z E D , L A D D E R T Y P E R E I N F O R C I N G C O N F O R M I N G T O A S T M A82, SPACED AT 16" O. C . V E R T I C A L M A X . 8. WHEN GROUT POURS E X C E E D 5 F E E T I N H E I G H T , P R O V I D E A C L E A N - O U T H O L E A T T H E B O T T O M CELL. CLEAN THE CE L L B Y R E M O V I N G A L L M O R T A R , D E B R I S , L O O S E A G G R E G A T E S A N D A N Y MATERIAL DELETERIO U S T O M A S O N R Y G R O U T . I N S T A L L A N D S E C U R E L Y T I E T H E V E R T I C A L STEEL REINFORCEME N T T O G E T H E R . C L O S E T H E O P E N I N G A F T E R I N S P E C T I O N . 9. ALL MASONRY WALLS S H A L L B E S E C U R E L Y B R A C E D U N T I L F L O O R O R R O O F S Y S T E M H A S B E E N INSTALLED AND HAS B E C O M E C A P A B L E O F S T A B I L I Z I N G T H E W A L L S . R E I N F O R C E D M A S O N R Y UNITS SHALL BE FILLE D S O L I D W I T H 3 0 0 0 P S I G R O U T A S I N D I C A T E D O N P L A N S . 13. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEM WALLS, THE TOP TWO COURSES OF STEM WALL MUST BE 10. CASTCRETE PRECAST L I N T E L S T O B E U S E D O V E R A L L O P E N I N G S , U N O . S E E P L A N F O R S I Z E A N D FILLED. REINFORCEMENT. FRAMING NOTES LOAD TABLE 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2020 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. ROOF: LIVE LOAD: 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. DEAD LOAD: 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE TREATED. 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. 7. DIMENSION LUMBER 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH SIMPSON STRONG-TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND LENGTH PER THE DETAILS. 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED BELOW: 8d=0.131"x2-1/2" 10d =0.148"x3" 12d =0.148"x3-1/4" 16d = 0.162" X 3-112" 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN AND/OR THE FOOTING DETAILS SHEET. 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. S1.01 S2.01 SHEET INDEX GENERAL NOTES/FOUNDATION PLAN AND DETAILS FRAMING PLAN AND DETAILS CEILING: LIVE LOAD: LIVE LOAD-STORAGE: DEAD LOAD: FLOOR: LIVE LOAD: DEAD LOAD: DECK LIVE LOAD: WIND LOADS: WIND SPEED: EXPOSURE: IMPORTANCE: BUILDING CATEGORY: ENCLOSED BUILDING: INTERIOR PRESSURE COEFFICIENT: ROOF PITCH: 2 0 . 0 P S F 7 . 0 P S F 0 . 0 P S F 3 0 . 0 P S F 5 . 0 P S F 4 0 . 0 P S F 1 0 . 0 P S F 5 0 . 0 P S F 1 3 0 M P H C 1 . 0 I I 0 . 1 8 F L A T R O O F C O M P O N E N T A N D C L A D D I N G D E S I G N P R E S S U R E S E F F E C T I V E E N D Z O N E S , P S F I N T E R I O R Z O N E S , A R E A , S F P S F 0 - 2 0 2 4 . 4 - 3 2 . 0 2 4 . 4 - 2 6 . 6 2 0 - 5 0 2 2 . 9 - 2 8 . 8 2 2 . 9 - 2 5 . 3 5 0 - 1 0 0 2 1 . 6 - 2 7 . 2 2 1 . 6 - 2 4 . 0 1 0 0 - 2 0 0 2 0 . 8 - 2 4 . 4 2 0 . 8 - 2 2 . 9 D E T A I L 1 / S 1 . 0 1 , - - - - - - - - - - - - - - - - - - T 7 ~ - - - - - - - " = L c . = - = = = = = = = = = = = = = ' I I , - - - - - - - - - - - - - - - - j D E T A I L 1 / S 1 . 0 1 \ ' ' ' ' ' L _ _ _ _ J D E T A I L 1 / S 2 . 0 1 D E T A I L 1 / S 1 . 0 1 0 4 S ? 1 ~ . . N D A T I O N P L A N 0 © _ , , , , , - - 8 X 1 6 " M A S O N R Y C O L U M N . S E E / S E C T I O N 1 / S 2 . 0 1 , . . . . . . . _ , / . . . . , , . , r P A V E R D E C K - - - - - - - - , - ' I I _ _ _ _ _ _ _ _ , _ _ _ _ _ _ . . . - + - - - - ' - - - - - - - / 2 4 " X 2 4 " X 1 2 " F O O T I N G W I T H ( 3 ) / # 5 B A R S E A C H W A Y , - - - - - J _ I J - . L j _ , , , . - - - - - - V E R T I C A L R E I N F O R C E M E N T r - V _ . , , , , . - - T O H A V E 9 " B E N D A T B O T T O M A N D B E E M B E D D E D 4 " I N T O T O P C O U R S E . . 9 ; . . . l - , , _ _ _ ~ l = - - 2 · - - o · ~ ~ " ~ F O O T I N G T O B E A R O N F I R M U N D I S T U R B E D S O I L . 2 4 " x 2 4 " x 1 2 " D E E P F O O T I N G W I T H ( 3 ) # 5 B A R S E A C H W A Y 1 6 " x 1 6 " x 1 2 " D E E P F O O T I N G W I T H ( 2 ) # 5 B A R S E A C H W A Y , - . , , - - - , 8 X 1 6 " M A S O N R Y C O L U M N . S E E S E C T I O N 1 / S 2 . 