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1757 W Park Ter RES20-0087 Interior Remodel �.�", City of Atlantic Beach APPLICATION NUMBER 'S r Building Department (To be assigned by the Building Department.) 800 Seminole Road f-E sao ri Atlantic Beach, Florida 32233-5445 7.5 Phone(904)247-5826 • Fax(904)247-5845 n ql E-mail: building-dept@coab.us Date routed: 3 I 3 I epaz) City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: � {"� v ) - W { L"LJ( , _Department review required Yell, No CBuildinC) Applicant: �nC ,s "14--S \ 3 Planning &Zoning Tree Administrator Project: D 1,n A-6-- C tO (VITPublic Works Public Utilities +1),, 01 ,ac' Public Safety Fire Services Review fee $ Dept Signature Review or Receipt Other Agency Review or Permit Required Date of Permit Verified By ,\ Florida Dept.of Environmental Protection �v Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: I 'Approved. [Denied. ❑Not applicable (Circle one.) Comments: PLANNING &ZONING Reviewed by: in Date: 4' / 20 TREE ADMIN. Second Review: XrApproved as revised. (Denied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date:L'/4/...)4) FIRE SERVICES Third Review: (Approved as revised. Denied. I 'Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 Building Permit Application Updated 10/9/18 City of Atlantic Beach Building Department **ALL INFORMATION :r // 800 Seminole Road, Atlantic Beach, FL 32233 fHIGHLIGHTED IN GRAY IS viii,-2., REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us Q Job Address: t . i`'; 1 r'r-A--k- Tt'.. �-'�- W CSS-- Permit Number: 0— 00 U Legal Description /(I er -, RE# Valuation of Work(Replacement Cost)$/i -600 Heated/Cooled SF E5 9S' Non-Heated/Cooled • Class of Work: ❑New ❑Addition UrAlteration ❑Repair ❑Move ❑Demo ❑Pool IB.Window/Door • Use of existing/proposed structure(s): ❑Commercial i$Residential • If an existing structure,is a fire sprinkler system installed?: ❑Yes E.No • Will tree(s)be removed in association with pro.osed project? ❑Ye (must su mit separate Tree Removal Permit) ❑No Describe in detail the type of mark to a perfprme 4 e moue � i/e / Ce f l''"hi �U6(es�C� 77 )+1 ,i .oti�+s c- o5e� .., wt.> �r I1 wel ct Vie eels n uo Tii If- / /3(//)-74 '.II Lui be/C 14 .r.,iv e' r l'' jledv47ivcif, ciewsn-iii-• Florida Product Approval# for multiple products use product approval form Property Owner Information Name k e,;•^-e• _V(....\--e.-%,--S: Address 11`"f1 Pte" le- T-etr-WC-( l�-�S'�— City Ark-1avOhc.. 1e mac'.(--t State PC— Zip 1,Z:2_3-i Phone b`1 •L,L'c% -1SS1 E-Mail .✓tS.1ov-i%-CL 1"-.r"- %. eun-- Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company °L.$ rSQ/1 ,O 1 / `±1S Qualifying Agent SCS 7 JA,r► Address 7?9 /S'' G{' 5: City ,I AL- ik-1eN idaPF.; Zip y 2?s-0 Office Phone `7/* SO 7 C)6/& Job Site Contact Number 9e C/ Seg 0 (Z State Certification/Registration# E-Mail .$$O7TA-41--liSo / 9te ‘ m 6,,144.! /i0 Architect Name&Phone# Engineer's Name&Phone# , , t A,,-, . cf.e" - GC.(F ' •i\y(11 c.t' 6f' CACL.!-' Veil 6d,9—036 9 Workers Compensation Insurer OR Exempt 0 Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS, etc. 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. 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 ATTO' EY : FORE RECORDINGYO R TICE OF COMMENCEMENT. ��`/ a(S• ature of Owner or Agent) _ (S': ature of Contractor) Signed and sworn to(or affirmed)before me this1! day of Signed and sworn to(or affirmed)before me this 7 day of [ha-(:1_ , sUd° , by /A-,✓)c efC"_oc1 in 7c-4 , aOdC,by $C.. )j- jaiineS (Signat of Notary) (STgnature of Notary) i '"'' JENIFER A. MOTES Personally Known OR :�•:'�'. JENIFER A. MOTES[ )Personally Known OR :+P•' : ;f•' • MY COMMISSION#GG145843 [ ] Produced Identification •: MY COMMISSION#GG145a4�f roduced Identification _+,� s�cir of Identification: '%!'w EXPIRES October 20.2021 Type of Identification: ;• 202�YPe 1 `~ A ci PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA (*REQUIRED) *Project Address: / 7 5- +7 / C r / rt/ r' ,-C L C Permit#: g ES.2d -0087 *Owner/Project Name: Pe l-ers-cin As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72, please provide the information and product approval number(s)for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at:www.floridabuilding.org. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A. EXTERIOR DOORS / 1 1. Swinging P/( 1�Hrc 2.Sliding 3.Sectional 4. Garage Roll-Up 5.Automatic 6. Other B.WINDOWS 1.Single hung 2. Horizontal slider 3. Casement 4. Double hung 5. Fixed A✓ iJt7 , F/—L,84,1-/c4( 6.Awning 'rt'C.v► r'r�E 7. Pass-through 8. Projected 9. Mullion 10. Wind breaker 11. Dual action 12. Other Page 1 of 4 Updated 10/17/18 Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# C. PANEL WALL 1.Siding 2.Soffits 3. EIFS 4.Storefronts 5. Curtain walls 6. Wall louvers 7.Glass block 8. Membrane 9.Greenhouse 10.Synthetic stucco 11. Other D. ROOFING PRODUCTS 1.Asphalt shingles 2. Underlayments 3. Roofing fasteners 4. Nonstructural metal roof 5. Built-up roofing 6. Modified bitumen 7.Single ply roofing 8. Roofing tiles 9. Roofing insulation 10.Waterproofing 11.Wood shingles/shakes 12. Roofing slate 13. Liquid applied