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HomeMy WebLinkAbout3023 Nubbin Ridge LnALL WORK SHALL WITI`! PRE' -iNCa CODES FLORIDA F3UJ DING CODE, NATIONAL Ei_EGTRIC CODE, AND THE GiT`� aF.EFHRI�iLLS ORDINANCES REVIEW DATE JUL 1 q 202U CITY OF ZEPHYRHI PLAN EXAMINER ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PW)R or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or RIA or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A. F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Afternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing READ or Req'd. Required BK SH or Bk Sh Bookshelf FXD GL Fixed Glass RM or Rm. Room BILK or BILK. Block GALV or Galv. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KIWALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec, Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation FED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or WIC or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WOW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Plt. Sh. Plant Shelf WC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Plt. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Flr. Finished Floor PW or P.W. Pre -wire WWF Welded Wre Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150-C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB LENN/�R INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN • 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. �offiI < ;PA ��••• jF �� �• ® 1= E 5 5\0 Zrlf `rffft�liEitl����'��E To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) W �E N��p Q O V N # O 0 6 p r �; M ^ V O N N N O J � oNo LL LL LL ul M .L IrLCLJJ�� W 0 oO Z> era°' co X mm0 @�o W @ O n W Q W 0 rn 0 m� N Q m ZZ M ILZCn — N J a a Cr W U 0 5 Z V ❑❑❑ W N O Z z 9 J th (D < � O m z 6 N = (D o (1) y V) Y w 0 V � Q 0 LU V) E w.. o U m �- E o g of " z11 U o �i rn C o Co J w Z Q E =o o Y� <� O E V 'Z Z® 0a —Cl&< oE S= N Q ¢ aZ �w L C O o Nm m o 01 Z Za� J ¢ 0 aw Z fn a 3 8M ° U a C)w< '3 >° aF co d z¢ �U3 >'Ott � m W \ .� m CD CD a) co J 0 Q C N 0- n' `+ C a r O .� z N r 00 O N m m w CM r CVvi o Z Z O N m a E a m U 0 � Q p c 4) JOB NO : 20-2747 SCALE : AS NOTED SHEET NO. C S 0 OLD co 0 W TYP @ 1 STORY A S3 A OWNER'S SUITE 8'-0" CLG. CARPET OP I r S3 (3) 2x4 #2 SPF w/ DTT2Z @ BASE I I = I CO M 2:12 VAULTED CLG. _ N t` io I FAMILY RM 9'4' CLG. CARPET FIB 65'-0" 55'-10" �' • ��■ CARPET i�► ■�i5a�■�erlMIMI ���■fl■I■ ■Iil: �� ■S�■S r■■FS _��■■� rll. :.. . .� ■ ■DRYER VENT Q. � I -.I I ■ice ■ �..HRU ROOF-X__� R.A.G. li✓viii`i•ii� ■��,IL III BUILDER TO CO PROVIDE W.H. "' APPLIANCE 01 PROTECTION WHEN REQUIRED PER FBC 2 CAR GARAGE 8'-0" CLG. jL I I I R&S 4'-0" 11-7811 6-10" I N 4'-711 81.81, N 5141 I I 5068 B.F. _ IF OPT. o I -----F-__-____--___� REF. --�- BEDROOM 2 PATIO CAFE i - - - o I- I 8'-0" CLG. VAULT. CLG. ��� I D.W. I o�O �J CD I CARPET 0o U) 00 CARPET r Q > _j U 3L _ 24 _ J 18 .3 SINK wl USP o uO i1 21'-2" 21 11 21 I " _I 10'-4" 110 TILE ■ I00 PLATY �i w F T L . u-)= Ch 36 36 (p EP)AD /�i i I - - - - - � O O --- 7 5-SH 16" DEEP 25-SH H. B EGRESS O (_�3) S 29'-8" EDGE OF SLAB 2" BEYOND WALL K S3 (3) 2x4 #2 SPF w/ DTT2Z @ BASE- 10'-1q,. �n -HDR AT T-4" 14'-6" BEDROOM 3 8'-0" CLG. CARPET 10'-421" H. F1----------- I I I II I I I I I II I 0 I 0 I o II I I 0 I II X I CD I I I II NOTE: FINISHED WALLS TO BE FLUSH. VERIFY IN I I FIELD. icc jj� i �S3_1 G.T. - M nF■ Fa�I® LIM o ti I Ca m Ic _ 00 I r Q0 r o I 1 25-SH EGRESS O ■ 1 T 3" 11 A" 1 K TYP @ 34 GARAGE OPENING I I L- ENTRY G. I I I I 1 rn � w MWO TYP @ 1 STORY / A \ HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H8 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H8 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 j X 25 j S.H. 13 20X38j 18}X37i S.H. 14 20X50j 18JX50 S.H. 15 20 X 63 18 J X 621 S.H. 16 20X72 18jX71j S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 11-13 271/4X38� 26x371 S.H. 1 H4 27 J X 50 i 26 x 50 S.H. 11-15 27JX63 26X621/2 S.H. 1H6 274X72 26X711/2 S.H. 22 37JX26 364X251/2 S.H. 23 37 j X 38 j 36 4 X 37 3/4 S.H. 24 37 j X 50 j 36 J X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37JX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 j WIDE S.H. 32 54 X 26 52 4 X 25 i S.H. 33 54 X 38 j 52 J X 37 i S.H. 34 54 X 50 j 52 j X 50 S.H. 35 54 X 63 52 4 X 62 4 S.H. 36 54 X 72 52 4 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 NIA S.H. TIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -30.8 © +29.7 / -39.2 O +28.3 / -30.8 O +28.3 / -36.4 OE +26.6 / -28.0 +26.6 / -32.2 GO SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1113111 (TRB) 1 ST FLOOR LIVING AREA LIVING TOTAL GARAGE FRONT ENTRY TOTALAREA 1936 1936 416 24 2376 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN - ELEV-Bl EXT FRAME 2 x 6 R-1KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) 1� GARAGE SEPARATION R-11/R-13 KRAFT FACED SCALE: J4tltl=1'-Off (GARAGE / LIVING) �`�\\\{QtlOitfPIEP� F i F i��� .....