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Home My WebLink About22-5330t y at 5335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 BAR-005330-2022 Issue Date: 12/28/2022 milli 11111!1111 !1!11111!1 III!IIIIIII!!,I:IIp 111 111, 11 111 11 1 1 111 11111 1 111 11 11 11 1 11 1 1 1 1 11 1 1111 accordance with City Codes and Ordinances. N6'OCCUPANCY BEFORE c.6. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE PE OFFICE Ef, THOUT APPROVED INSPECTION L El Patron No. Pascal 10 NO #, NOTICE OF COMMENCEMENT 1. nescapkion of property Pivot identification No. 14-26-21-0170-00P�00 Stale olfk�llda 2. General Description of improvement _q4ed. Ral�j( Scrokn Room, !�!q �n 31 Owner Information or Lanese Information 9 the Less#* contradod Aw the t"roveraeft §. nameAddress blrf CRY le interest in property. Name of Fee Simple TNlehohtnrs (if different from Omar listedabove) Addless CRY tr' t>t Pttra�cdF Fkeayid 9it�e �� sate Name FL Address a;.lty State Connector$ Teta9S b< Surety Name ..., State AmountofBand: $ Telephone No,. rase city State Lenders Telephone No.: 7. Persons within lfla State of Florida designated by the owner upon whom notices or other dowmems may be served as provided by Section 715.13(lXaX7),Florida S os: m..drats.,.._._........ Address Cloy Flats— TellophonshlumberofDasIgnated Person m x 3. In addition to f annilf, tha menerdesignates Of— to receive a copy of the Liener'e Notion as provided to Soctilten 713.13(4Xb), Markle Stsgdas, Telephone hone Number of Person or Sadly Deallipmed by Owner 1 Expiration data of Notion of ormiretWcnme at (the expiration dote may not be before the eornpladon of construction and final payment to the controolde, but will be one year man this data of recording Warless a 41flnl doft is s lod): Under penalty parJuty, 6 deck that i have rased the fo ring of me nR end t rite to atated kn io flan beat of my knowledge and belief. STATE OF FLORIDA COUNTY OF FASCO Signs re of am or Lnssaa, or dr'a or t.naeea'n Aa ed f9fll tllr rliAanagnr The foregoing instrument was acknowledged before me this _, s®, ,nay of DOM& 2CU by nk as {type ct authority, n.g., o r, Nust , stt ay I. fact} for aofparty an behalfOwners "mentwas'axectuedj. Personally K13 OR Produced Identification IS NoterySignehi Type of ldendincation Produced Name (Print) Wei:] WISIS wpd atelboahaoUca man on( nOS3DA3 813-780-0020 City of Zephyrhills Permit Application Fax-813-7$0-0021 Building Department • Owner Phone Number Owner's Address V 11 t t I� 29 I r�� ott, VVI 54 21 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS LOT # SUBDIVISION PARCEL i� �i21 (OBTAINED FROM PROPERTY, TAX NOTICE) WORK PROPOSED NEW CONSTR ADD{ALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER PE OF CONSTRUCTiON BLOCK FRAME STEEL DESCRiPTION OF WORK carport, h r n' l�oorvl �n ilV dd k, i� in its �n+ailt, nCr t t BUILDING SIZE i '�5 2 �� SO FOOTAGE [jjj:j:] _ HEIGHT BUILDING VALUATION OF TOTAL CONSTRUCTION 92800.00 ES4ELECTRICAL AMP SERVICE PROGRESS ENERGY W.R.E.C. 33 W Duke PLUMBING $ =MECHANICAL VALUATION OF MECHANICAL INSTALLATION GAS ROOFING SPECIALTY OTHER FINISHED FLOOR ELEVATIONS � FLOOD ZONE AREA =YES NO BUILDER } COMPANY Construction do f Central Florida, Inc. SIGNATURE REGISTERED Y { N FEE CURREN Y { N Address 4538 y Dive Large Zephyrhilis FL 3 2 License # ELECTRICIAN COMPANY Lilley Air Conditioning, Inc. SIGNATURE REGISTERED Y / N FEE CURREtd Y { N Address 4.1 1 Drone Field Road plant City FL 33311 License # 333 PLUMBER COMPANY SIGNATURE REGISTERED Y { N FE�CURRENY { N Address License # MECHANICAL COMPANY SIGNATURE REGISTERED Y { N FEE CURREN Address License # OTHERE=::= COMPANY �CURREN SIGNATURE REGISTERED Y { N FEE Y { N Address License # RESIDENTIAL Attach (2) Plot Plans, (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date, Required onsite, Construction Plans; Stormwater Plans w{ Silt Fence installed; Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page, (1) set of Energy Farms, R-O-W Permit for new construction. Minimum ten (10) working days after submittal date, Required onsite, Construction Plans, Stormwdter Plans w{ Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction. Directions - Fill out application completely. Owner & Contractor ,, = n back of application, notarized If over $ 500, a Noe a of Commencement Is required. (AIC upgrades over $7500) ** Agent (for the contractor) or Power of Attorney (for the owner) would bo, someone with notarized letter from owner authorizing some OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) OWNER OR A: NT Subscribed and sworn to for affirmed) before me this by Who'islare personally known to me or has/have produced as identification, Notary Public Commission No. Nanm of Notary typed, printed ar stamped CON,rRACTOR Sub cri ed and sworn to t r rm } before me this 74, by Who is/are personall kn to me or I/have produced as identification, Notary Public ommissio No. [[�� Name o Not ty,pe t printed or stamped t WE City of Zephyrhills Building Department 5335 8h Street Zephyrhills, FL 33542 RE: Permit BAR-005330-2022 37617 Gill Avenue Zephyrhills, FL 33542 To Whom It May Concern: 4538 Sky Dive Lane Zephyrhills, F1, 33542 813-782-1064 Phone 813-715-6585 Fax www,bhconstructionincxom Web Site The purpose of this letter is to request the removal of the electrical subcontractor, Lilley Air Conditioning, Inc. EC 13004882. The homeowner has decided against having electric installed in his shed at this time, and will seek a separate permit once he has had more time to evaluate the work he would like done. Please feel free to contact our office with any questions or concerns, 3� r Greg Beebe CBC057782 President STATE OF FLORIDA COUNTY OF PASCO The foregoing instrument was acknowledged before the this 7th day of June 2023, by Greg Beebe, who is personally known to me OR produced as identification. AMY L MALATAK H 047833 r C C Expites September 29, 20=24 i # H wance 80WO ]7M om 0 is$ n M ommission# HH 047833 expi e$ Septe t T '14 Bon4ed Thru Troy F 8'�'&dTh' "yMahlosuranC080W (o;tla�Si nature Name (4Pr�int�� September 2111, 2022 Re.: Attachment Beam (Host Beam) Verification: To whom it may concern; The above listed Jacobsen manufactured home is constructed with a structural attachment beam, or "host beam". The design of this host beam allows an attachment to be made directly to the included structural member in lieu of the typically required "fourth wall construction". Please refer to the serialized floor plan provided by Jacobsen Homes to verify the location of the host beam, This manufactured home is required to be set-up or installed, on -site, in accordance with the Jacobsen Homes "Set -Up Manual" and its "Addendum". Site requirements must be followed to attach a structure to the host beam provided. Maximum sizes allowed for any attached structure along with the requirerrients for perimeter blocking along the entire sidewall area where the host beam is installed, are included in these manuals. All site installed structures shall be designed by a Professional Engineer (PE) registered in the State of Florida or as allowed ky the Local Authorit y Having Jurisdiction (LAH]). The design shall comply with all applicable sections of the that is in effect during the time of the construction of the addition. All attachment designs and construction are by others, not Jacobsen Home�s. Any site installed structures shall be subject to permitting, plan review, and inspection(s) by the LAW. If I can be of further assistance, please feel free to call me at 727-726-113 & 600 Packard Court, Safety Harbor, FL 34695 Telephone: 727-726-1138 Fax: 727 -726-7019 National: 800-843-1559 In Florida: 800-282-5389 General Notes A. CONCRETE & FOUNDATION DESIGN: L ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 PST MINIMUM. 2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI MINIMUM, 3 1/2" NOMINAL THICKNESS. 3. 3000 PSI FIBER -MESH (3/4" PER CUBIC YARD MIN.) MEETING APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED IN LIEU OF WELDED WIRE MESH 4. ALL SLABS ON GRADE SHALL BE 4" THICK WITH FIBERMESH. 'TERMITE TREATMENT OF SOIL BENEATH SLAB IS NOT REQUIRED IF SLAB DOES NOT ABUT A WOOD FRAME STRUCTURE. NO WOOD FRAME STRUCTURE MAY BE BUILT ADJACENT TO OR ON TOP OF A SLAB WITHOUT TREATING THE SOIL FOR WOOD DESTROYING ORGANISMS. 5, ALL REINFORCING SHALL CONFORM TO ASTM A615, BE GRADE 60 (60 KSI MIN.) DEFORMED BARS, #3 BARS MAY BE GRADE 40 6- ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL BE 3000 PSI MIN., 2- MINIMUM. THICKNESS. 7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 8- THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE FOLLOWING: OPC (PORTLAND CEMENT TYPE L- ASTM C 150), AGGREGATES - 96 STONE, ASTM C 33 SIZE NO. 67 LESS -THAN 3/4". AIR ENTRAINING +/- 1% - ASTM C 260. WATER REDUCING AGENT - ASTM C 494. CLEAN POTABLE WATER. OTHER ADMIXTURES SHALL NOT BE PERMITTED. 9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. 10. PREPARE & PLACE CONCRETE ACCORDING TO AMERICAN CONCRETE INSTITUTE MANUAL STANDARD PRACTICE, PART 1, 2, & 3 ALONG WITH HOT WEATHER CONDITIONS RECOMMENDATIONS, I I . IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, CONCRETE SHALL BE A MINIMUM OF 4" IN THICKNESS, VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, SPALLING OR OTHER DETERIORATION. B. MASONRY: I. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON TYPE M OR S MORTAR- 2.ALL MORTAR SHALL BE OF TYPE M OR S. 3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE MAXIMUM COARSE AGGREGATE SIZE OF 3/8". 4.PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN HEIGHT. C. ALUMINUM: I . ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A MINIMUM THICKNESS OF 0,040" FOR SUPPORTING MEMBERS, 2, WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 0.024" SHALL APPLY. 1 STRUCTURAL ALUMINUM DESIGN CONFORMS TO "PART I -A - SPECIFICATIONS FOR ALUMINUM STRUCTURES - ALLOWABLE STRESS DESIGN" OR "PART I -B - SPECIFICATION'S FOR ALUMINUM STRUCTURES - BUILDING LOAD AND RESISTANCE FACTOR DESIGN" OF THE CURRENT ALUMINUM DESIGN MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, INC,WASHrNGTOND.C. THE FLORIDA BUILDING CODE, 7TH EDITION (CHAPTER 16 STRUCTURAL DESIGN & CHAPTER 20 ALUMINUM). 4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL, OR PRESSURE TREATED LUMBER PROVIDE DIELECTRIC SEPARATION. 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS THAN #10 SMS 6" FROM THE ENDS AND 12" ON CENTER, IF USING #12 SPACING MAY BE 24" ON CENTER. 6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE. THEY SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING "REMOVABLE PANEL SHALL BE REMOVED WHEN WIND SPEEDS EXCEED 75 MPH". DECAL SHALL BE PLACED SO IT IS VISIBLE WHEN PANEL IS INSTALLED. D. FASTENERS: 1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE 300 18-8, WITH STANDARD FLAT WASHER UNLESS MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE WITH ACQ PRESSURE TREATED WOOD. 2- HEX BOLTS HAS TO BE ASTM A 325, PLATED WITH STANDARD FLAT WASHERS AND NUTS- 3. ALL CONCRETE SCREWS SHALL BE, SIMPSON, HILTI, RAWL, TAPCON. REDHEAD, DYNABOLT, OR APPROVED EQUAL. 4, ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE HOT DIPPED GALVANIZED. 5 ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X BOLT DIAMETER INTO STRUCTURAL FRAMING (G=.42 MIM). 6 LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF THE BOLT OR SCREW, ALL LAG BOLTS AND SCREWS SHALL BE INSERTED IN PILOT HOLES BY TURNING AND UNDER NO CIRCUMSTANCES BY DRIVING WITH A HAMMER, 7 ALL EXPANSION ANCHORS SHALL BE DESIGNED IN ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY BE APPLIED IN CONDITIONS ACCEPTABLE TO MANUFACTURER. FASTENERS SHALL BE MINIMUM OF SAE GRADE #5 OR BETTER ZINC PLATED, 8. ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 18-8, UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES FOR USE WITH ACQ PRESSURE TREATED WOOD, OR OTHERWISE NOTED ON PLANS. 9. ALL FASTENERS SHALL COMPLY WITH ASTM A153. 10, ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS G-185, 11. FOR SMS, THE MINIMUM CENTER -TO -CENTER SPACING SHALL BE 3/4'AND MINIMUM CENTER -TO -EDGE SHALL BE 1/2" UNLESS NOTED OTHER WISE. E. REFERENCE STANDARDS: ASTM E 119 ASTM E1300 ASCE 7 -16 AA ASM35, AND SPEC. FOR ALUMINUM PART I -A, & 1-B ASTM C94 ASTM CISO ASTM C33 ASTM C260 ASTM C494 ASTMA615 ASTM A185 FLORIDA BUILDING CODE (CHAPTERS 16,20 AND 23) 7TH EDITION CURRENT ALUMINUM DESIGN MANUAL F. ABBREVIATIONS: THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED TO REPRESENT ALL THOSE USED ON THESE DRAWINGS, BUT TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. L TYP --TYPICAL Z SIM --SIMILAR 3. UON -- UNLESS OTHERWISE NOTED 4. CONT -- CONTINUOUS S. VIE -- VERIFY IN FIELD G. RESPONSIBILITY: L ALL SITE WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING CODES, LOCAL ORDINANCES, ETC. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN DRAWINGS, FABRICATED ITEMS, OR ACTUAL FIELD CONDITIONS. 3. THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE CONTRACTOR 4- ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED ON INFORMATION PROVIDED BY THE CONTRACTOR AND MANUFACTURER. 5. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A LICENSED P.E. IN ACCORDANCE WITH STANDARD ENGINEERING PRACTICES. H. MISCELLANEOUS: 1. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME WITHOUT A MANUFACTURER'S HOST BEAM. IF NO HOST BEAM IS PRESENT A SEPARATE 4TH WALL SUPPORT SYSTEM SHALL BE ENGINEERED SO THAT NO ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME. 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, THE ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING BARRIER REQUIREMENTS OF THE FBC 7TH EDITION R 4501.17.1 IN ITS ENTIRETY. 3. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY CONTRACTOR, 4, IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, ENSURE BONDING AGENT IS USED FIRST. 5, SCREENING MATERIAL SHALL BE I8X14X0,013 OR EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED OTHERWISE, 6. EMERGENCY ESCAPE & RESCUE OPENING PER FBC R310.1 SHALL BE VERIFIED BY CONTRACTOR & BUILDING OFFICIAL 7, ENCLOSED ADDITIONS TO MANUFACTURED HOMES SHALL NOT CHANGE THE EXIT FACILITIES FOR EGRESS PER HUD 3280.105, (a) THROUGH (a)(2)(I ), SO THAT THE DISTANCE TO EXIT DIRECTLY OUTSIDE FROM ALL BEDROOMS IS LESS THAN 35% AND, SO THAT TWO EXITS DIRECTLY OUTSIDE ARE STILL MAINTAINED, A CARPORT OR SCREEN ROOM SHALL BE CONSIDERED AS OUTSIDE. NON -HABITABLE SUNROOMS OR HABITABLE LIVING SPACE MAY BE ADDED WHERE AN EXIT DOOR WAS LOCATED AS LONG AS A NEW EXIT DOOR IS ADDED AND MEETS THE REQUIREMENTS OF HUD 3280.105, DESIGN DATA: 1. ULTIMATE DESIGN WIND SPEED Volt, (3 SECOND GUST): 130MPH NOMINAL DESIGN WIND SPEED Vasd: 101 MPH 2. RISK CATEGORY: 1 1 WIND EXPOSURE: B 4, INTERNAL COEFFICIENT: SHED (ENCLOSED STRUCTURE): +/- 0.18 CARPORT, SCREEN ROOM ON WOOD DECK (OPEN STRUCTURE): 0,0 S, WIND LOADS: FACTOR APPLIED TO WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6 SOLID ROOF (MWFRS): 20 PST SCREEN WALLS: 23 PSF COMPONENT & CLADDING PRESSURES: ROOF ZONE 1: 114/48A PSF, ZONE 2: 12.4/-63.9 PST, ZONE 3: 12.4/-87.1 PSF WA,LS ZONE 4: 30A/-33.0 PSF, ZONE 5: 30,4/-40.7 PSF 6. FOUNDATIONS PER "A" OF GENERAL NOTES AND SITE SPECIFIC DETAIL 7, SOLID ROOF TYPE: T148" COMPOSITE PANELS, FL 7561 OR EQUIV. _ 3112" ALUM, PANS, FL 162212ajgjjjy, ALUMIINUM STRUCTURAL MEMBERS HOLLOW SECTIONS 2 x 2: ---------------------------------------2" x 2" x 0.044" 3 x 2: ---------------------------------------3" x 2" x 0,050" 2 x 3: ---------------------------------------2" x 3" x 0.050" 2 x 23: ---------------------- ----------------- 2" x 3" x 0.070" 2 x 4: ---------------------------------------2" x 4" x 0,050" 2 x 5: --------------------------------------2" x 5" x 0.050" 3 x 3: ----------------------------------------3 x 3" x 0.072" 3 x 3: ---------------------------------------3 x 3" x 0.093" 3 x 3: --------------------------------------3 x 3" x 0.125" 4 x4: -_----------------------------------4 x 4" x 0.125" OPEN BACK SECTIONS I x 2:---------------------------------------- 1" x 2" x 0.040" 1 x 3: --------------------------------------1" x 3" x 0.045" 2 x 2 Snap: ---------------------------------- 2" x 2" x 0,04S" 2 x 3 Snap:--------------------------------2" x 3" x 0.050" 2 x 4 Snap:-------------------------------- 2" x 4" x 0.045" MINERUW, 2x4SMB: ---------------------- 2" x 4" x 0.044" x 0.100" 2 x 5 SMB:---------------------- 2" x 5" x 0.050" x 0.118" 2x6SMB: ---------------------- 2" x 6" x 0.050" x 0.120" 2x7SMB: ---------------------- 2" x 7' x 0.057" x 0.120" 2 x 8 SMB: ---------------------- 2" x 8' x 0.072" x 0.224" 2 x 9 SMB:---------------------- 2" x 9" x 0.072" x 0.224" 2 x 10 SMB: ------------------- 2" x 10" x 0.092" x 0,374" AU r- L, VV, I )j- rw AN1101, w'z, z rul n 22 C I I TIr" Z" It r H / P� Apur v° INDEX: S-1 GENERAL NOTES S-2 PLANS AND ELEVATIONS S-3 PLANS AND ELEVATIONS S-4 PLANS AND ELEVATIONS S-5 ALUMINUM CARPORT DETAILS S-6 WOOD FRAME SHED DETAILS S-7 SCREEN ROOM ON WOOD DECK DETAILS S-8 SCREEN ROOM ON WOOD DECK DETAILS S-9 WOOD DECK DETAILS S-10 WOOD / COMPOSITE LANDING AND SLOPING SIDEWALK DETAILS S-11 WOOD 1 COMPOSITE STEPS DETAILS I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-16 AND FBC 7TH EDITION RESIDENTIAL AND EXISTING BUILDING zv V 6 w 17 -1 PRCW .,4iiI EER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER: 38654 Ian J. Foster P.E. FLORIDA LICENSE NUMBER: 93654 Joel Falardeau P.E. FLORIDA LICENSE NUMBER: 70667 Erik Stuart P.E. FLORIDA LICENSE NUMBER: 77605 FBC Plans & Engineering Services, Inc. 5344 9th St. Zephyrhills, Fl. 33542 Phone: (813)838-0735 Email: erb@fbcplans.com Website: www.fbcpIans,corn COA, - #29054 I DATE: 11/1212022 1 I REVISION: I DATE: I JOB # 221107083 TOB NAME &ADDRESS: BOWEN GRAND HORIZONS: LOT 287 37617 GILL AVE. ZEPHYRHILLS, FL. 33541 CONTRACTOR: B & H CONSTRUCTION GENERAL NOTES ro� I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-16 AND FBC 7TH -3'-10"- -T-10" 1'-2" EDITB?Nfl5jpj TIAL AND EXISTING r J t 12" X 8" LINEAL FOOTER TYPICAL OF 3 FOR WOOD DECK PROPOSEoa MANUFACTURED HOME i TX 39'X 4"D zr) PRO ENGLEER SEAL CONCRETE SIDEWALK — — — — — — — — — — — — — — — — — — — — — — — — — C? b ENGINEER OF RECORD da.— J� t -1, David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 E: Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER: 38654 6' Ian J. Foster P.E. ;11 f FLORIDA LICENSE NUMBER: 93654 PROPOSED—\ Joel Falardeau P.E. "4. LINE OF SHED FLORIDA LICENSE NUMBER: 70667 Erik Stuart P.E. % FLORIDA LICENSE NUMBER: 77605 4 14 FBC Plans & Engineering Services, Inc. 5344 9th St. Zephyrhills, Fl. 33542 4 Phone: (813)838-0735 Email: erb@fbcplans.com Website: www.fbcplans.com .4E 7A 7 -4 C,O.A. -#29054 do A DATE: 11/12/2022 DRAWN BY: DENNIS W. DUNN 39' 34' 22' LPROPOSED LPROPOSED REVISION: DATE: PROPOSEDJ PROPOSED —/ PROPOSEDJ 6" CONCRETE SLAB 4" CONCRETE SLAB 4" CONCRETE SLAB TX 56'X 4" 4" CONCRETE SLAB RO 1 FOR DRIVEWAY FOR DRIVEWAY W/ 8"X8" FOOTER CONCRETE WALK W/ 12"X12" FOOTER FOR CARPORT FOR SHED R02 RO 3 FOUNDATION PLAN R04 1" PER FOOT MAX. FOR 2'-0" MIN. BEFORE STEEPER SLOPE 0 CB TYPE 1 FLAT SLOPE NO FOOTING < 2:12 GRADE 12" (2) #5 REBAR CONTINUOUS, 12" x8" 25" MIN. OVERLAP ALL JOINTS LINEAL FOOTER ON 3" HIGH CHAIRS WOOD DECK FOOTER 4 (1) #5 REBAR CONTINUOUS, 25" MIN. OVERLAP ALL JOINTS, TYPE 11 MONOLITHIC SLAB ON 3" HIGH CHAIRS MODERATE SLOPE FOOTING SLOPE: 2":12" - 3":12" TYPE 11 MONOLITHIC SLAB / FOOTING 2" ABOVE ADJACENT SLABS GRADE N CONCRETE BELOW GRADE (2) #5 REBAR CONTINUOUS, 25' MIN. OVERLAP ALL JOINTS, ON 3" HIGH CHAIRS TYPE 11 MONOLITHIC SLAB MODERATE SLOPE FOOTING SLOPE: 2`12" - 3":12" TYPE 11 MONOLITHIC SLAB / FOOTING JOB # 221107083 TOB NAME & ADDRESS: BOWEN GRAND HORIZONS: LOT 287 37617 GILL AVE. ZEIPHYRHILLS, FL. 33541 CONTRACTOR: B & H CONSTRUCTION M 3" X .024" ALUM. RISER PAN 3" A JU24" UUMP061 I E PANEL P. 1, ZX4 VVIOUL) f-RAME ROOF FL 16952 OR EQUIV. ROOF FL 7561 OR EQUIV, SHED W1 VINYL SIDING OVER CARPORT OVER SHED fift-TNNF.1091WWAV�4 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-16 AND FBC 7TH EDITION RESIDENTIAL AND EXISTING BUILDING A— �3 It ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER: 38654 Ian J. Foster P.E. FLORIDA LICENSE NUMBER: 93654 Joel Falardeau P.E. FLORIDA LICENSE NUMBER: 70667 Erik Stuart P.E. FLORIDA LICENSE NUMBER: 77605 FBC Plans & Engineering Services, Inc. 5344 9th St. Zephyrhills, Fl. 33542 Phone: (813)838-0735 Email: erb@fbcplans.com Website: www.fbcplans.com C.O.A. - #29054 DATE: 11/12/2022 DRAWN BY: DENNIS W, DUNN REVISION: DATE: RO 1 22 1117 333 RO 2 RO 3 R04 JOB # 22 1107 083 JOB NAME & ADDRESS: BOWEN GRAND HORIZONS: LOT 287 37617 GILL AVE, ZEPHYRHILLS, FL. 33541 CONTRACTOR: B & H CONSTRUCTION PLANS AND ELEVATIONS S-3 11 LINEAL ED TYPICAL PROPOSED 3'X .032" COMPOSITE PANEL ROOF FL 7561 OR EQUIV. OVER SCREEN ROOM iI I a — CONCRETE DRIVEWAY SLAB co x C14 WRI co (1) PROPOSED SCREEN ROOM ON WOOD DECK LEFT SIDE ELEVATION co x PROPOSED 3'X,024'ALUM. RISER PAN ROOF FL 16952 OR EQUIV. OVER CARPORT PROPOSED 3" X.032" COMPOSITE PANEL 2X6SMB ROOF FL 7561 OR EQUIV. OVER SCREEN ROOM 2X3 2 3 x X >< 7 PROPOSED 3" X .024" ALUM. RISER PAN ROOF FL 16952 OR EQUIV. OVER CARPORT SLOPING \1 SIDEVVALKI;L-11 I 12, X 8"Ll EAL FC OTER 4" CONCRETE SLOB W/ 8"X8'FOOTER 4'-3" 4'-3" T-5" T-5" 3'-5" 3'-5" T-6` 15'-4" 10'-4" /— 2X6 SMB C� b) 26-8' 30'-8" 12' 3' PROPOSEDPROPOSED SCREEN ROOM ON WOOD DECK CARPORT W/ COMPOSITE DECKING AND RAILING W/ SLOPING SIDEWALK AND SHED BEYOND FRONT ELEVATION PROPOSED PROPOSED P.T. 2X4 WOOD FRAME 3" X .024' COMPOSITE PANEL SHED W/ VINYL SIDING ROOF FL 7561 OR EQUIV. L OVER SHED PROPOSEDPROPOS ------------I SHED SHED -------- 41 /1\ tE ---------------------------- t -------------- 4" CONCRETE SLAB W1 8"X8" ED ER 10, 1'-4' 11'41 11'-4' 39, 34' PROPOSED SCREEN ROOM ON WOOD DECK SHOWN BEYOND (STEPS NOT SHOWN FOR CLARITY) RIGHT SIDE ELEVATION ----------------------- �--------------, 4" CONCRETE SLAB W/ 12"X1 2' FOOTER 4" CONCRETE SLAB W/ 12"X12" FOOTER 3'_ 12' 22' I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-16 AND FBC 7TH EDITION RESIDENTIAL AND EXISTING 7, I ALENGINEERSEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER: 38654 Ian J. Foster P.E. FLORIDA LICENSE NUMBER: 93654 F Joel Falardeau P.E. FLORIDA LICENSE NUMBER: 70667 Erik Stuart P.E. FLORIDA LICENSE NUMBER: 77605 FBC Plans & Engineering Services, Inc. 5344 9th St Zephyrhills, Fl. 33542 Phone: (813)838-0735 Email: erb@fbcplans.com Website: www,fbcplans.com C.Q.A. - #29054 DATE: 11/12/2022 DRAWN BY: DENNIS W. DUNN REVISION: DATE: MED. HOME RO 1 22 1117 333 RO 2 RO 3 R04 JIOB# 22 1107 083 JOB NAME & ADDRESS: BOWEN GRAND HORIZONS: LOT 287 37617 GILL AVE, ZEPHYRHILLS, FL, 33541 CONTRACTOR: B & H CONSTRUCTION PLANS AND ELEVATIONS S-4 S.M.B. DEPTH S.M.S. WEB TUBE WALL CORROSION RESISTANT UPLIFT I HEREBY CERTIFY THAT I HAVE REVIEWED "H" WALL "T" "N„ SIZE CAPACITY THIS PLAN AND FOUND IT TO BE IN 6 MIN' 4" 045" .06" (2) 3/8" BOLTS, NUTS, WASHERS 1,720 LBS COMPLIANC E G C 7TH RECOMMEND ALUMINUM FLASHING EDITION' INSTALLED BELOW DRIP EDGE TO 5" .050" .06" (2) 3/8" BOLTS, NUTS, WASHERS 2,550 LBS BUILKN N xl$ill�1 _ FASCIA. CAULK ALL SEAMS, 6" 050" 06" (3) 3/8" BOLTS, NUTS, WASHERS 2,550 LBS % s , 2 ROOF ~ 7" .055" .06" (3) 3/8" BOLTS, NUTS, WASHERS 3,500 LBS X s E' -- — — --it t ALUMINUM FLASHING ATTACHED 7" 055" 1 49" (3) 3/8- BOLTS, NUTS, WASHERS 3,600 LBS `r, I W(#8 X 3(4" TEK SCREW AND 1"PS 7" .055" 125" (3) 3/8" BOLTS, NUTS, WASHERS 4,500 LBS t 311 NEOPRENE WASHER AT EACH RIB s" .072" 06" (4} 3/8" BOLTS, NUTS, WASHERS 5,500 LBS 5�- 81, .072" .09" (4) 3/8" BOLTS, NUTS, WASHERS 7,000 LBS I f Z 8" .072" .125 4 3/8" BOLTS, NUTS, WASHERS 7 000 LBS ALUMINUM RISER PAN ROOF 9° .072" '06" (4) 3/8" BOLTS, NUTS, WASHERS 7,000 LBS p I g 072" .091, 4 3/8" BOLTS, NUTS, WASHERS 8,900 LBS a 0 9" 082" .125 4 3/8" BOLTS, NUTS, WASHERS 9 500 LBS Y o 10" .092 .125" 4 3(8" BOLTS, NUTS, WASHERS 11 DOOLBS HOST BEAM I 2X PER PLAN NOTE: OTHER BOLT SIZES AND QUANTITIES MAY BE USED PER ')tl I o SITE SPECIFIC PLANS AND CALCULATED UPLIFT CAPACITY REQUIRED O f/ 0,111 & tt I li I I w PROFESSIONAL ENGINEER SEAL I O ATTACH PANS TO 0.060" MIN. HEADER ! = CHANNEL W1 (4) # 10 X 3/4" TEK SCREWRECORD I C7 PER PAN AT BACK OF PAN I LL FASTEN 0.060" MlN, HEADER CHANNEL TO HOST # 10 X 3/4" TEK SCREW AND ALUMINUM David W. Smith P.E. I BEAM WITH 1/4"0 X 2-1/2" LAG SCREW AT 24" O.C., 3/4"0 NEOPRENE WASHER RISER PAN ROOF FLORIDA LICENSE NUMBER: 53608 I 2 ROWS STAGGERED. STRIP SEALANT 4 PER PAN AT ALL BEAMS l BETWEEN FASCIA AND HEADER CHANNEL AND 8" O.C. AT RAKE Thomas L. Hanson P.E. 1 i FASTEN RECEIVING CHANNEL TO HOST BEAM WITH FLORIDA LICENSE. NUMBER: 38654 I 1/4"0 X 2" LAG SCREW, 1 SCREW PER 2 INCHES OF j BEAM HEIGHT. FASTEN BEAM TO RECEIVING Ian J. Foster P.E. CHANNEL W1#10 X 3/4" TEK SCREW, 1 SCREW PER 2X SMB PER PLAN INCH OF BEAM HEIGHT STAGGERED, BOTH SIDES FLORIDA LICENSE NUMBER: 93654 RISER PAN ROOF AND BEAM CONNECTION TO MFC HOST BEAM (N} 3/8" THIRD BOLTS, WASHERS, Joel Falardeau P.E. AND NUTS, CORROSION RESISTANT, TYPICAL (SEE CHART) FLORIDA LICENSE NUMBER: 70667 ALUMINUM POST / COLUMN PER PLAN Erik Stuart P.E. ALUMINUM PAN ROOF, POST AND BEAM CONNECTION FLORIDA LICENSE NUMBER: 77605 FASTEN SMB TO RECEIVING FASTEN RECEIVING CHANNEL CHANNEL W/ #10 X 3/4" TEK SCREW TO SMB W/ #10 X 3/4" TEK SCREW 1-1/2" X 2-1/8" X 1-1/2" X 0.062" FBC Plans & Engineering (1 PER INCH OF BEAM HEIGHT) (1 SCREW 1 INCH OF BEAM HEIGHT) INTERNAL OR EXTERNAL Services, Inc. STAGGERED, BOTH SIDES STAGGERED, BOTH SIDES RECEIVING CHANNEL 5344 9th St, Zephyrhills, Fl. 33542 A fE2X Phone: (813)838-0735 QoEmail: erb@fbcplans.com o Websn e: www.fbcplans.com =SMBPERO p z:PER PLAN z C.O.A. - #29054 a- <L � 2 J ° n z Q� z DATE: 11/1212022 FLU .062 MIN. RECEIVING CHANNEL FASTEN INTERNAL OR EXTERNAL O < FASTENED TO POST W/ #10 X 3/4" TEK Q RECEIVING CHANNEL TO STRUCTURAL v DRAWN BY: DENNIS W. DUNN a_ SCREW (1 PER INCH OF BEAM WALL MEMBER WITH 1/4"0 X 2" LAG SCREW HEIGHT) STAGGERED (1 SCREW / 2 INCHES OF BEAM HEIGHT) REVISION: DATE: BEAM TO POST CONNECTION BEAM TO WOOD WALL CONNECTION ALUMINUM 3X3 POST RO 1 (2) 3/8" HEX HEAD THIRD RO 2 FASTEN POST TO CONCRETE BOLT, WASHER, AND NUT WITH INTERNAL BASE AND RO 3 (4) 1/4" CORROSION RESISTANT CORROSION RESISTANT FASTEN RECEIVING CHANNEL RD 4 CONCRETE ANCHORS WITH 11 GA. INTERNAL ALUMINUM TO CARRIER BEAM W/ #10 X 3/4" � 3" EMBEDMENT MIN. AND BASE PREDRILL VERTICAL JOB # 22 1107_083 TEK SCREW (1 SCREW / INCH Q3�g 3" EDGE DISTANCE MIN. FLANGES OF BEAM HEIGHT) STAGGERED Q� bti� R, JOB NAME & ADDRESS: 4� BOWEN 1-1/2" X 2-1/8" X 1-1/2" X 0.062" RECEIVING CHANNEL GRAND HORIZONS: LOT 287 ZsMe 37617 GILL AVE. 4 m CAR%Z1, � p�v ALUMINUM 3:C3 POST TO ZEPHYRHILLS, FL. 33541 CONCRETE CONNECTION CONTRACTOR: ti �p FASTEN RECEIVING CHANNEL TO B & H CONSTRUCTION MID -SPAN BEAM W/ #10 X 314" TEK SCREW (1 SCREW / INCH OF BEAM HEIGHT) STAGGERED BOTH SIDES ALUMINUM CARPORT BEAM TO BEAM CONNECTION DETAILS PRODUCT APPROVAL CODE CHART STRUCTURAL COMPONENTS SIMPSON SP1/SP2 FL10456 SIMPSON H3 FL10456 SIMPSON H2.5T FL10446 SIMPSON HTT4/HTT5 FL11496 SIMPSON SSP/DSP/SPH FL10456 SIMPSON LSTA/MSTA FL10456 ALL CONNECTORS AND FASTENERS IN CONTACT WITH TREATED WOOD SHALL BE ZINC COATED GALVANIZED STEEL OR SIMPSON 'ZMAX' SIMPSON H2.5T OR EQUIV. FASTENED PER MFGR'S SPECS, SIMPSON (2) H2.5T OR EQUIV. FASTENED PER MFGR'S SPECS. 