0 1 - - - - - - - - T + - - t t - - - - - < - - r - - L - P A V E R D E C K - ~ • ~ - - - - - 1 - _ _ ~ - - _ _ L _ _ _ _ _ _ _ _ J _ _ / _ 2 4 " X 2 4 " X 1 2 " F O O T I N G W I T H ( 3 ) # 5 B A R S E A C H W A Y r _ _ J _ ' t - - ' - L - - : : : : c , , . - - - V E R T I C A L R E I N F O R C E M E N T r - i - - - - - - - - - - T O H A V E 9 " B E N D A T B O T T O M A N D B E E M B E D D E D 4 " I N T O T O P C O U R S E . . 9 ; . . . l - ~ - - ~ - F - - - 2 ' - 0 " ~ " ~ F O O T I N G T O B E A R O N F I R M U N D I S T U R B E D S O I L . T H I S I T E M H A S B E E N E L E C T R O N I C A L L Y S I G N E D A N D S E A L E D B Y G E O F F G A R T N E R , P E , U S I N G A D I G I T A L S I G N A T U R E . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D S I G N E D A N D S E A L E D W I T H O U T T H I S S T A T E M E N T . ( F A C 6 1 G 1 5 - 2 3 . 0 0 5 ( D ) & 6 1 G 1 - 1 6 . 0 0 5 ) . 0 C l C l a . ; : ; : a . C l C l < ( C l C l > - ; : ; : " ' C l C l 0 ~ i j > w C l ' . - 0 N z < ( I - z ~ w " . c " . . . , E z 0 . . . , a ( ) w z 0 : i : . c i = C l ' . ( / ) 0 a . 0 . . . , 7 i i ' u _ 0 ( ) 0 0 ( / ) w a . w = > > 0 ( / ) w ~ C l ' . ' ) I ' ) I . , . , ; . ; 0 , b w 0 0 ( / ) ~ z 0 ~ > 0 N w z - C l ' . w ( . ) z w 0 l l J - > I U ) 0 : : w _ J ( . ) 0 L L - C l ' . ' . J : z ~ J : w u ~ a . . l l J < ( c c l l J U ) U ) u c c < ( 0 I - u ~ C l ' . ' . z I - < ( z 0 0 _ J < ( ! ; ; : _ J I ( ! ) I - I - I 0 < ( - C \ I . . . J r - - 0 ~ N C l ' . ' . < ( ( . ) - s : . N 0 . c ' ) I i - C J A ' C J j ~ . , 0 ~ ; : " ; : e C l . . , b ~ C l m C l C . . ; a ~ C . 0 ( ) < ( 0 0 a , N u N ' ° C : " ' < O 0 , . . . . C l : / 1 i i i : C : W < ( . , a . ( ) : , m m e n . . , . . , C : · c · c : 0 0 0 U ) ( ) u : : : u : : : Q ) " " ' 0 ~ " ' ( . ? ( ) 1 ' i ~ . ! l " ' Q ) · - . . . , " O a u _ C : ( / ) . - < ~ a f t s l ! : ! m < i : - " ' 0 " ' m - ~ ' E = g N " ' > . 0 C - ( / ) 0 . . N o ~ " ! @ 0 n : l ~ " ' 7 0 , S h e e t N o . S 1 . 0 1 I _________________ I r-----------------1 T-----------------; lcccccccccccccccccl I l _________________ J (2) 14" LVL ----------------1 f-------';2X~6~A~R~B~O~R;-;;;;=;c;--::;o4[J' 1 JOISTS AT 16" O.C. tccccccccccccccccct 8x16 CMU COLUMN, BOTH CELLS FILLED WITH (1) #5 BAR AND 3000PSI GROUT. 2X6COVERED PORCH JOISTS AT 16"0.C. 1 _________________ 1 1-----------------1 (2) 14" LVL (2)114" LVL G3~ (2) 2X10 2:1 O~}~~T LEVEL WALL PLAN ( 2 ) 1 4 " L V L . F A S T E N T O C O L U M N W I T H ( 2 ) H T S M 2 0 , ( 8 ) 1 0 d N A I L S I N L V L , ( 4 ) ¾ " X 2 - 1 / 4 " T I T E N S I N C M U , T Y P 6 L O C A T I O N S . F I L L E R A S N E E D E D ( 2 ) 1 4 " L V L 2 X 6 A T 1 6 " 0 . C . F I L L E R A S N E E D E D M O I S T U R E B A R R I E R B E T W E E N L V L A N D C M U B Y C O N T R A C T O R . 8 X 1 6 C M U C O L W I T H ( 1 ) # 5 A N D 3 0 0 0 P S I G R O U T I N E A C H C E L L . - - - ~ O P E N A R B O R 2 3 / 4 " C 1 ' - 0 " S E E S E C T I O N 1 / S 2 . 0 1 F O R F O U N D A T I O N S P E C I F I C A T I O N S . ( 2 ) 1 4 " L V L . F A S T E N T O C O L U M N / F A S T E N L V L T O E X I S T I N G W I T H ( 2 ) H T S M 2 0 , ( 8 ) 1 0 d N A I L S I N W A L L S T U D S W I T H ( 2 ) R O W S L V L , ( 4 ) i " X 2 - 1 / 4 " T I T E N S I N C M U , ( 2 ) 1 4 • L V L O F S D S 2 5 6 0 0 A T 1 2 " O . C . T Y P 6 L O C A T I O N S . ~ ~ / S E E S H E A T H I N G N O T E S \ ~ D b - ~ L U ~ S ~ 2 ~ 6 - - . . d b - ~ / - r ~ ~ 2 ~ X ~ 6 ~ A ~ T ~ 1 6 ~ " ~ 0 ~ . C ~ - - ~ L ~ U ~ S 2 ~ 6 - ~ ~ = ; ; : : : j \ / r l l ~ ~ ~ : ; ~ - - [ ~ F I L L E R A S \ _ F I L L E R A ~ L l ~ _ . . J ~ ~ t - = = = = = = = = = = = = = = = = = N E E D E D T & G N E E D E D _ J ~ ~ r E X I S T I N G W A L L S M O I S T U R E B A R R I E R > - < t - - - - < I B E T W E E N L V L A N D C M U B Y C O N T R A C T O R . 8 X 1 6 C M U C O L W I T H ( 1 ) # 5 A N D 3 0 0 0 P S I G R O U T I N E A C H C E L L . 8 X 1 6 C M U C O L W I T H ( 1 ) # 5 A N D 3 0 0 0 P S I G R O U T I N E A C H C E L L . 