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759 SAILFISH DR RESO20-0036 Revision Request_8-5-21_1Revision Request/Correction to Comments City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 **ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT #: RESO20--0036 D Revision to Issued Permit OR 0 Corrections to Comments Date: 04/28/2021 Project Address: 759 SAILFISH DRIVE ATLANTIC BEACH , FLORIDA 32233 Contractor/Contac t Name: WILDA K BARTLEY------------------------------- Cont a ct Phone: (904) 568-0005 Email: WILOABARTLEY@COMCAST.NET------------ Description of Proposed Revision / Corrections: SEE ATTATCHEO I WILDA K BARTLEY affirm the revision/correction to comments is inclusive of the proposed changes. -------------(printed name) •Will proposed revision/corrections add additional square footage to original submittal? 0No D Yes (additional s.f. to be added: ___________ ) (Office Use Only) D Approved D Denied D Not Applicable to Department Permit Fee Due$ _____ _ Revision/Plan Review Comments ____________________________ _ Department Review Required: Building Planning & Zoning Tree Administrator Public Works Public Utilities Public Safety Fire Services Reviewed By Date Updated 10/17/18 Bartley Residence Response to Revision Notes ZONING NOTES: 1.Please provide a survey of the property. Please find attached 2.Impervious: Please provide the existing and proposed impervious calculations. Lot 7,500.45 ExistingCalculations ProposedCalculations Base house 971.10 971.10 Addition 517.40 517.40 Utility Room 50.40 50.40 AC Slab 12.25 12.25 Covered Garage Slab 210.00 398.00 Uncovered walkway 84.00 84.00 Uncovered Driveway 291.28 291.28 Angled Driveway 44.18 Uncovered BBQ slab 708.08 708.08 2,844.51 3,076.69 37.9%41.0% * All Dimensions and calculation based on attached Survey 3.Driveway Width: The maximum allowed driveway width is 20 feet. The plans showthe driveway width at 20 feet 7 inches. Please revise accordingly. Prior Plans are incorrect and have been adjusted. The width of Driveway will not exceed 19.9 feet. BUILDING NOTES: 1. Please submit a Topographical Survey. Required when adding more than 250 square feet of new development. I will attach a pdf stating the information that is needed in the topo. Please find attached 2. Please submit the Florida Product Approval Information Sheets and all the components and cladding items that will be installed on this project. That would include the windows, doors, siding material and roofing material. All these numbers should be available from the vendors that are selling the items. The information sheets are available on the Building Departments website. Fill out all pages that apply. Please find attached for all applications requested 3. Please submit the manufacturer’s installation instructions and the Evaluation Report for the siding to be used on this project. Please find attached for all applications requested 4. Shingles will not be allowed to be used on the new carport as the roof slope is under 2:12 slope. Consult with your roofer as to what will be used in place of the shingles and include this on the Product Approval Information Sheets. Installation instructions for this alternate roofing system will also be needed to be submitted at this time as all non-shingled roofing systems go through plan review in Atlantic Beach. This is a misread or misprint. The new carport roof will be SA Modified Bitumen not Shingles. Please find attached 5. Installation instructions from the DBPR product approval website shall be on sitefor all windows and doors to be installed. Inspectors will need these on the day ofinstallation inspection. Will be provided for Inspector in box. PUBLIC WORKS NOTES: 1.Provide construction site management plan including location of silt fence,dumpster, portable toilet. Right-of-Way Permit is required if using right-of wayfor construction parking. Please find attached 2.Section 24-66(b) of the Land Development Regulations requires on-site storagefor increased run-off if adding 250 SF or more impervious surface. Not Applicable as the scope of work has been reduced to 235 square feet of new development. 3.Provide Delta volume calculations and on-site retention required per Section24-66(b). Not Applicable as the scope of work has been reduced to 235 square feet ofnew development. 4.Maximum driveway width within the city right-of-way is 20 feet. The Plans have been adjusted so that right-of way footprint remains unchanged. 5.Provide detailed plans showing proposed water retention. Please find attached 6.Provide a detailed plan of the driveway in right-of-way. Matching existing footprint. The right-of-way remains unchanged 7.Provide a pre-construction plan showing all areas where the proposed work is. Please find attached MAP SHOWING MORTGAGE & TOPOGRAPHIC SURVEY OF LOT 18 BLOCK 6 AS SHOWN ON MAP OF ROYAL PALMS UNIT ONE AS RECORDED IN PLAT BOOK 30 PAGES 60 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLA. f /'.::j -DENOTES CONCRETE Q DENOTES FOUND 1/2" IRON PIPE LB NO I.D. UNLESS OTHERWISE NOTED -X-X--DENOTES 4' CHAIN LINK FENCE ---0----0--DENOTES 6' WOOD FENCE (00.00)-"-0 -DENOTES TOPOGRAPHIC SPOT ELEVATION (HARD SHOT) (oo.o)fi -DENOTES TOPOGRAPHIC SPOT ELEVATION (GROUND SHOT) SET BENCHMARK: SET P.K. NAIL & DISK LB 3857 IN EDGE OF ASPHALT 30'± WEST OF LOT LINE 18 AND 19 BLOCK 6 ON SAILFISH DRIVE EAST ELEVATION: (11.00) ELEVATIONS SHOWN HEREON REFER TO NA VD OF 1988 SOURCE BENCHMARK: NAIL & DISK LB 3857 AT EDGE OF ASPHALT IN FRONT OF LOT 8 BLOCK 5 AMBERJACK LANE ELEVATION: (12.96) ELEVATIONS SHOWN HEREON REFER TO NA VD OF 1988 --- O> t- o ..J (1 2 .9 MORTGAGE & TOPOGRAP HIC SURVEY; W.0# 184691; 1-19-2021 (FIELD) CERTIFIED TO: BARTLEY LAWILDA. DONNER ROAD (50' RIGHT OF WAY) 4'CHAIN LINK FENCE /13.4) sas·2 d'o2 "E ,- ,,; ,,., /12.9) 80.65' ,- ,,; ,,., ;i. ci ("'' 0.2 · o.s · [(,:,-- zU -z 1tt! {;;----<13.8) b 0 ,,; 0) 13 .8) ~13.4) r-- t- o ..J 13.2) CROWN OF ROAD ;11.67) CROWN OF ROAD /11 .73) THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. UND ERGRO UND ENCROACHMENTS NOT LOCATED THE LAND SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN ON FLOOD INSURANCE RATE MAP 0408 J FOR DUVAL COUNTY, FLORIDA, F.I.R.M INOEX DATE 11-02-18 ALL AMERICAN SURVEYORS OF FLORIDA, INC. LANO SURVEYORS -.J751 SAN JOSE PLACE, SUITE 15 -JACKSONVILLE, FLORIDA. .J2257 -904/279-0088 -UCENSEO LANO BUSINESS NO . .J857 COV. • COVERED FND. • FOUND ESM'T • EASEMENT CONC • CONCRETE MON. • MONUMENT I.P. • IRON PIPE I.R. • IRON ROD t:,, • DELTA ANGLE CH • CHORD A • ARC LENGTH R • RADIUS !C) • CALCULATED ol = DEED P • PLAT R • RADIAL LINE 't • CENTER LINE R/W • RIGHT-OF-WAY (A) • ACTIJAL (W) • WITNESS F'.F'.E. = FINISH FLOOR ELEVATION A/C • AIR CONDmONER 1.0. • IDENTIFICATION P.R.M. • PERMANENT REFERENCE MONUMENT P.T. = POINT OF' TANGENCY P.C .P. = PERMANENT CONTROL POINT P.C. • POINT OF' CURVE P .R.C. • POINT OF' REVERSE CURVE P.C.C. = POINT OF COMPOUND CURVE B.R.L. • BUILDING RESTRICTION F.P .&:L.• FLORIDA POWER &: LIGHT (TYP.) = TYPICAL NGVO = NATIONAL GEODETIC VERTICAL OATIJM NAVO = NORTH AMERICAN VERTICAL DATUM N.T.S. • NOT TO SCALE LB • LICENSED BUSINESS P.I. = POINT OF INTERSECTION EOW = EDGE OF WATER Toe = TOP OF BANK THIS IS TO CERTIFY THAT THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE SUPERVISION AND DIRECTION, THAT THERE ARE NO ENCROACHMENTS EXCEPT AS SHOWN AND THAT THE SURVEY SHOWN HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS PURSUANT TO CHAPTER 472.027 / CHAPTER 61G17-6, FLORIDA STATUTES . SCALE l "=2 0 ' DATE 01-19-2021 SURVEY NOT VALID UNLESS EMBOSSED BY SEAL JAMES D. HARRISON, JR., No. 2647 MICHAEL A. GARRETT, No . 6643 J -;,_ 7-;,o ;i \ F.8. PRINT D.C. 88663-184691 DR. BY~ DIR. P:\2021 (89282)\STEVE BARTLEY\ROYAL PALMS Ul ORDER NO. 184691-MTG-TOPO :::-5 =-4 :::-9 =-s FILE 88663 WRAP W.R.B. :1 INTO OPENING~-.. 00 ® ___ __,~ W.RB. 45' CUT • 00 REMOVE BOTTOM W.R.B.FLAP MODIFIED "I" CUTINW.R.B APPLY JAMB FLASHING TO BOTH SIDES OF DOOR FROM DOOR FRAME TOW.RB. EXTENDING 8-1/2" ABOVE DOOR ROUGH OPENING .. .R. W.R.B. 2: 53: 27 PM Friday July 2, 2021 20-31 Bartley Residence 21-07-02.dwg Bob Grav (j) -17 W.R. ~ A: , ~ W.R.B. ~ a TEMPORARILY TAPE UP TOP FLAT INSTALL VULKUM AT THRESHHOLD PER MFR INSTRUCTIONS. 1'-8" W.R.B. APPLY HEAD FLASHING EXTENDING 1 O" BEYOND DOOR ROUGH OPENING. INSTALL DOOR, SHIM DOOR TO LEVEL. PLUMB AND SQUARE DOOR IN OPENING. W.R.B. UNFLOLD TOP FLAP AND COVER DIAGONAL CUT IN W.R.B. WITH SHEATHING TAPE. NOTE: ALL FLASHING WILL BE SELF-ADHERING AND ROLLED SMOOTHED & FLAT WITH A I-ROLLER EXTERIOR DOOR FLASHING SEE ELEV. .A FIBERGLASS SHINGLES PER SPEC. METAL DRIP EDGE 2x6 FASCIA WI ALUMINUM WRAP I KICK-OUT ~RNG.HT.PERPLAN __ HOLD BACK FASCIA AND DRIP EDGE 2" FROM FACE OF WALL. OUTSIDE FACE OF EXTERIOR WALL EXTERIOR FINISH PER PLAN ~ EXTERIOR SHEATHING (W.R.B.) WEATHER RESISTANT BARRIER STUCCO LATHE 3COATSTUCCOSYSTEM 5x5 FLASHING WI KICK -OUT TO SHED WATER AWAY FROM HOUSE W .R.B. OVERLAPS THE 5x5 FLASHING ROOF SHEATHING \ METAL DRIP EDGE 2x6 FASCIA WI ALUMINUM WRAP OUTSIDE FACE OF EXTERIOR WAL I I . I : ' I .. I I . I ~ ~ ~ .. ,--. .. WALL AND ROOF INTERSECTION FLASHING i I I I I I I I I I I I I I I L 3 lt_ooF FLASHING 7 I I I I _J SCALE: N.T.S. Ci) METAL DRIP EDGE 26 GA. GAL V ANTZED (NOT TO SCALE) Ci) DRIP EDGE FLASHING DRIP EDGE SHALL BE PROVIDED AT EA YES AND GABLES OF SHINGLED ROOFS. AND OVERLAPPED A MINIMUM OF 3". EA VE DRIP EDGES SHALL EXTEND 112" BELOW SHEATHING AND EXTEND BACK ON THE ROOF A MINIMUM OF 2". DRIP EDGE SHALL BE MECHANICALLY FASTENED A MAXIMUM OF 12" O.C. DRIP EDGE AT EAVES SHALL BE PERMITTED TO BE INSTALLED EITHER OVER OR IINDER THE UNDERLA YMENT. IF INSTALLED OVER THE IINDERIA YMENT, THERE SHALL BE A MINIMUM 4" WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE. THE UNDERLAYMENT SHALL CONFORM WITH ASTM D 226, TYPE 1 OR TYPE II, OR ASTM D 4869, TYPE 1 OR TYPE II. THE IINDERIAYMENT SHALL BE INSTALLED IN WATER SHEDDING FASHION, STARTING WITH THE EAVE LEDGE AND ROLLED HORIZONTAL. UNDERLAYMENTSHALLOVERIAP A MINIMUM OF 19" AND BE MECHANICALLY FASTENED AT 36" 0.C. MAXIMUM. (21 VALLEYFLASHING VALLEY LININGS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS BEFORE APPL YING SHINGLES. VALLEY LININGS