2X CRIPPLE STUD A 16" O.C. (N) 2X JACK STUD PER TABLE SIMPSON LETA OR MSTA STRAP OR EQUIV. FASTENED APPROX. 4" ABOVE AND BELOW HEADER PER MFGR'S SPECIFICATIONS i ANIINWMt€e! WINDOW OPFNING w1mgm w; ATTACH JACK TO KING W/ 16d NAILS AT 24 2X CRIPPLE A16 2X WALL AT 16 2X P.T, HEADERS AT JACK LOAD BEARING WALL SIZE SPAN STUDS (2) 2"x4" 4'4" 1 SUPPORTING (2) 2"x6" 6'-4" 1 COMPOSITE (2) 2"x8" 8'-0" 2 PANEL ROOF (2) 2"x10" 9'-6" 2 (2) 2"x12" 11' 6" 2 HEADERS WITH 1/2" PLYWOOD SPACER, GLUED AND NAILED W/ 16d NAILS AT 24" O.C. (2 ROWS STAGGERED) FOR HEADERS OF DOORS OR WINDOWS DIRECTLY UNDER GABLE SEE PLANS (N) 2X HEADER WITH 1/2" PLYWOOD SPACER PER TABLE ALL WOOD STUDS AND BLOCKING FOR WALLS SHALL BE 2X4 SIMPSON H2.5T, H3 OR EQUIV. FASTENED PER MFGR'S SPEBLE C S. SIMPS N SP2 OR [PE TOP PLATE [(N) 2X HEADER WITH1/2" PLYWOOD SPACER EMUGR'S FASTENED T 12" FROM CORNERS, 6" FROM OPENINGS OR EQUIV. FASTENED AND 24" O.C. WITH 4" MIN. EMBEDMENT PER MFGR'S SPECS, INSTALL WINDOWS AND DOORS AND 1-3/4" MIN. EDGE DISTANCE TYPICAL IN OPENINGS PER MANUFACTURERS INSTALLATION INSTRUCTIONS FRAMING FOR OPENINGS WITH HEADERS 6 MIN. RECOMMEND ALUMINUM FLASHING INSTALLED BELOW DRIP EDGE TO HOST BEAM. CAULK ALL SEAMS, ALUMINUM( FLASHING ATTACHED / W/ #8 X 3/4" TEK SCREW AT 12" O.C. I b w d—FASTEN PANEL TO 0.060" MIN. HEADER O CHANNEL WI # 10 X 3/4" TEK SCREW j 8" O.G. AT BOTTOM i I FASTEN 0.060" MIN. HEADER CHANNEL TO HOST I BEAM WITH 1/4"0 X 2-1/2" LAG SCREW AT 24" O.C., 2 ROWS STAGGERED, STRIP SEALANT A BETWEEN FASCIA AND HEADER CHANNEL FASTEN COMPOSITE PANEL TO TOP PLATE WITH 1/4"0 LAG SCREW AND 1-1/2"0 NEOPRENE WASHER AT 8" O.C. WITH 1-1/2" EMBEDMENT MIN. DBL 2X TOP PLATE (ONLY NON -TREATED WOOD IN CONTACT W/ ALUMINUM ROOF OR PROVIDE IMPERVIOUS MOISTURE BARRIER) (N) 2X HEADER WITH 1/2" PLYWOOD SPACER OVER WINDOWS AND DOORS. SEE HEADER TABLE INSTALL WINDOWS PER MFGR'S INSTALLATION INSTRUCTIONS 1/2" P.T. PLYWOOD, MIN. Z HIGH (NON -PT. OR OSB ALLOWED ABOVE 2') SHEATHING SHALL OVERLAP BOTTOM AND TOP PLATES VINYL SIDING OF CHOICE APPLIED PER MFGR'S SPECIFICATIONS 2X P.T. WOOD STUDS AT 16" O.C. 2X P.T. BASE PLATE 1/2"0 WEDGE ANCHOR W/ STANDARD WASHER, 12" FROM CORNERS, 6" FROM OPENINGS AND 24" O.C. WITH 4" MIN. EMBEDMENT AND 1-3/4" MIN. EDGE DISTANCE TYPICAL SP1, H2.5T, H3 OR EQUIV. FASTENED PER MFGR'S SPECS. ay 1 SP2 OR H2.5T NOTE: VINYL SIDING MUST BE INSTALLED OVER A MINMUM 7/16" WOOD STRUCTURAL PANEL SHEATHING (PLYWOOD OR OSB) 2X BLOCKING FOR PANEL SPLICE WHERE WALL HEIGHT EXCEEDS PANEL LENGTH WALL PANELS (PLYWOOD) NAILING NOTE. NAIL 8d NAILS 6" O.C, AT EDGES AND 12" O.C. IN FIELD. ROWS OF NAILS SHALL BE 1/2" MIN. FROM PANEL EDGES. PLYWOOD SHEATHING SHALL OVERLAP BOTH TOP AND BOTTOM PLATES. ALL FASTENERS NAILED PER MANUFACTURERS SPECIFICATIONS. WHEN SHEATHING PANELS ARE CONTINUOUS FROM TOP TO BOTTOM PLATE (8' OR LESS) SIMPSON STUD PLATE TIES ARE REQUIRED ONLT AT THE CORNERS AND EACH SIDE OF OPENINGS AND SHEATHING IS NAILED PER PANEL NAILING NOTE. WHEN SHEATHING PANELS ARE NOT CONTINUOUS, SIMPSON STUD PLATE TIES ARE REQUIRED AT ALL STUDS, SP1, H2.5T OR H3 _ 4" 2500 PSI CONCRETE SLAB WITH PER R318.7 GRADE ,` �Tr,f 6"X6" #10 WWM (OR FIBERMESH) r < OVER 6 MIL. POLY VAPOR BARRIER CONCRETE BELOW :Q.'a4 ®„ W/ EDGES LAPPED 6" AND SEAMS N , a GRADE PER R403.1 `:'$. , ev TAPED, OVER CLEAN, COMPACTED, TERMITE TREATED SOIL. (2) #5 REBAR CONTINUOUS, 25" MIN. OVERLAP ALL JOINTS, 12" ON 3" HIGH CHAIRS FOOTING WIDTH AND DEPTH SIZE AS PER R403.1 AND B1809.4 WALL SECTION / DETAILS i HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-16 AND FBC 7TH EDITION RESIDENTIAL AND EXISTING BUILDING PIP p 1 .w tj 7 z o ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER: 38654 Ian J. Foster P.E. FLORIDA LICENSE NUMBER: 93654 Joel Falardeau P.E. FLORIDA LICENSE NUMBER: 70667 Erik Stuart P.E. FLORIDA LICENSE NUMBER: 77605 FBC Plans & Engineering Services, Inc, 5344 9th St. Zephyrhills, FL 33542 Phone: (813)838-0735 Email: erb@fbcplans.com Website: www,fbcplans.com C.O.A. - #29054 I DATE: 11/12/2022 1 REVISION: DATE: RO 1 RO 2 RO 3 RO 4 JOB # 22 1107 083 JOB NAME & ADDRESS: BOWEN GRAND HORIZONS: LOT 287 37617 GILL AVE. ZEPHYRHILLS, FL. 33541 CONTRACTOR: B & H CONSTRUCTION WOOD FRAME SHED DETAILS ALUMINUM RIDGE CAP FLASHING FASTENED TO COMPOSITE PANEL W1 #8 X 3/4" TEK SCREW AT 12" O.C. B4O0� FASTEN COMPOSITE PANEL TO BEAM W/ #10 TEK SCREW AND 1-1/4"0 NEOPRENE WASHER AT 8" D.C. (USE SCREW LENGTH EQUAL TO COMPOSITE PANEL THICKNESS PLUS 1" MIN,) com"B,7-E #12 X 3/4' TEK SCREW AT 24" O.C., (2) ROWS, STAGGERED, TOP AND BOTTOM AS SHOWN 4" X 8" X 1/8" ALUMINUM 4X4 POST GUSSET PLATE, BOTH SIDES. FASTEN TO KING POST AND RIDGE BEAM W/ #12 X 3/4" V TEK SCREW, (6) PER FLANGE. COMPOSITE PANEL ROOF, DBL RIDGE BEAM AND 4X4 POST CONNECTIONS AT RIDGE #10 TEK SCREW AND 1-1/4'0 NEOPRENE WASHER AT 8" O.C. (USE SCREW LENGTH EQUAL TO COMPOSITE PANEL THICKNESS PLUS 1" MIN.) #10 X 4" TEK SCREW INTO SCREW BOSS (4) 2X PATIO UPRIGHT (6) 3X3X.072" POST COMPOSITE PANEL ROOF EDGE / END BEAM IS THE SIZE AS UPRIGHT 2X PATIO EDGE / END BEAM PER PLAN 2X PATIO UPRIGHT OR 3X3X.072" POST PER PLAN COMPOSITE PANEL ROOF, POST, AND EDGE / END BEAM CONNECTION DETAIL ALUMINUM RIDGE CAP FLASHING FASTENED TO COMPOSITE PANEL W1 #8 X 3/4" TEK SCREW AT 12" O.C. Oaf FASTEN COMPOSITE PANEL TO BEAM W/ #10 TEK SCREW AND 1-1/4"0 NEOPRENE WASHER AT 8" O.C. (USE SCREW LENGTH EQUAL TO COMPOSITE PANEL THICKNESS PLUS 1" MIN.) compoSITE RU� %--� OF #12 X 3/4" TEK SCREW AT 24- O.C., (2) ROWS, DBL 2X6 SMB RIDGE BEAM STAGGERED, TOP AND ATTACH TO POST PER'DBL BEAM BOTTOM AS SHOWN TO POST CONNECTION' DETAIL 4X4 POST -L-A V COMPOSITE PANEL ROOF, DBL RIDGE BEAM AND 4X4 POST CONNECTIONS AT RIDGE #10 TEK SCREW AND 1-1/4"0 NEOPRENE WASHER AT 8" O.C. (USE SCREW LENGTH EQUAL TO COMPOSITE PANEL THICKNESS PLUS 1" MIN.) 2X PATIO EDGE / END BEAM PER PLAN 2" X 2" X 0. 125" X'BEAM DEPTH' ANGLE W/ (3) #10 X 3/4" TEK SCREW EACH LEG, EACH SIDE OF UPRIGHT 3" X 3" ALUMINUM POST PER PLAN me] I A116offlum z In HINGE LOCATION --- z 7: < a- T < a- cc 0- LU E2� 0- Lij D a- Z) �L HINGE LOCATION HINGE LOCATION NOTES: 1. HINGES SHALL BE ATTACHED TO STRUCTURE W1 (3) #10 X 3/4" TEK SCREW MINIMUM. 2. DOOR SHALL BE ATTACHED TO ENCLOSURE W/ (2) HINGES MIN. 3, HINGES SHALL BE ATTACHED TO DOOR WITH (3) #10 X 3/4" TEK SCREW. FASTEN A 1'X2'XO.044" TO UPRIGHT W1 #12 X 1-1/2' TEK SCREW AT 12" O.C. AND WITHIN 3" FROM END OF THE UPRIGHT, TYPICAL SCREEN DOOR CONNECTION DETAIL ALUMINUM FLASHING PLACED UNDER DRIP EDGE AND ATTACHED TO COMPOSITE PANEL W/ #8 X 3/4" TEK SCREW AT 12" O.C. OR STRIP SEALANT BETWEEN FASCIA AND RECEIVING CHANNEL EXISTING ROORDORMER COMPOSITE PANEL ATTACHED TO RECEVING CHANNEL W/ A 10 X 3/4" TEK SCREW AND VO NEOPRENE WASHER AT 8" O.C. TOP AND BOTTOM COMPOSITE PANEL ROOF 2X PER PLAN HOME --------- ------ FASTEN COMPOSITE PANEL ROOF TO MFD. ALL BEAMS W1 # 10 TEK SCREW AND 1-1/4'10 NEOPRENE WASHER AT 8" O.C. ALUMINUM --- (USE SCREW LENGTH EQUAL TO COMPOSITE UPRIGHT PANEL THICKNESS PLUS 1" MIN. PER PLAN —LA—L—L COMPOSITE PANEL ROOF ALONG GABLE AND CONNECTIONS TO EDGE BEAM I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WFEW —0q)EV7V41`6AI*1,j.FBC 7TH EDITION BUILDINQ'-�-0' o" -o' Z PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER: 38654 Ian J. Foster P.E. FLORIDA LICENSE NUMBER: 93654 Joel Falardeau P.E. FLORIDA LICENSE NUMBER: 70667 Erik Stuart P.E. FLORIDA LICENSE NUMBER: 77605 FBC Plans & Engineering Services, Inc. 5344 9th St. Zephyrhills, Fl, 33542 Phone: (813)838-0735 Email: erb@fbcplans.com Website: vvww.fbcpIans.corn C.O.A, - #29054 I DATE: 11/12/2022 1 I REVISION: I DATE: I JOB # 221107083 TOB NAME & ADDRESS: BOWEN GRAND HORIZONS: LOT 287 37617 GILL AVE. ZEIPHYRHILLS, FL. 33541 CONTRACTOR: B & H CONSTRUCTION SCREEN ROOM ON WOOD DECK DETAILS ®7 FASTEN SMB TO RECEIVING 2" X 4" X 2" X 0.062" MIN. CHANNEL W/ #12 X 3/4" TEK SCREW RECEIVING CHANNEL (1 PER INCH OF BEAM HEIGHT) STAGGERED, BOTH SIDES o DBL 2X SMB o n PER PLAN ° a- °a z� RECEIVING CHANNEL FASTENED TO POST Wl #12 X 314" TEK SCREW Q (1 PER INCH OF BEAM HEIGHT) STAGGERED DBL BEAM TO POST CONNECTION FASTEN SMB TO RECEIVING CHANNEL W/ #10 X 3/4" TEK SCREW 1 PER INCH OF BEAM HEIGHT STAGGERED, BOTH SIDES o 2X SMB PER PLAN} �° a o zw .062 MIN. RECEIVING CHANNEL FASTENED TO POST W/ #10 X 314" TEK 4 SCREW 1 PER INCH OF BEAM` HEIGHT) STAGGERED BEAM TO POST CONNECTION 4wwo 1X OPEN BACK ALUMINUM POST. PER PLAN' FASTEN 1X OPEN BACK TO ALUMINUM PAST W/ #10 X 1-1f2" TEK SCREW, 3" FROM TOP AND BOTTOM AND 12" O.C. -------------- 17 1X OPEN BACK TO ALUM POST I HEREBY CERTIFY THAT 1 HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-16 AND FBC 7TH EDITION RESIDENTIAL AND EXISTING BUtL IN $ % L �-*^44 Ds " t sT 7 PROFFESSIO c NEExSEAL OPTION #1 ENGINEER OF RECORD ALUMINUM 3X3 OR 4X4 ALUMINUM RIDGE CAP FASTEN COMPOSITE PANEL TO David W. Smith P.E. POST PER PLAN FASTEN POST TO WOOD DECK 1-1/2" X 2-1/8" X 1-1/2" X 0.062" ALUMINUM INTERNAL OR FLASHING FASTENED TO BEAM W/ #10 TEK SCREW AND 1-1/4" Q FLORIDA LICENSE NUMBER: 53608 WITH INTERNAL BASE AND LAG SCREWS (2) 3/8" HEX HEAD THRU WASHER, AND EXTERNAL RECEIVING CHANNEL COMPOSITE PANEL W/ #8 X 3/4" NEOPRENE WASHER AT 8" Q.G. (USE TEK SCREW AT 12" O.C. SCREW LENGTH EQUAL TO COMPOSITE Thomas L. Hanson P.E. FOR 3X3 POST USE (4) 1/4"0 LAG SCREWS BOLT, NUT CORROSION RESISTANT OR ! I W/ (4) #10 X 3W TEK SCREW PANEL THICKNESS PLUS 1'" MIN.} FOR 4X4 POST USE (4) 3/8" O LAG SCREWS 1 I INTO BEAM OR UPRIGHT AND FLORIDA LICENSE NUMBER: 38654 W/ 2-1/2" EMBEDMENT MIN, X 314" TEK SCREW 1 1 (2) #12 X 3/4" TEK SCREW EACH E H EACH SIDE I I LEG INTO GIRT OR PURLIN a� `�gpOF CQMPpSlT�RO Ian J. Foster P.E. WOOD OR COMPOSITE 1 GULP pF DECK PLANKING 11 GA. INTERNAL ALUMINUM I -------- FLORIDA LICENSE NUMBER: 93654 BASE PREDRILL VERTICAL -------- FLANGES NOTE: 2X PER PLAN I I 2X PER PLAN - - - — I ------- ---__=—= — ------ — — 1®� alai Call P.E. LAG SCREWS INTO I I 2X6 SMB PERIMETER OR FLOOR I RIDGE BEAM FLORIDA LICENSE NUMBER: 70667 JOISTS OR ADD 0.062" MIN. ANGLE CLIP I I UPRIGHT PER PLAN (UNDER O.H.} Erik Stuart P.E. 2X BLOCKING P.