1 6 " X 1 6 " x 1 2 " W / ( 2 ) # 5 B A R S E A C H W A Y ~ L A P V E R T I C A L R E I N F O R C E M E N T 3 0 " . V V - - - - - - - - - - , - ~ - - + - - t t - + - - - f - · - - - - - - - - - - - - - - - , - - - - - , - - - - - . - - - - - . I I I - T - - ( ( r = - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - P O O L E N G I N E E R I N G B Y O T H E R S ~ 1 . f - - 4 - - - - ' - - ' - - - + - - - - - - - - - - - . L - - - - - - - . . . L . . - - ' k - - + - - - I I j " ' 4 - - - 1 8 " 0 S O N O T U B E I 4 • - - - - - - - - - E X T E N D S 2 " I N T O F O O T I N G 1 - - - t - - , , - f - - + - - ' _ _ , " ' ~ • I ~ . , t I L ~ 8 " 0 S O N O T U B E W I T H • 4 1 / ( 1 ) # 5 V E R T I C A L . · i • / E X T E N D R E B A R I N T O I • ~ ~ ~ 6 1 N G W I T H 6 " I I . , . ~ - . I - i I • I • I I · . 1 , , • I 4 ! - 1 • I ~ 4 · 1 . i . , ' • I I I I i : w " G : : i i ' ~ " _ _ , w u : 6 ' ; . . . , l _ • . I • : ~ M A T C H P O O L B O T T O M - , . E L E V A T I O N I 2 ' - 0 R - - - - - - - , : - - - - V E R T I C A L R E I N F O R C E M E N T T O H A V E 9 " B E N D A T B O T T O M I " - c - - ~ > + - - + - H ~ 2 4 " X 2 4 " x 1 2 " W I ( 3 ) # 5 B A R S E A C H W A Y - l i e = = I I I I ' ' I ~ 1 1 1 1 ~ 1 1 1 ~ n , , + u = 1 ~ Y P I C A L S E C T I O N 3 / 4 " = 1 ' - 0 " " " - - < 1 / / . . . . : ' ' - . . . . . . . . ' ' ' • • , . ' ' I ' , . ' ' ' • ' ' ' ' ' I I I I I I I I I I I I I I F R A M I N G N O T E S A N D L E G E N D T O P A N D B O T T O M P L A T E M A T E R I A L : 2 x N o . 2 S Y P , U N O . S T U D M A T E R I A L : 2 x N o . 2 S P F , U N O . H E A D E R S : A L L H E A D E R S A R E ( 2 ) 2 x 6 N o . 2 S Y P W I T H T W O K I N G S A N D O N E C R I P P L E , U N O . F A S T E N H E A D E R L U M B E R T O G E T H E R U S I N G ( 2 ) R O W S O F 1 6 d ( 0 . 1 4 8 " X 3 . 5 " ) C O M M O N N A I L S A T 1 2 " O N C E N T E R . U S E O S B S H I M S A S N E C E S S A R Y T O M A K E T H E H E A D E R T H I C K N E S S E Q U A L T O T H A T O F T H E W A L L I T I S I N . S E E T H E H E A D E R D E T A I L F O R F A S T E N I N G S P E C I F I C A T I O N S . H E A D E R N O T A T I O N I S : N U M B E R O F P L I E S I N H E A D E R I N U M B E R O F K I N G S T U D S ( 2 ) , 2 x 6 , 2 : 1 ~ N U M B E R O F C R I P P L E S T U D S S I Z E O F D I M E N S I O N A L L U M B E R P O R C H / G L U L A M B E A M A B B R E V I A T I O N S : I C R L V L M I R M S R o . c . O S B S I M S P F S P H S Y P T Y P U N O C A N T I N T E R M E D I A T E C R I P P L E S R E Q U I R E D . H E A D E R T O C R I P P L E S W I T H S D W C 1 5 6 0 0 S C R E W S . 1 . 7 5 " W I D E 2 . 0 E T R U S J O I S T 2 . 0 E M I C R O L A M L V L O R E Q U I V A L E N T M I R R O R . M A C H I N E S T R E S S R A T E D L U M B E R . O N C E N T E R . O R I E N T E D S T R A N D B O A R D . S I M I L A R . S P R U C E P I N E F I R . S T R U C T U R A L P A N E L H E A D E R S O U T H E R N Y E L L O W P I N E . T Y P I C A L . U N L E S S N O T E D O T H E R W I S E . C A N T I L E V E R T O P P L A T E T O H E A D E R . S S P O R S D W C 1 5 6 0 0 A T 1 6 " o . c . E X I S T I N G T O P P L A T E T O R E M A I N . K I N G S T U D S T O T O P A N D B O T T O M P L A T E W I T H S S P O R S D W C 1 5 6 0 0 . _ _ _ _ _ L L _ _ N E W H E A D E R . S E E P L A N F O R S I Z E , K I N G S A N D C R I P P L E S . - - - - - - - - - / - , ' • ' . , , ' ' ' I > k ' , , ' · ' • • ' ' ' • ' • ' ' • , , ' ' • , , ' ' ' C R I P P L E S T O H E A D E R : M S T A 1 8 W I T H ( 6 ) 1 0 d I N H E A D E R , ( 8 ) 1 0 d I N C R I P P L E O P E N I N G B U C K S A S N E E D E D , F A S T E N A T E N D S W I T H ( 3 ) 1 0 d T O E - N A I L S . C R I P P L E S / K I N G T O B O T T O M P L A T E W I T H S S P O R S D W C 1 5 4 5 0 . 1 / 2 " X 6 " T I T E N H D S C R E W S N O F U R T H E R T H A N 3 " A W A Y F R O M C R I P P L E S T U D S . E X I S T I N G F O O T I N G T O R E M A I N 1 1 1 1 1 1 1 1 1 1 1 1 1 1 r i 1 1 1 1 1 1 1 1 1 1 1 n I I 1 = = 1 1 1 - 1 1 1 - 1 1 1 - 1 I 1 - 0 ~ . ~ t ~ E R F R A M I N G D E T A I L T H I S I T E M H A S B E E N E L E C T R O N I C A L L Y S I G N E D A N D S E A L E D B Y G E O F F G A R T N E R , P E , U S I N G A D I G I T A L S I G N A T U R E . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D S I G N E D A N D S E A L E D W I T H O U T T H I S S T A T E M E N T . ( F A C 6 1 G 1 5 - 2 3 . 0 0 5 ( D ) & 6 1 G 1 - 1 6 . 0 0 5 ) . 