•••'° fit- o°° \��� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. co,N Co o 'IT_ # 000 01 m w _Q ci ® M N N C N LL r-�w ' ''Jrn Wa n U_ ) W N LL n Q ,j M W dam 13Z a>mLL 0 W rnrn W F- ya;o �00 'ro o 1- W 2E61co B O�Jo� Z N< M zun U J 0 z 0 < ❑❑❑ W o 0 o zNto z m _¢ J M � N to M Z U o � '�• +� C6 'U � y w o 0 a O N 111 "to c s w. f 0 U I_I_i F- a o g �I xI, U ) N � o O1 em o O J w z U_ Q E o ECU W O o0 >N 4N z• F.._� o E �< �0 °o � o� 04 4! L z go 6p z z w '+ (az C/) wm m� O rz 473 N G ro z W N CL �S OO M LL O a �w 7 oLL =3 O w toar d z< O03 °(M = a� N 1 c 00 `° N _ Q C O 0 O m C7) it � c � r _ ,j ,- Z N r L. f7 oo OT_ CV ,- E E c N M T-- �; z Z E Occ d E U _j v Q O JOB NO: 20-2747 SCALE : AS NOTED SHEET NO. 1 7I. :T MI . ,tlsF-IL 1 .SI �7i :.i -f yl n4 tl:r 11 N VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / Mw LL MEDICINE `1 CABINET 00 � O~ O~ d O CV � M CCV coM KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET TOILET PAPER i /HOLDER (V FIN. FLR. KITCHEN L I 0 O (V OPT.' REF. O OWNER'S BATH NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. CURTAIN ROD TOWEL BAR ON BATHROOM WALL O LO It co SHWR. HEAD TOWEL BAR IN TUB OR SHWR. SHWR. VALVES o- SOAP DISH q BATHROOMS, SHOWERS AND TUBS DOUBLE RODS o _ co SINGLE ROD CLOSETS / LAUNDRY KITCHEN O 00 I MIRROR OWNER'S BATH BATH 2 O n INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER I le 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE O FINISHED CABINETS - o COUNTER TOP 30" H BASE C 00 U- 10 LL C° O 2x T >- i9 °0 FRAMING T F" M CO 1 /2" GYP _y? BOARD — T FIN. FLR. 2x P.T. SHELVING CABINETS TIN 1'-2" •�cV O O Co 0 00 0 00 r t T- r N N CV 1. FIN. FLR. )LE PLATE ISLAND COUNTER CABINET BLOCKING i €ttcrr�r�rr �\�tiq,pl4il�f /'f''p o IPittlS��o\`\\``\�` To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. M 4 pp O � r N it LE O 0NO N W J M a) 'NO -� � W aa) a. � M Q N S W Uj mLL Sz a a Z Z CL � p O G: W a m O Y CND m �(0 O t` W 'Z r. Q � 2 E T -j D a NQCo MZ U 0 J Z OU ❑�❑ W � z o z o M t N QE31 N M z ,^ .O V V C/J y W O- � d OW IN C O win'— o W � [2E O $ nI yl S I C a0i ®Q o 0 em o �Z w cm 0 3 U- QE o E o ao w=< >� Z <� z® U �C C:)az N � 'i °dp o� < L Cn C Z y m O 0� z J �z N 2z 0) Q zz a0 ul aLL 3 o w' >° a Mj CO z< r �� E2 >� L ai > .� 00 c a) co J N C m O m rn o Z r I LO 00 o N r-- E w CV)r o Z E Q E c`u c FL t� Q o JOB NO: 20-2747 SCALE : AS NOTED SHEET NO. 2 .9. 0 ------_lam HEEL T.O.M. — — HDR HGT. — — TEXTURED CEMENTICIOUS FINISH ON C.M.U: 00 cI (TYP.) 12 5� 8"x8" SMOOTH TEXTURES CORBELS 1 " x 9" SMOOTH TEXTURED 12 FREEZE BAND 5 12 12 5 — Y — — — — — — np co y I� F.FL. +3" SMOOTH 1 TEXTURED BAND-/ 14'-0" RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS I 1 1' 0" --------------------------- [�IIEIMEIF�Imrl FE-111EIE1710�L] �. FE117 101 I II I [ �: I FRONT ELEVATION — B1 12 Z�5 T-0" RIDGE VENT SCALE: 1 /4"=1'-0" 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS — T.O.M. I HDR HGT. TEXTURED _ CEMENTICIOUS oQ FINISH ON C.M.U. zo (TYP.) ------------------------------------------------- F.FL. LEFT ELEVATION — B1. SCALE: „a.,,..o. M General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION .G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. AV - �r3 \\,d- o Q. '0RO F E SS\O �rz�•. �filtitlll! To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. fA W a �oo ao E E m to N alp � � 7L 009 c 0 � N N" c°' ro I.,LL :M # W _J W N � u- d � it Vii M a c W ' fn ° a it Z 0 -aU C a) CD 'mom`° 0X m O W rn M EaIL W a Z ILW QN NcoZ 0 Lo U 00 J. Z �� ❑❑❑ W wc' Z N O w ryO � Q O Q Z v Q J c") d N tll M Z � .o Ch _ LL 1� T (� U Cn Y w a � 0 0 N un W H C�' o U on w w rn mw, m E O = zlJ c) o ID r~ u) m < o ~o to J w c')zZ coS z z Q E Z O O } O Q N d E W ti Z® oa ca {ca '6 O E X o ¢ Q " u o O K , ON N 4O ¢o w L n" cy N Z wm mo O o' <l ¢w �Z in� g z g O Jz � >° C:) O V wa za aF °3 ca .� ca cD C 00 0') Q � C:) cYi W m .� z N T � t\ MN � O N r w c M o Z ca Z E O u) `m c c d E U J a 4? Q 0 c J JOB NO: 20-2747 SCALE : AS NOTED SHEET NO. 3.1 3 v _ m L iV v _ eo M .o J n N O m rn L C 00 N O J N I N c a> v Q1 C -L 3 tR N 0 E rU E O S 0 C aci CiL.. 12 CL U O 0 0 O J LZ N N 0 0 rn 0 N N 0 C> 0 (N 0 bo TOM — 12 5� 12 �5 6-0"�� 3'-1 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS REAR ELEVATION - B1 14'-0" RIDGE VENT RIGHT ELEVATION - B1 SCALE: 1 /4"=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. �%',. ; UV4 N - ;•° • r y _ � J °7 Q•o • ��� N �,;� /tea '��/�.r� OR O F E SS\��I�`o� ��/f<<�itttti!l11�0�� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H E 00 Q8 N_ O o~p N O m J N N M N ^ � � O <L ® t%i M J # W J u- J d 7 U_ N