roofing 14. Cement-adhesive coats 15. Roof tile adhesive 16.Spray applied polyurethane roof t 17. Other Page 2 of 4 Updated 10/17/18 11 Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# • E. SHUTTERS 1.Accordion 2. Bahama 3.Storm panels 4. Colonial 5. Roll-up 6. Equipment 7. Other F.STRUCTURAL COMPONENTS 1. Wood connector/anchor 2.Truss plates 3. Engineered lumber 4. Railing 5. Coolers-freezers 6. Concrete admixtures 7. Material S. Insulation forms 9. Plastics 10. Deck-roof 11.Wall 12.Sheds 13. Other G.SKYLIGHTS 1.Skylight 2. Other H. NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. Page 3 of 4 Updated 10/17/18 In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. *Contractor Name (Print Name): *Contractor Signature: *Company Name: *Mailing Address: *City: *State: *Zip Code: *Telephone Number: *E-mail Address: Cell Phone Number: Fax Number: Page 4 of 4 Updated 10/17/18 A GENERAL NOTES SHEATHING NOTES 1. CODES USED: 2017 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING EDITION, ACI, NDS, FOR WALL SHEATHING: 0-20 APA AND ASCE7-10. 1. FOR STUCCO AND STONE: MIN �" OSB OR PLYWOOD, SPAN RATING 32/16, INSTALLED 2. THE ALTERATIONS FOUND WITHIN THESE PLANS ARE DESIGNATED LEVEL 2 ALTERATIONS IN COMPLIANCE WITH VERTICALLY, OR MIN 1s" OSB OR PLYWOOD, SPAN RAKING 32!16, INSTALLED HORIZONTALLY, TO 22.9 SECTION 301.1.2 OF THE EXISTING BUILDING CODE. WALL FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. -25.3 50-100 2. FOR ALL OTHER VENEER: MIN 16" OSB OR PLYWOOD, SPAN RATING 24/16, INSTALLED 3. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND VERTICALLY OR HORIZONTALLY, TO WALL FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 100-200 AUTHORITIES HAVING JURISDICTION OVER THE WORK. 12" O.C. IN FIELD (BLOCKED PANEL EDGES) OR 6" O C. EDGE AND FIELD (UNBLOCKED PANEL 20.8 1 -22.9 EDGES). 4. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING 3. FOR CURVED WALLS: TWO (2) LAYERS OF PLYWOOD. FASTEN WITH 10d NAILS AT 6" O.C. ON <C E CONSTRUCTION. EDGE AND 12" O.0 IN FIELD. OUTER LAYER OF PLYWOOD PANEL EDGES MUST BE LAPPED 24" COEFFICIENT: 0.18 MIN WITH INNER LAYER. SHIM FRAMING AS NEEDED FOR TIGHT FIT. 5. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY. N/A 6. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED OTHERWISE ON THE PLANS. FOR ROOF SHEATHING: 16 7. 1. FOR SHINGLE AND METAL ROOF: MIN 16" OSB OR PLYWOOD, SPAN RATING 24/16, INSTALLED 6. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE OWNER SHALL PROVIDE PERPENDICULAR TO ROOF FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN SAID REPORT FIELD. 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. SHALL BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS 2. FOR TILE ROOF: MIN" PLYWOOD, SPAN RATING 32/16, INSTALLED PERPENDICULAR TO ROOF 32 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH SIMPSON STRUCTURE WAS PERFORMED ASSUMING 2500 PSF SOIL CAPACITY. FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. STRONG -TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF RECORD. THE JOIST HANGERS 3. SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH 7. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, THE SCOPE OF STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO FIELD 16 16 16 WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, WATERPROOFING, MECHANICAL, PLUMBING OR CONDITIONS, BLOCK PANELS AT 12" O.C. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED BELOW: ELECTRICAL WORK. 16 0 o N 8d = 0.131" x 2-1/2" FOR FLOOR DECKING: 8. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTING/NEW ELEVATIONS 1. MIN 2" T&G OSB OR PLYWOOD, SPAN RATING 48/24„ INSTALLED PERPENDICULAR TO FLOOR 16 AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. 12d = 0.148" x 3-1/4" NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN 2. USE OF APA RATED STURD-I-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 48/24 AND p CONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL MINIMUM 4" THICKNESS. TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN AND/OR THE NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. THE DESIGN FOR PORCH CEILING SHEATHING: FOOTING DETAILS SHEET. ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 16 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. 1. MIN' OSB OR PLYWOOD, SPAN RATING 24/0, INSTALLED PERPENDICULAR TO CEILING FRAMING. CONCRETE NOTES FASTEN WITH 8d NAILS AT 3" O.C. ON EDGE, 12" O.C. IN FIELD. 1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST EDITION, "BUILDING CODE EPDXY NOTES REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301, LATEST EDITION, "SPECIFICATIONS FOR STRUCTURAL CONCRETE". 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY 2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL CEMENT SHALL CONFORM TO ASTM C150, GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. 16 TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE 1%" INCHES FOR FOUNDATIONS, AND %4' FOR ALL SLABS AND SHALL 16 16 CONFORM TO ASTM C33. 2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. ACCEPTABLE EPDXY PRODUCTS ARE: 3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. HILTI HY150, HILTI HSE2421, SIMPSON STRONG -TIE SET OR APPROVED EQUAL. 