=PERIMETER W/ (2) #12 X 3/4" TEK I I DBL. 2X3 NAiLERS AS NEEDED SCREW EACH LEG I I 1 I PATIO UPRIGHT FLORIDA LICENSE NUMBER: 77605 ALUMINUM 3X3 OR 4X4 POST OPTION #2 COMPOSITE PANEL ROOF TO BEAM FEC Plans &Engineering TO WOOD DECK CONNECTION CHAIR RAIL AND GIRT CONNECTIONS UNDER O.H. AT RIDGE Services, Inc. 5344 9th St, Zephyrhills, Fl. 33542 Phone:(813)838-0735 Email: erb@fbcplans,com ATTACH SGL. 2X6 RIDGE BEAM Website: www.fbcplans.com TO DBL, 2X3 UPRIGHTS PER C.O.A. - #29054 SGL. "BEAM TO POST CONNECTION 2X6 SMB DETAIL" AS SHOWN DATE: 11/12/2022 - DBL. 2X6 SMB DRAWN BY: DENNIS W. DUNN 3" COMPOSITE ------------ �PIE!"1 (4) #10 X 2" TEK SCREW INTO SCREW BOSS I1 I II II 6� PANEL ROOF REVISION: DATE: 1/4" Q LAG SCREW Q I I 9 O I I I DBL. 2X3— ATTACH DBL. 2X6 RIDGE BEAM RO 1 22 1117 333 - — 6" FROM END AND 24" qc� PATIO UPRIGHT TO DBL. 2X3 UPRIGHTS PER RO 2 O.O. BETWEEN COLUMNS ro ATTACH DBL. 2X3'S "DBL BEAM TO POST CONNECTION W/ 1-1/2'" MIN. EMBEDMENT N N W/ #10 X 2-1/2" TEK SCREWS DETAIL" AS SHOWN RO 3 NOTE: i AT 24" Q.C. 6", FROM ENDS, RO 4 LAG SCREWS INTO EACH SIDE, STAGGERED PERIMETER OR FLOOR ( 1X3 OPEN BACK 1X3 OPEifBACK JOB # 22_1107_083 JOISTS OR ADD ----------------- 2X BLOCKING f i / i / HAILERS AS NEEDED / / ��>///� �� / � / �i / / / ®•/� / j/ // 3" COMPOSITE PANEL ROOF JOB NAME & ADDRESS: WOOD DECK��/ ° / ��'�//�/ WOAD DECK/ / / o a " E SIDE VIES BOWEN SG L. 2X6 SMB o 11 o DBL. 2X6 SMB RIDGE BEAM GRAND HORIZONS: LOT 2$7 RIDGE BEAM 37617 GILL AVE, FOR ROOF Q.H. o ZEPHYRHILLS, FL. 33541 FRONT VIEW SIDE VIEW 4 till CONTRACTOR: ALUMINUM 2X3 UPRIGHT BASE CONNECTION B & H CONSTRUCTION 12" MAX. k{ o {�� DBL, 2X3 PATIO UPRIGHT SCREEN ROOM DBL. RIDGE BEAM AND SGL. RIDGE BEAM (UNDER O.H.) ON WOOD DECK CONNECTIONS TO DBL 2X3 POST AT RIDGE DETAILS t-kkZ:' 1 MIN Ut5L. t'LKHVJC I t-r W/ (1) SIMPSON L50 ANGLE 01 TYPICAL OF 4 AT C DBL. P.T. 2X6 FLUSH GIRDER TYPICAL FASTEN DBL. FLUSH GIRDER AND DBL. PERIMETER JOIST TO 4X4 POST W/ (2) SIMPSON AC4R POST CAP OR EQUIV. TYPICAL FASTEN FLOOR JOIST W/ SIMPSON LUS26 JOIST HANGER OR EQUIV, AT EACH END TYPICAL P.T. 4X4 POSTS ON RIBBON FOOTER OR SLAB PER PLAN TYPICAL WOOD DECK FASTEN WOOD DECKING W/ 8d GALVANIZED NAILS, 2 PER BOARD AT EVERY JOIST FASTEN COMPOSITE DECKING W/ #10 X 2" SCREWS, 2 PER BOARD AT EVERY JOIST FASTEN 314!'PLYWOOD SUB -FLOOR W/ GLUE AND NAIL TO JOISTS W/ 8d GALVANIZED NAILS 6" O.C. AT EDGES AND 12" O.C. IN FIELD TABLE SPANS ARE FOR #2 SYR (SOUTHERN YELLOW PINE) 16" D.C. SIMPSON LUS26 SIMPSON L50 DECK JOIST SPANS GIRDER SPAN LENGTHS JOIST HANGER ANGLE, EACH SIDE DECK JOIST SPAN < OR = TO (FEET) I I I JOIST I SPAN GIRDER SIZE DBL, FLUSH GIRDER DBL. PERIMETER JOIST PT 2X6 9'MAX 61 8' 1 10' 12' OR DBL PT 2X6 61-111, 5-11' 54" 4'-10" DBL, PERIMETER JOIST PT 2X8 12'MAX — DBL PT 2X8 8'-911 7,-7 61-91, 6'-2' PT 2X10 14'MAX FLOOR JOIST I DBL, FLUSH GIRDER DBL PT 2X10 10'-4" -01, 81-01 7'-4' FLOOR JOIST TO GIRDER L GIRDER TO JOIST PT2X12 1 8'-7" SPANS PER PRO 7TH EDITION R507.5 AND R507.6 SIMPSON AC4R POST CAP EACH SIDE OF POST PRODUCT APPROVAL CODE CHART I UNLESS OTHERWISE NOTED STRUCTURAL COMPONENTS —SIMPSON ABU-44 OR EQUIV. I SIMPSON ABU44 FL10860 W/ 1/2'WEDGE ANCHOR I SIMPSON AC4R FL10860 I 4X4 POST 3" IMBEDMENT (2000# UPLIFT) I -SIMPSON L50 I'Ll 0446 PER MFGR'S, SPECS, I SIMPSON LUS26 FL1 0531 DBL, PERIMETER JOIST ALL STRUCTURAL HARDWARE CONCRETE OR COMPONENTS FASTENED PER 4X4 I 4X4 POST CONNECTION DEL, FLUSH GIRDER F4X4 POST MANUFACTURER'S SPECIFICATIONS. TO CONCRETE NOTE: DBL. PERIMETER JOIST OR ALL CONNECTORS AND FASTENERS L — — — — — — — — — — — �j — _1 — IN CONTACT W/ TREATED WOOD LaBC_L6�H _6KD��TO X4 POST SHALL BE ZINC COATED GALVANIZED STEEL OR SIMPSON'ZMAX'. I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-16 AND FBC 7TH EDITION RESIDENTIAL AND EXISTING BUILDING 44 e A4 % ell 'Z S V P IL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER: 38654 Ian J. Foster P.E. FLORIDA LICENSE NUMBER: 93654 Joel Falardeau P.E. FLORIDA LICENSE NUMBER: 70667 Erik Stuart P.E. FLORIDA LICENSE NUMBER: 77605 FBC Plans & Engineering Services, Inc. 5344 9th St Zephyrhills, Fl. 33542 Phone: (81.3)838-0735 Email: erb@fbcplans.com Website: www.fbcplans.com C.O.A. - #29054 I DATE: 11/12/2022 1 I DRAWN BY: DENNIS W,DUNN I I REVISION: I DATE: I BOWEN GRAND HORIZONS: LOT 287 37617 GILL AVE. ZEPHYRHILLS, FL. 33541 CONTRACTOR: B & H CONSTRUCTION FASTEN DBL DROPPED GIRDERS TO FLOOR JOIST W/ SIMPSON H3 OR H2,5A OR EQUIV. DBL. P.T. 2X6 DROPPED GIRDERS TYPICAL P.T. 2X6 FASTEN COMPOSITE DECKING W/ #10 X 2" SCREWS, 2 PER BOARD AT EVERY JOIST FASTEN FLOOR JOIST W1 SIMPSON LUS26 JOIST NOTE: HANGER OR EQUIV. AT EACH END P.T, 2X6 (FLAT) AND 2X4 BLOCKING TYPICAL ARE ONLY REQUIRED WHERE A HANDRAIL POST IS BEING ATTACHED P.T. 2X6 FLOOR JOIST AT 16" D.C. MAX, (OPTION A) TYPICAL P.T. 2X6 (FLAT) TYPICAL EACH CORNER P.T. 4X4 POSTS IF REQUIRED, ATTACHED TO JOISTS TYPICAL WITH 3" DECK SCREWS AS SHOWN P.T. 2X4 COMBINATION POST TYPICAL OF LANDING (3) 2X4 P.T. NAILED TOGETHER W1 8d GALV. NAILS APPROX. 4'0.C. 4��_ SLOPING AND 6 PER 2X6 PERIMETER JOIST SIDEWALK LANDING P.T. 2X6 PERIMETER JOIST �77/ 7,,7;M11;q TYPICAL 4'-9" 5' 51 4' (3) RT. 2X4 BLOCKING, STANDING up (OPTION B) (OPTION B) ABOVE GIRDER, ATTACHED TO EACH P.T. 2X6 (FLAT) TYPICAL EACH SIDE P.T. 2X6 (FLAT) TYPICAL EACH SIDE SIDE OF POST WITH 3" DECK SCREWS IF REQUIRED, ATTACHED TO JOISTS IF REQUIRED, ATTACHED TO JOISTS AND 2X4 BLOCKING WITH 3" DECK WITH 3" DECK SCREWS AS SHOWN SCREWS AS SHOWN PICKET SIZE AND SPACING EACH PICKET ATTACHED TO TOP SHALL NOT ALLOW PASSAGE AND BOTTOM RAIL W/ (2) #10 X 3/4" TOP AND BOTTOM RAIL ATTACHED TO OF A 4"0 SPHERE PER FBC R312 CORROSION RESISTANT SCREW NEWEL POST W1 1-1/2"X 1-112" X 3/16" ANGLE AND (2) #10 X 3/4" TEK SCREWS 6'O.C. MAX. EACH FLANGE, ATTACHMENT TO BE AT UNDERSIDE OF RAILING r ... .......... TT , I : : 1 1 1 i I � I I , '? NEWEL POST I I j I TYPICAL NEWEL POST L I a I -1�' FASTENED PER -- z - f "POST Tr7 BASE TO WOOD" DETAIL cc Li — Lij�_j� LANDING 1 LLI L-1 SLOPING $ID NEWEL POST JOIST FASTENED PER "POST BASE TO CONCRETE" DETAIL CONCRETE �SIMPSON -/ FASTEN PERIMETER JOISTJ TP37 TIE PLATE ATTACH SLOPING SIDEWALK TO AND DEL. GIRDERS TO 4X4 TYPICAL AT OUTSIDE CORNERS CONCRETE SLAB WITH 2" X 2" X 1/8" POST W/ (2) 3/8`0 THRU AND SIMPSON ML26 ANGLE ANGLES SECURED WITH 1/4" X 2" BOLT, WASHER AND NUT AT INSIDE CORNERS TAPCON INTO BOTTOM FLANGE AND (2) #10X1" SCREWS INTO TOP FLANGE WOOD / COMPOSITE LANDING AND SLOPING SIDEWALK FLOOR JOIST / GIRDER LAYOUT - 4- — ATTACH WOOD PLANKING W/ (4) 2" X 2" 3/8'0 X 2-1/2" LAG SCREWS INTO JOIST 2" X 2" ATTACH WITH (4) 3/ ALUMINUM NEWEL POST ATTACH COMPOSITE PLANKING W1 (4) 4 1 ALUMINUM NEWEL POST 1 �01 I NEWEL POST SECURED #10 X 2-1/2" SCREWS INTO JOIST I I MASONRY SCREW I TO BASE BY CONTINUOUS DECK PLANKING T SECURED ANCHOR WITH 2" MIN. I )M 3/32 MIG WELD AT BOTTOM WOOD TO BASE BY C I NUOUS NEWELPOS WOOD OR COMPOSITE CONTINUOUS EMBEDMENT AND 1-112" 3/32 MIG WELD AT BOTTOM MIN. EDGE DISTANCE JOIST OIST POST BASE TO CONCRETE POST BASE TO WOOD DECK I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN TABLE SPANS ARE FOR #2 SYR COMPLIANCE WITH ASCE 7-16 AND FBC 7TH (SOUTHERN YELLOW PINE} 16" O.C. EDITION RESIDENTIAL AND EXISTING GIRDER SPAN LENGTHS BUILDING DECK JOIST SPANS DECK JOIST SPAN < OR = TO (FEET) L JOIST SPAN GIRDER SIZE -A 6' 81 10, 12 PT 2X6 9'MAX 1, DBL PT 2X6 61-115'-11" 5'-4" 4'- 10" PT 2X8 12'MAX rt 0 DBL PT 2X8 81-91, T-7` 6-9" 6-2" PT 2X1 0 14' MAX DBL PT 2X1 0 10'-4" 91 -01, 81-0" 7'-4" PT 2X1 2 16' 6" MAX DBL PT 2X12 12'-2" 10'-7" 9'-5" 8'-7" SPANS PER FBC 7TH EDITION R507.5 AND R507.6 7, PRODUCT APPROVAL CODE CHART WtER ALL STRUCTURAL HARDWARE STRUCTURAL COMPONENTS p SEAL COMPONENTS FASTENED PER SIMPSON ABU44 FL10860 MANUFACTURER'S SPECIFICATIONS. ENGINEER OF RECORD SIMPSON H2.5A FL10456 NOTE: David W. Smith P.E. SIMPSON H3 FL10456 ALL CONNECTORS AND FASTENERS SIMPSON LUS26 FL10531 IN CONTACT W/ TREATED WOOD FLORIDA LICENSE NUMBER: 53608 SIMPSON ML26 FL10446 SHALL BE ZINC COATED GALVANIZED Thomas L. Hanson P.E. STEEL OR SIMPSON'ZMAX', FLORIDA LICENSE NUMBER: 38654 Ian J. Foster P.E. FLORIDA LICENSE NUMBER: 93654 FASTEN PERIMETER JOIST III 1 �HRU Joel Falardeau P.E. TO 4X4 POST W/(2) 3/8-0 THRU111 D NUT T BOLT, WASHER AND NUT FLORIDA LICENSE NUMBER: 70667 Erik Stuart P.E. (D FLORIDA LICENSE NUMBER: 77605 PERIMETER I FBC Plans & Engineering JOIST Services, Inc. FASTEN DBL. GIRDERS 5344 9th St. TO 4X4 POST W1 (2) 3/8"0 THRU DBL. GIRDER ,U Zephyrhills, FL 33542 I X BOLT, WASHER AND NUT 4X4 POST Phone: (813)838 -0735 I LDBL, GIRDER AND JOIST TO 4X4 POST 7—SIMPSON H3, — -- I H2,5A OR EQUIV. P,T, 2 X 4 COMBINATION POST 'T /—FASTEN TRPL, 2X4 POST TO SLAB WITH 2'X 2" X 1/8" FLOOR ANGLE W/ (2) 1/4"TAPCONS, I JOIST 2" EMBEDMENT, FASTEN ANGLE TO POST W/ (2) #10 X 2" LAG SCREWS. DBIL. GIRDER DBL. I CONCRETE I 4X4 POST LLX4 COMBINATION POST TO CONCRETE DBL. GIRDER TO FLOOR JOIST US SIMPSON LUS26 JOIST HANGER I SIMPSON ABU44 OR EQUIV. I OR EQUIV, I W/ 1/2" WEDGE ANCHOR I I PERIMETER 4X4 POST 3- IMBEDMENT (2000# UPLIFT) JOIST PER MFGR'S. SPECS. o I I FLOOR JOIST I CONCRETE I I I I FLOOR JOIST TO �X4POSTCONNEC�TION TOCONCR. PERIMETER JOIST Email; erb@fbcplans.com Website: www.fbcplans.com C.O.A. - #29054 DATE: 11/12/2022 DRAWN BY: DENNIS W. DUNN REVISION: DATE: RO 1 RO 2 RO 3 R04 I JOB # 22 1107 083 JOB NAME &ADDRESS: BOWEN GRAND HORIZONS: LOT 287 37617 GILL AVE. ZEPHYRHILLS, FL, 33541 CONTRACTOR: B & H CONSTRUCTION WOOD / COMPOSITE LANDING AND SLOPING SIDEWALK W1 RAILING DETAILS S-10 EACH PICKET ATTACHED TO TOP AND BOTTOM RAIL W/ (2) 91 OX3/4" CORROSION RESISTANT SCREW NEWEL POST---\ TYPICAL \, MAX. PICKET SIZE AND SPACING SHALL NOT ALLOW PASSAGE OF A SPHERE 4" IN DIAMETER PER FBC R312 —1 —TOP AND BOTTOM RAIL ATTACHED NEWEL POST TO NEWEL POST OR STRUCTURAL FASTEN TO DECK POST PER PLAN WITH 1-1/2" X 1-1/2" X 3/16" SEE "POST BASE TO ANGLE W/(2) #1OX314- TEK SCREW EACH FLANGE. WOOD DECK" DETAIL ATTACHMENT TO BE MADE AT UNDERSIDE OF RAILING RAILING ON WOOD DECK �1119ATFJ]Irft IBM= P.T. 2X12 STAIR STRINGERS TYPICAL OF 4 DBL. P.T. 2X4 POST TYPICAL OF 4 NAILED TOGETHER W/ 8d GALV. NAILS RAILING / STEPS DETAILS wxuwmsw� NOTE: ALUMINUM STRUCTURAL RAILINGS OR OTHER COMMERCIAL MANUFACTURED RAILING THAT MEET FLORIDA BUILDING CODE REQUIREMENTS AND HAVE FLORIDA PRODUCT APPROVAL NUMBER MAY BE SUBSTITUTED IN LIEU OF TYPICAL CONTRUCTION SHOWN, STAIRS AND RAILINGS SHALL BE CONSTRUCTED IN COMPLIANCE WITH FBC 7TH EDITION SECTIONS R311 AND R312. Al - WITH 2" X 2" X 1/8" ANGLE SECURED WITH (2) 1/4- X 2- TAPCON INTO BOTTOM FLANGE AND (2) #10 X 2- LAG SCREW INTO TOP FLANGE TYPICAL OF 2 REAR ELEVATION 2" X 2" ALUMINUM NEWEL POST NEWEL POST SECURED TO BASE BY CONTINUOUS 3132 MIG WELD AT BOTTOM DBL. P.T. 2X4 POST TYPICAL OF 4 WOOD STEPS W/ RAILING TOP AND BOTTOM RAIL ATTACHED TO NEWEL POST WITH 1-1/2" X 1-1/2" X 3/16" ANGLE -1 W1 (2) #10 X 3/4` TEK SCREW EACH FLANGE. ATTACHMENT TO BE AT UNDERSIDE OF RAILING NEWEL POST FASTENED PER "POST BASE TO WOOD DECK" DETAIL" DBL. P.T. 2X4 POST P.T. 2X12 STAIR STRINGER TYPICAL OF 4 EACH PICKET ATTACHED TO TOP AND BOTTOM RAIL W/ (2) #10 X 3/4" CORROSION RESISTANT SCREW PICKET SIZE AND SPACING SHALL NOT ALLOW PASSAGE OF A 4`0 SPHERE PER FBC R312 �fTRIANGULAR OPENINGS SUCH THAT A 6"0 SPHERE WILL NOT PASS PER FBC R312 EXCEPTION / NEWEL POST —TYPICAL RISER HEIGHT = 7-3/4" MAX. HEIGHT DIFFERENCE BETWEEN RISERS SHALL NOT EXCEED 3/8" TREAD DEPTH = 10" NIZ (NOT INCLUDING NOSING) A NOSING NOT LESS THAN 3/4' AND NOT MORE THAN 1-1/4" SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS. EXCEPTION: A NOSING IS NOT REQUIRED WHERE THE TREAD DEPTH IS A MIN. OF 11 NEWEL POST FASTENED PER FM-71 "POST BASE TO CONCRETE" CONCRETE 41 DETAIL" ATTACH STAIR STRINGER TO CONCRETE -J ;—P.T. 2X TREAD FASTEN TO STRINGER WITH 2" X 2"X 1/8'ANGLE SECURED WITH VV/ (4) 16d NAILS EACH CONNECTION (1) 1/4" X 2" TAPCON INTO BOTTOM FLANGE AND FOR COMPOSITE FASTEN TO STRINGER (2) #10 X 1" SCREW INTO TOP FLANGE W1 (4) #10 X 2- SCREW EACH CONNECTION TYPICAL OF 2 SIDE ELEVATION ATTACH WITH (4) 3116"0 MASONRY SCREW ANCHOR W/ 2" MIN, EMBEDMENT AND 1-1/2" MIN. EDGE DISTANCE POST BASE TO CONCRETE ATTACH WOOD PLANKING W/ (4) 3/8"0 X 2-1/2" LAG SCREWS INTO JOIST ALUMINUM NEWEL POST—'14 ATTACH COMPOSITE PLANKING W/ (4) 1 NEWEL POST SECURED #10 X 2-1/2" SCREWS INTO JOIST I TO BASE BY CONTINUOUS DECK PLANKING 3/32 MIG WELD AT BOTTOMN WOOD OR COMPOSITE JOIST POST BASE TO WOOD DECK I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-16 AND FBC 7TH EDITION RESIDENTIAL, 4NffXISTING VON BUILDING Fr- C "A PROF SIONAL EERSEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER: 38654 Ian J. Foster P.E. FLORIDA LICENSE NUMBER: 93654 Joel Falardeau P.E. FLORIDA LICENSE NUMBER: 70667 Erik Stuart P.E. FLORIDA LICENSE NUMBER: 77605 FBC Plans & Engineering Services, Inc. 5344 9th St. Zephyrhills, FL 33542 Phone: (813)838-0735 Email: erb9fbcpIans.corn Website: www.fbcplans.com C.O.A. - #29054 I DATE: 11/12/2022 1 I DRAWN BY: DENNIS W.DUNN I REVISION: DATE: RO 1 RO 2 RO 3 R04 JOB # 221107083 TOB NAME &ADDRESS: BOWEN GRAND HORIZONS: LOT 287 37617 GILL AVE. ZEPHYRHILLS, FL. 33541 CONTRACTOR: B & H CONSTRUCTION WOOD / COMPOSITE STEPS W/ RAILING DETAILS S-11 FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email ZMMM2MH0M= Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory IMEMEEMSEM FL16952-R3 Revision 2020 Approved American Metals Supply, Inc, 3119 Queen Palm Dr. Tampa, FL 33619 (813) 242-8100 Santos Gonzalez0american metals -us Santos Gonzalez $a ntos,Gon zatez@ame rica n metals, us Roofing Metal Roofing Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Do Kim Evaluation Report Florida License PE-49497 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 05124/2022 Validated By James L. Buckner, RE, @ CBUCK Engineering '.' Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1504 1507,4 1609 2002.4 122DICU.MP-1 Product Approval method Method 2 Option B C_ Date Submitted 08/12/2020 Date Validated 08113/2020 Gate Pending FBC Approval 08/19/200 Date Approved 10/13/2020 FL # ! Model, Number or Name 16952,1 1 3 Riser Aluminum {goof Pane Limits of Use Approved for use in i VHZ: No Approved for use outside r VHZ, Yes ImpactResistant: N/A Design Pressure., +48.6/-48.6 Others For use in outdoor patio construction only, See installation instructions for other design limitations. Description 0.024" andg0.030" thick x 3" x 12" wide riser roof panels Installation Instructions L1.0 R „I 7(32Q A "C 6 5> Ifl i i tz gsP.. Verified By: Do Kim PE 49492 Created by Independent Third Party: Yes Evaluation Reports R LPAf Created by Independent Third Party: Yes Qg -.,.