LL V M W uJ L Z-0 °� 0 = 2 rn m a)o_ m o m W 'm o�tO Z N Q co Z U 0IL J Z V ❑❑❑ W M {1 M z N o 'z z S M d N M Z � O LL U V' w $ Q 0 I ^ v f LU � O 6. o ro � U m w WE O mj•.. v = : 'L U) $ ®Q Q 0 O w M m o Z < u- Q E o E zo wo Zo a� Zo od V g 0° fm U � Z`moo O E N i QO a 0 w�+ L (� Vi C _ C z O Y U U m� O 0, Z J m O Q w z to ai 3 °off 5o a U s 51 it oz zG �3 o s� a co v Z0. < `M ! N i d. L `0) 12 ._ c 00 cc N _ Q C O cYi ^+ m C)) '^ i— r C) N Z t— � T T it OO O7 O N T ui N M T o Z z E Oco a U Q p ) JOB NO: 20-2747 SCALE : AS NOTED SHEET NO. 3.2 VARIES 1'-10" 12" CAP CAP 2" 2„ "NOTE: N 1" 1" RADIUS N FOAM TO BE USED - ONLY WHEN ^ 3 1/2" RADIUS 1/2" RADIUS M ifl REQUIRED BY = COMMUNITY r^ 3/4" RADIUS 4 1 -54" iv SPECS. IF NOT, CN MIV DETAIL TO BE 1" 2" OPENING VARIES 2" 1" 1" r- M BUILT W/ STUCCO. 1/2" RADIUS CN 1" 4" VARIES EDGE OF MIS =1N 1^ OPENING VARIES 0 21" VARIES M 12 VARIES 1 1 SIN 1 1/2" RADIUS r 4„ 421 2" 4" - 2 1/2" RADIUS 34 „ all4 in r CO Ala 00 M (O c VARIES 12 3z' ill,32' 1„ 1 1:7, 1" BASE • BASE SIN 3" 2 2 Mla 4 �„ r 3 4 , N • \\t0 12' o *NOTE: VARIES $" 2" FOAM TO BE USED 3„ ONLY WHEN REQUIRED BY �* COMMUNITY _ 1" SPECS. IF NOT, 1" OPENING VARIES 2" DETAIL TO BE BUILT W/ STUCCO. 24" OPENING • EDGE ' 1-1/2" THICK 1-1/2" THICK To the best of the Engineer's knowledge, information and belief, o the structural plans and specifications contained within these iV drawings comply with the 2017 Florida Building Code - v 4" 1 �" c�N Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing m 101, O„ 6„ - Engineers signature and seal. (V rn 24 , E 00 a o Co 8 N p r N it 17 000 CM co U CS N N C u7 LL ® t` N # rh 'D J # W J LL J p, 78 �LLN LL co IN N C 7 O O 4 mot " o0 3„ 6„ - W W W 'Fa p rn m m 1„ 2„ 4„ 3„ 2„ iv •IN W � c' x $ v 2 N 2„ Q Q M Z NQcNoz a O� o , > > Z ❑0❑ W 1-1/2" THICK 32, M N O 24' m v 2'-4" 1„ 52 1 1,_4„ 3„ V) z �� 01 oO°, co -1N 54 'J 'cYi J C—n m o Q 12 VARIES VARIES �O ,,, 4„ 1 N c o N 1„ N o U m `� N 0 8 o m VARIES VARIES ®0 v • T 4„ 8„ 1 „ �.�� J _________ 3, 6" 4" KEYSTONE F11 0 KEYSTONE F11 00 � o wo >a �o N N N �� �a ry OPTIONAL OPTIONAL p E v - N 0 00 % 14 co - - Z~ CL @ �a oU (V <V 1, 41„ 3„ o f a o Z I S.. 2 4 d. vl N „ N E a w � I° �— ' 4" GARAGE DR. OPENING 4" 3 4 ' 4" WINDOW OPENING 4" 4" °' L <� m, ro o 4 N Cy zZ E rM NOTE: Q w • INSTALL OVER STONE, TYP. J z N • FIN. TO HAVE TRADITIONAL Z Q 0� a VARIES LOOK & SMOOTH FINISH C) ? a 0 = c • FOAM/ EPS MATERIAL IS • ACCEPTED C> a w o y NOTE: zla 01 o c • FIN. TO HAVE TRADITIONAL LOOK & 1 3 1 1 2'-1" 1'-4" N M o SMOOTH FINISH 14' 1'-64' .4 12„ 54 1 -12 54 > d' vl f2" • FOAM/ EPS MATERIAL IS ACCEPTED L A) 4" 3'-0" 4" C� 00 CL 1„ 10 1'-4 10' o iv . _ coCD 00 N J N � r `� R r p ai `o s, N r o N � 0) O N T M +— o �o • N z M z E O E o c CV �Q a U Q p 4) 1 „ Rrp,. r 1 1 - 12, JOB NO: 20-2747 SCALE : AS NOTED N SHEET NO. GENERAL NOTES: � M 0 • 1.5 LBS DENSITY STYROFOAM r • POLYCOAT (HARD COAT) F 1 • ACRYLIC SAND FINISH v cn ��i 1.'111li�i - ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES, 200A INDOOR PANEL CENTER #14 copperto lights 1, outlets 00 A MP 200 A1 #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer MAIN "11 O2/0 or 4/0 SER Alu 200 amp 150 amp Disconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217, 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER � wP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH �'4 FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE I WALL MOUNTED LIGHT FIXTURE QRECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS a TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN iIQX EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PI3 PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER _!a ELECTRIC PANEL _ r DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN G J a CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT Y )�I PA I�O CAFE I OWNER'S SyIITE N / ROUGH -IN FOR / / OPT. CLG. FAN/ LIGHT PRE -WIRE I / I I ' I I ' I I I ` FAMILY R M , / ROUGH -IN FOR OPT. CLG. FAN/ I LIGHT PRE -WIRE I U.C. OUTLET FOR DW I U.C. OUTLET 74 GFI /--------_-_ -_-_-_--_�_--- — / GFI C---------- GF I / �— I O D.W. I -i- L___J 71PENDANT AS PER SPECS \ / r / LO \ / AC PAD / WP H.B. GFI DISC. uGFI DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS iiGFI 1 OPT. 14 REF. ---I- RECEPT. FOR ALARM SYSTEM BEDROOM 2//� ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRED y VERIFY METER LOCATION WITH BUILDER H. 4F IRRIGATION VERIFY LOCATION FGFI @ 44" A.F.F. Dw ELECTRICAL PANEL O I I I 2 CAR GARAGE I I GFI FOR GAR. DOOI GFI I GFI @ 44" A.F.F. I I I I A I l L - - - - GFI @ 44" 4k A.F.F. US.D. S.D ENTRY I I I I I I WP I I /--OFl BEDFtrOOM 31 } BEDROOM 4 r ROUGH FOR OPT. CLG. FAN\ PRE -WIRE � LIGHT PRE -WIRE ROUGH -IN FOR OPT. CLG. FAN/ I LIGHT PRE -WIRE o ELECTRICAL PLAN - ELEV-B1 SCALE: %4'=1'-O" o CV 0 N c� 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W / co to 00 8 V E N p�� O O O a) Ci O M N N C CO N to Zo N LL CIt o fA .