0 i j - N ~ . c E a z . c 0 7 " ' z 0 ~ > U J C l ' . I ( . ) z ~ C l ) < ( ~ 0 I I - i - C J ~ ; ; : ~ e > D D C l a . ; : a . C l < ( C l > - ; : " ' C l U J > U J C l ' . D z < ( t - z U J " " z 0 0 ( ) i = C l ' . a . 0 i i ' u _ ( ) D " ' U J U J = > D " ' ~ ' : ' . , U J ; . ; 0 ~ 0 z w ( . ) z w 0 - C l ) w C l ' . ' . w a . . C l ) 0 C l ' . ' . 0 ( . ! ) I . . . J 0 N C l ' . ' . < ( ( . ) A ' C J " ; : m e > ~ ( ) 0 z < ( C l ; : C l C l ; : C l _ _ , _ _ , w I " ' _ _ , 0 0 a . > w C l ' . ' : ' . , 0 , b 0 N L U > 0 : : 0 J : ~ L U c c u I - z < ( . . . J ! ; ; : 0 C \ I r - - ~ s : . . c j ~ e C l C . C . < ( z C l ) < ( _ J _ J - ( l _ < ( ( 9 1 - z w _ o ~ ~ L L 0 u C : C l C : . , : , e n C : 0 U ) ( ) Q ) " " ' ~ ( . ? ~ Q ) " O C : - < ~ < i : ~ N 0 N @ S h e e t N o . . . . J L L J : u < ( L U c c u I - z < ( . . . J I - < ( - N 0 ' : ' . , 0 . . , b . ; a D a , N N ' ° " ' < O 0 , . . . . : / 1 i i i : W < ( a . ( ) m m . . , . . , · c · c : 0 0 u : : : u : : : 0 " ' ( ) 1 ' i . ! l " ' · - _ _ , a u _ ( / ) . a f t s l ! : ! m - " ' 0 " ' m - ' E = g " ' > . C - ( / ) 0 . . o ~ " ! 0 n : l ~ " ' 7 0 , S 2 . 0 1 # Á Á Á - ' / 40'-0"7'-0"10'-0"7'-0" 5 ' B R L 5 ' B R L 5' BRLPOOL10' BRL E X I S T I N G H O M E PROPOSEDHOT TUBPROPOSEDFIRE PIT 90"x38"SUN SHELFPROPOSEDPOOL E X I S T I N G A / C P A D E X I S T I N G D R I V E W A Y E X I S T I N G W A L K W A Y 1 2 0 ' 1 2 0 ' 55' 55' S C A L E : 1 / 4 " = 1 ' - 0 " T G C T G N G X C V K Q P A 1 2 S C A L E : N . T . S . U K V G R N C P A 1 1 NEW FRENCH DOORS 124 126 11'-6" 1'-4"8'-2" 11'-6" 1'-4"8'-2" SCALE: 1/4" = 1'-0"NGHVUKFGGNGXCVKQPA13 S C A L E : 1 / 4 " = 1 ' - 0 " T K I J V U K F G G N G X C V K Q P A 1 4 EXISTING PALMTO REMAINEXISTING PALMTO BE RELOCATEDRELOCATEDEXISTING PALM 27'-0"13'-0"EXISTINGCOVEREDPORCHGRILLREF PROPOSEDARBOR PROPOSEDUNCOVEREDTERRACE NEW LOUVEREDDOOR NEW STEPSNEW LOUVEREDSCREENNEW LOUVEREDDOORNEW STEPS NEW LOUVEREDSCREEN NEW SUMMERKITCHEN 7'-0"PROPOSEDCOVEREDPORCH9'-0"1'-0" 1 2 4 1 2 7 11'-6" 1'-4"8'-2" E X I S T I N G S T U C C O P A R A P E T W A L L B E Y O N D N E W S T U C C O C O L U M N - P E A R L Y W H I T E 7 0 0 9 N E W P A I N T E D W O O D S H U T T E R - P U R E W H I T E 7 0 0 5 N E W S T U C C O B E A M - P E A R L Y W H I T E 7 0 0 9 W I T H F L A T R O O F B E Y O N D - R O O F S L O P E 1 / 4 " P E R F O O T . 2'-0" 2'-0" 2'-0" P O O L E Q U I P M E N T 4'-0" 7 ' - 0 " NEW STUCCO COLUMN -PEARLY WHITE 7009 NEW PAINTEDWOOD SHUTTER - PURE W H I T E 7 0 0 5 NEW STUCCO BEAM WITHFLAT ROOF BEYOND - PE A R L Y W H I T E 7 0 0 9 N E W P A I N T E D W O O D S H U T T E R - P U R E W H I T E 7 0 0 5 S C A L E : 1 / 4 " = 1 ' - 0 " R Q Q N G S W K R O G P V G P E N Q U W T G G N G X C V K Q P A 1 5 3'-6" N E W P A I N T E D P . T . H O R I Z O N T A L W O O D O N P . T . 2 x 4 W O O D P O S T S - P U R E W H I T E 7 0 0 5 7 ' - 0 " 3 ' - 0 " 9'-0"15'-0"6'-0"3'-0"8"5'-8"8" N E W P A I N T E D A L U M I N U M G U T T E R A N D D O W N S P O U T - P U R E W H I T E 7 0 0 5 C O V E R A G E O F L O T L O T A R E A : 6 6 0 0 S . F . 6 5 % C O V E R A G E : 4 2 9 0 S . F . E X I S T I N G C O V E R A G E : H O M E : 2 8 3 0 S . F . D R I V E W A Y : 4 6 0 S . F . F R O N T W A L K W A Y : 4 2 S . F . A / C P A D : 1 2 S . F . T O T A L I M P E R V I O U S : 3 3 4 4 S . F . P R O P O S E D C O V E R A G E : H O M E : 2 8 3 0 S . F . D R I V E W A Y : 4 6 0 S . F . F R O N T W A L K W A Y : 4 2 S . F . A / C P A D : 1 2 S . F . N E W P O R C H : 1 8 9 S . F . A R B O R : 9 1 S . F . T E R R A C E A T A R B O R : 7 2 S . F . P O O L T E R R A C E : 1 4 8 S . F . P O O L : 2 5 2 x . 5 = 1 2 6 S . F . T O T A L I M P E R V I O U S : 3 9 7 0 S . F . POOL TERRACE TO BE12" X 24" PAVERS. 28'-6" -------------------------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ■ - - - - - - - - - - - - - - - ■ till r-,--I I I ,_ I I I 11-1 - -1-1 1 - 1 - - 1 - 1 1 - 1 1 - 1 - - 1 - 1 1 - 1 - - 1 - 1 1 - 1 - - 1 - 1 1 - 1 I -! ! 1r'-------,r-r --~-------+-------~-----~~----------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I I I I I I L. till 0 -0 1 I I I I I -' I I I I I I I : I I I I I I I I I I I I I I I I I I -- I I I I I I I I I I I I \ -------~ ---------I I I \ u - ~ \ J D □ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , - I I □ ' ( D 7 I I I I I I ' I I I I I I I I I I I I --+-------+--------!