�.t7 :r 260i. HIaIr 5cune R,ad,'ra#iahac, e F >49 Plbsne: 85o�re67- W The State of Florida is an AA/EEO employer. 4. a 7- .: EriyAQk„ x= ;; A&QaaWUy 4II. tiS =s qddRIL .till Iiie. t Under Florida law, email addresses are public records, If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, Please Contact $50,487.1395. Pursuant to Section 455,275{i}, Florida Statutes, effective October 1, 2012, I(eencees licensed under Chapter 455, F 5. must provide the Department with an email address if they have one. The amails provided may be used for official communisation with the licensee, However email addresses are public record; If you do not wish to supply a personal address, please provide the Department with an entail address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click ham,,.. ProduatApproval Aboepto: W,l Credit Card man5 AMERR CAN METALS SUPPLY - ALUMINUM ROOF PANELS Queen Palm Dr. r.3119 I Enommll ASCE 715tiftimate Design Pressure Snan Table Ffaaafski Tampa, FL 33619 STIMMKS CLEAAWINDROW1 -L-T Went(813) 242-8100 In a 7. n Pressure fi ,EW-span span tt 110 10.0 170 -211*191 9A 11.9 //.0CK 140 -25,51-23,2 9.6 11,1 +29s/-20..9 93 PAMELS TO INSTALL 160 +38 PRODUCT APPROVAL DETAILS: BLDG CODE 7th Edition (2020) FLORIDA BUILDING CUM llvflz: NOT FOR USE IN IMIZ LIMITS OF USE: FOR PATIO USE ONLY, -CARPC AyFS -PATIO COVERS -SUNROONIS -SCREENENCLOSURES -CANOPIES -OTHER SIMILAR MINOR STRUCTURES 110 /-"Tl 11 0 1 &4wsuees fAsm7-t6 uponate gLye preiaure span Tame trPoeshlIm OPEN 5MMUS(CMARVANDPLOW1 Wind Wed I Desilm Pressure OOW SM (fil OMW spar, (ft) ±22A/-20-5 9S t9.3 IIA 2E .26,0/-23,7 9,6 I - IW +29.9/-Z7,Z ISO +-MQ(-31-0 88 94 Notes: EV L Aluminum roof parelsshall be of aluminum almy 3105-Hl or approved equal, 2. Roof panel metal thickness tested; 0.024' and 0.030'. VA. I Product materials confront to ASTM 11209. a- All inside bend radii aye 0,047 unless otherwise noted, 5, Standard Manufacturing Tolerances: Dimension + / - 0,005 Radius +;-,005 Angle +,- I' 6, Noduct rest report for 0.030v and 0.024"thicknass Rolled 3" Riser Roof Panels, Test Rupert loo,� fi'9946.01401-44y Oct 2,2015. ASTE330/E330M-14. Architectural 'Feeling, Inc. an lisunick condeiny. 2250ldassam Blvd- Tampa, Fl, 33619- T All product pertomecocc specifications and construction requirements shall he engineered by a licensed design professional in accordance with the Alunincurn Design Manual Spcedficationv Guideloresfor Washopunte DC, for wind resistance in conformance to FBC Chapter 16 for Components and Cladding Leads,, ASCF-SET 7-16 Chapter 30 for RcofComponents, and Cladding for Open Buildings and Partially Open Buildings, Effective area for wind load calcularmas based on 36,sq- feet 8. Clear wind flow denotes relatively unobstructed wind flow blockage less than or equal to 50%, C Arstructed Ixind flow dessites objects belaw roof inhibiting wind flow (>50%, blockage) as defined by ASCE/SEI 7-16, 9, Spanschedule show maximum roof panel space between supports, Interpolation between Van values is permitted, Maxspan deflection limit L/60, 10, Mean roof height of structure shall not carved 15 feet above grade. Span tables for open structures tovesi on 1.2' (4` per loss) & 5' max. mof slope, Farspimi for slope values not shown, limer unerrolation is perinused. IL Each motRanel shall be connected per design profirsdinsed's instructions, but shall have min, of (3)-# 10 SIAS whicirpriate grislue and washer along supports (or other approved connection by design professional) w/ min. 0,040" thick, 6063-T6 aluminum base metal, Support beams shall be provided on edge traneir- parallel to panelepan, kul WN M ----- - ----- rApgRWF IaANE1 S t DO KIM I& ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS Po BOY IW39 Tps, FL 13574 I fo. r% 1 Jssum I DRAWN91 M CNEratio , ace ASSHCA 11M ASSCtl, -11 iE - Drawing No. - 140316 —7—s6TEii- —10-F-1 7 c SCIS Home Log In User Registration Hot Topics Submit Surcharge i Stats & Facts Publications Contact its $CIS Site Map Links Search oro 6�,i' 'Prodlillet Approval USES; Public User ELqAU,qi,_Ap�LvALftLiLi > Ea&9t—GL—APaUs;?nO'!A�r 11 > APP—W,"a �160-W I > Application Detail FL # FL7561-R5 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Elite Aluminum Corporation Address/Phone/Email 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954) 949-3200 dk@dokimengineering.net Authorized Signature Do Kim dk@dokimengineering.net Technical Representative Bruce Peacock Address/Phone/Email 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954) 949-3200 bpeacock@elitealuminum.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Do Kim, P.E. Evaluation Report Florida License PE-49497 Quality Assurance Entity QAI Laboratories Quality Assurance Contract Expiration Date 12/31/2023 Validated By James L. Buckner, P.E. 0 CBLJCK Engineering Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By fLZ5bl R-5—CQL , 1 1' U j k)fj (kUg df -p— Sections from the Code 1709.2 a Product Approval Method Method 2 Option B Date Submitted 08/06/2020 Cate Validated 08/07/2020 Date Pending FBC Approval 08/19/2020 Date Approved__ _ 10/13/2020 Summary of Products Fi Model, Number r r Name 'I Description 1 m . ��.. _w ,_.. „_. v� _, . , _ w .... .......... w, 7 61.1 Aluminurn/Aluminum Composite 3"/4'/6"x0.0 4"xllb FPS Composite Panel, 3'/4"/6"x0.032x1lb j Panels i EPS Composite Panel, 3"/4"/6"x0.024"x 1b EPS Composite Panel 3 /4 /6 x0 030 x2lb EPS Composite Panel, __ __... _,€ Limits of Use Installation Instructions Approved for use In HVHZ, Yes rni� Cdrp In_sta3! Dwg_p_df I Approvedfor use outsideHtl s Yes Verified By: Do King, 'R E. PE 49497 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +80/-80 � Evaluation Reports Other: In NVHZ, not to be used in structures considered living I FLT561 E5, EL 756 valuAtlon Rep rt- Q,?Q � €i�i areas per FBC Section 1616 unless impact protection is, Created by Independent Third Party. Yes i provided. See installation drawing for nominal allowable design � pressures and spans The State of Florida is an AA/EEO emPloysr. Q9.XX,)9 2 7- y ' 2 - 5,(.�Y �.�1 5 :; " "s3. .. 3t Under Florida law, email addresses are, Public records, If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity, Instead, contact the office by phone or by traditional mails if you have any questions, please contact 850.487,1395, *Pursuant to Section 455.2.75(3), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, RS. must provide the Department with an email address if they Have one. The emaits provided may be used for offr`clai communication with the licensee. However ernrail addresses are Public regard, If You do not wish to supply a personal address, please provide the Department with an small address which can be made available to the pubfic. To determine if you are a licensee under Chapter 455, F S., please click JIUL. Product Approval Accepts: go W E Credit Card ELITE PANEL SPAN TABLES: 1. Net allowable loads are permitted to be multiplied by 1 .67 to derive ultimate foods (psf), GENERAL NOTES L Composite panels shall be coast using type 3003-HI54 aluminum lacings, I or 2 PCF ASTM C-579 ctupenter brand EPS sun= to idurnmurn facings with Ashland Chemical 2020D ISO grip. Fabrication to be by Elite panel psoducts, only in accordance with approved fabrication methods, 1 Elite roof panels maintain a UL 1715 (mr) class 'EI'(ext) rating:and are NER-501 approved, 3. This specification has been designed and Road be fabricated in accordance with the requirements of the Florida Building Code r Edition (FBC), composite panels comply with Chapter 7 Section 720, Chapter 8 Section 803, Class A interior finish, and Chapter 26 Section 2603. All local building code amendments Shut be adhered to as required, 4. The designer "I determine by accepted engineering practice the allowable loads for site specific load conditions (including load combinations) using the data door the allowable load tables and spans in this approval. 5. Deflection limits and allowable spans have been listed to meet FBC including the HVJ47. In HVHZ, this pointer shall be used in structures "not to be considered living areas" per Section 1616 unless impact resistance in accordance to the HVIIZ requirements are met- 6. Safety factor of 2.0 has been used to develop allowable loads and spans from testing in accordance to the Guidelines for Aturniman Structures Part I and conforms to the FBC Chapter 16 and 20, 7- Testing has been conducted in accordance to ASTM E72. Strength Test of Panels for Building Construction, 8. Reference test reporvM HEH-05-1999, BETI-06-2104, HETI-06-2066, HETI-06-2105, HETI-06,2067, HETI-05- 1002, HETI- 06-2107, IIETI-05-1997, FIETI-06-2069, HETI-06-2070, HE-n-W2071, IIFTI-05-1994, HETI-05-1 991, HETI-0&2072, HE3I-06-2073, HETI-06-2074, fIETI-05-1996, HETI-05-10M, HETI-05-1993, HETT-05-1995, BETI-05-1995, HETT-05- 1990, HETI-05-1997, HETI-05-2037, HETI-052029, HETI-05-2039, HETI-05-2030, HETI-052041, IfETI-05-2048, RETl- 05-2036, HETI-05-2031, HETI-05-2038, HETI-05-2065, HETI-05-2040, Hl',-TI-05-2042, 9. Linear interpolation shall be allowed for figures within the tables shown. 10, Panels with fan beams shall be considered equivalent to similar panels without fan beams. Design professionals may include TAIWITP CONYUS�KIA=000'a 00 za )000 OPTIONAL SUTTER OR 4' MAX WIDTM % GRIP CAP INTERLOCKING I PANEL W4WI, MIN SLUPE5 0 EPS GORE ILB UP OLD 010000 0 000,or, 00 ALUM BOTTOM 08. 0 01 FACINGS 0 �____CLEAR SPAN (L.> INSIDE TO INSIDE 10 -On- 0 0 00 ENGINEER OF RECORD TO PROVIDE FOR ROOF CONNECTIaNS ADD T KNE S 00 W MAX 1 FRONT s 25% 00 SO PORTING, STRUCTURE DETAIL By WALL TAL Or PANELN � 31DES V DIDst THRFL pAtV S GO ANY DT�ER ENuINEER, 00 02' MAX AT 0 EPS ROOF PANEL/ SPAN DESCRIPTION DO KIM ASSOCiATES, LL 1 110 110A 11139 T PA FL :'Wq Tk(AIN867-9965 Z a. RAS uj W A- A- 0 0 :01 .5- 2;g, . CD Io:5 a, < ill �'W CC 0e uj 0 f R F G, Drawing No. - FL-1001 SHEET I OF I DO Kim &': ASSOCIATEep ComsuL,rot4a STRUCTURAL EmaiNful Florida Board of Engineers Certificate of Authorization No. 26887 Productr Date: August 8, 2020 Report o.: FL# 7561-15 Product Category: Roofing Product sub -category; Products Introduced as a ResultofNew Technology Product Name: PPS Loam Core w/ Aluminum Skin Composite Panels Manufacturer: Elite Aluminum Corporation 4650 Lyons Teel -urology Parkway Coconut Creek, FL 33073 Phone: 00-421-0 82 This product evaluation report issued by Leo Kim and Associates, L,L C and Igo Kim, RE. for Elite Almninurn Corporation is based on Florida Department of Business and Professional regulation Rule 1G20-1005 () Method 2 (b) of the State of Florida Product Approval, Re-evaluation of this product shall be requited following pertinent Florida Building Code modifications or updates. Do Kim and Associates, LLC and. Loci Kim, P.E. der not have nor will acquire financial interest in the company manufacturing ufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code, 71:Edition (FBQ and where pressure and deflection requirements, as determined by Chapter 16 of the Florida Building Code, do not exceed the design pressures as shown on the approval, 4, $x ,'d$ N.,4907 W \ STATE' OF RIV h —bl" sig'_ tom"',, Do'', Kiev z a;i� t she svaf.> 2 ^t arv±n 'f ;,d alb d 'vYtO eKt P.O. Box 10039 1 ,857- 955 Tampa, FL 33679 dk@ okirrren ineerin ,rret Sheet I of 3 11, u caia{ as I. Code Compliance a. The product assembly described Herein has demonstrated compliance with the Florida Building, Code 71 Edition (FBC), Section 1709.2. 2. Drawings: a. Drawing, No. FL-1001 titled "EPS Foa a Core Composite Panels", Sheets I and 2 prepared by Leo Kim and Associates, iuIX., signed and sealed by Igo Kim, P.E. 3. Testing a. Testing per ASTivi E72 as perfornied by Hurricane Engineering & Testing, Inc. (I-1ETI), and reported in test report numbers H TI-05-19 8, M TI-06-2104, H TI-06.2066, H TI-06-2105, HETI-06-2067, FICTI-0 -1002„ H TI-06-2107, HETI-05-19 7, HETI- 06-2069, HETI-06-2070, HETI-06-2071, HETI.0 -1994, H I-05-1991, I-IINTI-06-2072, H TI-06-2073, H TI-06-2074, HETI-05-1996, H TI-05-19 9, HETI-0-1993,14 TI- 05-1985, HETI-05-19 5, H TI-0S-I990, H T1-05-I 7, HETI-05-20 i,1-IFTI-05-2029, HETI-05- 039, HETI-05-2030, I- ETI-05.2041, II TI-0 -20 , I-117TI-0 -203 s, HETI- 05- 031, H TI-05-203 , H TI-05-2065, HETI-05-2040, I-1FTI-0: -204 . 4. Calculations a. Panel performance engineering analysis for tested loading conditions have been prepared based on comparative and/or rational analysis, prepared, and submitted by Do Kim, P.F. 5. Other a. {quality Assurance Agreement verified with Quality Auditing -Institute, LTD. (QAI Laboratories, , LTD.) (FC Organization UA762 ). P.0, Box 10039 813. 