4. 4" 3000PS1 CONCRETE SLAB WITH 6X6 W1.4 X W1.4 WWM OR 1/2" FIBERMESH OVER A 6 MIL. VAPOR BARRIER AND TERMITE TREATED SOIL. IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN 5. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, COHESIVE SOILS OR ANY ACCORDANCE WITH APPLICABLE SAFETY LAWS. OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE FOOTING. 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 PSI AND TENSILE STRENGTH OF 2,300 PSI. 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 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT". DIAMETER OF THE STEEL MEMBER BEING INSTALLED. 7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., AS REQUIRED FOR 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO MECHANICAL TRADES BEFORE CONCRETE IS PLACED. INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS LAITANCE, DUST, DIRT, AND OIL. 8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER_ 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE 9. CORNER REINFORCEMENT SHALL BE LAPPED 25". YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE 10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO 10.1. 3" FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH DO THE WORK. 10.2. 2" FOR CONCRETE EXPOSED TO EARTH AND WEATHER 10.3. 1 1/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY REINFORCEMENT. LOAD TABLE COMPONENT AND CLADDING 11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, INC., SHOULD BE USED ROOF: DESIGN PRESSURES FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE DETERMINED FROM FOUNDATION PLAN, CONTACT LIVE LOAD 20 0 PSF THE ENGINEER OF RECORD. DEAD LOAD: 7.0 PSF 12. STEM WALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF STEM WALL WILL CEILING: EXCEED SIX (6) COURSES IN HEIGHT. LIVE LOAD: 0.0 PSF 13. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEM WALLS, THE TOP TWO COURSES OF STEM WALL MUST BE LIVE LOAD -STORAGE: 30.0 PSF DEAD LOAD: 5.0 PSF FILLED. FRAMING NOTES FLOOR: LIVE LOAD: 40.0 PSF 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2017 FLORIDA BUILDING CODE, DEAD LOAD: 10.0 PSF RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. DECK LIVE LOAD: 50.0 PSF EFFECTIVE AREA, SF END ZONES, PSF INTERIOR ZONES, PSF 0-20 24.4 -32.0 24.4 -26.6 20-50 22.9 -28.8 22.9 -25.3 50-100 21.6 -27.2 21.6 -24.0 100-200 20.8 -24.4 20.8 1 -22.9 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. WIND LOADS: FLEXIBLE FINISH FOUNDATION PLAN AND DETAILS WALL HEIGHT (U360) WIND SPEED: 130 MPH 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE ACCEPTABLE PROVIDED EXPOSURE: C 8 FT EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER OF RECORD IF EQUAL CAPACITIES ARE NOT IMPORTANCE: 1.0 12 FT APPARENT. BUILDING CATEGORY: II a� o z ENCLOSED BUILDING: U Q 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE TREATED. INTERIOR PRESSURE <C E 2X4 SPF STUD 16 COEFFICIENT: 0.18 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. ROOF PITCH: N/A 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. 2X4 NO.2 SPF 16 7. DIMENSION LUMBER 16 16 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS 70 STORY 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. U d' 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH SIMPSON M -cc� o 11►1iiill� STRONG -TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF RECORD. THE JOIST HANGERS w 2X6 SPF STUD GRD OR NO.2 16 SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND LENGTH PER THE DETAILS. 16 16 16 16 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED BELOW: 16 16 0 o N 8d = 0.131" x 2-1/2" 2X4 SPF STUD 16 12 10d = 0.148" x 3" 16 12 o 12d = 0.148" x 3-1/4" U TWO p 16d = 0.162" x 3-1/2" 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN AND/OR THE FOOTING DETAILS SHEET. 2X4 NO.2 SPF 16 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. 16 16 EXTERIOR WALL STUD SPACING S0.01 BRITTLE FINISH FLEXIBLE FINISH FOUNDATION PLAN AND DETAILS WALL HEIGHT (U360) WALL HEIGHT (L/120) BEARING STUD SIZE AND GRADE 8 FT 9 FT 10 FT 11 FT 12 FT 8 FT 9 FT 10 FT 11 FT 12 FT CONDITION O a� o z w U Q Z W F - <C E 2X4 SPF STUD 16 12 >"°i �: _ 16 16 � a :3 u. ONE 2X4 NO.2 SPF 16 12 '" 16 16 16 12 70 STORY W U d' O M -cc� o 11►1iiill� ����( \NAYNF w 2X6 SPF STUD GRD OR NO.2 16 16 16 16 16 16 16 16 16 16 0 o N 11 �. 2X4 SPF STUD 16 12 n 16 12 o 0 U TWO p 2X4 NO.2 SPF 16 12 16 16 12 STORY 2X6 SPF STUD GRD OR NO.2 16 t 16 16 16 16 16 16 16 16 16 NOTES 1. ALL NON -CORNER STUDS LOCATED IN WALL END ZONES TO BE DOUBLED, FASTEN STUDS TOGETHER WITH 12d COMMONS AT 8" O.C. 2. NON-BEARING WALLS MAY BE FRAMED WITH 2X STUDS AT 24" O.C. MAX. a.. SHEET INDEX S0.01 COVER PAGE/GENERAL NOTES S1.01 FOUNDATION PLAN AND DETAILS S2.01 ^FIRST LEVEL FRAMING PLAN AND wQ DETAILS 1 ♦' REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEC PERMITS FOR ADDITIONAL REQUISII:MENTS AND CONDITIONS REVIEWED BY: l0 DATE: y' 41 U m 'n w' LO o j o w o � o � N z z z' o o a O U 0 cf) w Lu 0 N 00 W o F_ co o z 0 > o w z W W H a Z � J W OZ UW CD U z rnco O c wQ aU w m m '0'0 Z QW .