OF THE FOLLOWING TYPES SHALL BE PERMITTED: 1. FOR OPEN VALLEY (VALLEY LINING EXPOSED) LINED WITH METAL THE VALLEY LININGSHALLBEATLEAST 24" WIDE AND ANY OF THE CORRISION-RESISTANT METALS IN THE TABLE R903.2.I 2. FOR OPEN VALLEYS, VALLEY LINING OF THE TWO PLIES OF MINERAL SURFACE ROLL ROOFING, COMPLYING WITH ASTM D 3909 ORD 6380 CLASS M, SHALL BE PERMITTED. THE BOTTOM LA YER SHALL BE 18" AND THE TOP LA YER A MINIMUM OF 36" WIDE. 3. FOR CLOSED VALLEYS (VALLEY COVERED WITH SHINGLES). VALLEY LINING OF ONE PLY SMOOTH ROLL ROOFING COMPLYING WITH ASTM D 6380 CLASS S TYPE II OR TYPE III AND AT LEAST 36" WIDE ORV ALLEY LINING AS DESCRIBED IN ITEMS 1 AND 2 ABOVE SHALL BE PERMITTED. SPECIALTY UNDERLA YMENT COMPLYING WITH ASTM D 1970 MAY BE USED IN LIEU OF THE LINING MATERIAL. ' ~ "' ~ "' ~ " 0 ,2 "' 5 .A ~ S T E P S G ) I N W A T E R S H E D D I N G F A S H I O N , S T A R T I N G A T T H E B A S E O F T H E W A L L & W O R K I N G T O W A R D S T H E T O P , I N S T A L L T H E W R B T O T H E F A C E O F T H E S H E A T H I N G . ( Z ) A P P L Y S I L L F L A S H I N G ~ A P P L Y B E A D O F S E A L A N T A T B A C K O F W I N D O W F L A N G E & S E T W I N D O W U S I N G P A N H E A D S C R E W S T O F A C I L I T A T E I N S P E C T I O N . @ A P P L Y B E A D O F S E A L A N T A T S I D E J A M B S . E X T E N D 8 ½ " @ A P P L Y J A M B F L A S H I N G @ A P P L Y B E A D O F S E A L A N T A T H E A D { J ) A P P L Y H E A D F L A S H I N G @ R E M O V E P R E V I O U S L Y A P P L I E D T A P E , A L L O W I N G W R B T O L A Y F L A T O V E R H E A D F L A S H I N G . A P P L Y N E W S H E A T H I N G T A P E O V E R D I A G O N A L C U T - S E E D I A G R A M . S E A L T H E W I N D O W F R A M E T O O P E N I N G . A P P L Y A 1 / s " N O M . D I A . T O T H E B A C K S I D E ( I N T E R I O R ) O F T H E W I N D O W F L A N G E , I N L I N E W I T H A N Y P R E - P I I N C H E D H O L E S O R S L O T S . @ J A M B F L A S H I N G S E A L A N T B E A D B E H I N D M O I I N T I N G F L A N G E . A P P L Y C O N ! . S E A L T O T H E M O I I N T I N G F L A N G E S A T T H E T O P ( H E A D ) A N D S I D E S ( J A M B S ) O F W I N D O W . E X T E N D S E A L A N T A T J A M B S 8 ½ " A B O V E T H E R . 0 . A T H E A D . E M B E D J A M B F L A S H I N G I N T O S E A L A N T A N D ~ - - F A S T E N I N P L A C E . ( F L A S H I N G G O E S O V E R S E A L A N T ) . S E C T I O N A T H R O U G H W I N D O W J A M B S E A L A N T B E A D B E T W E E N F L A S H I N G A N D M O U N T I N G F L A N G E . S E C U R E W R B A T H E A D SCALE: N.T.S. S E A L A N T ( Z ) H E A D F L A S H I N G E M B E D B O T T O M O F T H E H E A D F L A S H I N G A G A I N S T T H E P R E V I O U S L Y A P P L I E D S E A L A N T ( F L A S H I N G G O E S O V E R S E A L A N T ) . E X T E N D H E A D F L A S H I N G B E Y O N D E A C H J A M B F L A S H I N G . F A S T E N I N P L A C E . A ( ; i i J A M B F L A S H I N G - - - - t f - - - - - - - - - - , c ' . ' . ' . E X T E N D J A M B F L A S H I N G A T O O V E R L A P S I L L F L A S H I N G . E X T E N D J A M B F L A S H I N G 8 ½ " A B O V E R O U G H O P E N I N G A T H E A D . T U C K T O P O F J A M B F L A S H I N G U N D E R T H E F L A P O F W R B A T T H E H E A D . S E E D I A G R A M . S I L L F L A S H I N G S H I M A N D A D J U S T W I N D O W T O A C H I E V E S Q U A R E , P L U M B , A N D L E V E L C O N D I T I O N . U S E C O R R O S I O N R E S I S T A N T F A S T E N E R S . F A S T E N W I N D O W S P E R W I N D O W M A N U F A C T U R E R S P E C I F I C A T I O N S . 1 W E A T H E R R E S I S T A N T B A R R I E R ( W R B ) A T A 4 5 D E G R E E A N G L E , C A R E F U L L Y C U T T H E B A R R I E R O N A D I A G O N A L . G E N T L Y R A I S E T H E T O P E D G E O F T H E B A R R I E R U P A N D T A P E T H E T O P C O R N E R S A N D C E N T E R T O T H E E X T E R I O R W R B S U R F A C E A B O V E . I N T E R I O R V I E W S E A L A N T T O P L E F T C O R N E R O F W I N D O W SCALE: N.T. S . W I N D O W F L A S H I N G " M E T H O D A " CTl RIDGE FLA S H I N G THE UNDE R L A Y M E N T S H A L L B E I N S T A L L E D I N W A T E R SHEDING F A S H I O N . T H E L A S T L A Y E R A P P L I E D A T THE RIDGE S H A L L B E F O L D E D O V E R T H E R I D G E A N D MECHANIC A L L Y F A S T E N E D , A T 3 6 " O . C . M A X I M U M T O THE OPPOS I N G S I D E O F T H E R O O F . R E P E A T PROCEDUR E F O R O P P O S I N G S I D E O F R O O F . W H E N COMPLETE D T H E R E W I L L B E T W O L A Y E R S O F UNDERIA Y M E N T O V E R L A P P I N G T H E R I D G E . @ HIP FLASHI N G THE UNDE R I A Y M E N T S H A L L B E I N S T A L L E D I N W A T E R SHEDING F A S H I O N . A T T H E H I P L I N E F O L D T H E UNDERLA Y M E N T O V E R T H E H I P A N D M E C H A N I C A L L Y FASTEN, A T 3 6 " O . C . M A X I M U M T O T H E O P P O S I N G SIDE OF TH E R O O F . R E P E A T P R O C E D U R E F O R OPPOSING S I D E O F T H E R O O F . W H E N C O M P L E T E D T H E R E WILLBET W O L A Y E R S O F U N D E R L A Y M E N T OVERLAPP I N G T H E H I P . G) CRICKETS A N D S A D D L E S F L A S H I N G : A CRICKET O R S A D D L E S H A L L B E I N S T A L L E D O N THE RIDGE S I D E O F A N Y C H I M N E Y G R E A T E R T H A N 30" WIDE. C R I C K E T O R S A D D L E C O V E R I N G S S H A L L BE SHEET M E T A L O R O F T H E S A M E M A T E R I A L A S THE ROOF C O V E R I N G . THE RIDGE A N D V A L L E Y F L A S H I N G O F C R I C K E T S O R SADDLES S H A L L B E T H E S A M E A S T H E R I D G E A N D VALLEY F L A S H I N G O N T H E M A I N R O O F . @ 5x5 ANGLE F L A S H I N G 26 GA. GAL V A N I Z E D {NOT TO S C A L E ) _ J @ B A S E A N D C O U N T E R F L A S H I N G : B A S E A N D C O U N T E R F L A S H I N G S H A L L B E I N S T A L L E D I N A C C O R D A N C E W I T H M A N U F A C T U R E R ' S I N S T A L L A T I O N I N S T R U C T I O N S , O R A C O N T I N U O U S M E T A L " L " F L A S H I N G S H A L L B E S E T I N A P P R O V E D F L A S H I N G C E M E N T A N D S E T F L U S H T O B A S E O F W A L L A N D O V E R T H E I I N D E R I A Y M E N T . B O T H H O R I Z O N T A L A N D V E R T I C A L M E T A L F L A N G E S S H A L L B E F A S T E N E D 6 " O N C E N T E R W I T H T H E A P P R O V E D F A S T E N E R S . A L L L A P S S H A L L B E A M I N I M U M O F 4 " F U L L Y S E A L E D I N A P P R O V E D F L A S H I N G C E M E N T . F L A S H I N G S H A L L S T A R T A T T H E L O W E R P O R T I O N O F R O O F T O E N S U R E W A T E R - S H E A D I N G C A P A B I L I T I E S O F A L L M E T A L L A P S . T H E E N T I R E E D G E O F T H E H O R I Z O N T A L F L A N G E S H A L L B E S E A L E D C O V E R I N G A L L N A I L P E N E T R A T I O N S W I T H A P P R O V E D F L A S H I N G C E M E M T A N D M E M B R A N E . S H I N G L E S S H A L L O V E R I A P T H E H O R I Z O N T A L F L A N G E A N D S H A L L B E S E T I N A P P R O V E D F L A S H I N G C E M E N T . B A S E F L A S H I N G S H A L L B E O F E I T H E R C O R R I S I O N - R E S I S T A N T M E T A L P R O V I D E D I N S E C T I O N R 9 0 5 . 2 . 8 . l O R M I N E R A L S U R F A C E R O O L R O O F I N G W E I G H I N G A M I N I M U M O F 7 7 P O U N D S P E R 1 0 0 S Q U A R E F E E T . C O U N T E R F L A S H I N G S H A L L B E C O R R O S I O N - R E S I S T A N T M E T A L W I T H A M I N I M U M T H I C K N E S S P R O V I D E D I N T A B L E R 9 0 3 . 2 . 1 ( J ) " Z " F L A S H I N G 2 9 G A . G A L V A N I Z E D ( N O T T O S C A L E ) ( / ) F I B E R C E M E N T S I D I N G F L A S H I N G P A N E L S I D I N G : P A N E L S S H A L L B E I N S T A L L E D W I T H T H E W N G D I M E N S I O N P A R A L L E L T O F R A M I N G . V E R T I C A L J O I N T S S H A L L O C C U R O V E R F R A M I N G M E M B E R S A N D S H A L L B E S E A L E D W I T H C A U L K I N G O R C O V E R E D W I T H B A T T E N S . H O R I W N T A L J O I N T S S H A L L B E F L A S H E D W I T H " Z - F L A S H I N G " A N D B W C K E D W I T H S O L I D W O O D F R A M I N G . H O R I W N T A L L A P S I D I N G : L A P S I D I N G S H A L L B E L A P P E D A M I N I M U M O F 1 - 1 1 4 " A N D S H A L L H A V E T H E E N D S S E A L E D W I T H C A U L K I N G , C O V E R E D W I T H A N H - S E C T I O N J O I N T C O V E R , O R L O C A T E D O V E R A S T R I P O F F L A S H I N G . L A P S I D I N G C O U R S E S M A Y B E I N S T A L L E D W I T H T H E F A S T E N E R H E A D S E X P O S E D O R C O N C E A L E D . . A C C O R D I N G T O A P P R O V E D M A N U F A C T U R E R ' S I N S T A L L A T I O N I N S T R U C T I O N S . S C A L E : N . T . S . A D D I T I O N 7 5 9 S A I L F I S H D R I V E A T L A N T I C B E A C H , F L 3 2 2 3 3 P R O J E C T I N F O R M A T I O N A P P L I C A B L E C O D E S 2 0 2 0 F L O R I D A B U I L D I N G C O D E ( F B C ) - B U I L D I N G 7 T H E D I T I O N 2 0 2 0 F L O R I D A B U I L D I N G C O D E ( F B C ) - E X I S T I N G B U I L D I N G 7 T H E D I T I O N 2 0 2 0 F L O R I D A B U I L D I N G C O D E ( F B C ) - A C C E S S I B I L I T Y 7 T H E D I T I O N 2 0 2 0 F L O R I D A B U I L D I N G C O D E ( F B C ) - P L U M B I N G 7 T H E D I T I O N 2 0 2 0 F L O R I D A B U I L D I N G C O D E ( F B C ) - M E C H A N I C A L 7 T H E D I T I O N 2 0 2 0 F L O R I D A B U I L D I N G C O D E ( F B C ) - F U E L G A S 7 T H E D I T I O N N A T I O N A L E L E C T R I C C O D E - 2 0 1 7 E D I T I O N F L O R I D A F I R E P R E V E N T I O N C O D E - 7 T H E D I T I O N B A S E D O N N F P A 1 0 1 7 . 1 0 . 1 . 