�., u_ — LL a �co0 C' W Z c29 0 1'- t1° m O m m W W LL ou 2 Ema> s p a rn_ca p N Q M Z trp y = V C) Z ° V ❑❑❑ W N O O � o N a Q) CD li 4-J 'U _� a < V) Ln u r r— c E NOs t'13 �- u m ro E 0 —8 s U Q 9 0 0, 14 ` r c co w M o Z � E �o 0 >R ® Z Q oa Y — O E a� 00 00 o¢ 0 (O C14 Q i w Z. ado aZ W Z w:5 cnr - z U N mo oLL Z N m F Q W ZZ ga aLtni O- U o< aLL 2 a nw F Q U aZ _ w��°_ Millo o v ap z¢ o� 03 m W m 0 c 00 `° N l/ C U D ^, m 8i ' V T rp Z T �.C� r it OO O N � ai E � N M r o Z E Q mc tp d E U a « Q p c JOB NO: 20-2747 SCALE : AS NOTED SHEET NO. 4 ATTIC VENTILATION CALCULATIONS - B1 (TRB) ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SO. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQIN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided . Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 21.00000 2.000000 Floor 2377 2282 326 1141 81 570 0 591.0 315.0 276.0 (Zone 1) "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN - ELEV-Bl_ SCALE: %4 = V-0" Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 11300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. u, OWN �aN QJ� .........,.• F e R Q F E S 51O ��N\N,N foffuliltt��" To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E v E ccol _m 0 0 0 O _ m m C4 J ®q C.N N C ®/ (D"'� ON Il :3 if JAW a. rrll N M Q .Q — W to Z O c 05 v M a;0_ x H m 0 m W .@ Or-m W 2 E c� m �mp Q 4 Jon' Z fO N 0 NQMZ 0 0 0 0 z °d C) J ❑00 W 2 N 0 m O � N O v vP M � n [�1 z C iry O yjU_ C1 Y LU W O ® Q L_U H to o c w 2 0 Rig 8 I z GJ 0 LO to Y ® 0 O � J w co z O Z Z � L L Z a OO Z o ¢N fl- ® Z® 10 O= O Ico O E OQ az O� az N ro w. �w (� C 0 Y U .9 01, Z 0) J ¢°0 a z �z d� Cl) �' g z �W T U ¢ ao t �� w =r C7 Cfl 'ct z ¢ a OU ?i L m > cc 0 00 c `° N _ Q C O CL U CA ^' C r 70 -0 p 0') .� 04 Z r 00 O N r o Z Z3 E O 0 c E a? U J Q cc J JOB NO: 20-2747 SCALE : AS NOTED SHEET NO. 5 C c d NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING He WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB 55'-10" V-7" T-7" UPPER 1/3 OF SLAB THICKNESS WHERE 3" OR FIBERMESH SHOWN ON 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 5'-2g" T-15" 1, 4„ REINF. SEE PLAN. FOUNDATION PLAN TYP @ 1 STORY 3'-0"J. z U.N.O.---�--i J S3 H.B.- I /li Ib /Ij I 1 BUILDER TO (2) #5 REBAR �+ I 4'-0" 12'-1" ��W.H.�/ PROVIDE VERTICALS w/ in APPLIANCE FILLED CELL I 0 I �0_0 I I PROTECTION WHEN QUIR D I ■ ( I PER FBC I 364" 20'-6" 3-1/2" MIN 3000 PSI CONC. 10 iv I SLAB FOR HERNANDON ;n I COUNTY ONLY S3 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 MIL VISQUEEN 2'-714" 4'-9" 4'-10" VAPOR BARRIER EDGE OF SLAB 2" ■ I CJ I CJ I BEYOND WALL CJ I a) T a' 5'-3" 1'-10" T-6 II OC T 1. .1 rD I O " -1 I ■ I _ I' ' L�-------� r--------- -��� -_- ___ _ (2) #5 REBAR I ' J .=1ao r I (- ± ? i " VERTICALS w/ in - I `r I I OPT. WI I I OPT. D -3 1/2"SLOPE ih FILLED CELL 2'-6"x2'-6"X1'-0' FTG G f 1 L - - J I L- J 1I L _ I I W/ (3) #5 E.W. S3 E = - - - - - 3'-5" 7�_1.. (2) #5 REBAR 2'-6" x 2'-6" x 1'-0" I I N I AHU I 1 VERTICALS w/ in I W/ (3) #5'S E.W. TYP @ 1 STORY FILLED CELL U.N.O. A K I S3 I I0 - S3 ici � S3 CJ �! I - - � - T 1 I j O ^o0 25'-10 z8" / 9 -512s" — — — — — — — — ■ 2'-6"x2'-6"X1'-0" FTG 5'-3" / W/ (3) #5 -4" I L INDICATES FILLED CELL w/ 3000 PSI I i i I PROVIDE Y2' x 9" �' SLOPE I S3 _ to #5 REBAR CONC. GROUT FROM FT. TO BEAM i �/� RECESS FOR FRT. DOOR V VERTICALS w/ in W/ (1) #5 REBAR VERT ABOVE SLAB i HVAC CHASE T BET' 4'-0" 4'-4" 4'-6" FILLED CELL I TYP @ ALL PLACES SHOWN j BASED ON 0'-0" BELOW INNFLRPAVER ■ I HOOKED FTG. DOWELS 5" EMBED I i i LOCATION 1 ■ ■ ■ W/ 25" EXT. ABOVE SLAB "GRADE 40 STEEL" j — — — — — — - - - - -� 4'-0" j 16'-10" 12'-10" o 19 STEPS AS I PROVIDE 1 j/2" RECESS � REQUIRED PER FIELD I FOR SGD. REFER TO MASON'S SLOPE FOR KITCHEN ISLAND LOW WALLS OPT. ici 1 10'-104" CONDITIONS ■ WIDTH CJ r------ ------- CJ REF. -I-CJ CJ i1 ■ - - �T-r— - +-t-1 �� --IE==- - -_--1----=-- _ --- _-- - - CHASE TO ISL D �� �11 �� - - - - TYP @1 r I I STORY U.N.O. L I i i� I I III �I I) III D.W. II 11 1 q iv oo I i i �L�i_�J I L— i <— J L—_—___— J_ � I er III oo 10 S3 v LO CC)3 � � I% I _ SINK / DISP 1/2" rl �� 2'_R43 0'-0" I 16'-0" 6' 1 ■ � L 111 I - v - O ' 7 ---------- --- ----- —--------- --------- -- —II --� — ------J I H.B+ 1' 8,. L T-2g" 5'-0" TYP @ 1 STORY U.N.O. A S3 I 2'-109 t" 1 5'-11 FOUNDATION PLAN MONO - ELEV-B1 SCALE: )/4"=V-0" CONTROL JOINT DETAIL SCALE: 3/4" = V-0" •,, , -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY -#5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. -Alternate: The reinf. bars shall be Cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" O�Ei ,cy r U � 'YOFES5\0 ��,\\N� ��¢PdAf rrr 1141t41°�a� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. fn W E V O r- O C L N J n LL O >� it W 7 � N LL LL (L di a vi M W ;cu- aax 0 <C) x o Z W9 o _ m O C N m ILILW 0 r-- g E 6 p a z NQMz Q O U H Z a U ❑❑❑ W M •- z M o 0 0 z o J M d N E3 � _ M z o Q) (D LL ` V ,O w O Q LO V) - .0 w F— c E 0. �s 2 v o w � O S m Eall mj z' look /= V N Q a a • o w M 3 0, Z E wo � <o Z � Q W z Z® U a Ca O E K O a F z 0 O U U U Q z N <o Qa 0 Y Nm m� o OZ LL <� Qw �Z � 02 Z no ong in C p a WF oz J CD X o � m� za LE L oCC L > .