`o p O < J LL O a� o z w U Q Z W F - <C E LY m 04 U M m U � a :3 u. WZ O v) _ z G a) <( W ti a .--� W U d' O M -cc� o 11►1iiill� ����( \NAYNF w 01 CL ; 7v L• T OF T � 0 o N 11 �. mC}7 NU` i oD •� c LL w Y> "ai ( C� > CL o 0 U Q p W W H a Z � J W OZ UW CD U N � rnco c wQ aU w m m '0'0 .`o p 0 U LL U- a� U ul `� 04 U M m a�CD � 'a :3 u. c cu v) _ U a) < N'2 O •> Oo c, N N U d' O M -cc� o 11►1iiill� ����( \NAYNF 01 N 28 ; 7v L• T OF 0,. s,00 00 Sheet No. EXI STI NC GL05ET REPLAGE EXISTING WDW. W/ 4030 S.H. EXISTING DOOR EX15TI DOOR EX I STNO / U M./ N SDE NEW GOUNTER SPAGE HERE N GHANGE I 010 "NO II I 010 I I v J z W _ °L -'Ji z W Q -- I< J OL I REF. NOTE ENGINEER TO VERIFY INTERIOR ROOF TRUSS BEARING WITH THE ROOF TRUSS ENG I NEER I NO PRODUGED SPEG I F I GALLY FOR THIS PROJEGT. ENO I NEER TO VERIFY LOAD BEAR I NO PAD SIZES � LOGATIONS. GONTRAGTOR 15 RESPONSIBLE FOR VER 11=Y I NCC ALL EX I ST I NCC DIMENSIONS � GOND I TI ONS OF THE PROJEGT I I NOTES: 2– INDICATES NUMBER OF DOORS. 2– INDICATES NUMBER OF WINDOWS. FR – FRENCH DOORS SL – SIDE LIGHT FG – FIXED GLASS TR – TRANSOM GB – GLASS BLOCK PKT – POCKET DOOR OBS – OBSCURED GLASS TEMP – TEMPERED GLASS SH – SINGLE HUNG DH – DOUBLE HUNG HR – HORIZONTAL ROLLER BP – BYPASS SPECIALTY WINDOWS/DOORS, FIXED GLASS WINDOWS, AND TRANSOMS ARE NOTED ON PLANS. FBC-R NOTES GARAGE: 1. THE DOOR BETWEEN THE GARAGE AND THE RESIDENCE SHALL BE A 2'8" SELF–CLOSING DOOR WITH A MINIMUM FIRE RATING OF 20 MINUTES. 2. ALL DUCTS IN THE GARAGE SHALL BE A MINIMUM OF 26 GA. SHEET STEEL. 3. DRYWALL ON THE GARAGE SIDE OF THE WALL SEPARATING THE GARAGE AND THE RESIDENCE SHALL BE 1/2" GYPSUM BOARD. 4. DRYWALL ON THE GARAGE CEILING SHALL BE 1/2" GYPSUM BOARD. IF THERE IS A HABITABLE ROOM ABOVE THE GARAGE, THE GARAGE CEILING DRYWALL SHALL BE 5/8" "TYPE X" GYPSUM BOARD AND ALL SUPPORTING WALLS SHALL HAVE 1/2" GYPSUM BOARD. AfC COMPRESSOR AND PAD MOUNTING: THE COMPRESSOR SHALL BE ANCHORED TO PAD WITH 0.145 DIA. X 1 1/2" LENGTH, MECHANICAL FASTENERS WITH GASKETED WASHERS (ANCHORS). FOR UNITS BETWEEN 12" AND 24" INSTALL 2 ANCHORS PER SIDE (8 TOTAL). FOR UNITS BETWEEN 24" AND 36" INSTALL 3 ANCHORS PER SIDE (12 TOTAL). A SINGLE COMPRESSOR PAD SHALL BE 48"X48"X 3 1/2" THICK, 3000 P.S.I. CONC. WITH FIBERMESH. A DOUBLE COMPRESSOR PAD SHALL BE 48"X96"X 3 1/2" THICK, 3000 P.S.I. CONC. WITH FIBERMESH. - ( —NEW STRUCTURAL I AN revisions REPLACE WDW. WITH TEMP. GL. FRAME NEW WALL NEW WALL ADDED � O LL w HIGHER SILL EXISTING PLUMBING E I TO ENGLOSE LAUN. RM. 2868 AS NEEDED AS NEEDED 0 c 0 w 0 NEW REPLACE EXISTING WDW5. OO o DEMO 2668 - W/ 2-30b8 FR. DRS. , V J I o i<ISTING f � U W 00 CL U Q �i DEMO _ DOOR m E T. EXISTING _ _ _ - NEW 2668 WALLS o\ ! VANITY _--- JEW EXTEND BATH/W.I.G. 4 RELOGATE W.G. -3" _ 2068 4 _ NE IS �1G LEVEL FSM I LY m LIN N 5F9 RM. SLAB NE 2465 2468 EX I ST I NC lel I TN K I TEEN '-o" NEW B DRM. FOYER F6 _ REMODELI 2468 �t XISTING I ' 13'X16' O --I- 3ATHRM. 1 r DEMO rxO 4,ND vu.G. EXISTING HALL GLos - NEW 2-2668 I LINEN O ---------- DEM9/ REk� W� EXl,04tI NEW FR. DRS. --- DdoR 2868 ------------ EXI TING EXISTING STEP DOOR FRAME IN Ex15 INC EXI5TIN6 EG. EGA EXI5TI NG FRAME IN EXISTING LINE4 CLOSET _ z DOORS DOOR AND RELOGAT_ E U) Z -,--- 3 -On ww Z O WDILI v - EXISTINGIL / // // / / / 'SIN / EX [E�TI/�fC/' / / / /1�+�1�/X'ISIiC BED/FK / /' ANMO, /EXI GARAGE (OLD LIVING) 12'x17' WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. Contractors shall verify and be responsible for dimensions and conditions of the job. Floor Plan Scale: 1/4"=1'-0" NOTE ENGINEER TO VERIFY INTERIOR ROOF TRUSS BEARING WITH THE ROOF TRUSS ENG I NEER I NO PRODUGED SPEG I F I GALLY FOR THIS PROJEGT. ENO I NEER TO VERIFY LOAD BEAR I NO PAD SIZES � LOGATIONS. GONTRAGTOR 15 RESPONSIBLE FOR VER 11=Y I NCC ALL EX I ST I NCC DIMENSIONS � GOND I TI ONS OF THE PROJEGT I I NOTES: 2– INDICATES NUMBER OF DOORS. 2– INDICATES NUMBER OF WINDOWS. FR – FRENCH DOORS SL – SIDE LIGHT FG – FIXED GLASS TR – TRANSOM GB – GLASS BLOCK PKT – POCKET DOOR OBS – OBSCURED GLASS TEMP – TEMPERED GLASS SH – SINGLE HUNG DH – DOUBLE HUNG HR – HORIZONTAL ROLLER BP – BYPASS SPECIALTY WINDOWS/DOORS, FIXED GLASS WINDOWS, AND TRANSOMS ARE NOTED ON PLANS. FBC-R NOTES GARAGE: 1. THE DOOR BETWEEN THE GARAGE AND THE RESIDENCE SHALL BE A 2'8" SELF–CLOSING DOOR WITH A MINIMUM FIRE RATING OF 20 MINUTES. 2. ALL DUCTS IN THE GARAGE SHALL BE A MINIMUM OF 26 GA. SHEET STEEL. 3. DRYWALL ON THE GARAGE SIDE OF THE WALL SEPARATING THE GARAGE AND THE RESIDENCE SHALL BE 1/2" GYPSUM BOARD. 4. DRYWALL ON THE GARAGE CEILING SHALL BE 1/2" GYPSUM BOARD. IF THERE IS A HABITABLE ROOM ABOVE THE GARAGE, THE GARAGE CEILING DRYWALL SHALL BE 5/8" "TYPE X" GYPSUM BOARD AND ALL SUPPORTING WALLS SHALL HAVE 1/2" GYPSUM BOARD. AfC COMPRESSOR AND PAD MOUNTING: THE COMPRESSOR SHALL BE ANCHORED TO PAD WITH 0.145 DIA. X 1 1/2" LENGTH, MECHANICAL FASTENERS WITH GASKETED WASHERS (ANCHORS). FOR UNITS BETWEEN 12" AND 24" INSTALL 2 ANCHORS PER SIDE (8 TOTAL). FOR UNITS BETWEEN 24" AND 36" INSTALL 3 ANCHORS PER SIDE (12 TOTAL). A SINGLE COMPRESSOR PAD SHALL BE 48"X48"X 3 1/2" THICK, 3000 P.S.I. CONC. WITH FIBERMESH. A DOUBLE COMPRESSOR PAD SHALL BE 48"X96"X 3 1/2" THICK, 3000 P.S.I. CONC. WITH FIBERMESH. - ( —NEW STRUCTURAL I AN revisions REPLACE WDW. WITH TEMP. GL. EXISTINGNON. FOR GAP/REROUTE M WALL ADDED � O LL w HIGHER SILL EXISTING PLUMBING E I w E AS NEEDED AS NEEDED 0 c 0 w 0 NEW REPLACE EXISTING WDW5. OO o DEMO 2668 - W/ 2-30b8 FR. DRS. , V J I o i<ISTING f � U W 00 CL U Q �i DEMO _ DOOR m ° EXISTING _ _ _ - NEW 2668 WALLS o\ ! VANITY _--- JEW EXTEND BATH/W.I.G. 4 RELOGATE W.G. -3" _ 2068 4 _ NE IS �1G LEVEL FSM I LY m LIN N 5F9 RM. SLAB NE 2465 2468 EX I ST I NC lel I TN K I TEEN '-o" NEW B DRM. FOYER F6 _ REMODELI 2468 �t XISTING I ' 13'X16' O --I- 3ATHRM. 