3 - 2 0 1 8 P R O J E C T D E S C R I P T I O N T H E P R O J E C T S C O P E I S A N A D D I T I O N O F A C A R P O R T T O T H E F R O N T O F T H E H O U S E . T O T A L B U I L D I N G A R E A 1 5 3 9 S . F . - E X I S T I N G E N C L O S E D U N D E R R O O F 3 7 2 S . F . - N E W C O V E R E D C A R P O R T O C C U P A N C Y C L A S S I F I C A T I O N R E S I D E N T I A L G R O U P R - 3 C O N S T R U C T I O N T Y P E : T Y P E V - B ( U N P R O T E C T E D , U N S P R I N K L E R E D ) T E A M M E M B E R S C O N T A C T I N F O R M A T I O N O W N E R : L A W I L D A B A R T L E Y A R C H I T E C T : R O B E R T W . G R A Y , I l l R O B E R T G R A Y A R C H I T E C T , I N C . ( 9 0 4 ) 2 2 2 - 1 1 7 6 S T R U C T U R A L E N G I N E E R : S E E A T T A C H E D S H E E T I N D E X A R C H I T E C T U R A L A 1 - C O V E R S H E E T A 2 - A R C H I T E C T U R A L S I T E P L A N S A 3 - P L A N S & E L E V A T I O N S S T R U C T U R A L T O B E A T T A C H E D " l _ ) R E V D E S C R I P T I O N 1 - 2 - 3 - 4 - T H E D R A W I N G A N D I N F O R M A T I O N C O N T A I N E D H E R O N I S C O N F I D E N T I A L A N D M A Y N O T B E U S E D , A N D / O R R E P R O D U C E D I N W H O L E O R I N P A R T F O R A N Y O T H E R P U R P O S E , O T H E R T H A N T H A T F O R W H I C H I T I S S P E C I F I C A L L Y F U R N I S H E D . R O B E R T G R A Y A R C H I T E C T A F L O R I D A C O R P O R A T I O N 5 2 1 1 P I N E R O C K L A N D S A V E . L I T H I A , F L O R I D A 3 3 5 4 7 9 0 4 . 2 2 2 . 1 1 7 6 n r g r a y 3 @ g m a i l . c o m C " : I C " : I C \ 1 C \ 1 C " : I H ~ ~ : : r 1 u ~ µ : = l i : I : I u - E - < z ~ ~ H E - < u ~ z I ( J ) ~ , q Q µ : = l . . . , . . . ) - > l f J _ - ~ 0 ~ ~ . , . . ) ~ : : r : z ~ i f ] - 0 ~ ~ H ~ ~ - ~ - ~ i f ] ~ ~ ~ < r : O J l O < r : o : : i l . " - - M A Y I A N D S E A L E D B Y R O B E R T W . G R A Y O N T H E D A T E A D J A C E N T T O T H E S E A L P R I N T E D C O P I E S A R E N O T C O N S I D E R E D S I G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S P L A N 2 0 - 3 1 S H E E T A l C O V E R S H E E T 2,26,42 PM Friday July 2, 2R02~d nee 21-07-02.dwg 20-31 Bartley es1 e Bob Gra DONNER R O A D (50' RIGHT OF WAY) (13.1 (13.1 -----..... f-0 J Lu u ~ t a 0 £ . <O (12.9 • co lC) • O> 4'CHAIN LINK FENCE . ~ ' ,-;--. .: ..... ,_,,. -~ ·-..:,.1'. f,1 -~ --(12.5 ;-::::_\o::·:::·-: ~,. '•.,: . .., ·.::. .. ,, ,., '• • : 11 • . • . • • • • ,r. r<13.4) sas·2d'o2"E ao.ss· /12.9) z : : J L u z C , J - z - c t : w : r I J : . 1 3 . 8 ) - - - - - - 1 3 . 8 ) _ C J - - - < 1 3 . 8 ) N - . ' - - - ~ - ' { 1 3 . 8 ) 0 0 • I " ) 0 ) 1 3 . 2 ) 1 2 . 8 ) 1 2 . 7 ) , - . l - o J r(11.4) r<11·8) -:\/-::·:-:: .. :· .,,....(11.7) '======='=============~· .... ·_ .. :f_,_~:;•:~••.:"""_·.·:i: ___ .i,'...:.._,)"-_'. ======/=::;;::::.:B:;:; ·A~C~K~=OF;.:::,:;::;CU~R;B;====== = = = = : : = = ! . - : : : - / . : _ : - . : : _ l : : l : : · 8 = ) = = ; l l . 7 ) EDGE OF ASPHALT CROWN OF ROAD CROWN ~11 35) OF ROAD / · . ~11.41) s a s · 2 0 · 0 2 " E · 4 5 9 . 1 9 · ( B E A R I N G B A S E ) CROWN OF ROAD ~11.58) SAILFISH C R O W N O F R O A D ; 1 1 . 6 7 ) C R O W N O F R O A D ; 1 1 . 7 3 ) DRIV E (60' RIGHT OF WAY) BOUNDARY SURVEY - E X I S T I N G C O N D I T I O N S ' " 1/8" = 1 -0 D O N N E R R O A D 8 0 . 6 5 ' F R O N T P R O P E R T Y L I N E • " ' ' - " ' m I i n ~ 2 0 ' R E A R B U I L D I N G R E S T R I C T I O N L I N E ' · - · - · - · - · - · - · - · - · - · - · - · ~ · - · , I . w I ~ \ ' . _ _ w l Z . 1 3 1 6 R E S I D E N C E • . I - _ J I E X I S T I N G ~ I 1 0 S A I L F I S H D R I V E " ' z . 7 5 9 " ' . 0 : : : ~ I I t ; ; w O · i 0 : : : o : : : I I - ~ ( ( ( ' . ) ( / ) . l h ~ I - i ~ . _ J ( - § : ? I - r I ~ t L c - " c - - . 0 1 · \ o I i ' S _ J " ' ' - · ' 6 I I ~ , ; , - ~ . N I ( \ o - m l r - I . ( / ) J - . . . i - - - I . w . L O ~ I . I - ~ ( . . I " ~ ' ' ° 0 1 , , , , I ' . , , · - · ~ - · - E 2 5 - , - - F R O N T B U I L D I N G R E S T R I C T I C N L I ~ 4 , . ' r - r . , , ~ I , , . - ~ ' , 1 ' • 4 9 ' a " ~ • c - 1 9 ' " 1 2 ' 7 " . I ; ; ; " ' - N r - ' i o 1 0 2 2 S F O F N E W P A V E R S - I i - - - ~ c - c - ! ' - I . I i L I N E . ' F R O N T P R O P E R T Y I 8 0 . 6 5 ~ 1 1 ' 7 M 1 1 ' 1 0 " B ' g M 4 8 ' 5 " S A I L F I S H D R I V E @ t ; ~ ? ~ l ~ ~ - ~ ! U R A L S I T E P L A N ~ ~ E V D E S C R I P T I O N l 1 2 3 4 I T T R O B E R T G R A Y A R C H I T E C T . A . P L O R I D A C O R P O B A . T I O N 5 2 1 1 P I N E I I O C I L O O l S A V B . L I T H I A , F L O R I D A 3 3 5 4 7 e o , . 2 2 2 . 1 1 ? e . . . . . . , . l ! T - ' 8 1 1 " a l l . c o m ! : ' : I ! : ' : I N N ! : ' : I " " " i : . . • : : : 0 u < ~ O = l u - E - < z ~ j E - < u < z I a , ) ~ , . q ~ ~ . . . j - 1 l o - - < : > l f l - P : : 0 ~ A . . . j - 1 ~ : : : 0 Z > - , [ f J . - i : . . 0 ~ " " " l o - - < . . . . : l - t E - < < [ f J . ~ ~ ~ ~ ~ l O ~ ~ I ' - ' , , , - , J i : : : : : i : : : : : . . , . I : ; : : : C 1 5 3 6 4 i E , . , i , . . . V - , , " / , _ 4 i f ' / ; ✓ ~ / 4 , ~ ' 1 , 1 ' 1 : . · ~ - - - - · - · C " " . . . . ~ 1 1 , ~ J ? e n ~ i - , , , . . . . 7 / 2 l 2 ~ 1 I 1 1 \ \ \ 1 1 \ \ \ \ \ 1 ' ' ' P L A N 2 0 - 3 1 S H E E T A 2 _ ) ~ O V E R S H E E T II I MODIFIED BITUMEN ... 11 . , . .··11·· . .. ,. . : .. , : ' . · 11 .·.· i ~·· .. •• 11 · I 1 ·• N . ' ; >11···. ·•.· .. ··· .. · .. M·•·····.· .. • •' . . , . . . . ,, ' ' ·.·• ~~ -+I ~ f--f--f--f--I f--f--f--f--f--f--f--f--~ "" f--\_ NEW COLUMN . · .. : _•,_ ... -. ·-·, ' : '. :-·,. <<< :· __ ---.". . .: ·, ' ., .. ··;"_-_:-_ · .. 11 . · · ·I I·· ®< I " I I \_ NEW LAP SIDING RIGHT SIDE ELEVATION 1 /4" = 1 '-0" - - - - - - - 7 - - - - - - - 7 R O O F P L A N 1 / 4 " = 1 ' - 0 " I I 7 ' _ / NEW SELF ADHERING MODIFIED BITUM E N ~ . .' . .'' --.,. _: , \ , · - . . . - . - . - . - - ' : . _ • . . ' : , . . . I _ , · . . - , : · - , . _ · ' · I ~ f----------< l---r;;=:::::::::::::~7------r;::::;::::;::::;::::;J---------l 1L=-=-=fr~ ~ ~ ~ 1 = = = = = = ' r l _ _ _ _ 7 - = r = ~ C--------------~1-------------1 f------------j = I I f-----------< -I / / / / NEW GLASS BLOCK WINDOW__/ I / 7 ' \_NEW LAP SIDIN G _ / LEFT SIDE ELEV A T I O N 1/4" = 1'-0" - \ _ N E W C O L U M N 8 ' - 1 1 / . , . _ _ 2 • - f , " W - - - - - - " B = R G ' - ~ ~ E V ~ E S C R I P T I O N 2 : 4 9 : 4 2 P M F r i d a y J u l y 2 , 2 0 2 1 2 0 - 3 1 B a r t l e y R e s i d e n c e 2 1 - 0 7 - 0 2 . d w g B o b G r a v 2 - 3 - 4 - T H E D R A W I N G A N D I N F O R M A T I O N C O N T A I N E D H E R O N I S C O N F I D E N T I A L A N D M A Y N O T B E U S E D , A N D / O R R E P R O D U C E D I N W H O L E O R I N P A R T F O R A N Y O T H E R P U R P O S E , O T H E R T H A N T l 7 A T F O R W H I C H I T I S S P E C I F I C A L L Y F U R N I S H E D . ~ - - - - - - - - - - - - - - - - - 7 , - - - - - - - - - - - - - - - - _ _ J R O B E R T G R A Y A R C H I T E C T A F L O R I D A C O R P O R A T I O N I I I I L _ l I - ~ - ~ ' - I 0 N h I I I I I I I \ I i \ _ N E W 2 7 " X 4 0 " G L A S S B L O C K W I N D O W I N E X I S T I N G O P E N I N G I I I ~ l I I 1 1 I ' 1 1 ' ° I I ' ° ~ I 1 1 . I d , ' I T T I 1 1 " ' " I N E W I ' ° 1 1 C A R P O R T I I , I • I 1 1 6 X 6 P O S T ' I C " ) 1 1 0 I I " ' I " 1 1 I ' L - - - - - - - - - - - - - _ J 6 X 6 P O S T 1 8 ' - 6 " I 1 2 - 1 / 2 + : 1 2 ~ ~ ~ I I ~ ~ ~ ~ ~ ~ ~ f - - E X S T R E S I D E N C E - - ( I 1 1 , - - - - - _ r - - - - - - - 1 1 I R O O F O V E R H A N G 1 1 I I I I i s ' a 1 , = - _ J N O R T H - - ' I I I I I I I I F L O O R P L A N 1 / 4 " = 1 ' - 0 " 1 2 - 2 + : 1 2 I I I I I I I I I - C E M E N T I T I O U S L A P S I D I N G _ / F R O N T E L E V A T I O N 1 / 4 " = 1 ' - 0 " - - I L 7 I I I I _ _ _ J M A T C H E X S T 7 - 5 2 1 1 P I N E R O C K L A N D S A V E . L I T H I A , F L O R I D A 3 3 5 4 7 9 0 4 . 2 2 2 . 1 1 7 6 n r g r a y 3 @ g m a i l . c o m C " : I C " : I C \ 1 C \ 1 C " : I H ~ ~ : : r 1 u ~ µ : = l i : I : I u - E - < z ~ ~ H E - < u ~ z I ( J ) ~ , q Q µ : = l _ , . . . ) - > l f J - ~ 0 ~ ~ . , . . ) ~ : : r : z ~ i f ] - 0 ~ ~ H ~ ~ - ~ - ~ i f ] ~ ~ ~ < r : O J l O < r : o : : i r - - M A Y I A N D S E A L E D B Y R O B E R T W . G R A Y O N T H E D A T E A D J A C E N T T O T H E S E A L . P R I N T E D C O P I E S A R E N O T C O N S I D E R E D S I G N E D A N D S E A L E D A N D T H E S I G N A T U R E M U S T B E V E R I F I E D O N A N Y E L E C T R O N I C C O P I E S P L A N 2 0 - 3 1 S H E E T A 3 _ ) ~ O V E R S H E E T GENERAL NOTES CONVENTION A L F R A M I N G N O T E S 1. CODES USED: 2017 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING EDITION, ACI, NDS, 1. ALL CONVENTIONAL F R A M I N G L U M B E R I S N o . 2 S Y P . APAANDASCE7-10. 2. ALL RIDGE AND VALLE Y B E A M S I Z E S A R E N O T E D O N T H E P L A N S . 2. THE ALTERATIONS FOUND WITHIN THESE PLANS ARE DESIGNATED "ADDITION" IN COMPLIANCE WITH SECTION 301.1.2 OF THE EXISTING BUILDING CODE. 3. ALL ROOF RAFTER SIZ E S A R E N O T E D O N T H E P L A N S . 3. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND 4. FASTEN ROOF RAFTER S T O R I D G E B E A M S W I T H ( 4 ) 1 6 d T O E - N A I L S . AUTHORITIES HAVING JURISDICTION OVER THE WORK. 5. FASTEN ROOF RAFTER S T O B E A R I N G W A L L S W I T H A S I M P S O N H 2 . 5 A W I T H ( 5 ) 8 d N A I L S I N T O T H E 4. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING RAFTER AND (5) 8d NAI L S I N T O T H E T O P P L A T E . CONSTRUCTION. 6. FASTEN ROOF RAFTE R S T O S L E E P E R W I T H S I M P S O N H 3 W I T H ( 5 ) 8 d N A I L S I N T O T H E R A F T E R 5. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY. AND(5)8dNAILSINTOT H E S L E E P E R . DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED OTHERWISE ON THE PLANS. 6. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED ASSUMING 2500 PSF SOIL CAPACITY. 7. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK. 8. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. CONCRETE NOTES 1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST EDITION, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301, LA TEST EDITION, "SPECIFICATIONS FOR STRUCTURAL CONCRETE". 2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL CEMENT SHALL CONFORM TO ASTM C150, TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE 1½" INCHES FOR FOUNDATIONS, AND¾" FOR ALL SLABS AND SHALL CONFORM TO ASTM C33. 3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. 4. 4" 3000PSI CONCRETE SLAB WITH 6X6 W1 .4 X W1 .4 WWM OR 1/2" FIBERMESH OVER A 6 MIL. VAPOR BARRIER AND TERMITE TREATED SOIL. 5. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE FOOTING. 6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM-A615. ALL CONCRETE REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT'. 