57- 955 Tampa, FL 33679 dk@,dokimengineering.net Sheet 2 of 3 Limitations and Condition of Use 1, Code Compliance a. The product assembly described herein has demonstrated compliance with the Florida Building Cede 71 Edition (I BC), Section 1709.2. 2. Large and small missile impact resistance has Nof been tested to or evaluated for in this approval. In HVE-1 , this product shall be used in structures "not to be considered living areas" per Section laid unless impact resistance in accordance to the HVHZ requirements are met. 3. Each product listed above shall be installed in strict compliance with its respective Product Evaluation Document and site -specific engineering along with all components noted herein. 4. Use of each product shall be in strict accordance with its Product Approval Evaluation and Limitations of Use. 5. Composite panels shall be constructed using type 3003-H154 aluminum facings, l or 2 PCF ASTM C-578,Dyplast Products I..LC brand FIBS town insulation (NOA No. 10-1129. 5) adhere to aluminum facings with Ashland Chemical 2020D ISO grip. Fabrication to be by Elite panel products only in accordance with approved fabrication methods. 6. Elite roof panels maintain a UL 1715 (int) class V (ext) rating and are ER- 01 approved, 7, This specification has been designed and shall be fabricated in accordance with the requirements of the F'C, composite panels comply with Chapter 7 Section 720, Chapter 8 Section 803, Class A interior finish, and Chapter 26 Section 2603. All local building code amendments shall be adhered to as required. & The designer shall determine by accepted engineering practice the allowable loads for site specific load conditions (including load combinations) using the data from the allowable load tables and spans in this approval. 9. reflection limits and allowable spans have been listed to meet FBC including the flVH (Ll 0 for spans < 1. '-0" and 1..11 0 for spans > 1 "-0"), 10. All supporting host structures shall be designed to resist all superimposed loads. IL All components which are permanently installed shall be protected against corrosion, contamination, and other such damage. 12, Size and Spain limitations: a. Composite panels shall be linnited to those specific panels listed in the DWG, FL-1001. b; Panel spans shall not exceed those listed in the tables of DWG. L-100L P.0, Box 10039 811857-9955 Tampa, FL 33679 dk@dokimen ineering.net Sheet 3 of 3 Comments Archived Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440) 969-9773 Ext 16 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd, Los Angeles, CA 90045 (440) 969-9773 Ext 18 scottjohnson0plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Small 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 16 ronoconnell@ptastpro,cram Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/3112021 Validated By Ryan J. King, P.E. IX Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Pig ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E$4 2005 ASTM G26 1995 G 155 2005 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect Sections from the Code Product Approval Method Method I Option D Date Submitted 07/21/2020 Date Validated 07/30/2020 Date Pending FBC Approval 08/05/2020 Date Approved 10/13/2020 Teas Tar�.Products . . ... ..... FL # 1 Model, Number or Name Description i 115210.1 a. Smooth/Wood Grain/White Wood 1 Grain/Rustic/Mahogany Series 0 6'8 "Impact" Opaque Fiberglass Single Door - Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use installation Instructions 1 Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant. Yes Created by Independent Third Party: Yes Design Pressure, N/A Other. See INST 15210.1 for Design Pressure Ratings, any Evaluation Reports additional use limitations, installation instructions and product i Created by Independent Third Party: Yes particulars, ----- - - ----- . .... . .. ... 15210.2 b Srnooth/Wood Grain/White Wood ....... 68 "Impact" Opaque Fiberglass Single Door with Sidelite or i Grain/Rustic/Mahogany Series 0 Sidelites - Inswing/Outswing (OX or XO; OXO - Configurations) 1 I Fiberglass Door I ..........__a Approved for use in HVHZ: Yes Installation Instructions LIJU,21Q. �71 WjaLL1=QLa9 Approved for use outside HVHZ. Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistaft Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other-, See INST 15210.2 for Design Pressure Ratings, any I 1 additional use limitations, installation instructions and product I Created by independent Third Party: Yes particulars, R'7 IC523 10c. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sidelites - Inswing/Outswing (XX; OXXO - Configurations) Fiberglass Door ........ . . ..... ... . ...... .. . Limits of Use Installation Instructions Approved for use In HVHZ: Yes i LLL521Q R711 00-ins —15U11-P-1 Approved for use outside HVHZ. Yes Verified By: Lyndon R Schmidt, P.E. 43409 Impact Resistant, Yes Created by Independent Third Party: Yes Design Pressure, N/A Evaluation Reports Other: See INST 152103 for Design Pressure Ratings, any LLLaZjQ_L7__A additional use limitations, installation instructions and product i Created by Independent Third Party: Yes particulars, 15210.4 d, Smooth/Wood Grain/White Wood 1 6'8"Impact" Glazed Fiberglass Single Door - Inswing/Outswing Grain/Rustic/Mahogany Series 0 j (X - Configuration) I Fiberglass Door . ........... . - .. . ... .... ........... . ------... ------- - - Limits of Use in . . ...... . - .... ... .... ...... ..... . . ..... . .. ... ..... . . ............ .. . . . ....... Installation Instructions Approved for use HVHZ: Yes Approved for use outside HVHZ, Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant. Yes Design Pressure: N/A Created by Independent Third Party: Yes Evaluation Reports Other. See INST 15210,4 for Design Pressure Ratings, any additional use limitations, installation instructions and product F_L L5_ZID_P_7-AF—(g,)_LvAL152,1_Q_4.l� Created by Independent Third Party: Yes particulars, .. . ..... ..... ............ ..... ....... . .. . .... . ...... . ... ....... 115210,5 e. Smooth/Wood Grain/White Wood 6% "Impact" Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 $1delites - Inswing/Outswing (OX or XO; OXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use In V" sYes EU15 Approved for use outside HVHZ, Yes Verified By: Lyndon F Schmidt, P.E. 43409 Impact Resistant., Yes Created by independent Third Party: Yes Design Pressure: N/A Evaluation Reports other; See INST 15210,5 for Design Pressure Ratings, any (,C additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. E 15210.6 f. Smooth/Wood Grain/White Mood 6'8 "impact" Glazed Fiberglass Double moor with or without Grain/Rustic/Mahogany Series O Sidelites - Inswing/Outswing (XX; OXXO - Configurations) Fiberglass Boor i Limits of Use Installation Instructions Approved for use In HVHZ. Yes Approvers for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, RE. 43409 Impact Resistants Yes Created by independent Third Party. Yes Design Pressure N/A Evaluation Reports Other., See INST 15210.6 for Design Pressure Ratings, any I additional use limitations, installation instructions and product 1 Created by Independent third Party: Yes particulars. 1521M g. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed Fiberglass Single Door - Outswing (X - Grain/Rustic/Mahogany Series C Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZi Yes ;1 ,(g n, Lf Approved for use outside HVHZ., Yes Verified By, Lyndon R Schmidt, RE, 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A ; Evaluation Reports Other, See INST 15210.7 for Design Pressure Ratings, any 1, additional use limitations, installation instructions and product I Created by Independent Third Party: Yes particulars. .� ...,..:w. ..,.......w ,..m �.._.. .... _..._.. ... �t .. .,.... , .. .,.�., ._.. , .m,�, ._ .. .. n ry t Y 15210.8 Smooth/Wood Grain/White Wood 8'0 "Impact":Glazed Fiberglass Single moor with Sidelite or� Grain/Rustic/Mahogany Series 0 l Sidelites - Outswing (OX or XG; OXO - Configurations) Fiberglass Door 1 Limits of Use = Installation Instructions Approved for use In HVHZ: Yes Approved for use outside HVHZ,. Yes verified By: Lyndon F. Schmidt, RE. 43409 Impact Resistant: Yes Created by independent Third Party: Yes Design pressure. N/A Evaluation Reports Others See INST 15210.8 for Design Pressure Ratings, any L1 "LQ1 h7 A {ram}q Y 3 #f additional use limitations, installation instructions and product ? Created by Independent Third Party: Yes particulars w.. 15210.9 i. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazedµ Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites Outswing (XX, OXXO - Configurations) Fiberglass Doerr Limits of Use Installation Instructions Approved for use In HVHZ: Yes ; .1 UAD a ��' (g)rn t i ja i Approved for use outside HVNZ Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party. Yes Design Pressures N/A ; Evaluation Reports Other, See INST 15210.9 for Design Pressure Ratings, any I-1 5 2 1 D R7 (): U S31 —'a I0&p I additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. i 15210.10 I. Smooth/Wood Grain/White Wood 8*0 "Impact" Opaque Fiberglass Single Door - Outswing (X - Grain/Rustic/Mahogany Series O Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use ira HVHZ-. Yes Approved for use outside HVHZ.- Yes Verified By. Lyndon F. Schmidt, P.E. 43409 Impact Resistant. Yes Created by Independent Third Party: Yes Design Pressure; N/A Evaluation Reports Other; See INST 15210,10 for Design Pressure Ratings, any eL�F A { } Y iL "2 l 4i1dt additional use limitations, installation instructions and product Created by Independent Third Party. Yes particulars, [ 15210.11 k. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites - Outswing (OX or XO; OXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in Vii> Yes Approved for use outside HVHZ. Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design. pressure. N/A Evaluation Reports Other. See INST 15210,11 for Design Pressure Ratings, any additional use limitations, installation instructions and product IaUCLjAf particulars. i Created by Independent Third Party; Yes 15210A2 1. Smooth/Wood Grain/White Woad 8'0 "Impact" Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 j idelites - Outswing (XX; OXXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use In tlVtl n Yes Approved for use outside HVHZ. Yes Verified By: Lyndon F. Schmidt, P.E. 43409 t Impact Resistant., Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.12 for Design Pressure Ratings, any additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, ; 15210,13 m. Smooth/Wood Grain/Whitt Wood j 8`0 "Impart" Opaque Fiberglass Single Door with surface dolts Grainftstic/Mahogany Series 0 _ Outswing (X - Configuration) Fiberglass floor Limits of Use Installation Instruction Approved for use In HVHZYes E_L1U= Approved for use outside HVFI » Yes Verified By: Lyndon F Schmidt, RE. 43409 Impact Re i taratt Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.13 for Design Pressure Ratings, any F 7 At-_( , , additional use limitations, installation instructions and product r Created by Independent Third Party: Yes particulars, 15210A4 n, Smooth/Woad Grain/White Wood j 8'0 "Impact" Opaque Fiberglass Double Door with Surface Bolts Grain/Rustic/Mahogany Series q ; on Active Door panel - Outswing (XX - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ., Yes Approved for use outside FIVHZ. Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant, Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.14 For Design Pressure Ratings, any FL21. „7 AL (p)va MQ 14 RIf additional use limitations, installation instructions and product i Created by Independent Third Party: Yes particulars, 15210,15 o. Smooth/Wood Grain/White Wood j 8'0 "Impact" Glazed Fiberglass Single Door utilizing the Grain/Rustic/Mahogany Series 0 WINDSERTT'" an operational window insert - Outswing (X - Fiberglass Door j Configuration) Limits of Use Installation Instructions Approved for use in tlVHZ: Yes ( F 5 ?�(.,}J 1V_1= adt Approved for use outside FIV&l a Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant; Yes Created by Independent Third Party: Yes Design pressure: N/A 3 Evaluation Reports Other: See INST 15210,15 for Design Pressure Ratings, any i additional use limitations, installation instructions and product 1 Created by Independent Third Party: Yes particulars. , contact tis :: The State of Florida is an AA/EEO employer. L2p c i. t i : Rg fit.. , Under Florida law, email addresses are public records, If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity, Instead, contact the office by phone or by traditional mad. If, you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, I censees licensed under Chapter 455, F.S, must provide the Department with an email address if they have one: The ernails provided may be used for official communication with the licensee. However email addresses are public record, If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public, To determine if you are a licensee render Chapter 455, F.S., please click . , prodvict Approval ACCeptia 005MERIM Credit Card t 0 0 z 1 \f CALE,y N.T.S. ? a y, JK \ y:L 23 / :\ FO.7' 2ff CAP (PVC) e n 2 HNG (LVL( LATCH S (LVL) _ CAP (PVC( J t HORIZONTAL CROSS SECTION O See sheets 8 and 9 for matipoint bck det . . ,, 9. °litp TOP RAJL P,v IF (COMP-) z &s lz � 4 J Lt' a-m LWERK R gaERIOR� Q 5 FOAM CARE a ( YUR NE- 1.9 .) a cr "a 0:a ° .