-'-----~~---------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~ I I ,_ I I I I I I 11-1 - -1-11-1 - - 1 - 1 1 - 1 - 1 1 1 1 - - = = - - 1 - 1 1 - 1 - - 0 1 1 0 1 - 1 1 - 1 - L , - - - - - - - - - - - L - - - - - - - - - - - - , _ 1 - 1 1 - 1 ~ r - - - - - - - + - - - - - - - 1 - 1 1 - , I I I I - I - - I - I I I I - 1 - 1 1 - 1 _ J n ' ' - - 0 0 ■ - - - - - - - - - - - - - - - ■ K E : V I N E : , M U L - L - I C A N t ? E : 5 1 u N E : R , I N C , ( 9 0 4 ) 7 4 0 - 0 0 7 4 ■ - - - - - - - - - - - - - - - ■ N o : D A T E : R E V I S I O N S : ' 1 ' 6 / 2 3 / 2 1 B U I L D I N G D E P T C O M M E N l S . ~ 4 ■ - - - - - - - - - - - - - - - ■ H O M E : R E : N O V A 1 I O N f O R C A R Z O L - 1 / u O R 0 5 P E : ■ ■ P L - A N A N D t : : L - t : : V A 1 1 0 N 5 T h i s d r a w i n g I s a n I n s t r u m e n t o f s e r v i c e a n d t h e p r o p e r t y o f K e v i n E . M u l l i c a n . a n d s h a l l r e m a i n h i s p r o p e r t y . l h e u a e o f t h i s d r a w i n g s h a l l b e r e o l r l c t o d t o t h o o r i g i n a l o f t o f o r w h i c h I t l o p r o - p a r e d a n d p u b l l c a t l a n l h w o a f l a " " P , _ Y l l m l t o d t a a , c h u n . J a b N o : S h e e t N o : D a t e : S c a l e : D r a w n : C h e c k e d : ■ ■ # Á Á Á - ' / 40'-0"7'-0"10'-0"7'-0" 5 ' B R L 5 ' B R L 5' BRLPOOL10' BRL E X I S T I N G H O M E PROPOSEDHOT TUBPROPOSEDFIRE PIT 90"x38"SUN SHELFPROPOSEDPOOL E X I S T I N G A / C P A D E X I S T I N G D R I V E W A Y E X I S T I N G W A L K W A Y 1 2 0 ' 1 2 0 ' 55' 55' S C A L E : 1 / 4 " = 1 ' - 0 " T G C T G N G X C V K Q P A 1 2 S C A L E : N . T . S . U K V G R N C P A 1 1 NEW FRENCH DOORS 124 126 11'-6" 1'-4"8'-2" 11'-6" 1'-4"8'-2" SCALE: 1/4" = 1'-0"NGHVUKFGGNGXCVKQPA13 S C A L E : 1 / 4 " = 1 ' - 0 " T K I J V U K F G G N G X C V K Q P A 1 4 EXISTING PALMTO REMAINEXISTING PALMTO BE RELOCATEDRELOCATEDEXISTING PALM 27'-0"13'-0"EXISTINGCOVEREDPORCHGRILLREF PROPOSEDARBOR PROPOSEDUNCOVEREDTERRACE NEW LOUVEREDDOOR NEW STEPSNEW LOUVEREDSCREENNEW LOUVEREDDOORNEW STEPS NEW LOUVEREDSCREEN NEW SUMMERKITCHEN 7'-0"PROPOSEDCOVEREDPORCH9'-0"1'-0" 1 2 4 1 2 7 11'-6" 1'-4"8'-2" E X I S T I N G S T U C C O P A R A P E T W A L L B E Y O N D N E W S T U C C O C O L U M N - P E A R L Y W H I T E 7 0 0 9 N E W P A I N T E D W O O D S H U T T E R - P U R E W H I T E 7 0 0 5 N E W S T U C C O B E A M - P E A R L Y W H I T E 7 0 0 9 W I T H F L A T R O O F B E Y O N D - R O O F S L O P E 1 / 4 " P E R F O O T . 2'-0" 2'-0" 2'-0" P O O L E Q U I P M E N T 4'-0" 7 ' - 0 " NEW STUCCO COLUMN -PEARLY WHITE 7009 NEW PAINTEDWOOD SHUTTER - PURE W H I T E 7 0 0 5 NEW STUCCO BEAM WITHFLAT ROOF BEYOND - PE A R L Y W H I T E 7 0 0 9 N E W P A I N T E D W O O D S H U T T E R - P U R E W H I T E 7 0 0 5 S C A L E : 1 / 4 " = 1 ' - 0 " R Q Q N G S W K R O G P V G P E N Q U W T G G N G X C V K Q P A 1 5 3'-6" N E W P A I N T E D P . T . H O R I Z O N T A L W O O D O N P . T . 2 x 4 W O O D P O S T S - P U R E W H I T E 7 0 0 5 7 ' - 0 " 3 ' - 0 " 9'-0"15'-0"6'-0"3'-0"8"5'-8"8" N E W P A I N T E D A L U M I N U M G U T T E R A N D D O W N S P O U T - P U R E W H I T E 7 0 0 5 C O V E R A G E O F L O T L O T A R E A : 6 6 0 0 S . F . 6 5 % C O V E R A G E : 4 2 9 0 S . F . E X I S T I N G C O V E R A G E : H O M E : 2 8 3 0 S . F . D R I V E W A Y : 4 6 0 S . F . F R O N T W A L K W A Y : 4 2 S . F . A / C P A D : 1 2 S . F . T O T A L I M P E R V I O U S : 3 3 4 4 S . F . P R O P O S E D C O V E R A G E : H O M E : 2 8 3 0 S . F . D R I V E W A Y : 4 6 0 S . F . F R O N T W A L K W A Y : 4 2 S . F . A / C P A D : 1 2 S . F . N E W P O R C H : 1 8 9 S . F . A R B O R : 9 1 S . F . T E R R A C E A T A R B O R : 7 2 S . F . P O O L T E R R A C E : 1 4 8 S . F . P O O L : 2 5 2 x . 5 = 1 2 6 S . F . T O T A L I M P E R V I O U S : 3 9 7 0 S . F . POOL TERRACE TO BE12" X 24" PAVERS. 28'-6" -------------------------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ■ - - - - - - - - - - - - - - - ■ till r-,--I I I ,_ I I I 11-1 - -1-1 1 - 1 - - 1 - 1 1 - 1 1 - 1 - - 1 - 1 1 - 1 - - 1 - 1 1 - 1 - - 1 - 1 1 - 1 I -! ! 