7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., AS REQUIRED FOR MECHANICAL TRADES BEFORE CONCRETE IS PLACED. 8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", WHICHEVER IS 7. FASTEN ROOF RAFTER T O L E D G E R W I T H L U S 2 1 0 . 8. FASTEN HEEL OF RAFT E R T O C E I L I N G J O I S T W I T H ( 4 ) 1 6 d N A I L S . 9. FASTEN CEILING JOIST T O L E D G E R W I T H L U S 2 6 . 10. FASTEN RIDGENALLE Y B E A M T O W A L L W I T H ( 1 ) M S T A 2 4 W I T H ( 1 1 ) 1 0 d N A I L S I N V A L L E Y B E A M , (11) INTO STUD BELOW . 11. 2X6 No.2 SYP COLLAR T I E S T O B E A P P L I E D . F A S T E N E A C H E N D W I T H ( 6 ) 1 6 d N A I L S . B O T T O M O F COLLAR TIES TO BE N O L O W E R T H A N 1 / 3 T H E D I S T A N C E F R O M T H E T O P P L A T E T O T H E P E A K . ---- - D O U B L E 2 X 1 2 C E I L I N G J O I S T F O R R I D G E B E A M S U P P O R T , U N O . • R O O F R A F T E R R I D G E B E A M C E I L I N G J O I S T C O L L A R T I E (2) 2x4 SYP COL U M N F O R R I D G E N A L L E Y B E A M S U P P O R T , F A S T E N E D TOGETHER WIT H ( 1 ) R O W O F 8 d N A I L S A T 1 2 " O . C . F A S T E N R A F T E R T O COLUMN WITH 1 8 G A S T R A P W I T H ( 9 ) 8 d N A I L S I N R A F T E R , ( 9 ) 8 d N A I L S I N COLUMN. FASTE N C O L U M N T O T O P P L A T E O R H E A D E R W I T H 1 8 G A S T R A P WITH (9) 8d NAIL S I N C O L U M N , ( 9 ) 8 d N A I L S I N T O P P L A T E / H E A D E R . EPOXY NOTE S 1. ANCHOR BOLTS, REI N F O R C I N G S T E E L , T H R E A D E D R O D S , S T A I R H A N D R A I L S , A N D O T H E R EMBEDDED STEEL ITE M S S H A L L B E S E T I N T O H A R D E N E D C O N C R E T E W I T H E P O X Y O R E P O X Y GROUT ONLY WHERE D E T A I L E D O N T H E D R A W I N G S O R W H E R E A P P R O V E D B Y T H E E N G I N E E R . 2. MANUFACTURER'S DA T A F O R A L L E P O X Y A N D E P O X Y G R O U T S H A L L B E S U B M I T T E D T O T H E ENGINEER FOR APPRO V A L P R I O R T O I N S T A L L A T I O N . A C C E P T A B L E E P O X Y P R O D U C T S A R E : HILTI HY150, HILTI HS E 2 4 2 1 , S I M P S O N S T R O N G - T I E S E T O R A P P R O V E D E Q U A L . GREATER. IN USING THE ABOVE P R O D U C T S , F O L L O W S T R I C T L Y T H E M A N U F A C T U R E R ' S S P E C I F I C A T I O N S AND DIRECTIONS FO R M I X I N G A N D A P P L I C A T I O N . H E E D A L L L A B E L W A R N I N G S . I N S T A L L I N 9. CORNER REINFORCEMENT SHALL BE LAPPED 25". ACCORDANCE WITH A P P L I C A B L E S A F E T Y L A W S . 10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; 3. ALL EPOXY AND EPOX Y G R O U T S H A L L D E V E L O P A M I N I M U M C O M P R E S S I V E S T R E N G T H O F 8 , 0 0 0 10.1. 3" FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH PSI AND TENSILE STRE N G T H O F 2 , 3 0 0 P S I . 10.2. 2" FOR CONCRETE EXPOSED TO EARTH AND WEATHER 10.3. 11/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY REINFORCEMENT. 4. ALL HOLES SHALL BE D R I L L E D W I T H A D I A M E T E R N O L A R G E R T H A N 1 / 8 " G R E A T E R T H A N T H E DIAMETER OF THE STE E L M E M B E R B E I N G I N S T A L L E D . 11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE DETERMINED FROM FOUNDATION PLAN, CONTACT 5. THE ENGINEER OF RECORD. ALL HOLES SHALL B E C L E A N E D W I T H C O M P R E S S E D A I R A N D S H A L L B E D R Y P R I O R T O INSTALLATION OF EP O X Y . H O L E S S H A L L B E F R E E O F A L L D E L E T E R I O U S M A T E R I A L S U C H A S LAITANCE, DUST, DIRT, A N D O I L . 12. STEM WALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF STEM WALL WILL EXCEED SIX (6) COURSES IN HEIGHT. 6. CONTRACTOR PERFO R M I N G E P O X Y W O R K S H A L L B E A N A P P R O V E D C O N T R A C T O R B Y T H E MANUFACTURER FUR N I S H I N G T H E E P O X Y M A T E R I A L S , A N D S H A L L H A V E N O L E S S T H A N F I V E YEARS EXPERIENCE I N T H E V A R I O U S T Y P E S O F E P O X Y R E L A T E D W O R K R E Q U I R E D I N T H I S PROJECT. A NOTARI Z E D C E R T I F I C A T I O N F R O M T H E M A N U F A C T U R E R A T T E S T I N G T O T H E TRAINING SHALL BE S U B M I T T E D T O T H E E N G I N E E R / A R C H I T E C T A L O N G W I T H T H E P R O P O S A L T O DO THE WORK. 13. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEM WALLS, THE TOP TWO COURSES OF STEM WALL MUST BE FILLED. FRAMING NOTES 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2017 FLORIDA BUILDING CODE, SHEATHING N O T E S RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE TREATED. 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. 7. DIMENSION LUMBER 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH SIMPSON STRONG-TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND LENGTH PER THE DETAILS. 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED BELOW: 8d=0.131"x2-1/2" 10d =0.148"x3" 12d =0.148"x3-1/4" 16d = 0.162" X 3-1/2" FOR WALL SHEATHING: 1. FOR STUCCO AND S T O N E : M I N H " O S B O R P L Y W O O D , S P A N R A T I N G 3 2 / 1 6 , I N S T A L L E D VERTICALLY, OR MIN {i i " O S B O R P L Y W O O D , S P A N R A T I N G 3 2 / 1 6 . I N S T A L L E D H O R I Z O N T A L L Y , T O WALL FRAMING. FAST E N W I T H 8 d N A I L S A T 6 " O . C . O N E D G E , 1 2 " O . C . I N F I E L D . 2. FOR ALL OTHER VE N E E R : M I N { i i • O S B O R P L Y W O O D , S P A N R A T I N G 2 4 / 1 6 , I N S T A L L E D VERTICALLY OR HORIZ O N T A L L Y , T O W A L L F R A M I N G . F A S T E N W I T H 8 d N A I L S A T 6 " O . C . O N E D G E , 12" O.C. IN FIELD (BL O C K E D P A N E L E D G E S ) O R 6 " O . C . E D G E A N D F I E L D ( U N B L O C K E D P A N E L EDGES). 3. FOR CURVED WALLS: T W O ( 2 ) L A Y E R S O F ¾ " P L Y W O O D . F A S T E N W I T H 1 0 d N A I L S A T 6 " O . C . O N EDGE AND 12" O.C IN F I E L D . O U T E R L A Y E R O F P L Y W O O D P A N E L E D G E S M U S T B E L A P P E D 2 4 " MIN WITH INNER LAYE R . S H I M F R A M I N G A S N E E D E D F O R T I G H T F I T . FOR ROOF SHEATHING: 1. FOR SHINGLE AND M E T A L R O O F : M I N f a " O S B O R P L Y W O O D , S P A N R A T I N G 2 4 / 1 6 , I N S T A L L E D PERPENDICULAR TO R O O F F R A M I N G . F A S T E N W I T H 8 d R I N G S H A N K N A I L S A T 6 " O . C . O N E D G E , 12" O.C. IN FIELD. 2. FOR TILE ROOF: MIN¥ , " P L Y W O O D , S P A N R A T I N G 3 2 / 1 6 , I N S T A L L E D P E R P E N D I C U L A R T O R O O F FRAMING. FASTEN WIT H 8 d R I N G S H A N K N A I L S A T 6 " O . C . O N E D G E , 1 2 " O . C . I N F I E L D . 3. SINGLE CLIP PANEL E D G E S . I N S T A L L P A N E L S C O N T I N U O U S O V E R T W O O R M O R E S P A N S W I T H STAGGERED END JOIN T S . W H E R E P A N E L S A R E I N S T A L L E D O V E R S I N G L E S P A N S D U E T O F I E L D CONDITIONS, BLOCK P A N E L S A T 1 2 " O . C . FOR FLOOR DECKING: 1. MIN ¾" T&G OSB OR P L Y W O O D , S P A N R A T I N G 4 8 / 2 4 , I N S T A L L E D P E R P E N D I C U L A R T O F L O O R FRAMING. FASTEN WIT H 8 d N A I L S A T 6 " O . C . O N E D G E , 1 2 " O . C . I N F I E L D . 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN AND/OR THE 2. USE OF APA RATED S T U R D - I - F L O O R I S A L L O W E D W I T H A M I N I M U M S P A N R A T I N G O F 4 8 / 2 4 A N D FOOTING DETAILS SHEET. MINIMUM¾" THICKNES S . 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. S1.01 SHEET INDEX GENERAL NOTES/FRAMING PLAN AND DETAILS FOR PORCH CEILING SHEA T H I N G : 1. MIN j" OSB OR PLYWO O D , S P A N R A T I N G 2 4 / 0 , I N S T A L L E D P E R P E N D I C U L A R T O C E I L I N G F R A M I N G . FASTEN WITH 8d NAILS A T 3 " O . C . O N E D G E , 1 2 " O . C . I N F I E L D . LOAD TABLE ROOF: LIVE LOAD: DEAD LOAD: CEILING: LIVE LOAD: LIVE LOAD-STORAGE: DEAD LOAD: FLOOR: LIVE LOAD: DEAD LOAD: DECK LIVE LOAD: WIND LOADS: WIND SPEED: EXPOSURE: IMPORTANCE: BUILDING CATEGORY: ENCLOSED BUILDING: INTERIOR PRESSURE COEFFICIENT: ROOF PITCH: 2 0 . 0 P S F C O M P O N E N T A N D C L A D D I N G D E S I G N P R E S S U R E S 7 . 0 P S F E F F E C T I V E E N D Z O N E S , P S F I N T E R I O R Z O N E S , 0 . 0 P S F 3 0 . 0 P S F 5 . 0 P S F 4 0 . 0 P S F 1 0 . 0 P S F 5 0 . 0 P S F 1 3 0 M P H C 1 . 0 I I 0 . 1 8 1 A N D 2 : 1 2 A R E A , S F 0 - 2 0 2 0 - 5 0 5 0 - 1 0 0 1 0 0 - 2 0 0 P S F 2 4 . 4 - 3 2 . 0 2 4 . 4 - 2 6 . 6 2 2 . 9 - 2 8 . 8 2 2 . 9 - 2 5 . 3 2 1 . 6 - 2 7 . 2 2 1 . 6 - 2 4 . 0 2 0 . 8 - 2 4 . 4 2 0 . 8 - 2 2 . 9 0 0 0 0 B E A M T O E X I S T I N G C M U W I T H H U C 2 8 - 2 , ( 1 0 ) : \ " x 1 - 3 / 4 " I N T O C M U , ( 4 ) 1 0 d N A I L S I N B E A M . P L A C E 6 x 6 P O S T U N D E R B E A M B E A R I N G . F A S T E N B E A M T O P O S T W I T H ( 2 ) M S T A 2 4 . F A S T E N P O S T T O F O O T I N G W I T H A B U 6 6 . U S E 1 0 d N A I L S I N A L L H O L E S . 2 x N O . 2 S Y P L E D G E R ( S E E P L A N F O R S I Z E ) • F A S T E N T O E A C H S T U D / T R U S S V E R T I C A L W I T H ( 3 ) 1 / 4 " X 4 " W O O D S C R E W S • F A S T E N T O B A N D B O A R D W I T H ( 3 ) R O W S O F 1 / 4 " X 4 " W O O D S C R E W S A T 1 6 " O . C . • F A S T E N T O C M U W I T H ( 2 ) R O W S O F ; j " X 3 " T A P C O N S A T 1 2 " O . C . S H E A T H P O R C H B O T T O M C H O R D S / C E I L I N G J O I S T S W I T H 7 / 1 6 " O S B F A S T E N E D W I T H 8 d C O M M O N N A I L S A T 6 " O . C . O N E D G E , 1 2 " O . C . I N F I E L D . @ - ! _ _ _ _ _ _ ( 2 ) 2 x 1 2 I ' I + - _ J ' ( 2 ) 2 x 1 2 : ' I ' I I ~ 1 . 0 1 ) · - I r - 0 I R O O F F R A M E D W I T H : • C A R P O R T - 2 X 1 2 R O O F R A F T E R S A T 2 4 " O . C . • P O R C H R O O F - 2 X 1 0 R O O F R A F T E R S A T 2 4 " o . c . • 2 X 1 0 C O M M O N R I D G E B E A M . • 2 X 6 C E I L I N G J O I S T S A T 2 4 " O . C . • 2 X 6 C O L L A R T I E S A T 2 4 " O . C . • L E D G E R S A R E S A M E S I Z E A S R A F T E R / C E I L I N G J O I S T T H A T I S A T T A C H E D . S E E C O N V E N T I O N A L F R A M I N G N O T E S F O R F A S T E N I N G S P E C I F I C A T I O N S . I I ~ ( I ~ I , , , I B F " : : . . a 1 1 r r . L ~ - ' " - - - - - - - - - - - - - - - - - - - - , , , - . , - i l l - ~ = = - = = ~ - - + - - - - : ± = = ± - = : : : : : : I - H = = ± = = c : : - - + - - ~ : : - : : = = : : : J . j l i l - - - - - . . . . ' I I I I I I I I I I I . . . . , / 2 ' \ . : I - - - - - - - - - - ' I 7 ' ' ( 2 ) 2 x 1 2 ' ' B ' I I r - - : - 7 I I I I - _ J \ _ 2 4 " x 2 4 " X 1 2 " F O O T I N G W I T H ( 3 ) # 4 B A R S E A C H W A Y U N D E R E A C H N E W P O S T . T Y P ( 5 ) . I I \ S 1 . 