� 00 a) co CN C U O ` A� l C3i W m L 1- T M rO ■� Z T T i OO CVO N T ui T M r o Z Ca z E E O w y m c c d U � 'ap JOB NO: 20-2747 SCALE : AS NOTED SHEET NO. 6 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH. /(18)10dxl-1/2 HTT4 4215 5/8" ANCH. /(18) 10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / (26)10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 1 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 --- 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 10140 --- 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 990 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 990 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 1 12-10d SPT24 1090 12-10d HCP2 590 1 555 1 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS, ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10-17-19 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+1- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT I-). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (6) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. REFER TO SG2A/ST3 FOR ADDITIONAL EMBED ANCHORS (A) OR 2 PLY :ARRIER SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-B1 SCALE: %4"=1'-0" ffA�►Pjeel OWN E j o = '' ►� 4' �� p� 9 r UR .` �OFESSE�,��,���� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W F E QCD o pp N O # O O O p7 [O N NN N O J ro u.. -� * W �00 L- N z vi N LL LJL d ri M S Z -0 W N 0 zx o 50 0 O fW = C N of 0 O J m mIL -Fa 0 r- W 2 E c rn :� _j❑ CL Z 'IT < M z U 00 J Z OU ❑❑❑ W M z N O _ oMPTS z � o VIM% Li � z a a) 0 � 0 w n n v Or.,.r o wn � i, m d w � Elm__ 0 o s... I q� U o Q ao 4m, 14 CD w M Ch y Z o L z 14 Q E O 20 F Z }N Zo Coo C XU O ¢ ?Q O , CD N o ¢o Z x wi L tj ❑ ' z 0Y mo m O O� 2 ¢z to m !? 3 F o LL z z 3z a mF C-) 0,o z a O Oz O d w z ¢ a� OU 'S �M N LL .� 00 c Q C 0 (8)) C) Al � W m I..L. C p z o0 o N ,— 0 w C7 T— CV iri 0 z CU z E Q �' E Q. c� Q o JOB NO: 20-2747 SCALE : AS NOTED SHEET NO. 7 ��®�r�w®msoenr��r�nmrnana�rrGmnlmm��e-arr„i,.irrnsiri¢Ir�+I7�.m;rmnsmrnlrm GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added repar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load < 1 .0 Safe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS MNFMOM MEMO 8F44 1 B/1 T 8F40 1 B/1 T 8RF400B/1T 81`321B/1T FORM do GROUT SOLID O W �U O #5 BAR CONT. 8F12-1 B/1 T O Y' LINTEL DETAIL SCALE = N.T.S. 'MOM US TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J w 6F 16- B/1 T Q J Z iD Z tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL- ° HEIGHT MATERIALS cTf precasMntels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 318" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5RE MIN. AT TOP (1) RQ'D CLEAR ALTERNATE POWERS STEEL LINTEL e ° d .M.U. #5 REBAR AT TOP 4 o D d ° d ° MIN. (1) REQ'D 1-1/2" CLEAR d d 4 ° GROUT J Q a d rn H Q C.M.U. 5 REBAR AT = — w mn 4 ° 0 BOTTOM OF a uJ w O "*—BOTTOM LINTEL CAVITY Lu rn 0 Lu O n REINFORCING PROVIDED IN LINTEL 0 U Z Q < U m 0 � O u Q =' C1 D D #5 REBAR AT BOTTC 5/8"ACTUAL OMINAL WIDTH � a �o �, �o AS INDICATED (VARIES) U) LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) M 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications O O 4'-6" LL 4'-6" LL O 5'-10" LL LINTEL PLAN - ELEV-131 SCALE: %4'=l'-0" It If 1Itf/!/4Z' N��y,0XIFl �O W N .<- °°°gas t ' • �, �' ; • Mki FU E S S\O'�P�' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residental 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N F g N r2�p M N it � N M N N N to0 LL 0 T N# it { . = LJL N LLa in w Uj M W IL 11 r 0m��oZM <_m a 'D8Xmo o c° W �_ E °' o' D a. W � J ?- NQco QO UM 0 . . < U F J Z U ❑❑❑ W M � z � o � o ro m Z Z or Q J M IZ O 13 w Cn Y f6 w � U 0 0LU t%i C�f Eo �NZS "o i>IM o U v w m 0TM E 8 ylo U a � 0 Q V om T r_ o C w M M z Z o55 Z Q LL_ IZ E O E ZO w? Zo Z oL v tru _ 7'.. O < a'o , ° 0 < °< N @ (D L �¢o wz rt} w Ym� LL OCC Z� Or JC47 r w<o M_ a< O Q > �� w ¢o a nw F� oz Q Y =3 R. 1 o �}� co o. O ACM 4 > d' ^L m / 0 .� 00 co J O C N W m T CO .