1 r DEMO rxO 4,ND vu.G. EXISTING HALL GLos - NEW 2-2668 I LINEN O ---------- DEM9/ REk� W� EXl,04tI NEW FR. DRS. --- DdoR 2868 ------------ EXI TING EXISTING STEP DOOR FRAME IN Ex15 INC EXI5TIN6 EG. EGA EXI5TI NG FRAME IN EXISTING LINE4 CLOSET _ z DOORS DOOR AND RELOGAT_ E U) Z -,--- 3 -On ww Z O WDILI v - EXISTINGIL / // // / / / FOYER / EX [E�TI/�fC/' / / / /1�+�1�/X'ISIiC BED/FK / /' ANMO, KIDS DEN (OLD LIVING) 12'x17' WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. Contractors shall verify and be responsible for dimensions and conditions of the job. Floor Plan Scale: 1/4"=1'-0" -: o AN revisions T i 0 M 0 L � ° a � O LL w 0 E ° w E o 0 c 0 w 0 � o IE l0 .Q 0 U 0 0 L � ° a � O LL w 0 o W z 0 .� 0 ° w rTl w o z a_ w w � o O W � OO a L w z , V J 0 o � U W 00 CL U Q N C O ° V M W N � N M W —I U L. Q W U I- a Y W � m Q U a- � Z Q J r— Q C OFFICE COPY C T drawn by J.M.B. date MARCH 10, 2020 job no. 20-110 NVI Sheet no. ]I GONTRAGTOR 15 RESPONSIBLE FOR VER I F'r I NG ALL EX I ST I NCC DIMENSIONS � GONDITIONS OF THE PROJEGT -UPGRADE EX I ST I NC ELEGTRI GAL AS REG ID. —RELOGATE EX I STI NO ELEG, GABLE, PHONE OUTLETS AND FIXTURES AS NEEDED ELEGTR I GAL LEC END 1/2 hot, 1/2 switched Geiling Mounted Light PC Pull Ghain Light ® Recessed Light 1-0 Wall Mounted Light ® Hall Hash Recessed Detector Duplex Receptacle 220 V Receptacle =%Fi Ground Fault Interrupt $ 1/2 hot, 1/2 switched UAP Hater Proof Receptacle $o Floor Receptacle 0 S.D. Pre -Hire for Glg. Fan =%Fi Ground Fault Interrupt $ Hall 5witch 6 3 -Way 5witch $o Dimmer 5witch N Telephone Jack H Gable Jack ® Pre -Hire Garage Door Opener Light Strip p Electrical Panel ® Ghime 1-0 Door Bell/Garage Door 5witch I-= Disconnect 5witch QM Electrical Meter 0 S.D. Smoke Detector ®CO Smoke/Garbon Monoxide S.D. Detector E 0 3 Geiling Fan E _Q Hall5conce b Chandelier K IC Intercom ' W Spot Light Flush Mount Light Q(3] Fan/Light Combination 4 Garbage Disposal Motor s0 5peaker d0 Junction Box Track Lighting Theatrical5trip NOTE5: I. Owner to verify exact location of floor outlets in field. 2. Location of fixtures and/or outlets are suggested locations and meet most local code requirements. Additions or adjustments may be made between Owner and Builder in the field. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. Contractors shall verify and be responsible for dimensions and conditions of the job. Electrical Fixture Layout Scale: 1/4"=1'-0" Q) L 3 \ co�1 \ \ _ V) �U - s L p L L L _ T O0 o t 0 V) V) 0 0 L 0 L 0 0 0 0 0 0 3 E L 0 L 0 0 0 0 E T C 0 0 D 0 0 a U I " z revisions /12 L. m E 0 3 E 0 L 0 Q) L 3 \ co�1 \ \ _ V) �U - s L p L L L _ T O0 o t 0 V) V) 0 0 L 0 L 0 0 0 0 0 0 3 E L 0 L 0 0 0 0 E T C 0 0 D 0 0 a U I " z ) ) o% O L ' W \I zz w w D �� V)LLJ N Q h� U Q LL. LLI0 0 O (^�, of W UQ W fY Y Li m 0o O ry Q a - U_ F -_ W L0 J z < O i— C) U r T 1 Q OFFICE COPY LR drawn by J.M.B. date MARCH 10, 2020 job no. 20-110 NOTICE OF COMMENCEMENT JOB COPY State of ( Tax Folio No. County of )c) v&.I To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is sfkc ted in this NOTICE OF COMMENCEMENT. / oST Legal Description of property being improved: . / h{-i 1.16-11.16-1U!1 1- it '�� 8erbtCL Ty, / c ' Q Address of property being improved: I —I 1 ��/P�" t�"1�-1-'_✓" 6,c.-�-` %'�-et;h- �, General description of improvements: Pepe)e)Li fc is /)' it• /v k j /lea) C(1L 610 c ; J / /�/E rIWYC/k 7 vn r��in 'J � }- • Owner: ���.�,..i t'-Z.1--t���`", Address: � 1 S-� t'c�i/��--�'`c`/►'r,`-C' •,�'t'`� Owner's interest in site of the improvement: 0 r4.1.4 7 g e S 4./..., C Fee Simple Titleholder(if other than owner): Name: c Contractor: Th..,,�S 7 J��\ ,'J , avis- Address. /7q /,..5- 1-�1-()C )C S- 7 17 F!/ 3 2 FZro Telephone No.:7(16/fd 9 on/ . Fax No: Surety(if any) Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b), Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one (1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: "'J 'y Date: 3 Y �0�?� - . :me this ! day of /Y1,a —d.r �76'.?U in the County of Duval,State ..0.11^4;(‘, JENIIFER A.MOTE$Flo da,has personally appeared 8/i;y) . I- )-c,-,'or 'c MY COMMISSION#GG114d}4- Public at Large,State of Florida,County of Duval. EXPIRES October 20.20k1co mission expires:: )0 • a(o i Per .s:Ily Known: x/ or Produced Identification: MAP SHOWING BOUNDARY SURVEY OF LOT 20 BLOCK 12 ACCORDING TO THE PLAT OF SELVIA MARINA UNIT NO. 8 AS RECORDED IN PLAT BOOK 34 , PAGE(S) 85 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: BLAINE I. PETERSON AND KERI M. PETERSON, CALIBER HOME LOANS, INC. , FIRST AMERICAN TITLE INSURANCE COMPANY AND GIBRALTAR TITLE SERVICES, LLC • JOB COPY PARK TERRACE WEST ' (60'R/W) N 03'03'10" E 114.12' (R) N 03'03'10' E 114.13' (M) 1 5'CURB&GUTTER BEARING REFERENCE UNE 4'X4" CONCNE IG MONUMENT 1/2- 1/2- V.1111 3/4-(IP) (IP) (IP) CENTER • . E�'.:'•,: � t,Y-.,..: .,244.12' (R) :, 243.58'(M) 1-, N' W-,..:i.yj iV f CC 35'B.R.L. �' «, Ce COW '•/ � ...?'