0 1 / I I I ' ( 2 ) 2 x 1 2 I I I I I I I I r - + - 7 I : _ t ~ I I I B S E E A R C H I T E C T U R A L D R A W I N G S F O R P L A T E H E I G H T S A N D P O S T / F O O T I N G D I M E N S I O N S . I I I I I I I I I I I I I I I I ' ' ' ' ' ' ' - , - - - - , - - - , , - - - , - - - - , - I I I I I I I I I ■ I I I I I I I I 1 1 - T - - - - , , - - T - n I I : I I I I I ~ - I I \ _ ( 3 ) 1 2 x 1 2 I I ~ y 0 ~ } . ~ . ~ T L E V E L W A L L P L A N / ~ - - - - - - - T J l 2 3 0 9 . 5 " I - J O I S T R A F T E R . F A S T E N T O L E D G E R W I T H I U S 2 . 3 7 / 9 . 5 . , , - - - - - 2 X 1 2 L E D G E R . F A S T E N T O B E A M = - : : j _ ~ = ; f , p ~ : : ; / : : _ _ . - - W I T H ( 1 ) R O W O F S D S 2 5 3 0 0 , • y S C R E W S A T 6 " O . C . F A S T E N T O E N D S O F E X I S T I N G R A F T E R S W I T H ( 4 ) 1 0 d N A I L S A T E A C H ~ I N T E R S E C T I O N . P O R C H C L G J O I S T ~ - P O R C H R A F T E R ' - - - - - P O R C H B E A M @ ~ } ~ ~ T L E V E L W A L L P L A N 2 ' - 0 " R A F T E R , - S P A C I N G , M A X . - - - - . f , , , - 2 X O U T L O O K E R S A T 2 4 " O . C . F A S T E N T O S E E P L A N V R A F T E R A N D W A L L W I T H ( 3 ) 1 0 d / T O E - N A I L S . ~ 7 / 1 6 " O S B S H E A T H I N G . S E E W A L L F = - - - - = ! - - " F - - - - ; , , + r = = S E C T I O N S . I , T R U S S T O P C H O R D . ( 2 ) 2 x 4 N O . 2 S Y P T O P P L A T E F A S T E N E D W I T H ( 2 ) R O W S 1 0 d A T 1 6 " O . C . S T A G G E R E D . M I N I M U M 2 4 " L A P W I T H ( 1 2 ) 1 0 d I N L A P . K N E E W A L L : 2 X 4 S T U D S A T 1 6 " O . C . F A S T E N T O T O P P L A T E W I T H ( 2 ) 1 0 d T O E - N A I L S . F A S T E N S T U D S T O B E A M W I T H H 3 . P O R C H B E A M . S E E P L A N F O R S I Z E A N D P L I E S . / ~ - - - - - - - T J l 2 3 0 9 . 5 " I - J O I S T R A F T E R . F A S T E N T O L E D G E R W I T H I U S 2 . 3 7 / 9 . 5 . / ~ - _ - - E X I S T I N G R A F T E R = = i • ~ i I T - - - - - / - , - - _ _ _ 2 X 1 2 L E D G E R . F A S T E N T O E X I S T I N G C A P P L A T E W I T H ( 1 ) R O W O F S D S 2 5 3 0 0 S C R E W S A T 6 " O . C . F A S T E N T O E N D S O F E X I S T I N G R A F T E R S W I T H ( 4 ) 1 0 d ~ - = c c j - - - - - - - - - . . . _ _ _ N A I L S A T E A C H I N T E R S E C T I O N . - - - - - - - - - - - - - - - E X . C M U W A L L @ } ~ . ~ T L E V E L W A L L P L A N F R A M I N G N O T E S A N D L E G E N D T O P A N D B O T T O M P L A T E M A T E R I A L : S T U D M A T E R I A L : H E A D E R S : 2 x N o . 2 S Y P , U N O . 2 x N o . 2 S P F , U N O . A L L H E A D E R S A R E ( 2 ) 2 x 6 N o . 2 S Y P W I T H T W O K I N G S A N D O N E C R I P P L E , U N O . F A S T E N H E A D E R L U M B E R T O G E T H E R U S I N G ( 2 ) R O W S O F 1 6 d ( 0 . 1 4 8 " X 3 . 5 " ) C O M M O N N A I L S A T 1 2 " O N C E N T E R . U S E O S B S H I M S A S N E C E S S A R Y T O M A K E T H E H E A D E R T H I C K N E S S E Q U A L T O T H A T O F T H E W A L L I T I S I N . S E E T H E H E A D E R D E T A I L F O R F A S T E N I N G S P E C I F I C A T I O N S . H E A D E R N O T A T I O N I S : ! - - - - - - N U M B E R O F P L I E S I N H E A D E R I N U M B E R O F K I N G S T U D S ( 2 ) , 2 x 6 , 2 : 1 ~ N U M B E R O F C R I P P L E S T U D S S I Z E O F D I M E N S I O N A L L U M B E R A B B R E V I A T I O N S : L V L 1 . 7 5 " W I D E 2 . 0 E T R U S J O I S T 2 . 0 E M I C R O L A M L V L O R E Q U I V A L E N T M I R M I R R O R . O . C . O N C E N T E R . O S B O R I E N T E D S T R A N D B O A R D . S I M S I M I L A R . S P F S P R U C E P I N E F I R . S Y P S O U T H E R N Y E L L O W P I N E . ' I I ( 2 ) 2 x 1 2 I r i ~ 7 " I I L - - l - I B T H I S I T E M H A S B E E N E L E C T R O N I C A L L Y S I G N E D A N D S E A L E D B Y G E O F F G A R T N E R , P E O N N O V E M B E R 1 0 , 2 0 2 0 U S I N G A D I G I T A L S I G N A T U R E . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D S I G N E D A N D S E A L E D W I T H O U T T H I S S T A T E M E N T . ( F A G 6 1 G 1 5 - 2 3 . 0 0 5 ( D ) & 6 1 G 1 - 1 6 . 0 0 5 ) . 0 C l i i ; : a . C l < ( C l > - ; : " ' C l N ~ " ' > - w ~ O ' . 0 N z < ( t - z ~ w " . c " E z 0 a ( ) z 0 . c i = O ' . 0 a . 0 7 i i ' u . ( ) 0 ( / ) w w = > 0 ( / ) ~ 0 z - > - w _ J . . . J w L L I - > C l : ' . ' . c : : : i : : : 0 u < ( : i : : : < ( I l l w r n [ ] J < ( L L u _ J 0 < ( I - z . . . J r n < ( - a , _ J ~ I ! ) I - . . . . . < ( . . . J 0 s : . N 0 . c ' ) I i - C J A ' C J j ~ " ' ~ ; : " ; : - ' e C l · · - ~ C l ~ " ' C . - ; ~ ~ C . 0 ( ) < ( 0 0 a , N u N , o C : " ' < O 0 , . . . . C l : / 1 i i i : C : W < ( . , a . ( ) : , m m e n . . , . . , C : · c · c : 0 0 0 U ) ( ) u : : : u : : : Q ) " " ' 0 ~ " ' ( . ? ( ) 1 ' i ~ . i i " ' Q ) · - ~ " O a u . C : ( / ) - - < ~ a f t s l ! : ! m < i : - " ' 0 " ' m - 0 ' E = g N " ' > . 0 C - ( / ) 0 . . N o ~ " ! @ 0 n : l ~ " ' 7 0 , S h e e t N o . S 1 . 0 1 Pr o d u c t s Pl o t I D L e n g t h P r o d u c t Pl i e s N e t Q t y BM 1 2 0 - 0 0 - 0 0 1 3 / 4 " x 9 1 / 2 " 2 . 0 E M i c r o l l a m ® L V L 2 2 BM 2 7 - 0 0 - 0 0 1 3 / 4 " x 9 1 / 2 " 2 . 0 E M i c r o l l a m ® L V L 2 2 RJ 0 1 2 1 - 0 0 - 0 0 T J I 2 3 0 / 9 . 5 1 4 RJ 0 2 1 9 - 0 6 - 0 0 T J I 2 3 0 / 9 . 5 1 6 R J 0 1 @ 2 4 " O . C R J 0 2 @ 2 4 " O . C Pr o d u c t s Pl o t I D L e n g t h P r o d u c t Pl i e s N e t Q t y BM 1 2 0 - 0 0 - 0 0 1 3 / 4 " x 9 1 / 2 " 2 . 0 E M i c r o l l a m ® L V L 2 2 BM 2 7 - 0 0 - 0 0 1 3 / 4 " x 9 1 / 2 " 2 . 0 E M i c r o l l a m ® L V L 2 2 RJ 0 1 2 1 - 0 0 - 0 0 T J I 2 3 0 / 9 . 5 1 4 RJ 0 2 1 9 - 0 6 - 0 0 T J I 2 3 0 / 9 . 5 1 6 R J 0 1 @ 2 4 " O . C R J 0 2 @ 2 4 " O . C B M 2 B M 1 IU S 2 . 3 7 / 9 . 5 IU S 2 . 3 7 / 9 . 5 IU S 2 . 3 7 / 9 . 5 IU S 2 . 3 7 / 9 . 5 IU S 2 . 3 7 / 9 . 5 IU S 2 . 3 7 / 9 . 5 7 - 0 2 - 0 0 6 - 0 4 - 0 0 6 - 0 6 - 0 0 19 - 0 0 - 0 0 B M 2 B M 1 IU S 2 . 3 7 / 9 . 5 IU S 2 . 3 7 / 9 . 5 IU S 2 . 3 7 / 9 . 5 IU S 2 . 3 7 / 9 . 5 IU S 2 . 3 7 / 9 . 5 IU S 2 . 3 7 / 9 . 5 7 - 0 2 - 0 0 6 - 0 4 - 0 0 6 - 0 6 - 0 0 19 - 0 0 - 0 0 ' f " ' f " ' f " ' g r u r u r u r u r u r u r u r u r u r u r u r u r u r u r u r u r u r u r u r u r u r u r u r u r u r u r u r u r u r u r u r u r u r u r u r u r u r u r u r u r u r u r u r u r u r u r u r u - \ / II II I II I 11 II I II I 'I II ~ 1 11 ·1 7 11 _J II ·1 7 11 II I I I I II +l b I ~, . . ,. « < _ : _ : _ : _ : _ : _ : _ : _ : _ : _ : I Il l I l l Il l Il l I I II II .. .I l l Hr Level Member Name Results Current Solution Comments RJ01 Passed 1 piece(s) 9 1/2" TJI® 230 @ 24" OC RJ02 Passed 1 piece(s) 9 1/2" TJI® 230 @ 24" OC Web Stiffeners Required BM1 Passed 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL Bartley JOB SUMMARY REPORT ForteWEB Software Operator Job Notes 7/10/2021 12:26:12 PM UTC ForteWEB v3.2 File Name: Bartley P a g e 1 / 5 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)800 @ 1' 1 3/4"3015 (3.50")Passed (27%)1.25 1.0 D + 1.0 Lr (Adj Spans) Shear (lbs)673 @ 1' 3 1/2"1663 Passed (40%)1.25 1.0 D + 1.0 Lr (Adj Spans) Moment (Ft-lbs)3408 @ 10' 9 1/2"4163 Passed (82%)1.25 1.0 D + 1.0 Lr (Alt Spans) Live Load Defl. (in)0.643 @ 10' 9 1/2"0.965 Passed (L/360)--1.0 D + 1.0 Lr (Alt Spans) Total Load Defl. (in)1.185 @ 10' 9 1/2"1.287 Passed (L/195)--1.0 D + 1.0 Lr (Alt Spans) System : Roof Member Type : Joist Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Member Pitch : 0.5/12 •Deflection criteria: LL (L/240) and TL (L/180). •Overhang deflection criteria: LL (2L/240) and TL (2L/180). Upward deflection on left and right cantilevers exceeds overhang deflection criteria. •Allowed moment does not reflect the adjustment for the beam stability factor. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Roof Live Total Accessories 1 - Beveled Plate - SPF 3.50"3.50"3.50"367 432 799 Blocking 2 - Beveled Plate - SPF 3.50"3.50"3.50"367 432 799 Blocking •TJI joists are only analyzed using Maximum Allowable bracing solutions. •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 11" o/c Bottom Edge (Lu)9' 7" o/c Dead Roof Live Vertical Load Location Spacing (0.90)(non-snow: 1.25)Comments 1 - Uniform (PSF)0 to 21' 7"24"17.0 20.0 Default Load Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.Member Length : 21' 7 5/8" MEMBER REPORT PASSED Level, RJ01 1 piece(s) 9 1/2" TJI® 230 @ 24" OC ForteWEB Software Operator Job Notes 7/10/2021 12:26:12 PM UTC ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: Bartley P a g e 2 / 5 ~FORTE"l!Zml SIGp ed Lengt h: 2 1' 7 1/4" -- + + 0------------i-------------==-------==------==--~~: 0 12 1;' -------r o.s 1 ~ 1·,________19_· ----------f w IT] ~ I I 1~. ~~-- Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)688 @ 19' 9 1/2"1325 (1.75")Passed (52%)1.25 1.0 D + 1.0 Lr (Alt Spans) Shear (lbs)688 @ 19' 9 1/2"1663 Passed (41%)1.25 1.0 D + 1.0 Lr (Alt Spans) Moment (Ft-lbs)3199 @ 10' 5 15/16"4163 Passed (77%)1.25 1.0 D + 1.0 Lr (Alt Spans) Live Load Defl. (in)0.566 @ 10' 5 11/16"0.933 Passed (L/396)--1.0 D + 1.0 Lr (Alt Spans) Total Load Defl. (in)1.045 @ 10' 5 3/4"1.244 Passed (L/214)--1.0 D + 1.0 Lr (Alt Spans) System : Roof Member Type : Joist Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Member Pitch : 0.5/12 •Deflection criteria: LL (L/240) and TL (L/180). •Overhang deflection criteria: LL (2L/240) and TL (2L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ¹ See Connector grid below for additional information and/or requirements. • ² Required Bearing Length / Required Bearing Length with Web Stiffeners Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Roof Live Total Accessories 1 - Beveled Plate - SPF 3.50"3.50"3.50"357 420 777 Blocking 2 - Hanger on 9 1/2" SYP beam 2.00"Hanger¹1.75" / - ²322 379 701 See note ¹, Web Stiffeners •TJI joists are only analyzed using Maximum Allowable bracing solutions. •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)4' 1" o/c Bottom Edge (Lu)9' 7" o/c Connector: USP Structural Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2 - Face Mount Hanger Connector not found N/A N/A N/A N/A •Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Roof Live Vertical Load Location Spacing (0.90)(non-snow: 1.25)Comments 1 - Uniform (PSF)0 to 19' 11 1/2"24"17.0 20.0 Default Load Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.Member Length : 19' 10 1/8" MEMBER REPORT PASSED Level, RJ02 1 piece(s) 9 1/2" TJI® 230 @ 24" OC ForteWEB Software Operator Job Notes 7/10/2021 12:26:12 PM UTC ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: Bartley P a g e 3 / 5 ~FORTE"l!Zml Slope d Leng t h: 19' 11 11/16" -- + + o -----------i------------------==-----==-n-----'---0 1 2 I:' ------~ o.s , ~ l 1' ,____/ __ 18'6" --------f· 1 1 5l ~ I I I I I I I I I I 1~. ~~-- I I Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3344 @ 7' 2"5206 (3.50")Passed (64%)--1.0 D + 1.0 Lr (Adj Spans) Shear (lbs)1442 @ 6' 2 3/4"7897 Passed (18%)1.25 1.0 D + 1.0 Lr (Adj Spans) Moment (Ft-lbs)-2128 @ 7' 2"14719 Passed (14%)1.25 1.0 D + 1.0 Lr (Adj Spans) Live Load Defl. (in)0.021 @ 3' 4 15/16"0.350 Passed (L/999+)--1.0 D + 1.0 Lr (Alt Spans) Total Load Defl. (in)0.038 @ 3' 4 7/16"0.467 Passed (L/999+)--1.0 D + 1.0 Lr (Alt Spans) System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Member Pitch : 0/12 •Deflection criteria: LL (L/240) and TL (L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ¹ See Connector grid below for additional information and/or requirements. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Roof Live Total Accessories 1 - Stud wall - SPF 3.50"3.50"1.50"626 741 1367 Blocking 2 - Stud wall - SPF 3.50"3.50"2.25"1533 1811 3344 Blocking 3 - Stud wall - SPF 3.50"3.50"2.08"1404 1684 3088 Blocking 4 - Hanger on 9 1/2" SPF beam 3.50"Hanger¹1.50"540 648 1188 See note ¹ •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)20' o/c Bottom Edge (Lu)20' o/c Connector: USP Structural Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 4 - Face Mount Hanger LSSH35-TZ 3.00"N/A 14-16d HDG 12-10d x 1-1/2 HDG •Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Roof Live Vertical Loads Location (Side)Tributary Width (0.90)(non-snow: 1.25)Comments 0 - Self Weight (PLF)0 to 20'N/A 9.7 -- 1 - Uniform (PSF)0 to 20' 3 1/2" (Front)1'15.0 20.0 Default Load 2 - Uniform (PLF)0 to 7' (Top)N/A 183.5 216.0 Linked from: RJ01, Support 1 3 - Uniform (PLF)7' to 20' (Top)N/A 178.5 210.0 Linked from: RJ02, Support 1 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Level, BM1 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 7/10/2021 12:26:12 PM UTC ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: Bartley P a g e 4 / 5 ~FORTE"l!Zml Ov er all Leng t h: 20' 3 1/2" + + 0 0 -- I I I l k 7' 2" l 6' 4 " ~I 6' 6" 1 1 BJ ~ ~ @] I I I I I I I I I I I I 1~. ~------------~ Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes ForteWEB Software Operator Job Notes 7/10/2021 12:26:12 PM UTC ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: Bartley P a g e 5 / 5 1~. ~-~ Page 1 of 4 Updated 10/17/18 PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA (*REQUIRED) *Project Address: _________________________________________________________________________ Permit #: ___________________________ *Owner/Project Name: _______________________________________________________________________________________________________ As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72, please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at: www.floridabuilding.org. Category/Subcategory Manufacturer Product Description Limitation of Use State # Local # A.EXTERIOR DOORS 1.Swinging 2.Sliding 3.Sectional 4.Garage Roll-Up 5.Automatic 6.Other B.WINDOWS 1.Single hung 2.Horizontal slider 3.Casement 4.Double hung 5.Fixed 6.Awning 7.Pass-through 8.Projected 9.Mullion 10.Wind breaker 11.Dual action 12.Other ! ~ ' ~ ~ - ~ - - - - ~ - ' L_ Page 2 of 4 Updated 10/17/18 Category/Subcategory Manufacturer Product Description Limitation of Use State # Local # C.PANEL WALL 1.Siding 2.Soffits 3.EIFS 4.Storefronts 5.Curtain walls 6.Wall louvers 7.Glass block 8.Membrane 9.Greenhouse 10.Synthetic stucco 11.Other D.ROOFING PRODUCTS 1.Asphalt shingles 2.Underlayments 3.Roofing fasteners 4.Nonstructural metal roof 5.Built-up roofing 6.Modified bitumen 7.Single ply roofing 8.Roofing tiles 9.Roofing insulation 10.Waterproofing 11.Wood shingles/shakes 12.Roofing slate 13.Liquid applied roofing 14.Cement-adhesive coats 15.Roof tile adhesive 16.Spray applied polyurethane roof 17.Other Page 3 of 4 Updated 10/17/18 Category/Subcategory Manufacturer Product Description Limitation of Use State # Local # E.SHUTTERS 1.Accordion 2.Bahama 3.Storm panels 4.Colonial 5.Roll-up 6.Equipment 7.Other F.STRUCTURAL COMPONENTS 1.Wood connector/anchor 2.Truss plates 3.Engineered lumber 4.Railing 5.Coolers-freezers 6.Concrete admixtures 7.Material 8.Insulation forms 9.Plastics 10.Deck-roof 11.Wall 12.Sheds 13.Other G.SKYLIGHTS 1.Skylight 2.Other H.NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. In addition t.o complctine the a b o v e n ~ 1 o f m a n u f a c t u r l ' r c ; , p r o d u c t d e s c r i p t i o n a n d S t a t e a p p r o v a l n u m b e r f o r t h e p r o d u c t s u s e d o n t h i s p r o j e c t , t h e r r. I I i • I' . I • ' • • , · v i . , I I . 1 , ' 1 , , r . , ' : ' r ; - i r f , , , I ' ' · j I f . I , . ; , • I r p 0 r i f i r . 1 t i " ' c ; ; , n d i n s t a l l a t i o n . I Ii r,, --i I t n p 1 o w l < ; h 0 p t 1111," I , tl ·, ti i-. lJIH ,11, 1,11nu ~ t : w " , ' I 1 l l 1 J l • • l L y u , t R u i l d i n g O f f i c . i d l . ''Cu11trc1cte,r NcJln<: (Print l\lame) : l a v v i l d a B a r t l e y *Company Name:_ *Mailing Address: 759 Sai l f i s h D r i v e *city: Atlantic Beach *Telephone Number: 904- 5 6 B - 0 0 0 5 * C o n t r a c t o r S i g n a t u r e : c : f i 1 , l e , l 4 - * S t a t e : F L * Z i p C o d e : _ 3 _ 2 _ 2 _ 3 _ 3 _ _ _ _ _ _ _ _ * E - m a i l A d d r e s s : w i l d a b a r t l e y @ c o m c a s t . n e t Cell Phone Number: ____ _ _ _ _ _ _ _ _ _ _ _ _ F a x N u m b e r : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ P a g e 4 o f 4 U p d a t e d 0 6 / 2 1 / 2 1 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search Product Approval USER: Public User Product Approval Menu > Application Detail FL #FL20742-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Plycem USA LLC Address/Phone/Email 15055 Woodham Drive Houston, TX 77073 (800) 451-2003 sherrington@elementia.com Authorized Signature Shawn Herrington sherrington@elementia.com Technical Representative Shawn Herrington Address/Phone/Email 15055 Woodham Drive Houston, TX 77073 (281) 813-1260 sherrington@elementia.com Quality Assurance Representative Address/Phone/Email Category Panel Walls 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 Name who developed the Evaluation Report Robert Nieminen Florida License PE-59166 Quality Assurance Entity QAI Laboratories Quality Assurance Contract Expiration Date 07/09/2021 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL20742_R4_COI_2019_01_COI_NIEMINEN.pdf Referenced Standard and Year (of Standard)Standard Year ASTM C1186 2012 ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQw... 1 of 2 8/3/2021, 8:40 AM Pl.ORICA OtiPARTMGNT OF Business & Professional Regulation c;r lori~~r ~ ► OFFICE OF THE SECRETARY I "; '. . IM'i'il+P·f I. . I I I D D Product Approval Method Method 1 Option D Date Submitted 02/21/2019 Date Validated 02/21/2019 Date Pending FBC Approval 02/27/2019 Date Approved 04/16/2019 Date Revised 10/22/2020 Summary of Products FL #Model, Number or Name Description 20742.1 Allura Fiber Cement Siding Fiber-cement siding (panel, lap & shapes) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-58 Other: 1.) The design pressure herein applies to one system; refer to ER Appendix for all systems and maximum allowable design pressures. 2.) Refer to ER Section 5 for Limits of Use. Installation Instructions FL20742_R4_II_2019_02_FINAL_A1_ER_PLYCEM_ALLURA_MX_FL20742- R4.pdf Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL20742_R4_AE_2019_02_FINAL_ER_PLYCEM_ALLURA_MX_FL20742- R4.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement 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 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must 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, F.S., please click here . Product Approval Accepts: Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQw... 2 of 2 8/3/2021, 8:40 AM ------------------ ----------------- DD Credit Card Safe securitVMHRIC S BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application Detail FL #FL14911-R12 Application Type Revision Code Version 2020 Application Status Approved Comments Public comment;SMI glass does not comply w/ 2411.1.11. 11/18/20 Archived Product Manufacturer Silver Line Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 (800) 542-9118 Ext 413596 luanne.harris@cornerstone-bb.com Authorized Signature Luanne Harris luanne.harris@cornerstone-bb.com Technical Representative Luanne Harris Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 (800) 542-9118 Ext 413596 luanne.harris@cornerstone-bb.