`e ... 1cl z�a 4Y W C:7 f$ERGLASS (Q 1 2r M14. THKQ� ( tta0 t �. BOTTOM PAL (cow') �� z 4 C�k Q 3 a £l VEIMCAL CROSS SECWK 0At�2/as 2 2ScAm, NJ.S. s owal 6X.. JK . BY; LFS DPAWM NO, FL-15270.3 ca 2 oF 19 kk GI G2 U, EXTERIOR LNIIRRIOR HORIZONTAL CROSS SEMN 35.75'DOOR WIDTH *ipgf� EL BE= FK4r,LASS SKIN (0.12TIAKTHL) FOAM CORE fFOLYUREfKq4E - 1.9 FU MtN,) BOTTOM Rm (compl) CROSS SECTION 99MAM (VE)MCA D z z c#a cl z 92116112 z !T -N-Ts- JK m LFS Wo* No, FL-15270,3 �3OF T3 24.22' 2DZT MAX, "DTH Sri GLASS BE ( STRUCTURAL SIUCINE (D W 995) DLO. MOTH I OVERALL GLASS TW 118" ANNEALED GLASS cs G D.:. X INTERLAYER 1 AT ANNEALED GLASS SPACEAIR tI8"TEMPERED GLASS (TYPI c3 # -- ALUMtNUM SPACER40 NON �_ STRUCTURAL SEALANT o. 07-19k 1-314 SELF-DRll: NGSMS NON T.- MANYFACnW (TYP•) L LITE FRAME ODL 7 a 2e F KSL 60 2D.75' M 7 D.L.oWH)TH 1 C 112 s SITE 1-1d4"O THLG 0 TO ANNEALED G S Pva a ¢ 0 INTERLAYER (Typ.) 11T ANNEALED GLASS AIRSPACE rev lA GLASS L Lit 1/7' Ci VES LE — a f w1 DELCH #8D POL T REW _ Z 1l8' 8A' LL R10X1- le �° SC St it ° a lus OZ 0 C4 ' o""', 7-za 6 k �a It 17 cut � 5 cs csvr � ca 0 Z c lz CL STRUCTURAL SI E (DOW 995) t Gt `g- Care: 02116112 � .T.S_ 0111G, er; JK E — SC C 1P CW. BY, t FS MAW= no, rc FL-1521OZ a spar 4 CF 19 MMUMNOWAN 0 0 02116112 MTS C, sy, LFS i5w NO - FL-15210-3 slam « Note: 1. Sideffe asemtgy saews bcated 6from top and bottom then 5 more equc* Taced (7 total). 2. Spackv for It L. T from eadi end end @ center (3 tote(. D 0,15*C-SINK fTyp) E 7 INTERIOR K2 EXTERIOR EXTERIOR INTERIOR 9 40 EMB. (TYPI) VE)MCAL CROSS SECTION Whv-V sh— fin—v -iW CRASS S=ECTION (DHOR90W%Al 6-OkWOu-ts-W%OlnVOgO*--k Voltoopproved 56 2 EXTERIOR 40 55 t2 nL (�) (�) 400 INTERIOR h=ffONTAL CROSS SXWM k'`=� SOhvc!VN,,, MX 44 I 1 ri ems: z SEE NOTE72 L 50 14 01Z INTEROR rEWTERDOR VEIMCAL CROSS SECTION INTERIOR HOP MONTAL CROSS SECTION Outs-V ft- - k-"V cdso OW-ed n4via"M Z M aq 0 56cw M o z j� 10 t7 Otto Oto zo Q-M _BYJK Cw sr - LFS OSS SECTION FL-15210-3 *nkff) ,-vV OF 29 Note. I . Sidelte asserrft screws located 6frorn top and bottom then 5 e equ* spaced (7 total), Z SpockV for item L Tftom each end and @ center ** (3 tot* Pg�RIOR _V INTERIOR Z,V r3-'� VERMAL CROSS SECTION \,'�Sh.w/M.bbuck OulswM shown (In-ing simkr) S NO EE XM L E K)R INTERIOR VEMXAL CROSS SECWM �7 = "XII=; *,w C X C -A �ww z E* 75 410 JK BY, LFS 1 03 FL-15210.3 I I 5 J7 total}, — 2. Spacing for Rem L 3 €rare each end and @centerrme(3 Pafal). D e. n oEa a a h C x.sumr. {t ri.t 'ORIZONTAL CROSS S ,l�ecftc, ry . --1, eaq 2 HORIZONTAL CROSS SECTION to � 9 . EXTERIOR Caro 3 VERTICAL CROSS SECTION Shom 31Ck Mosorgy } E y6 A SEE NOTE I L EXTERIOR so INTERIOR 0. U gv zaz Cl cam. . mtia cS fin: �z 10 to g aim q3 4� J� ° CD zkn rz o� o a a."'... t n t�nC3 � z :4?2/16j12 z XE N.T,S- a a V& by, JK m a LFS ? NO", +a !FL-15214.3 MU 8 of 19 4 ci ix`ws WE _Q 40 0 P4 t £ Tt AL S Oil s q 5 Mee Y$/ 4-9116 jamb v y (N/Aw/ S t tes) ra v Note: 3. Sidefte * scr ed 6-from fop and bottorn then 5 more equally spaced V totdb 2. Spacing for it L: T korn each end and @ center Gne (3 totc d)j WTERIOR 40 s Z i t a o- E P') %�,HJZONTALSECTION U `ttsNY�r Double Door 0* €N/A. w/ idelltesj — «t—MAK a =�n o » P p b 2856 ( gIIg } t ga 7 .E84 S➢ Uifo} L g L SEE NOTE 2 a is . t� ¢a VERUCAL S M 6 VERMAL CROSS..w:_E .ION p e� is $ t3e€t$oAfas C731 » Yrid-911ft b C7�eCtfbf�-$f$ k3 � �� c 00 t nc > zqZ o� W ¢ W 6 G C_ iE tfi q CS 5 5 £Y 2 / z EMB.(fife»j SEE NOTE t t tf� uu C#2�7&f32 z EMB, (TYP.j SCAM, N.T.S. a HOPRONTAL CROSS HORIZONTAL CROSS SECTION fCi to ` LFS xi /11r 41 ifi jt�fvsb wf 6-5J1 me w3.: FL-15210.3 Sim 9 OF 19 CE 7 0 .9 INTERIOR rn C39 SE NOTE I I rl ICE At CROSS SECnON �0 Inswing shown NOTE 1. Spacing for item K: V'from each end and at centefflne. 7771— EXTERIOR ( +4VERTICAL CROSS SECTION �h- rf"� VEIMCAL CROSS SECVON 10 Shawn w/ ADA threshold 0 M- 2 RUCAL CROSS SECIION 57..— VERMAL CROSS SECTM I lo C4 E U, z —fix E 0z cc a tn C, 102 �76 12 all N.T.S, JK K L S F� I 0_ 21 FL—I�� 0-3 ry fl 10 or 19 I I FE MANUAL RAJSED TONGUE GEAR SYSTEM 237' ........... 41 Z, .......... 0 0 E. bolmob-liffl� Eumm�m MTS, ay+ JK BY, LFS 4- to TYP.HEAD MASON y & JAMBS OPENIZ-1 2XBUCK- o �,o 0 BUCKANCHORWG xx fl CONCRETE AhPr�a NOTM 1, Corrorsteonclwbcoformot the comeornay be cdft&ed to mandcan #x,-n*i. edge owmice to mcdorlomis 2 Concrete anchor bcaffm notedas WX CW CENMrnxW be ocwpAod to nvk#oh the ran. edge distance to morfarjok*, c"kmd cor=efe anchors my be requmd to erwm #w ?AAX ON CENTBr dirr"Won are not wr4edod 3. Conaete arclw fable,* WIN. WARANCE Oft EURANCE iOMASONAY JOADJACEW EDGf- e Amcmow nwI-If'r 2' ELCO r ULTRACONsarc g 3/le 1-114r' ASSHOWN 1.1/r WOMSCREWWALLAIM J,Momf000m*mm5Aredgedbkm,--, I-enddstmice,& I-oc qxx*Vof woodscrewstoprovenfthLspRInVofwood. DIRECT TO MASONRY JAMB fTYP.) 4-9/]N'JAMB(�)(SE SHEET 9) 7" SEE HNGE DETAIL (M.) 7' X% fTyp, I t I L 2X BUCK SEE DETAIL 2 MASONRY G Ix BUCK OPENING DIRECT TO D - MASONRY 14 9116" m FRAME TYP. HEAD 4-9116" J: & JAMBS 6-9/leJAMS N CgRE( MAS( 2X BUCK- DIRECTIO ix RY Typ. MASON JAMB fTYP.) :E SILL D SHEET 9) 2x SEE DETAIL I FRAME ANCHOR= xx (2-8 F 27 LATCH & DW BOLT WAIL a —RETAIL —I WAIL 2 Al.V ftow bofts Attach a&ogd ftow boft I tiveolow stnike plate tee it touft%*V) as I 0 0 am so ta 0 m z Z a t, 0121116112 f ILE, BY, JK 0 a W, L S f, LFS WNS FL- 15�21 O.3 er Et ar 19 MULLION r am) T "P.) T fTyp.j MASONRY D OPENINGI TYP.HEAD & JAMBS 2X BUCK--\iry os re is &Now CONE AtX NOTES, ConastoonchorJecch" at the miry be to manfain the n*l edga dWance to nxxtcrjohrls. 2, Conaete onchor locafiom noted as -MAX ON CI mat be acdttmed to =Wain the rrin edge dstonce 16 rnalarjokifs odffkrx1 co=ato anctm moybe required to erwoe the MAX. ON CB4WCftensforr am not e=eeded. 3, ConaakorIchortabLe; I ;;E 014 "Co I/C 1-114' r Trw _jAPCOWN_ 1_ Ell �E WOOD SCREW _MALLATM NOTES: MabkIin c mWmwn $/8"edge cLlance. I'and cWonce, I'cxc.of wood saxe" to prevent the spMV of wood fTyPJ I ITYP�) I (TYP.) 31 _T fi SEE DETAIL 2 2XBUCK Typ, IX BUCK MULLION < DIRECT MASONRY TYP, HEAD O & JAMBS SEE DETAJL I AStRAGAL SMICE JAMS FRAME AHCHORING 0)0(0 F 27 LATCH.& DEAD BOLT DkTAIL BE 0 Li AS#Cgd ffrow boft ATgcl ftow bolis at the ttreftld g. ttreshold (ft-ving) (Out-Ing) A 'o.. 7" rryPJ TT SEE HN DETAIL PWP. 6-9116' jAmB JN— DIRECT TO e: MASONRY JAMB UYP,) —0 0 MEME I z z z N.TS, "K LFS -F �2 1 0_3 19 114r 0,47r 00.346'— NS' Gi O—7 ASTRAGAL SCREW LOCARM t., oo,lw gsqE 2Dff - - - - - - - - - - -- 1 m JK LFS FL 2j 0, 3 - 1 5 . 15 , 1 9 I 91 .375' c4 1.39 ALUMINUM ASTRAGAL By Cambia 3Cr 41' M SMIMMMEMM EMMMEMM 64rALMNUMAMAGAL AMMUY By Columbia QD 84�) 80 VIEW D-D AAHN— As Assembly T —q\FWSHOMTREM Top / bottom Afurrftm 45 RAM L f 0.75' 175' 1 -- 6,75"— 21.76'— 3215' -- ----------- e FLUSHOMT ROD (84 sta� N." <s ...... It -6 � >,i z fa zd; 8 n, .. i 6 z VI En 0 JOMBy, JK I 11N! �-LFS� I FL-15'. 210-3 1 MM�Ri I �6 tiF sum"" g�rof.A.Y UPM y P ANCHOR SCREW LOCATUC JN y HARDWARE LOCATKM ULTIMATE #URRICAN ASTRAGAL BOLT RETAINERS --, SLIDE T WD AL UM GAL ALL UM A CAI Y 1s B GF i5 o izwi j gg 04 1Y5 G. p, is {L 8z O �$ W rrr `. t3� t- fL tL rt-� 3 satr aq STEEL j P tam 02116/12 z td.7'S. "a MCI Ew. 2 [K FL-152 M3 i7 � f9 T 4,56' ......... jjjl *OUOWIII,I9 IHRIIHOID C", (o'S ) gg fflWINO MMID , (QS,) Mllr=M M158 I) BEEMM 7 4,W Z2, 108W601 4TJ Lj I-- ow-mm A �WHOID� z 02116112 VL NTS, By: -JjK mz LFS mo, —,m FL-15210,3 su 16 OF 19 A w #5 z 6., Z x` � 8 ' Ci gq {y i4 Yk. 0- J`9L t� C} ¢ z� ter` Fri a T x', z z a z 02116112 23 scan NJ S a sr JiC m L:9 LFS210.3 of 19 ea R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C RO, Box 230 Valrita, FL 33595 Phone 813,659MW Florida Board of Ptofessionrl Engineers Registry License No, 9913 ManufactuI Pidduo uot NaMe lolly, Inc. $m n/ to dd ta(6 E)"�Ior Swinging 6200 W. CetlW ON& Rustic I Mohogany r ry Doom LOS Artgetes, cA 9OW Series 0 Fillrerglass Poor LIM440"$. I This Product has been evaluated and Is in compliance with the 7th edition �� Florida ding �Oodo structural roquiriftents including the "High Velocity Hurricane Zone', ,C.an !;4 1 ri n hown on de ils. Anch r embedment to bas ma nal th 11 91 8. See dMWmg FL-1521013 for size and design pressure limitations. Supporting Docurnents., jjR� iftmlkaftw TEL 01390366 TAS 20441, =�94 & W 203-94 Inc. TEL 61391846 TAS 201�04� 2OZ94 & TAS 203-94 Toft EV91000h Lab:,, Inc, ETC-05-265-1677&O A$TM D 63$4", 63&43-99 M Laboratod ETC-062&5-1741ZO ETC-07-209-19303O 2, M Lia _M 17-07IZ05 17-1026,08 & Drawl gmt1w No� FL-15210.3 4ga_ Anchoring ASTM E 1300 Glass Load A$TM P 20-95 AUM E 84-05 ETC LabPratorles ASTM D W-98, 04�(Xii 1929-96 & 2843-99 ETO Laboratories Royal Mouldings (Pd, PVC) W-R-Yonsulta,'Os, Inc-60940) Pro Brad b I I LUMMUT Comments Archived Product Manufacturer Ply Gem Siding Croup Address/Phone/Email 2405 Campbell Read Sidney, OH 45365 (937). 498-6720 alan.hoying@plygem.com Authorized Signature Alan Hoying clan,hoying0plygerm.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Panel Malls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect mane who developed the Allen Reeves Evaluation Report Florida License PE-19354 Quality Assurance Entity Architectural Testing, Inc., an Intertek Company Quality Assurance Contract Expiration Date 12/31/2023 Validated By Ted Berman, PE Validation Checklist - Hardcopy Received Certificate of Independence �3 i3 . - i �( "glti . Referenced Standard and Year (of Standard) SUMArd ASTM D3679 2017 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 11/23/2020 Date Validated 11/25/2020 Date Pending FBC Approval f 1/30/2020 Cate Approved 02/09/2021 Summary ry f Products FL # Model, Number or Name Description i 3533 Georgia Paeflc Siding Vinyl, Polypropylene, and Steel Limits of Use � installation Instruction Approved for use in HVHZ: No FQ" 2.� Approved for use outside VFl a Yes 1 Verified By. Alen Reeves 19354 Impact Resistant: Yes ` Created by Independent Third Party: Yes 1 Design Pressure: N/A 1 Evaluation Reports Queer; See Product Evaluation Report for Design Pressures. I l 9w Created by Independent Third Party: Yes ilegx" f3+:'.t:' n SS. :: l l a o ' 850-487-iS24 The State of Florida is an AA/EEO employer. Under Florida law, email addresses are public records, If you do not want your e-mail address released in response to a public -records request, do not send electronics mail to this entity. Instead, contact the office by phone or by traditional mail, if you have any questions, please contact 850,487.1395. *Pursuant to Section 45S,275(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. most provide the Department with an email address if they have one, The emails provided may be used for official communication with the licensee. However email addresses are public record, If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, KS,, please click hgm,: Product Approval Accepts l ixERIE Credit Gard V. ��< �004- HR ", w eta L' -' € 01 ILLY iGEORGIA- CUENr PACIFIC I I VRMINSTALL L C VINYL SIDING INSTALLATION I TES 1. NAILS ARE GALVANIZED STEEL C ARS, I-11r LONGS WrM 1P811 DLAMETER SHANKS, AND 3/8" DLAMETER , � 4 1� ,. ; tMUS� Z ALL STUDS MUST HAVE NAILS IN TIMM AND ALL NAILS ThlS a S TA T. SHEATHING MUST BE NAILABLE III A MINDAUM , TMCY.MSS OFTAVAND PLYWOOD MUST`' 4a FOR ALOWABLE DESIGNS ON VrNYL SIDING USING THIS INSTALLATION PROCEDURE, SEE EVALUATION � REPORT FOR PLYGEM1 ORGIA-PACIFIC SIDING. 5, THE INSTALLATION DETAILS SHOWN CAN THIS DRAWING A IN CONFORMANCE I FLORIDAUIL ICE . PARAGRAPHS 1404.9 AND 14 5# 14; PLUS FLORIDA RESEDENTIAL CODE 20LIR PARAGRAPH 703. 11, , P.., SECB Florida Licem No. 19354 REV 1"00* HR Engineering, Inc. DAIEt3 I%I.? 11121 WEET OUENr PLYGEM1 GEOR xI A. VnM SWING WSTALLATION PACIFIC STUD STACING SHEATHINGR PLYWOOD a VERTICAL VINYL SIDING; BOARD AND 13A"I TRUEWALL BOARD AND BATTEN, BEADED, DS OR T3-1/3 PLCGEM GEORGIA-PACIFIC VERTICAL VINYL S LNSTALLATION L NAILS ARE GALVANIZED STEEL ROOFING NAILS, 1-1/2"LONG, N 4 WrM 11 *, DIAMETER SHANKS, AND 3/8"DIAMETER READS. . STUDS ARE NOT REQUIRED TO NAUS IN THEM., NAHS ^ O PLYWOOD MUSTPENIMRATE SHEATRING W 3. SHEATHING MUST ND THICKNESS NESS PLYWOOD MUST BE A MIN �� ;'-' OFW 'IHa ' rON;ti�- 1/lti.i<<t9• 4, FOR ALOWABhE DESIGN WIND D O S ON VINYL SIDING USING THIS INSTALLATION R I� EDP, SEE EVALUATION REpORT FOR pLYGEMR IA -PA IF°I SIDING, . THE INSTALLATION DETAILS SHOWN ON THIS DRAWING AUtm N. Rwes, PS., SECB ARE N CONFORMANCE WITH FLORIDAUIIT, i CODE pARAGRAPHS 1404A9 AND 14 5.14; PLUS FLORIDA RESIDENTIAL CODE H 70111 Florida Liome No. 193,54 n REVm 17 ovfi e 20 jA , tit `; It x It2s 1 33 PACTFI . SHEATMM OR PLYWOOD V* <', KARS AT 16- SPACMO FOAM BACKED TNT CALIBER TPERFORMANCE 4 PLYGEM GEORGIA---PACIFIC FOAM BACKED VINYL SIDIN INSTALLATION r � a ALWO S .M , - 1r LONG, r VATH rML SHAM, AND 3/9" R HEADS. . ALL STUDS MUST HAVE NAILS IN THEM AND ALL NAUS MUST "N t AE y BE IN STUDS, HTI p�� SIN2 GLE N�tt xx S�.