•:.,--.- • 0n., -, �,••��:• 18.0' o o O v2&6' i� 1,13.7i it 27.1 O P) "4.w PA 10.4' rS . NI a m ^ LOT21 BLOCK LOT 1�12 3 r o 1-STORY AC gi LJ BLOCK 12 3 BRICK 0 PAD w - ;, NO. 1757 20.5' • 14.0' < O !n BRICK . U1 t0 Sn o SIE-"0 YARD n IO 1n ,17.0' 27.5' N h WELL Nn ONC CO 8'2 8 1 22.3' STOOP to CO z c FLORIDA (n <,i ROOM 31.1' WOOD STOOP LOT 20 BLOCK 12 • •- 1/2' t/2' (IP) S 03'06'21" W 114.01'(M) (IP) S 03'03'10" W 114.12' (R) "P A R K" PER PLAT FLOOD ZONE'7P-AREAS DETERMINED TO BE 05790E THE 0.2X ANNUAL CHANCE FLOOD PLAN/FLOOD ZONE'DN(SHADED)"-AREAS OF 0.21 ANNUAL CHANCE FLOOR AREAS OF 1x ANNUAL CHANCE WIN AVERAGE DEPTHS OF LESS THAN 1 FOOT OR NOM DRAINAGE AREAS LESS THAN 1 SQUARE MLLE; AND AREAS PROTECTED BY LEWES FROM Tx ANNUAL 04ANCE FLOOD. V E Y 0 GENERAL NOTES: J R R S 1.BEARINGS ARE BASED ON PLAT BOOK 34. PAGE 85 2 STRUCTURE NO.1757 SHOMN HEREON LES MOW F1.000 ZONE X(SHADED)A5 BEST DETERINN D CD ASSOCIATED SURVEYORS INC. "'04 FABA FLOOD MAPS PANEL NE. 112.EXTENT OF 11/02/7018 3.THE II A SURFACE'AXIS, DETERMINED.ONLY.THE EXTENT/1F IINOERN:RGTNRIND FOOTINGS PPES AND UiBJTq IF ANY,NOT DENNRONFD. O 4.THIS501CTONAL AND/OR LEGAL DESCRIPTIONS SENFRNI AREAS IF ANY.NOT LOCATED BY THIS SURVf1' i LAND & ENGINEERING SURVEYS &THIS SEARCH BASED ON LEGAL OR FOR EAS FURN1ID. THE PUBLIC RECORDS WERE W NOT SEARCHED BY THIS SURVEYOR FOR EASE)R"]1TS TITLE,COVENANTS,B.R.L'S r 3846 BLANOING BOULEVARD RESTRNc1I UNEaowRZ&TA1WGOORT ORDINANCES ETC. 6/ JACKSONVILLE, FLORIDA 32210 j, Mg�nTED uL 84151 P S RI)CAF HAS PLOAL TON. 2 904-771-6468 r� L AC AIR COIDITIOFER PSN PROFESSIONAL SURVEYOR L MAPPER 0 NIL 0 CERTIFICATE OF AUTHORIZATION NO. LB 0005488 E sr BBUUILDIN'G TIfLIETRiCTION LIRE R RADIUS �• S S V G BIN BETVEDI <RR RECORD E <O CAFUTED MN ARD RLI REGISTERED LAND SURVEYOR NCAR COVENANTS 1.RESTRICTIONS <R�O RIGHT TYPICAL VAT I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY a co C°CIRD,m READ 0- - - PET RCN PIPE(IP)CR FHM(88) DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL CENC CONCRETE 'ACV*,SOW oR L.O.5498 STANDARDS FOR LAND SURVEYING PURSUANT TO CHAPTER 5J-17.050 a ED ELECTRIC BOX •• • • +-OM PON PIPE(IP)OR PIN THROUGH 17.052, FLORIDA ADMINISTRATIVE CODE, CHAPTER 472, F.S. � mermic TRANSFORMER PAD faBO T (04)UNEKT AFA LLEELECTRIC • NAmsCN CPDB . ^ . LENGTH Cr ARC ® NAL R DISC ^ B LB LICENSED BUSINESS X—%X—X—%—x—X—CHAIN LIMN FENCE R LS LICENSED SURVEYOR —1111" METAL FENCE /� �,'-- _ _<N) NEASIRED n n n n A , n VIRE FENCE BY: �LN/ E NAD NAIL L DISC FENCE CHARLES B. HATCHER FLORIDA CERT1FICAT NO. 3771 ORB OFFICIAL RECORDS BOOK DNFWEAs Kato IT I My OFFICIAL RECORDS VOLUE NYORANT UTIUTY CHARLES L. STARUNG FLORIDA CERTIFICA NO. 4579 A PKatoIIF CURVE tx RAYMOND J. SCHAEFER FLORIDA CERT1FICA'E NO. 6132 T PCC POIM aF NpIPORD CURVE FREER 1 PFD POO.EQUIPMENT PAD ®• WATER METED PI POINT OF INTERSECTION _ warty pccE JOB NO. 75982 t DATE 02/03/2020 BOI P: Pal"T F� � a OAMEIER I PRN PF7CNAfET1T REFT:RENLE PORIIERT WY ANCHOR SCALE: 1" = 30' DRAFTER G.B.H. s PT POINT OF TANGENCY PLS PR¢FSSIOiAL LAND SIRVEI'O2 CENTRAL ANGLE NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA UCENSED SURVEYOR AND MAPPER JOB COFry ````\\\\\1 T 1 t 1111 I l Ir/ //i hm" pIastpro ;is 0 U' a * t 0•J-Z n y1 v � & Q_- ,J n 5200 W. CENTURY BLVD. — LOS ANGELES, CA 90045 /� r,�, < n I )••• /��\ J O(Om // .......ypa^! \ 7 >f 0i //'111 1111 o N ..z Smooth / Wood Grain / White Wood Grain 74.00 MAX.OVERALL FRAME WIDTH ` 8 Em o. °a Rustic /Mahogany Po W N a` r co Series N Fiberglass Door I 1 I E a= INS WING/OUTS WING - • o "NON-IMPACT' v, W UO tnz D_ WO , Z -c, Oz o an m ¢(5 GENERAL NOTES z wCD a, wN 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida = _ t3 ``o a a Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone" < X 0 X o w (HVHZ). ce I 0 a o` a 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to w • m base material shall be beyond wall dressing or stucco. o 0 3. When used in areas requiring wind borne debris protection this product is required to be protected with on impact resistant covering that complies with Section 1609.1.2 of the FBC. o m '-coIn •• 4, For 2x stud framing construction,anchoring of these units shall be the same as that shown z for 2x buck masonry construction. W o N h 5. Site conditions that deviate from the details of this drawing require further engineering 2 analysis by a licensed engineer or registered architect. ai L $S. o TABLE OF CONTENTS '? SHEET 41 DESCRIPTION w i N Q F s 1 Typical elevation,design pressures,&general notes o a m ° 2 Door panel details OVERALL DOOR GLASS DESIGN PRESSURE(PSF) _6 0 F z a SWING DIMENSION DIMENSIONOPOSITIVE NEGATIVE a z 3 Horizontal cross sections ___ E TYPE 4 Vertical cross sections DATE:02/16/12 z Pc 5 Buck and frame anchoring-2X buck masonry construction INSWING 74.00"x 82.00" 21.00"x 63.00" +47.0 -47.0 saw N.T.S. 6 Frame anchoring-1 X buck masonry construction G 1 DWG.EN: JK m 7 Endura astragal details CUE BY. LFS 3 5 OUTSWING 74.00"x 80.50" 21.00"x 63.00" +47.0 -47.0 R r. 8 Bill of materials,glazing detail&components DRAWING No.. FL-15213.12 - ? 