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung 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 Evaluation Report Hermes F. Norero, P.E. Florida License PE-73778 Quality Assurance Entity Window and Door Manufacturers Association-QA Quality Assurance Contract Expiration Date 07/23/2031 Validated By Locke Bowden P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL14911_R12_COI_COI Silverline SS 2017-06-14.pdf Referenced Standard and Year (of Standard)Standard Year AAMA/WDMA/CSA/101/I.S.2/A440 2008 AAMA/WDMA/CSA/101/I.S.2/A440 2011 ASTM E1886 2012 ASTM E1996 2017 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Florida Building Code Online https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu... 1 of 3 8/3/2021, 10:19 AM Pl.ORICA OtiPARTMGNT OF Business & Professional Regulation c;r lori~~r ~ ► OFFICE OF THE SECRETARY I "; '. . IM'i'il+P·f I. . I I I D D Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/25/2020 Date Validated 10/25/2020 Date Pending FBC Approval 11/01/2020 Date Approved 12/15/2020 Summary of Products FL #Model, Number or Name Description 14911.1 V1 Series/50 Series (2000)Single-Hung Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installation Instructions and Product Evaluation Report for allowable design pressures, sizes, installation requirements and limits of use. Installation Instructions FL14911_R12_II_SWD017 SS 2020-10-21.pdf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL14911_R12_AE_PER7259 SS 2020-10-21.pdf Created by Independent Third Party: Yes 14911.2 V1 Series/50 Series (2111) Single-Hung Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installation Instructions and Product Evaluation Report for allowable design pressures, sizes, installation requirements and limits of use. Installation Instructions FL14911_R12_II_SWD018 SS 2020-10-21.pdf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL14911_R12_AE_PER7260 SS 2020-10-21.pdf Created by Independent Third Party: Yes 14911.3 V1 Series/50 Series (2200/2300) Single-Hung Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installation Instructions and Product Evaluation Report for allowable design pressures, sizes, installation requirements and limits of use. Installation Instructions FL14911_R12_II_SWD019 SS 2020-10-21.pdf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL14911_R12_AE_PER7261 SS 2020-10-21.pdf Created by Independent Third Party: Yes 14911.4 V1 Series/70 Series (2127) Single-Hung Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installation Instructions and Product Evaluation Report for allowable design pressures, sizes, installation requirements and limits of use. Installation Instructions FL14911_R12_II_SWD049 SS 2020-10-21.pdf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL14911_R12_AE_PER7262 SS 2020-10-21.pdf Created by Independent Third Party: Yes 14911.5 V1 Series/70 Series (2127) Single-Hung Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See Installation Instructions and Product Evaluation Report for allowable design pressures, sizes, installation requirements and limits of use. Installation Instructions FL14911_R12_II_SWD050 SS 2020-10-23.pdf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL14911_R12_AE_PER7263 SS 2020-10-21.pdf Created by Independent Third Party: Yes 14911.6 V1 Series/70 Series (2907/4907) Single-Hung Window Florida Building Code Online https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu... 2 of 3 8/3/2021, 10:19 AM Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installation Instructions and Product Evaluation Report for allowable design pressures, sizes, installation requirements and limits of use. Installation Instructions FL14911_R12_II_SWD053 SS 2020-10-21.pdf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL14911_R12_AE_PER7264 SS 2020-10-21.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement 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 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must 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, F.S., please click here . Product Approval Accepts: Florida Building Code Online https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu... 3 of 3 8/3/2021, 10:19 AM --- -------- --- -------- DD Credit Card Safe securitVMHRIC~ BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL #FL5680-R30 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer GAF Address/Phone/Email 1 Campus Drive Parisppany, NJ 07054 (800) 766-3411 mstieh@gaf.com Authorized Signature Robert Nieminen lreith@nemoetc.com Technical Representative William Broussard Address/Phone/Email 1 Campus Drive Parsippany, NJ 07054 (800) 766-3411 TechnicalQuestionsGAF@gaf.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Modified Bitumen Roof System 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 Evaluation Report Robert J.M. Nieminen Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 12/06/2022 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL5680_R30_COI_2021_01_COI_NIEMINEN.pdf Referenced Standard and Year (of Standard)Standard Year ASTM D2178 2015 ASTM D4601 2012 ASTM D4897 2009 ASTM D6163 2015 ASTM D6164 2011 ASTM D6222 2011 FM 4470 2016 FM 4474 2011 Florida Building Code Online https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqt4... 1 of 2 8/3/2021, 12:46 PM Pl.ORICA OtiPARTMGNT OF Business & Professional Regulation c;r lori~~r ~ ► OFFICE OF THE SECRETARY I "; '. . IM'i'il+P·f I. . I I I D D TAS 114 2011 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/14/2021 Date Validated 04/15/2021 Date Pending FBC Approval 04/19/2021 Date Approved 06/08/2021 Summary of Products FL #Model, Number or Name Description 5680.1 GAF Modified Bitumen Roof Systems for use in FBC non-HVHZ jurisdictions SBS and APP Modified Bitumen Roof Systems Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-465 Other: 1.) The DP noted herein pertains to one specific system. Refer to the ER Appendix for all systems and max. design pressures. 2.) Refer to ER Section 5 for Limits of Use. 3.) Refer to File No. FL16732 for HVHZ jurisdictions. Installation Instructions FL5680_R30_II_2021_03_08_FINAL_A1_ER_FL5680-R30.pdf Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL5680_R30_AE_2021_03_08_FINAL_ER_FL5680-R30.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement 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 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must 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, F.S., please click here . Product Approval Accepts: Florida Building Code Online https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqt4... 2 of 2 8/3/2021, 12:46 PM --- - - - ---- ------ --- - - - --------- DD Credit Card Safe securitVMHIUC S BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL #FL22363-R6 Application Type Revision Code Version 2020 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 (800) 663-3667 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard)Standard Year ASTM E1886 2013 ASTM E1996 2014 ASTM E330 2002 TAS 202 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 11/20/2020 Florida Building Code Online https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqs... 1 of 5 8/3/2021, 10:49 AM Pl.ORICA OtiPARTMGNT OF Business & Professional Regulation c;r lori~~r ~ ► OFFICE OF THE SECRETARY I "; '. . IM'i'il+P·f I. . I I I D Date Validated 11/23/2020 Date Pending FBC Approval Date Approved 11/29/2020 Summary of Products FL #Model, Number or Name Description 22363.1 Fiberglass Side-Hinged Door Unit 6'-8" Opaque I/S Single Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-65 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do exceed the design pressures listed. 3'-0" x 6'-8" max nominal size. Hurricane protective system required in HVHZ, but not in the Wind Borne Debris Region. See DWG-MA-WL0187 for details. Certification Agency Certificate FL22363_R6_C_CAC_NI013717.17-R4.pdf Quality Assurance Contract Expiration Date 05/31/2025 Installation Instructions FL22363_R6_II_-FL0187.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22363_R6_AE_514010B.pdf FL22363_R6_AE_514014B.pdf Created by Independent Third Party: Yes 22363.2 Fiberglass Side-Hinged Door Unit 6'-8" Opaque O/S Single Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-60 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do exceed the design pressures listed. 3'-0" x 6'-8" max nominal size. Hurricane protective system required in HVHZ, but not in the Wind Borne Debris Region. See DWG-MA-WL0187 for details. Certification Agency Certificate FL22363_R6_C_CAC_NI013717.17-R4.pdf Quality Assurance Contract Expiration Date 05/31/2025 Installation Instructions FL22363_R6_II_-FL0187.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22363_R6_AE_514010B.pdf FL22363_R6_AE_514014B.pdf Created by Independent Third Party: Yes 22363.3 Fiberglass Side-Hinged Door Unit 6'-8" Opaque I/S or O/S Single or Double Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system required in HVHZ, but not in the Wind Borne Debris Region. See DWG-MA-WL0187 for details. Certification Agency Certificate FL22363_R6_C_CAC_NI013717.17-R4.pdf Quality Assurance Contract Expiration Date 05/31/2025 Installation Instructions FL22363_R6_II_-FL0187.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22363_R6_AE_514008B.pdf FL22363_R6_AE_514012B.pdf Created by Independent Third Party: Yes 22363.4 Fiberglass Side-Hinged Door Unit 6'-8" Glazed I/S or O/S Single or Double Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-40 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system required in HVHZ and the Wind Borne Debris Region. See DWG-MA-WL0189 for details. Certification Agency Certificate FL22363_R6_C_CAC_NI013717.03-R3.pdf Quality Assurance Contract Expiration Date 05/31/2025 Installation Instructions FL22363_R6_II_-FL0189.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22363_R6_AE_514008B.pdf FL22363_R6_AE_514012B.pdf Created by Independent Third Party: Yes 22363.5 Fiberglass Side-Hinged Door Unit 6'-8" 3/4-Lite Glazed I/S or O/S Single or Double Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane Certification Agency Certificate FL22363_R6_C_CAC_NI013717.04-R3.pdf Quality Assurance Contract Expiration Date 05/31/2025 Installation Instructions FL22363_R6_II_-FL0193.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Florida Building Code Online https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqs... 2 of 5 8/3/2021, 10:49 AM protective system required in HVHZ and the Wind Borne Debris Region. See DWG-MA-WL0193 for details. FL22363_R6_AE_514008B.pdf FL22363_R6_AE_514012B.pdf Created by Independent Third Party: Yes 22363.6 Fiberglass Side-Hinged Door Unit 6'-8" Impact Glazed I/S or O/S Single or Double Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-50 Other: Evaluated for use in locations adhering to the Florida Building Code, excluding the High Velocity Hurricane Zone, and where pressure requirements do exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system not required in the Wind Borne Debris Region. See DWG-MA-WL0195 for details. Certification Agency Certificate FL22363_R6_C_CAC_NI013717.05-R5.pdf Quality Assurance Contract Expiration Date 05/31/2025 Installation Instructions FL22363_R6_II_-FL0195.