1r'-------,r-r --~-------+-------~-----~~----------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I I I I I I L. till 0 -0 1 I I I I I -' I I I I I I I : I I I I I I I I I I I I I I I I I I -- I I I I I I I I I I I I \ -------~ ---------I I I \ u - ~ \ J D □ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , - I I □ ' ( D 7 I I I I I I ' I I I I I I I I I I I I --+-------+--------!-'-----~~---------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~ I I ,_ I I I I I I 11-1 - -1-11-1 - - 1 - 1 1 - 1 - 1 1 1 1 - - = = - - 1 - 1 1 - 1 - - 0 1 1 0 1 - 1 1 - 1 - L , - - - - - - - - - - - L - - - - - - - - - - - - , _ 1 - 1 1 - 1 ~ r - - - - - - - + - - - - - - - 1 - 1 1 - , I I I I - I - - I - I I I I - 1 - 1 1 - 1 _ J n ' ' - - 0 0 ■ - - - - - - - - - - - - - - - ■ K E : V I N E : , M U L - L - I C A N t ? E : 5 1 u N E : R , I N C , ( 9 0 4 ) 7 4 0 - 0 0 7 4 ■ - - - - - - - - - - - - - - - ■ N o : D A T E : R E V I S I O N S : ' 1 ' 6 / 2 3 / 2 1 B U I L D I N G D E P T C O M M E N l S . ~ 4 ■ - - - - - - - - - - - - - - - ■ H O M E : R E : N O V A 1 I O N f O R C A R Z O L - 1 / u O R 0 5 P E : ■ ■ P L - A N A N D t : : L - t : : V A 1 1 0 N 5 T h i s d r a w i n g I s a n I n s t r u m e n t o f s e r v i c e a n d t h e p r o p e r t y o f K e v i n E . M u l l i c a n . a n d s h a l l r e m a i n h i s p r o p e r t y . l h e u a e o f t h i s d r a w i n g s h a l l b e r e o l r l c t o d t o t h o o r i g i n a l o f t o f o r w h i c h I t l o p r o - p a r e d a n d p u b l l c a t l a n l h w o a f l a " " P , _ Y l l m l t o d t a a , c h u n . J a b N o : S h e e t N o : D a t e : S c a l e : D r a w n : C h e c k e d : ■ ■ Y C N N U G E V K Q P R Q T E J S C A L E : 1 / 2 " = 1 ' - 0 " A 3 1 # Á Á Á Á GRADE 10'-11 2" " H Y D R O S T O P " M E M B R A N E R O O F W I T H M E T A L F L A S H I N G E X I S T I N G H O M E T A P E R T O P 1 / 4 " P E R F O O T T O D R A I N T O N O R T H A N D S O U T H G U T T E R S . 2 x 6 P . T . W O O D F R A M I N G S T U C C O O V E R 8 x 1 6 C . M . U . S T U C C O F I N I S H T O M A T C H E X I S T I N G H O M E . P E A R L Y W H I T E - 7 0 0 9 S E E S T R U C T U R A L D R A W I N G S F O R A L L F R A M I N G S I Z E S A N D C O N N E C T I O N S . M E T A L F L A S H I N G C U T I N T O E X I S T I N G S T U C C O . 11'-6" Y C N N U G E V K Q P C T D Q T S C A L E : 1 / 2 " = 1 ' - 0 " A 3 2 GRADE A R B O R M E M B E R S T O B E P A I N T E D - P U R E W H I T E 7 0 0 5 N O T E : B O T T O M O F M E M B E R T O A L I G N W I T H B O T T O M O F A D J A C E N T P O R C H C E I L I N G S T U C C O O V E R 8 x 1 6 C . M . U . S T U C C O F I N I S H T O M A T C H E X I S T I N G H O M E . P E A R L Y W H I T E - 7 0 0 9 11'-6" S T U C C O O V E R W A T E R P R O O F I N G O V E R 5 8 " C D X S H E A T H I N G O V E R P . T . W O O D F R A M I N G . S T U C C O F I N I S H T O M A T C H E X I S T I N G H O M E . P E A R L Y W H I T E - 7 0 0 9 S T U C C O O V E R W A T E R P R O O F I N G O V E R 5 8 " C D X S H E A T H I N G O V E R P . T . W O O D F R A M I N G . S T U C C O F I N I S H T O M A T C H E X I S T I N G H O M E . P E A R L Y W H I T E - 7 0 0 9 S E E S T R U C T U R A L D R A W I N G S F O R A L L F R A M I N G S I Z E S A N D C O N N E C T I O N S . :.• . _ : . · . . , . _._., · • . - - · · . , . ... , . . : - , . - . . ; : - : : • - ' ,: . · . ,_,· . . " · · • " • ' . ' .-._ . . , . . · . -.