0 SHEET 1 Or 8 N i. R:\Ofents\Plastpr°,Inc PERMANENT\Florida Product Approvals\FL-15213\C-Drawings\Current\FL-15213.12.18.dwg,2.12 .. 79.25'MAX.DOOR PANEL HEIGHT - 63.00"MAX.D.L.O.HEIGHT 0 S I I X P$g Q0 ,a oxs 0 0 0 / 40 . ,...,3 1."----011 CIe 0 7Ap --I 0.9T' F� --I 1.19' I+ 1§ _ _ — 0 -- lir; I--1.57'—I gi o all I Ellik Mcg 0 1 m 1 59" F m 77 n 70 tom!-.. �a 1 >a a IV. 0 H � �1.7s� 1 i 8 M 6 I ' +� 'L W�� m C)Z-- • A 2� A '�� �^Z f7 \` \1 1T ISm i 00 -0 InRI n >a• m y> m v i I )i//1 O m �m I • I i,„ 0 o F� 159. 1 �))))1 0 0 0 0 o m A 0 M .3= 1110111111111r f AIIMIll po o II IIIE MD 0 el O ���lllF,SCHMll ��iG xi z No.43409 73 L/- -* * _*_ Y.2,t,r- ' 4 _ PRODUCT: Documents Prepared ey: arrnseor ys g Q ��� 7 r c� F Lyndon F. Schmidt .ii ••••• �;••': ‘.`` Ln z FIBERGLASS(DOOR P.E. No. 43409 i,j'''04AL \% mat $ (N r- rn PART OR ASSEMBLY: /� BUILDING CONSULTANTS, INC. �1 N (n\ 1 04/22/15 UPDATE TO 5TH ED. (2014) FBC JK J l��P.O. Box 230, Valrleo, FL 33595 I0° N N N NO DATE Err' DOOR PANEL DETAILS Phone No.: 813.839.9197 REVISIONS FEIPE C.A. No. 9813 0 201 2 R.W.BUILDING CONSULTANTS INC. 4••- • \ ``0,ee . 4 00 0 4 -a it 1li< ze, v° i(A: Z "'v. O O O i�Y'. ._fjj lazy;c a^I oaOINTERIOR (.iRc4- v ® ©00 � yv ,'r dg maa XOo Qo X e • ° 5o_ T' ���%,fitl►�'1 °o // /// EXTERIOR V ° Cip Occ ifk © ET[] N E •ET a I 4 HORIZONTAL CROSS SECTION © a.oa 0 o O Shown w/1X sub-buck Z di iX N4 eD e o o 1-1/4'"MIN. 4 EMB.(Tr.) EMB.RP.) a a ro 0 NOTE: 0 ,i)- z..1. " 0 0.15' 1.As noted in the test report astragal was attached 0.15" C . E r--CSINK to the inactive leaf with(10)#8 x 3"psh sms and C'SINK •• v iT p) (4)#10 x 2-1/2 pfh sms for all 6-8"(outswing). (Typ,) O a 4 O Astragal was attached to the inactive leaf with (9)#8 x 3 psh sms and(4)#10 x 2-1/7'pfh sms ®� l•. : . o �® for all 6'$"(inswing). ',1' y z i .. 7,_ ' . bin 0 ��1►.1 A s . n Al r � , INTERIOR Q O __ 0 INTERIOR r 00 `, �� 3 r a 1116r" %/ . ., /%lily z a iler 4 „a ills . ..W 'i 110.1 � i :' �/ A ii, %,. / �iiil«i1 • o z ID �, � ' d • • a�02/16/12 0 EXTERIOR 0 Q SEE EXTERIOR 0 SCALE N.T.S. -. Y. O O 0 © NOTE 1 O O O DWG:er: JK o Y. anc.in: LFS 3 0 HORIZONTAL CROSS SECTION O HORIZONTAL CROSS SECTION O HORIZONTAL CROSS SECTION0 o wxc i 0 " s 3 Outswing shown-inswing 3 Outswing shown-inswing 3 Outswing shown-inswing FL-15213.12 I also approved also approved also approved o a sIWET 3 or 8 a R10ients1Plastpm,Inc PERMANENT\Florida Product Approvals\FL-15213\C-Drawings\Current\FL-15213.12-18.d g,4.12 1-1/4'MIN. EMB.(TYP,) 0 AW •' ° • 0 M .� Q O O O A A .a: .,_ d • .. v \\*...: ql I F ii 1,, x 73 5 rl 00 ,E01 11 m 32. ' •d • 00 i •. • ° . • d • • J-..--- • • ITCSIN T /\ d • O •� 1-1/4'MIN. EMB.(TYP.) 1-1/4'MIN. EMB.(TYP.) • 00 • • .N 5 Q • I> © O s A i tin ,,,„„ i 4 ,, • ,��il' xo m / 1 A i . \ m r..; 2 00 i . Z • • • ° • Q 0 ®Q O •. • XI 0 1-1/4'MIN. EMB.(TYP.) $ V•••'• •••)' 6- _*i: N°.43409 * L$ 2 Y PRODUCT: Document Pn•parrxd WI, •IAI • Lyndon F. Schmidt i °l vl N PLASTPRO INC. P.E. No. 43409 /,7O/(7j \♦ ,r1\A1. ` I4 N Z\ FlBERCLASS DOOR /�NF111�IItt�� ro :. A, r- -f rn PART OR ASSEMBLY: K BUILDING CONSULTANTS, INC. x to N.1 04/22/15 UPDATE TO 5TH ED. (2014) FBC JK ✓ P.O. Box 230. Volrtco, FL 33595 (�a W w ro NO DATE BY VERTICAL CROSS SECTIONS phone No.: 873.659.9197 REVISIONS FBPE C.A. No. 9813 • 0 2012 N.W.BUILoINU CON•ULTANTS INC. ‘‘,00,1 irrrr .�` .... r,,� . * ,i 4 3' 6' j it i ti =u e n �.: z so V 03 SEE DETAIL71 1-1 ,,'',''..`..-• ````` 0 O 7' 11 11; m i — N•: MASONRY TY HEAD MASONRY TYP.HEAD& . E 9$o OPENING &JAMBS OPENING JAMBS (� d r v: —m• FRAME ASTRAGAL 1 go I pp� 2X BUCK ASTRAGAL } SHOWN FOR 71 ®-T 13a b� SHOWN FOR REFERENCE — REFERENCE -U 2X BUCK ONLY 0 •n NF SEE DETAIL O TYP.62 SILL :.Z o O Uq =� ® "t" .. o U } ��� _ .& m W re 00 BUCK ANCHORING HINGE JAMB FRAME ANCHORING ASTRAGAL STRIKE JAMB ©`IIs 0 a m m Masonry 2X buck conshuctbn �,qa x} 'm O 1 a �!IIlT� urcH t DEADBOLTDETAfl N z v CONCRETE ANCHOR NOTES: 0 g (71 I. Concrete anchor locations at the corners may be adjusted to maintain the min. edge distance to mortar joints. r 2. Concrete anchor locations noted as"MAX.ON CENTER'must be adjusted to DETAIL 2 0 To maintain the min.edge distance to mortarjoints,additional concrete anchors may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 0 0 0 li © 6 3. Concrete anchor table: % ? ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN.CLEARANCE , Q �111�, TYPE SIZE EMBEDMENT TO EDGE ANCHOR TOADJACENT ,It ._ Qo F -- �_ 0� O 1 z TAPCON• 1/4" 1-1/4C.: ITW " 2" 4" = co twtE 9�4�08 z ULTRACON® 1/4" 1-1/4" 1" 4" © oovaN.T.S. 0 i .1 ELCO © m s ITW • 3/16" 1.1/4" 3" 1-1/2" TAPCON DETAIL 1 DETAIL 1 HINGE DETAIL arc.rr•. LFS rc WOOD SCREW INSTALLATION NOTES: Iruwing configuration Outswing configuration ° ND'` n s 1.Maintain a minimum 5/8"edge distance,1"end distance,d 1"o.c.spacing of FL-15213.12 wood screws to prevent the splitting of wood. sew , a 8 " o 0 a ' 200;11111 t tyro'/',i • :le 1 Pa.7. . . --• 11 1 1 I — 1;11,- ,,�' .. ED SEE DETAIL rrrJtJt►..