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22363_R6_AE_514008B.pdf FL22363_R6_AE_514012B.pdf Created by Independent Third Party: Yes 22363.7 Fiberglass Side-Hinged Door Unit 8'-0" Opaque I/S Single Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-65 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do exceed the design pressures listed. 3'-0" x 8'-0" max nominal size. Hurricane protective system required in HVHZ, but not in the Wind Borne Debris Region. See DWG-MA-WL0188 for details. Certification Agency Certificate FL22363_R6_C_CAC_NI013717.18-R3.pdf Quality Assurance Contract Expiration Date 05/31/2025 Installation Instructions FL22363_R6_II_-FL0188.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22363_R6_AE_514009B.pdf FL22363_R6_AE_514013B.pdf Created by Independent Third Party: Yes 22363.8 Fiberglass Side-Hinged Door Unit 8'-0" Opaque O/S Single Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-60 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do exceed the design pressures listed. 3'-0" x 8'-0" max nominal size. Hurricane protective system required in HVHZ, but not in the Wind Borne Debris Region. See DWG-MA-WL0188 for details. Certification Agency Certificate FL22363_R6_C_CAC_NI013717.18-R3.pdf Quality Assurance Contract Expiration Date 05/31/2025 Installation Instructions FL22363_R6_II_-FL0188.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22363_R6_AE_514009B.pdf FL22363_R6_AE_514013B.pdf Created by Independent Third Party: Yes 22363.9 Fiberglass Side-Hinged Door Unit 8'-0" Opaque I/S or O/S Single or Double Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system required in HVHZ, but not in the Wind Borne Debris Region. See DWG-MA-WL0188 for details. Certification Agency Certificate FL22363_R6_C_CAC_NI013717.18-R3.pdf Quality Assurance Contract Expiration Date 05/31/2025 Installation Instructions FL22363_R6_II_-FL0188.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22363_R6_AE_514007B.pdf FL22363_R6_AE_514011B.pdf Created by Independent Third Party: Yes 22363.10 Fiberglass Side-Hinged Door Unit 8'-0" Glazed I/S or O/S Single or Double Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-40 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system required in HVHZ and the Wind Borne Debris Region. See DWG-MA-WL0190 for details. Certification Agency Certificate FL22363_R6_C_CAC_NI013717.08-R2.pdf Quality Assurance Contract Expiration Date 05/31/2025 Installation Instructions FL22363_R6_II_-FL0190.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22363_R6_AE_514007B.pdf FL22363_R6_AE_514011B.pdf Created by Independent Third Party: Yes Florida Building Code Online https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqs... 3 of 5 8/3/2021, 10:49 AM I I I I 22363.11 Fiberglass Side-Hinged Door Unit 8'-0" Impact Glazed I/S Single or Double Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +40/-45 Other: Evaluated for use in locations adhering to the Florida Building Code, excluding the High Velocity Hurricane Zone, and where pressure requirements do exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system not required in the Wind Borne Debris Region. See DWG-MA-WL0196 for details. Certification Agency Certificate FL22363_R6_C_CAC_NI013717.09-R4.pdf Quality Assurance Contract Expiration Date 05/31/2025 Installation Instructions FL22363_R6_II_-FL0196.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22363_R6_AE_514007B.pdf FL22363_R6_AE_514011B.pdf Created by Independent Third Party: Yes 22363.12 Fiberglass Side-Hinged Door Unit 8'-0" Impact Glazed O/S Single or Double Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +45/-40 Other: Evaluated for use in locations adhering to the Florida Building Code, excluding the High Velocity Hurricane Zone, and where pressure requirements do exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system not required in the Wind Borne Debris Region. See DWG-MA-WL0196 for details. Certification Agency Certificate FL22363_R6_C_CAC_NI013717.09-R4.pdf Quality Assurance Contract Expiration Date 05/31/2025 Installation Instructions FL22363_R6_II_-FL0196.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22363_R6_AE_514007B.pdf FL22363_R6_AE_514011B.pdf Created by Independent Third Party: Yes 22363.13 HPC Fiberglass Side-Hinged Door Unit 8'-0" Glazed I/S or O/S Single or Double Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +47/-47 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system required in HVHZ and in the Wind Borne Debris Region. Door top rails stamped "HPC". See DWG-MA- WL0192 for details. Certification Agency Certificate FL22363_R6_C_CAC_NI013717.07-R2.pdf Quality Assurance Contract Expiration Date 05/31/2025 Installation Instructions FL22363_R6_II_-FL0192.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22363_R6_AE_514007B.pdf FL22363_R6_AE_514011B.pdf Created by Independent Third Party: Yes 22363.14 HPC Fiberglass Side-Hinged Door Unit 6'-8" Glazed I/S or O/S Single or Double Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system required in HVHZ and the Wind Borne Debris Region. Door top rails stamped "HPC". See DWG-MA- WL0191 for details. Certification Agency Certificate FL22363_R6_C_CAC_NI013717.02-R3.pdf Quality Assurance Contract Expiration Date 05/31/2025 Installation Instructions FL22363_R6_II_-FL0191.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22363_R6_AE_514008B.pdf FL22363_R6_AE_514012B.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement 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 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must 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, F.S., please click here . Product Approval Accepts: Florida Building Code Online https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqs... 4 of 5 8/3/2021, 10:49 AM I --------- ------ ------ ------ --------- ------ ------ ------ --------- ------ ------ ------ --------- ------ ------ ------ DD BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL #FL1630-R11 Application Type Revision Code Version 2020 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Weyerhaeuser Address/Phone/Email PO Box 9777 Federal Way, WA 98063 (253) 924-6476 Robert.Baldwin@weyerhaeuser.com Authorized Signature Rob Baldwin Robert.Baldwin@weyerhaeuser.com Technical Representative Robert Baldwin Address/Phone/Email PO Box 6049 Federal Way, WA 98063 (253) 924-6476 robert.baldwin@weyerhaeuser.com Quality Assurance Representative Glen Robak Address/Phone/Email PO Box 6049 Federal Way, WA 98063 (253) 924-3723 Glen.Robak@weyerhaeuser.com Category Structural Components Subcategory Engineered Lumber Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity ICC Evaluation Service, LLC Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 03/31/2023 Validated By Ian Lehrer, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL1630_R11_COI_Certificate of Independence for Evaluation.pdf Referenced Standard and Year (of Standard)Standard Year ASTM D5055 13e1 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL1630_R11_Equiv_FL Cover Letter TJI.pdf Sections from the Code Pt.ORICA caPARTMGNT Of: Business & Professional Regulation ► OfFICE OF THE SECRETARY D Product Approval Method Method 1 Option C Date Submitted 10/13/2020 Date Validated 02/02/2021 Date Pending FBC Approval Date Approved 02/03/2021 Summary of Products FL #Model, Number or Name Description 1630.1 TJI 110 Prefabricated Wood I-joist Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL1630_R11_II_TJ-9001.pdf Verified By: Renee M Morgan Florida #78032 Created by Independent Third Party: Evaluation Reports FL1630_R11_AE_ESR-1153.pdf 1630.2 TJI 210 Prefabricated Wood I-joist Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL1630_R11_II_TJ-9001.pdf Verified By: Renee M Morgan Florida #78032 Created by Independent Third Party: Evaluation Reports FL1630_R11_AE_ESR-1153.pdf 1630.3 TJI 230 Prefabricated Wood I-joist Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL1630_R11_II_TJ-9001.pdf Verified By: Renee M Morgan Florida #78032 Created by Independent Third Party: Evaluation Reports FL1630_R11_AE_ESR-1153.pdf 1630.4 TJI 360 Prefabricated Wood I-joist Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL1630_R11_II_TJ-9001.pdf Verified By: Renee M Morgan Florida #78032 Created by Independent Third Party: Evaluation Reports FL1630_R11_AE_ESR-1153.pdf 1630.5 TJI 560 Prefabricated Wood I-joist Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL1630_R11_II_TJ-9001.pdf Verified By: Renee M Morgan Florida #78032 Created by Independent Third Party: Evaluation Reports FL1630_R11_AE_ESR-1153.pdf 1630.6 TJI 560D Prefabricated Wood I-joist Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL1630_R11_II_TJ-9001.pdf Verified By: Renee M Morgan Florida #78032 Created by Independent Third Party: Evaluation Reports FL1630_R11_AE_ESR-1153.pdf Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement 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 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must 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, F.S., please click here . Product Approval Accepts: I I I DD Bartley Residence Construction Site Management •Parking: All construction vehicles have access to driveway and 60’ of Right of Way. There will be no parking on Sailfish Drive E. o See attached site Plan (Item A) •Chemical Toilet: The Chemical Toilet will be on Southwest corner of the property for workers o See attached site Plan (Item B) •Dumpster: 20 yard dumpster provided by Shapel’s Inc. will be located next to proposed construction o See attached site Plan (Item C) •Erosion Control: A silt fence will be installed to control sediment-into storm-water runoff and settling processes. o See attached site Plan (Item D) •Traffic control: Deliveries will be made in private driveway or directly in or in front of the residence. Any large deliveries of materials will be coned and flagged by homeowner until delivery is complete. •Site Will be cleaned daily after all scheduled and unscheduled work is completed. 2 (B) (D) ... 0 00 S .I _OAD V EXISTING cg,.iorno s