✓...5„kyWMCH HAS OF ILS IN STUDS. $�. REV.11 NOV, a 20 JAN. 2012Pf ww ft 2122�i Q2 PLYGEM,IGEORGIAv PACIFIC_ ` m . ------------ STWS I PLASTICSEDING CEDAR SPECTRUM HAND SPLIT SHINGLE ROUND CUT SIDING s PLYGEMa j INSTALLATION , k . DAIS MM IGALVAMZEDSTEM ROOFING NAILS, I - 1IT'LONCY, WITH /8" DIAMETER SMMS, AND 3/8" DIAMETER HEADS. t 1 1 ALL STUDS'MUST HAVE NAILS IN THEM AND Y2 OF ALL. NAILS� �� MUSS` IN STUDS. C3 3. NAILABLE SHEATHING AND PLYWOO ST OF'Y/06TIJIM 4, ALLOWABLE DESIGN WIND LOADS ARE; +/-65.0 PSF FOR DOUBLE 9" HAND SPLIT SHINGLE, +/-83.6 PSF FOR DOUBLE 7" 5THE INSTALLATION DETAILS SHOWN ON THIS DRAWING ARE IN CqNFORMANCE WITH FLORIDA BUILDING CODE 2 PARAGRAPH 1404.8 AND SECTION 2605.Men N. Rw4m, fi .o SECB Florida Liomw No. 19354 }s HR Engineering, Inc. DATE. B PROJECT NO, 'PAFA T O —7�-- CLIENT etV _ PROJECT, NA : �S � '7'a S t a a { i r m. 04 L ' 3 '*eh v j t� t a t AMWT ARE GALVAN7' to �P"�s�\, 4 lAekA ,eKli'7�1CR AM C) Nov, 2 aY ,1 ri ' ' f-&L ' at i 0i Ala µ "'` �a.:. .... .. ..., .. . CLIENT°. P PROJECT N. ZOO*+ HEET of ' �YX-4 PROJECT E< Q l t 9 v wr`+. No, y I 19 November 2020 Alan F.1 pyir Cody and regulatory Manager PlyGem Siding Group 245 Campbell lad Sidney, Ohio 4536 RE: Florida Evaluation Report, Georgia-Pacific Siding, FBC 2020 Dear Mr.,Hoyin This Florida Evaluation Report contains all of the 26 siding products manufactured by PlyG / Georgia-Pacific, The report is divided into 5 different siding types; vinyl siding, vertical vinyl siding, foam hacked vinyl siding, plastic polypr p l rr siding ad steel siding° All ofth or here is in confortnance withthe 2020 Florida Building Code d the 202 `lorida Residential Cade. YINYL SIDING The following 14 ; lyG / Georgia-Pacific vinyl siding products; Parlcsid , Chatham Midge, Vision Pro, Shadow Ridge, Forest Ridge, Castle Ridge, Somerset Beaded, GP Park Sap , Compass, Truewall Series 3800, Truewall Series 4000, Trucwall' ` Series 4010, Truewall Series 4200, and Truewall Series 4400 have been tested and analyzed i conformance with ASTM D 3679-17 as required Florida da ildin ode 2020, paragraphs 1404.9 and 14 5 ° 1 , plus Floridal sidenti l Code 2020paragraph 703 ° 1 I . Structural testing to ASTM D 5206, as required by ASTM3679, is reported in ICC E report SR-1565° For configurations, thicknesses, Trail hem types, horizontal and vertical Trail spacings, plus allowable design wind pressures, see table beginning on page 2. have performed a combination of rationald comparative analyses on these products, which includes the mandatory requirements of Annex A1.2.1 in ASTM D 3679 Installation must be over 7/16" minimum mailable sheathing. Installation fasteners must be roofing Trails with 3/ " diarneter lead, 1/ " diameter shank, and a minim rrr length o 1-1/2". The allowable design wind pressures for all of these products have been detennined in a separate 8 page structural aly es titled VVVYL, PLASTIC, C, & STEEL SIDING ANALYSES FLORIDA LLB " , 2020UPDATE. a In order t achieve the pressures in the analyses, all studs must have nails in them and all Trails must be in studs. Studs must be at 1 " spacing° For additional installation details, see drawing titled PLYGEM ORG -PACT L SIDING INSTALLATION, Sheet I of attached to this report. cfiPage Page otorsia-paofic Pap 4 Georgia-Pacific siding Page 5 The allowable design wind pressures shown in the table on pages 2, 3 arad 4 of this evaluation report can be compared directly to the required grind leads in Chapter 16 of the Florida Building Code. If there;are any questions about this, please contact me. VERTICAL VINYL SIDING The following 5 PlyGein / Georgia-Pacific vertical vinyl siding products; D5 Vertical, 3-1/3 Vertical, Berard & Batten, Beaded, and Truewall Board and Batten have been tested d analyzed in conformance with ASTM D 3679-17 as required by Florida Building Code 2020, paragraphs 1404.9 and 14 5.14 plus Florida Residential Cade 2020, paragraph 7 331a Structural 'testing to ASTM D 5206, as required. byASTM D 3679, is reported in ES report ESR-1566. For configurations, thicknesses, nail hem types, horizontal and vertical nail spacings, plus allowable design wind pressures, see table, beginning n page 2 of this report. 1 have performed a combination of rational and comparative analyses on this product, rhieb includes the mandatory requirements of Annex Al.2,I in ASTM D 3679, Installation must be over 7/1 " minirmun nailable sheathing. "Installation fasteners must be roofing nails with 3 "' diameter head, 1/8"diameter shank, d a minimum length o -1/ ". The allowable design wind pressures for this product have been determined in a separate S page structural analyses titled VINYL, PLASTIC, & STEELSIDING ANALYSES L7' OAS & 2020 UPDATEFasteners must b through sheathing and -need not be in studs. Studs must be at a maximum 1 " spacing. For additional installation details see drawing titled PLYGEM / GEORGIA-PACIFIC VERTICAL VINYL SIDING INSTALLATION Sheet 2 of 7, attache to this report The allowable design wind pressures shown in the table on lugs 2, 3 and 4 of this evaluation report can be compared directly to the required wind beads in Chapter 16 of the FloridaBuilding modem If there are any questions about dais, please contact me. EOAM BACKED VINYL, SIDING The following P1yGern / Georgia-Pacific foam backed vinyl siding product; Caliber High Perlbrinance has been tested and analyzed in conformance with ASTM D 3 79-17 as required by Florida Building Code 2020, paragraphs 1404.9 and 1405.14 plus Florida Residential Code 2020, paragraph 703.11. For configurations, thickness, nail types, horizontal and vertical nail spacings, plus allowable design grind pressures, see table on page 3 of this report, Structural testing to AS'ASTM D 5206, as required by ASTM D 3679, was done at Architectural Testing, Inc.'s main laboratory located at 130 Derry Court, York, PA 1740 and is reported in 01- 9 4. 1 (test date 04/ /04) and in 01-509 4. test dates 04/ 9/ 4 and 04/3 / 4 . The material l (physical) properties testing as required in ASTM Georgia-Pacific Siding Page 6 D 3679 was done at Architectural Testing, Inc*"s main laboratory located at 130 Derry Court, York, PA 17402 as reported in project A9142.01-103-77 (test date-1011 1/11), The material was also tested to ASTM E 119 "Standard Test kethods for Fire Tests of Building Construction and Materials" at Southwest Research Institute located at 6220 Culebra Road, San Antonio, Texas in project 01-033000.01 �001 (test date-01/2000). I have performed a combination of rational and comparative analyses on this product, which includes the mandatory requirements of Annex A1.2.1 in ASTM D 3679a Installation must be over 7/16" minimurn nailable sheathing. Installation fasteners must be roofing nails mdth 3/8" diameter head, 1/8"diameter shank, and a minimum length of 1-1/2'% The allowable design wind pressures for this product have been determined in a separate 8 page structural analyses titled VINYL, PLASTIC & STEEL SIDING ANALYSES FLOPJDA EVALUATIONS & 2020 FBC UPDATE. Stud spacing must be 16", and studs must be 2 x 4 minimum. With 16" horizontal spacing, all nails must penetrate studs, and vAth 8" horizontal spacing, 1/2of all nails must penetrate studs. For additional installation details, see drawing titled ,YGEM / GEORGM-PACIFIC FOAM BACKED VINYL SIDING INSTALLATION Sheet 3 of 6, attached to this report. The allowable design wind pressures shown in the table on page 3 of this evaluation report can be compared directly to the required wind loads in Chapter 16 of the Florida Building Code. If there are any questions about this, please advise me. The following 3 yGem / Georgia-Pacific plastic (polypropylene) siding products; Cedar Spectrum Hand Split Shingle, Cedar Spectrum Shingle, Cedar Spec trtun Round Cut have been tested as reported in ATI Evaluation Service report CCRR-0 164, and detennined by rational analyses to be in conformance with Florida Building Code 2020, paragraph 1404.8 and Section 2605. For configurations, thicknesses, nail hem types, horizontal and vertical nail spacings, plus allowable design wind pressures, see table on page 3 of this report. Structural testing to ASTM D 5206 was done at Architectural Testing, Inca's main labomtory located at 130 Deny Court, York, PA 17402 and is reported in 01-38984.01 (test date-3/15/01), 01-3956101 (test date-6/27/01), 99352.04-109-44 (test data 03/26/10), and 99352.05-109-44 (test date03/25/10). Additional fire testing at Southwest Research Institute located at 6220 Culebra Road, San Antonio, Texas as reported in projects 01-2303.135 and 01-2303.136, in confonnance with FBC 2612.2, has determined that, these products have passed the-ASTM D 1929 Self Ignition test and attained a class C-2 rating in the ASTM D 635 Rate of Bum test. Georgia-Pacific siding I have performed o bin tion of rational Installation must be over 7/16" minimura u be roofing rails with 3/ " diameter head, 1/ 1-1 /2" . The, allowable design wind pr s determined in a separate 8 page structural SIDING ANALYSES FLORIDA EVALUAT achieve the pressures in the analyses, all stuff must be in studs, Stands must be at 16"" spE 4 of 7, attached to this report. d comparative analyses on these products; able sheathing. Installation fasteners must diameter shank, d a mininiumen ` res for all of these products have been tal rs s tined VINYL, PLASTIC & STEEL S & 2020 FBC UPDATE, In order t must have nails in them, and Y2 of all mails „ For additional installation details, see 1 PLASTIC SIDING INSTALLATION Sheet The allowable design wind pressures shown in the table on page :3 of this ev luatiora report can be compared directly to the required wind loads in Chapter 16 of the Florida Building Code. If there are any questions about this, please contact me. The following Plygeni/Georgia-Pacific Woodgrain Dutchlap D5, Woodgrain 14, Vertical Board & Batten 1 '" have been struch 2 6-13 as required by ASTM 13679-17 in 404.9 and 14 .14. The reasons this metho4 specific requirements in the FBC for testings e the same shape and configurations as 1'l steel siding is also installed in the same A siding products, Woodgrain IDS, Dd rain Dutchlap D4, and Wodgrain y tested in conformance with ASTM )rida Building Code 2020, paragraphs testing was ehosenis that there are n siding panels, and these siding parcels n/ 3 r ia-Pacifie"s vinyl siding. The vinyl siding. The material thickness of these products meet the requirements of the FBC 2020 Fable 1405.2. For configurations, thicknesses, nail hem types, horizontal and vertical nail spacings, plus allowable design wind pressures, see table onpage 4 of this report. The allowable design wind pressures shown in this table can be compared directly to the required wind loads in Chapter 16 of the Structural testing was done at, Architectural Testing, Inca's maim laboratory located at 130 Derryo , York, PA 17402. The results of the structural testing are in reports number 7 9,01-109-40 (test date 01/31/17) and 01764.01-109-40(test date 1/31/17. Architectural ral Testing is now a subsidiary of Interte , and both names appear on the reports. Georgia-Pacific siding Page 8 I have performed a combination of rational and comparative analyses on these products. Installation must be over nailable sheathing or plywood with a minimum of 7/16"' thickness. Installation fasteners must be galvanized steel roofing nails 1-1/2" long with 3/8" diameter heads, 1/8" diameter shanks. The allowable desip wind pressures for all of these products have been detennined in a separate 8 page structural analyses titled VINYL, PLASTIC & STEEL SIDING ANALYSES FLORIDA EVALUATIONS & 2020 FBC UPD,4TE. The Pressure Equalization factor was got used in the analyses of steel siding products. In order to achieve the pressures in the analyses, all studs must have nails in thera and all nails must be in studs, the exception of the vertical steel siding. Which requires the nails to only go through the sheathing or plywood, Studs must be at 16" spacing, For additional installation details see drawing titled STEEL SIDING INSTALLATION DET.41L sheet 5 of 7 attached to this report, and drawing titled VERTICAL STEEL SIDING TNSTALLATIONLPL` TAIL sheet 6 of 7 attached to this report. Sincerely yours; All N. Reeves, P.E., SECB Structural Engineer Florida License No, 19354 2 0 ,,VOY. .2 o2, ANR:anr Cc:20050004 N No, i93r4 , 'CN ,L �``'` *4 *+ H R E n g I n e e rl n g s I n c. DAT*Et: V k9—MAYL —20 -5* 11 PROJ E CT N 0, Lt-01 0 0 -OZ 8 H E ET -4OF HR Engineering, 2 HR Engineering, Inc. 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