•11sv �` �'g 0 "2" o L1, V i$IS =fa II SI E°' qW TYP.HEAD&• R 8 MASONRY — JAMBS ^---Ta a OPENING HINGE DETAIL `o I\—ASTRAGAL _y 0 �' f, FRAME SHOWN FOR 17 r Cr Ym x� REFERENCE ONLY — 1 ®j ©=il. p$ cD S' y}..,� Gl 'Ali .&N .. 2 In 2 8 z fll•�/ CO =U 1XBUCK� O I 5� �& ® a0 z " W r mt ., ., — — a � TYP.@ SILL o " SEE DETAIL a f11 El "1. 11 LATCH s DEADROp DEGIL m > • I ' 1 [_ . _ _ _ I -- 41! " < . tk in HINGEJAMJ " FRAME ANCHORING ASTRAGAL STRIKE JAMB ��T� E; g Cl Masonry 1X buck construction �c CONCRETE ANCHOR NOTES: `�' ce 0 I.Concrete anchor locations at the comers may be adjusted to maintain the min. e bedge distance to mortar joints. 5 2.Concrete anchor locations noted as'MAX.ON CENTER"must be adjusted to maintain the min.edge distance to mortar joints,additional concrete anchors DETAIL 2i may be required to ensure The"MAX.ON CENTER"dimension are not exceeded. 1 3.Concrete anchor table: • 0 Q. .1 m MIN.CLEARANCE MIN.CLEARANCE ANCHOR ANCHOR MIN. .o h TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR _=-------- m z TAPCON 1/4" 1-1/4" r 4' _ DATE 9/4/08 I a ELCO r 4" / SCALE: N.T.S. • i/4' 1.1/4" © DWG,er: JK o' ITW PC • 3/16" 1-1/4' 3" 1.1/2" © aac er: LFS TAPCON WOOD SCREW INSTALLATION NOTES: DETAIL I DETAIL I asc wr M'` EFL-15213.12 a I.Maintain a minimum 5/8"edge distance.1`end distance,8,I`o.c.spacing of a Y wood screws to prevent the splitting of wood. Inswing configuration Outswrlg configuration slim or r D O • R\Clients\Plastpro \ ,Inc PERMANENT Product ApprovalsFL-15213\C- Drawings\Current\FL-15213.12.18.dwo.7.12 , TOP A-A - ^' o w y III , .=7 I mrj0 T. I. mui ----- -_ --s —moi I—0.37 T Iv] 0 co i e 0 ealI C 0 T P ON r • <_ • U 0 cla i Dy -c:::\\< V-� a c �yr-t1 2.65'x' ND 1o Tm Fil 10 a ww� n=mZ 0 m 0 I a -- -�0.50" °: -y- �0.50" N BOTTOM �O . ii D A- I0 A 63 A5\\11111111,2 .,`‘`5``. •SC'- I •%. v •: IGEH8 .., ,/ No.43409 3 E PRODUCT: po<vmente Prepared By:•:::„0,,\... • "'tom:a'. \ � r � x I' F, n - Lyndon F. Schmidt ••...... • I G T PLASTPZ a FIBERGLAS DOOR P.E.P./� No. 43409 /,,5/oNAI' S\�� L' V7 1-1 1 04/22/15 UPDATE TO 5TH ED. (2014) FBC J!( PART OR ASSEMBLY: �/Rr72i P.O Box 230ING 5 VGIrco, FL 33595 h ro ,(:D. NO. DATE BY ENDURA ASTRAGAL DETAILS ell 14/IV/ Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 rC 2012 R.W.BUILOING CONSULTANTS INC. BILL OF MATERIALS 'C: ,y/e' N REM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL �' m •�� A 1X BUCK SG>=0.55 WOOD 20 FINGER JOINTED PINE FRAME,HEAD&HINGE JAMBS WOOD =_iy o c __Q"' B 2X BUCK SG>=0.55 WOOD 21 POLYFIBER JAMB COMP./VINYL =°:‘ ' 4( c Z_ � C 1/4"MAX.SHIM SPACE - 27 LATCH STRIKE PLATE STEEL •7.V;•• °~`.'yon • m n D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE STEEL . �... j. 1-6 m m E 3MASONRY-01 OR HOLLOW PSI MIN.BLOCK CONFORMINGCONFORMINGOOTO ACI CONCRETE 31 O30 WEATHER-STOP SWING BUMPTHRES47 OLM HOLDDUSTRIES VINYL •,�0/4,..4(j 11````N.• o> Z U N •; F 1/4"X 2-3/4"PFH ITW CONCRETE SCREW STEEL 32 VINYL DOOR BOTTOM SWEEP#3628 BY HOLM IND. PVC L „ t o gg`,1 G 3/16"X 3-1/4"PFH ITW CONCRETE SCREW STEEL 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM./WOOD ` 8 N M 1 g m .w H 1/4 "x 3-1/4"PFH 11W CONCRETE SCREW STEEL 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM./WOOD a Sd r I 1/4"X 2-1/4"PFH ITW CONCRETE SCREW STEEL 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - va m a a Lza J 1/4"X 3-3/4"PFH I1W CONCRETE SCREW STEEL 41 DOOR SKIN(MIN.0.075"THICK) FIBERGLASS E o z K #9X 2-1/7'PFH WOOD SCREW STEEL 42 TOP RAIL CELLULAR PVC o `,a L #10 X 2-1/7 PFH WOOD SCREW STEEL 43 LATCH&HINGE STILE CELLULAR PVC M #9 X 2-1/4"PFH WOOD SCREW STEEL 44 LOCK REINFORCEMENT WOOD o N 3/16"X 3-1/7 PFH ITW CONCRETE SCREW STEEL 45 BOTTOM RAIL CELLULAR PVC z v O 3/16"X 1-1/7 PFH ITW CONCRETE SCREW STEEL 46 POLYURETHANE FOAM BY NAN YA POLYURETHANE z 1 #10 X 2-1/2"PFH SMS STEEL 47 CONTINUOUS LATCH&HINGE STILE REINFORCEMENT WOOD z o o 2 #8 X 3"PSH SMS STEEL 48 SNAP IN LITE FRAME ABS Orn ¢3 3 FLUSH BOLT STRIKE PLATE STEEL 49 GLAZING COMPOUND DOW 995 SILICONE .a g m ,LT,,, o 7 Q-LON 650 WEATHER STRIP SCHLEGEL FOAM 56 GLAZING SPACER ALUM. 5 w 7, .. 8 COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM 61 9-3/4"LENGTH TOP BOLT RETAINER ALUMINUM a mo Q A 9 4"X 4"BUTT HINGE STEEL 62 9-3/4"LENGTH BOTTOM BOLT RETAINER ALUMINUM o J o 10 #9 X 1"PFH WOOD SCREW STEEL 65 ASTRAGAL BY ENDURA PRODUCTS ALUMINUM S it m 11 #9 X 3/4"PFH WOOD SCREW STEEL 67 SLIDE BOLT ROD STEEL a a 17 KWIKSET KEYED ENTRY-SIGNATURE SERIES STEEL 18 KWIKSET DEADBOLT-SIGNATURE SERIES(780) STEEL 'm t ( 4.56' I R 4.68" ti .s. ' Nil 1 pip-,_.iii, _ . F cl F--2'44" 213- �i 31 OUTSWING BUMP THRESHOLDtl o c. O HEAD d SIDE O P d 2D Jamb a • i r 4.56' n N r r 5.63'61 " 1 L I~ 1 0 a o4.56" i —1 a L 1 0 -. 117.4i i � ^z0 o F ■ z a z �� I l"�.R, I aeer 9/4/08 = ci X. \� - a 9 —2.44" saki-E: N.T.S. -j owa.BY: JK m CHK.SY: LFS 3 0 33 ADJUSTABLE INSWING THRESHOLD O ADJUSTABLE INSWING THRESHOLD 2I HEAD d SIDE DRAWING NO.:t Poly fiber jamb FL-15213.12 " 0 G SHEET 8 or 8 " 0 d