-:; · , . - ~ - ----------,--~-. · - ; - . : : .. , . . · , . : · . - · . f f i , , · - · . - . . : ' : : · · , , : : ; . . . . . . , , . · · . . , : } . , . : ' • ; : : , , . ; . · · • . · : : . . . , . _ . . . : . , . . ~ · · - , : - ~ . : , , · . : : : } . , . ; · , , - · : - · · . . , , _ . . . _ ; - · . , . - - : , ' . ' . - a : : . . . . . . . . , · ' . ' · : - ~ , . . . . . . - 8 8 : . - , - : · ~ ~ - , . . . ' . . · · , ; - . . , . . . - . · : ~ - - . • : : . . . • , · , . ~ . . . . · . : . ~ . : · " . . · . . - · - - ■ ■ ■ ■ K E : V I N E : M U L - L - I C A N t ? E : 5 1 u N E : R , I N C ( 9 0 4 ) 7 4 0 - 0 0 7 4 ■ ■ N o : D A l E : R E V I S I O N S : A \ 6 / 2 3 / 2 1 B U I L D I N G D E P T C O M M E N 1 S / 2 \ ~ ~ ■ - - - - - - - - - - - - - - - - - - - - - ■ H O M E : R E : N O V A 1 I O N F O R C A R Z O L - 1 / u O R O 5 P E : ■ - - - - - - - - - - - - - - - - - - - - - ■ E : : X f f : R I O R W A L - L - 5 E : : C 1 1 0 N 5 T h i • d r a w i n g I s a n I n s t r u m e n t o f s e r v i c e a n d t h e p r o p e r t y o f K e v i n E . M u l l i c a n . a n d ■ h a l l r e m a i n h i s p r o p e r t y . l h e U N o f t h i s d r a w i n g s h a l l b o r e o l r l c t o d t o t h e c r i g l n a l o l t o f a r w h i c h I t l o p r e - - p e n d a n d p u b l t c a t t o n t h e r e o f 1 1 e x p r H ■ l y l l m t t e d t o M i c h U N . J o b N o : S h o o t N o : D a t e : S c a l e : D r a w n : a , o c 1 c o c 1 : ■ - - - - - - - - - - - - - - - - - - - - - ■ A C C 2 1 - 0 0 3 8 PRODUCT A P P R O V A L I N F O R M A T I O N S H E E T F O R T H E C I T Y O F A T L A N T I C B E A C H , F L O R I D A ( * R E Q U I R E D ) *Project Address: . . 2D ~ n , l i ( _ _ . · ~ ~ , J ~ " - - _ , ; ; ; . _ - - = - ' - - _ - - : _ _ _ _ _ _ _ _ _ _ _ P e r m i t # : _ _ _ _ _ _ _ _ _ _ _ As required by Florida Statute 5 5 3 . 8 4 2 a n d F l o r i d a A d m i n i s t r a t i v e C o d e R u l e 9 8 - 7 2 , p l e a s e p r o v i d e t h e i n f o r m a t i o n a n d p r o d u c t a p p r o v a l n u m b e r ( s ) f o r the building components liste d b e l o w a s a p p l i c a b l e t o t h e b u i l d i n g c o n s t r u c t i o n p r o j e c t f o r t h e p e r m i t n u m b e r l i s t e d a b o v e . Y o u s h o u l d c o n t a c t y o u r product supplier if you do not k n o w t h e p r o d u c t a p p r o v a l n u m b e r f o r a n y o f t h e a p p l i c a b l e l i s t e d p r o d u c t s . I n f o r m a t i o n r e g a r d i n g s t a t e w i d e p r o d u c t approval may be obtained at: w w w . f l o r i d a b u i l d i n g . o r g . . . ,,~,," , ~·\c ,,, -'6 . - , ~ · . . , ' ; ~ r \ l 1 , t ; J . I , . . - ' ' . - ! ~ L t ' - - r , , . t i ~ ; 1 t ~ a t i , 1 p _ ~ ~ u ' s e . ' . , · · - , . ! i : J , . , , I I ; ~ : · ' : ' • ' l • , , ' . " Catf;!gory/Subtateg_qty .. ' M a n u f a c t u r e r 1 : i " , . : , , r ~ d u c ~ D e s c r i p t i o ~ S t a t · e # . L o c a l # . , ' 1 : ~ . . . . \ ~ r . # ' ! { J . I " ' . . . , , , , " ' ' ' . ~ ' , . . . . - , , · : , . ' I ; , , . ' , ! , ' ' ' I ' ' " 1 - . . ' A. EXTERIOR DOORS ' ' ' ' ' ' ' ' ! , : ' ' ' , , ' ' . ' ' , ' , , . ' . ' ' • ' • , ' , . ' ' , , I , , \ ' " . ' ' 1. Swinging 2. Sliding 3. Sectional 4. Garage Roll-Up 5. Automatic 6. Other . ' ' ·: ' ' ' ' ' . ' : , , . ' . · , , : ' ' ' ' B. WINDOWS I ! ' ' ' ' ' ' ' , ' · ; ' . ' ' ' ' ' . . - ' ' ' " " ' ' " ' . 1. Single hung 2. Horizontal slider 3. Casement 4. Double hung 5. Fixed 6. Awning 7. Pass-through 8. Projected 9. Mullion 10. Wind breaker 11. Dual action 12. Other P a g e 1 o f 4 U p d a t e d 1 0 / 1 7 / 1 8 1 '\;: •;\ • <'·!, . n• .,:i:,t -;l,-,q_; ,t );:~!" l,1 ;_ - I · - ~ - ' i · . , ; f • a ' ' · · · . . ' \ ' ' ; : : ; : ; : - : \ ~ : R r o : a i ~ o t . D e s c r i p t i c , n . } . . , , · , . , . . . , , r : . . _ , . • c , , . . . , S t a t e . f l · • ; ' . , . t ! ' h t , . , , ~ : ! ' ' I ~ Category/Subcate10,·~~l' .,. , : • ~ - M a n u f a c t u . r e r C L * . • , , \ • , . f u ' I l · L o c a . l _ , ~ s - _ - ~ _ _ : . . . . " ' , , ' t ) j j . , _ · 1 m 1 ~ , t 1 1 ~ n , p \ , . s e · ; , . J ' - • Y r - · 1 • ' · , ~ \ ; , : - ' . t , , __ , ). _ ., , .. it "t•-\~.-, ' - - ~ - ' , , , , · , t , , ' 1 , ' ! 1 ~ ' \ t ' • , . , , ' ~ \ • ' ' • . l a ' . • . I ' • ~ \ ' ' ' ; ~ , _ , 7 ' I , ! I " , , , ' , } " 1 , I I , i f . ' . . ' . ' ' ' ' ' ' . ' , ' . i ' ~ - - - - - . . ' ' ' ' ' " ' . ' ' ' · . . ' C. PANEL WALL ' ' ' + ' . . ' ' ' ' , , · ' . . . . . ' , , ' , . ' '' ' . ' , , , . , , " ' " . ' . . . . . . . . . . " ' ' ' ! · , ' . , , . ' ' . , ' . . , . . . 1. Siding 2. Soffits 3. EIFS 4. Storef rants 5. Curtain walls 6. Wall louvers 7. Glass block 8. Membrane 9. Greenhouse 10. Synthetic stucco 11. Other . ,. ., ' ' ' . ' ' , ~ ' • ' l ' , . . . ' ' . D. ROOFING "PRODUCTS . " , ' . ' , ' , ' ' , ' , · , ' ' , , , • , ,•I ' ' . . ' . ' A , , : , , t l , \ - ' . , , . . ' , . . ' . . ' ' . , . ' . . 1. Asphalt shingles 1 ! 1 , I I - • • I I , ~ • \ 1 V ' - I \ . . A , . . , . c I V f F f l - f I r I . i . . I 2. Underlayments ~ . I l _ \ ( \ - - ' . . . . . , , , , - - I - , I - ~ - - - - ~ I - 3. Roofing fasteners. l 4. Nonstructural metal roof 5. Built-up roofing 6. Modified bitumen 7. Single ply roofing 8. Roofing tiles 9. Roofing insulation " · - - - I C ' - - ' , r - ' ) ~ ' 1 J ) - · ~ ~ ( 0 . , . r , . ~ ~ ~ , ~ 10. Waterproofing 1 1 1 · , . . . u · V L • ' - I I ~ j - - , J ; ' v / j - - ~ 1 ~ w f l ~ • 11. Wood shingles/shakes 12. Roofing slate 13. Liquid applied roofing 14. Cement-adhesive coats 15. Roof tile adhesive 16. Spray applied polyurethane roof 17. Other P a g e 2 o f 4 U p d a t e d 1 0 / 1 7 / 1 8 -. ;, -, ' : ,' ~-' '"· J~'J.~ ·:-.c '-'\, ' ' i ~ · : : , ~ . · · ' " . ' a , • • 1 · " · ( i l < l : i 1 l \ : : 1 . : P r Q d \ j C t D e s c r i p t i o n , L i n l . . J ~ f l i : ~ m : o f · U s e . ' ' : ( ' ; ' " [ ~ . . , , · ' . · " ' ' . ' ~ ; " , , . ' . , - ~ ~ ~ · - - · - , - , ~ _ 1 - - - , - ~ , ' · - ~ ~ ,, _ Category/Su,b~a~~gg;~ _ ..... . M a n u f a c t u r e r • , · : \ S t a t e # . ~ t ! o c a l # . : 1 ) \ ' " I , : ' ' ' · , , 1 1 • ' " - . , ' ' . , , , , , , , ~ : ' ' . . , - , . ' " -'' ' ' . , - - , - ' . ' - , , ' " . ' ' ' ' ' E. SHUTTERS ', ' ' : . ' ' , ·:: ,, ' • ' , : : ,, . • , . ' ' ' ' ' ,, ' ' ' ' ' -' :. ·.'· ; . . ' . : : ' ' ' ' . . .. . . . ' . . . . 1. Accordion 2. Bahama 3. Storm panels 4. Colonial 5. Roll-up 6. Equipment 7. Other ' . ' . ' - . - . - _ - ' ' ' ' . : , , · ' . . . - . . . . ' . . . : ' · · . • : . ; · : ' ' , " , . J • ' ' · · , ' . ' , . . , ' , ' . ; : , . . , ' ' , . - , '. ' : , . . · / F. STRUCTURAL ' " . • ' . . ' ' ' ' ' ' ' : . ' . ' ' ' ' . · , COMPONENTS . ' , , ' ' ' ' ' - - ' ' , " - ' ' . - - ' . - ' . 1.Wood s , _ t t , S ~ < f O ' - : > 2 ) • \ . f . - - - , , ~ I I " ) ' \ . ~ ~ • i · ~ - ~ ~ r v ' ~ I · n - , ~ connector/anchor ~ f f \ ~ r - 1 + • · - : , L , , , 2. Truss plates ~ ~ ~ - - c l ~ ' ' . ' • 3. Engineered lumber 4. Railing 5. Coolers--freezers 6. Concrete admixtures 7. Material 8. Insulation forms 9. Plastics 10. Deck-roof 11. Wall 12.Sheds 13. Other . . ' . - . ' . - , ' ' 1 ' . 1 , , ' ' . G. SKYLIGHTS ' ' ' . . . . · . . . ' . ' . ' ' , , , · ' - . , . ' . . . . . 1. Skylight 2. Other ~ - - . . . . H~ NEW EXTERIOR ' ' ' ENVELOPE PRODUCTS j ' '' ' ' ' ' 1. 2. P a g e 3 o f 4 U p d a t e d 1 0 / 1 7 / 1 8 In addition to completing th e a b o v e l i s t o f m a n u f a c t u r e r s , p r o d u c t d e s c r i p t i o n a n d S t a t e a p p r o v a l n u m b e r f o r t h e p r o d u c t s u s e d o n t h i s p r o j e c t , t h e Contractor shal·I maintain on t h e j o b s i t e a n d a v a i l a b l e t o t h e I n s p e c t o r , a ! e g i b l e c o p y o f e a c h m a n u f a c t u r e r ' s p r i n t e d s p e c i f · i c a t i o n s a n d i n s t a l l a t i o n instructions along with this Pr o d u c t A p p r o v a l S h e e t . I certify that this product app r o v a l l i s t i s t r u e a n d c o r r e c t t o t h e b e s t o f m y k n o w l e d g e . I f u r t h e r c e r t i f y t h a t u s e o f d i f f e r e n t c o m p o n e n t s o t h e r t h a n t h e ones listed in this document m u s t b e a p p r o v e d b y t h e B u i l d i n g O f f i c i a l . * Contractor Name (Print Na m e ) : _ 1 - r - + - - - 1 , . J , ~ L - W ~ - 1 - - - ~ . . . t . ' - l - . , . ~ / L - - - _ _ _ _ * C o n t r a c t o r S i g n a t u r e : - - 1 ¥ - - - H - ~ ' - - - - - # - t ' - _ , c ; . , _ - - - - - - - - - - - - *Compa ny Name: --.~---.__ _ - - - + - - - 1 , L . . . - - : - - _ _ ; ~ . . . . . . : : o h : : : ; . , . . . - , _ _ l . . . i r ; _ _ _ _ _ _ ; : : ; ; . . . _ , ; ; " ~ - ( ! _ _ _ , , - - - - - - - - - - - - - - - - . ~ - - - - - - - - - - - - - Cell Phone Number: F a x N u m b e r : --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - P a g e 4 o f 4 U p d a t e d 1 0 / 1 7 / 1 8