� z N z— n 00 O N r E M r o Z E r^ ca a E U ¢ p C _J JOB NO : 20-2747 SCALE : AS NOTED SHEET NO. 8 NOTE; BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST 2003 CHROMATED COPPER R A SENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS HMI 00 SUSE CHEMICALS CALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTIONR308A SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7, 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 51TMS 402-16 & ACI 530.1-13, ASCE 61TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES, 1. 1. 3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (RISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1. 2. 6. FLORIDA BUILDING CODE (FBC) 6th ad. (2017) AND FLORIDA BUILDING CODE 6th ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR 0 TRUSS SHOP DRAWINGS ARE T BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2,11.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2, 4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD, 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1, ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY Y4' 4. 1. 7• WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1, CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA, 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4, 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1 U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4. 8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4. 10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33Ks1WITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131",10d = 0.148", 12d = 0.148",16d = 0.162", 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS, 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285 PSI 4, 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4, STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2, ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ad. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BYASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment, 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rpinfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete overpour and mortar along the foundation perimeter must be removed be ore exterior soil treatment.. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within 1 `-0" of the structure sidewalls. 11. FBC-R R318.1.6 An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12, FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN T-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%4' DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. \N` O W N 0 3 To the best of the Engineer's knowledge, infonnation and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Q E E q00p O r co [V O# 0 0 0 a f3 m O mNN� "'� LL E M 5 u_ O a ain� cc 0 @ c N m 0.0 W I n 0 r� �EcPo) Boa NQrNiZ Q O U I- Z Q U ❑00 � fh N O W a o U) N (D s LL a--' V c, 5 ,,, - n � a O �N w 12 F- caf o m � LU m 12 E 0 8 `y _ goinismommImm C) O N 0 co w M zo Z Z¢ U_ Q E O E zYz �6 g Z® U � @ o E g ra ao as 0° o� o a) wo dZ ire Co s z 0. Wmz n� o O� a� a 0)og Z zo go fJ o o _ aZ w 0� >° z < a� 03 M ` CC rn m W ` / .� cc 0 c 00 O d' ■- z � r � o N r m ^ ` I M r o Z Z E O iri U) v r`n a E U 0 Q p C JOB NO: 20-2747 SCALE : AS NOTED SHEET NO. SN ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 0-1 UJ 15/32" CDX Q PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + -0" (TYP.) 6'-0" + + + + + 6'-0" + + +++ +++ + + + + + + + + + + + + +++ +++ + 4+ + + + + + + + + + + +++ + + + + + + + + + + + /++ 4 + + + + + + + ++ + + ++ ++ + + + + + in + + + + + + + ++ + + ++ + ++ + ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x — 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-118" or two 112" 602.0 wood panels 2x — + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls wall or beam below.* require additional consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker '� lateral load. nail each side 107 0 -0 7 at bearing. TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O O O 5'-0" STUB -OUT FOR 1'-0'-o ° GAS METER O o 'n � U 9 ~O cV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X T @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 'IT-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 154" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking I Iqa T' 110r11 nail.. at R" n r._ j, U/ Provide adequate bearing J for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D le (see table below) DO NOT cut, notch IK or drill flanges FILL CELL STD. 900 HOOK BOND BEAM 11 U) w STD. 90° CONT. #5 BAR —�5 > HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI %from MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. )Small gap 2" min. 2„ max. � 4 max. h� 0 Clinch nails when possible Tight fit U I� 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist Bearing Location Series De th I End Intermediate BC15000s® 9-1/2" 1 2-8d 2-8d 11-718" 2-8d 3-8d 14" 1 2-8d 5-8d BCI 6000s® BC16500s® 9-1/2" 11-718" 2-8d 2-8d 2-8d 3-8d 14" 2-8d I 5-8d 16" 2-8d I 6-8d BCI60sY" 11-7/8" 2-8d I 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d - Hangers with side nailing. -Hangerswithsidesnotcontaining WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pif max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* kitWhen joists meet over wall, provide �1 3/4" minimum bearing for each. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.- 6A 1%" ROUND HOLE MAY BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" NOTES: DO NOT CUT HOLES LARGER THAN 1Y" ROUND IN CANTILEVERS. 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. SIMPS( w/ (22) NAILS 1 5/8" 0 THRU BOLT SIMPS( w/ (22) NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION kt Joist I -Joist can be offset Eb up to 3" to avoid vertical plumbinge. 3" max JOISTS OFFSET N.T.S Jc Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 7. 0.6 X Joist " depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEMS ' SEE PLAN FOR--'°• ° . • . FOUNDATION INFO n' n' STEM FOUNDATION GRADE REINF. SEE PLAN WV ur1HJC 4 rvt, SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. :�® LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION d- a G I 'I I— r l l=1 a 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE a SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE 4 d d a n �—t CO � d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE d ° na. a All G a a _I T� _ e —� -TI I- r r Q SEE FND. PLN. SIZE & REINF. brut N SRO 1 cry .i; ) =� ;— c� , *- ,05-✓vlZl�7t+� O F E S S tt) \\\eg ?tiff 111mel To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. MW h W ®�♦♦ �$ co co CO to O O N# 0 (0 O rT co M N N Lo °NO LL �-� CIO J W N 0 '0 5 "LLa a 0 N M W N 0; p a s ul > .` ul Z �coM o o O ag m W Z M 2 Ec' B o a M:g N Q ccoo 2 U 0 J Z OU ❑❑❑ W z N O z o J Cl) d N to M z T w n 0 o Q cn V) o ' V o u m Lu m c ,— ,� E o I zl�... = g8 0 o ° C_ ® 0 ¢ o o w M o 2 Z `_ 6 E O oo Faa.� zo ?® Da fCU —CLa< X0 0U U O E cV az o <o o< Wz ul i Y U N m� o Z , Z J m d Q W 2. Ul a i 0- o w 5o a �w U <0 �k w, -0< >° o V a� Oo3 (D >� cm W `J ° f6 00 / f0 C C) U ^� m Qi V/ V C T- o Z 2T Lid e- 00 o N r ui M w CV M r o z Z E 1 a c c a U 0 Q p (D JOB NO : 20-2747 SCALE : AS NOTED SHEET NO. SN 1 3 x M L c N x 0 . o FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / 5/8" OR 1/2" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7O.C. CEILING & 8" O.C. WALLS I INSULATION PER CHART ON FLOOR / PLAN �f/ 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 16d TOENAILS T & B 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & i @ 6" MAX FROM END OF 2 x PLATE E n CV (1) LAYER TYPE II (#30) (2) #5 CUNT. ON 3 6 x 6 W1.4 x W1.4 f UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 D a . (2) LAYERS TYPE I OR TYPE II _ a (#15 OR #30) UNDERLAYMENT - = I=) °' . D ° — — _ = 4 FOR ROOF PITCH 4:12 OR LESS. TT I I D _ � j � � II— D _ I =_�f PRE ENGINEERED WOOD _ ,—I I( —� TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ 8 �� METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G *EDGE AILING SCHEDULE ON SHT. SEE TYP. WALL SECTION N1 SCALE:3/4"=1'-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. UMINUM DRIP 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" d O d d d d d_ ° a ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. �r- 5/8"OR 1/2" HIGH STRENGTH —� \—TRUSS BOTTOM CHORD OR 2x4 #2 SPF \'TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 5 BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR „ GYP. TYPE „ X„ @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 wl TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT, FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > N-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL AO.C.) 2" x 6 W1.4 x W1.4 ATTACHMENTS 21r 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH \ WWF OR FIBERMESH �31/2"MIN. �31/2"MIN. I ELEV. 4-3 1/2" z p a a ' A.F.F= o C"I 00 D a ,a I — — —�— IIrl _ I I ITI=-11�1Ti==1T I I 1T �` '_ - ,I I I,�,I I �,1Tf, ,T 1= ' I:1T�1T7TI1�� (2) #5 CONT. ' 4" 1'-4" 8" (2) #5 CONT. 4 Tr{ -4 g U.N.O..N.O. MIN. .N.O. MIN. TYPICAL BEARING WALL (a) STEP as SHEARWALL f C � TYPICAL BEARING WALL a) STEP CC SCALE:3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" GAP PGS' Z\Ep 5� M EE SOFFIT SHEET LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES Zx BLOCKING @SEAMS. 2x STUDS @ 16" 0/C INSULATION PER FBC AND ENERGY M�N� Jocs 1GGN�\N EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' \ 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" 55/8" x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 8" C.M.U. TYPICAL � BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 118"THICK. K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN, 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING w/ (10)10d NAILS - r 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR —� ARCHITECTURAL FINISH TYP. ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR 1x2 PT WD FURRING @ 24" O.C. ' ' GRADE o D ' D ° D ' z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ks1 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL ° z_ C1, — — A D, FINISH GRADE 60 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] 00 U.N.O. CELLS (SEE FOOTING MONO SHOWN p p o FOUNDATION PLAN FOR CLARITY D ° . _ _ _ O° 6 MIL VAPOR BARRIER Tfi ;. ° _ —— R 1 7/8" _ _ _ _ _ TIT TIT=TIT--�1 #5 REINFORCING BAR FOR LOCATIONS) p p o ° D = =I I= = I=I = �, z 1x4 P.T. BASE NAILER ° I— I —I —III—III—III- z er D— g 05 I AP SPI I('F 4"x4" INSPECTION NOTE: D ° oD ° o —I —) — I= I=I =I I • e ITI-LILEr—rTl 31/4" BASEBOARD PORT AT EACH g III—III—III—III—III=III- N COMP. SOIL. (COMPACTED TO — D FILLED CELL TYPICAL *FOR BEARING WALL =1 =I I= I= =I ' f 95% MODIFIED PROCTOR ASTM 1 W/ UPLIFT ONLY _ — — — — — MIN. 2500 PSI CONC. SLAB _ _ _ _ _ _ _ _ _ — I TIT jIT M AT GARAGE CONTRACTOR III —I I=I 1=I I I=III=I I I=I I I=III=III=III=III=III=III=I I=I I -I D1557) , t r— Tyr MIN PSI MAY VARY PER v� _ 1-III—III=III=III—III=III=III=III=III=III—III=III=III—' 4" 1'-4" MUNICIPALITY. TO CUT BLOCK OR POUR_= —III=III=III=III- ICI I III— CURB DUE TO SLOPE � � � I I IJI i I—. . .—� � — CONCR W14XW 4WWF W/6X6 NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING W1.4XW1.4 WWF OR = "FIBERMESH" FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL C SLAB INFORMATION. co 6x6W1.4xW1.4 6 MIL VAPOR D D 1= = = Z 3 1/2" WWF OR FIBERMESH BARRIER _ I u •t D -: Q I I N min. 4"---., a Q a' COMP. SOIL. °O _ — — — — — (COMPACTED TO 95% I��� MODIFIED PROCTOR ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS—% SCALE: 3/4"=V-0" �r GRADE v _ Til'—Ti7 TTT—iTf 7r (1) #5 REBAR w/ OPT. I =SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND BLOCK WALL BEYOND EXPANSION JOINT _ C — 14" O.H.D. RECESS z 13" O.H.D. RECESS _ CV M T 4" III •• 00 TF oo l�I. 4" _- -' I—f h •I ..� •.: TTT SEE A/S3 OR J/S6--�'-I I I I l I , I III I FOR REINF. INFO. L 3" MIN, CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS rj-J� SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6-- -ILII I I I ITI I I I I I I h FOR REINF. INFO. L 3" MIN. CLEARANCE 1'4' (1 STC IRY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. QS3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-01, J CONT. BEAD SEALAO — ¢ INTERIOR CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 4d00 e E- Nco 6 MIL VAPOR BARRIER*'' 4" 4" INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE 0 D w °' • a p . a 1=1T,�111� — • g Tr' — o • w �-1T- (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 WWF OR FIBERMESH T M i ��IIE II 11 11 (2) #5 CONT. =11 I-1 I FE.1 I I, I ITI I I, IF ON 3" CHAIRS (TYP ) l 10° #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL W/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR WW FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS N d AT 24" O.C. MAX. CONNECTION INFO LA A SEE PLAN FOR & LAYOUT DESIGN a TOP BEAM C e • �IC7F (2) HTS20 —SEE ROOF PLAN FOR STRUCTURAL :- c — —_— —� a' • a a 1��r1iT,=�1TI� a I E BEAM SIZE & -� I CONNECTION INFO co I 2x4 #2 SYP P.T. FRAMING w/ T MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 I n- 118 z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 it SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION o J W � ABU66 SLAB STEP & RECESS 0 S.G.D. rM S3 SCALE: 3/4"=1'-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. � MASONRY WALL AND PAD FOOTING �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL ., EXTEND FILL CELLS - TO FOUNDATION PAD —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT d 6 x 6 W1.4 x W1.4 r, WWF OR FIBERMESH ; a 'A ° M SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER �COMMUNITY CONT. FOOTING STEEL MAT REINFORCING. Cl) 0 z ''' 0 � I.- w o n po GRADE a _ _ _ILI —III—III �—III—III—III— _ a a• _ I I III II III IIILU -- ° _z a"� = 0-0 FIN. FLR. ION TAPERED COLUMN FRAMING�. DWI _ —I —III=111—III—III —III—III FooTING =1 III —I 1=1 1=1 1=1 III=1 1=1 I_ LU 11-III—III—III=1I „I=1I-1I—' BEYOND PAD REINFORCEMENT -i �—III—i i —' (SEE SCHEDULE) 3"MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 �S►� c o l a �,taaa`�fa o;�g�'''� < 0. r. T F III- 4, 0 d1tl.11E= To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 AAM 1- 8 (Do N V C C C 0)� J coN N N '� °ND LL N OR Z LL a a CIL N C, w a a;PLL a� 0z0 Z -0rnM @ o O m m m m i= CV � W Z 2 Earn p a :2N 0 Q O N< C) z ,Z U H U ❑❑❑ W M � Z N z o _l M /Z N E3 N M z 2 1 , — LL T (Q Vi y w g o Q V w t- N wa U rn oo w 0 = t� o c � � IOQo i14 m o w Mw M o z � < li E z� � zo Q Q= z® �� o E Xo 10 �0 N Qo az U - 0 U mo 0 >Z J o a ° z cn oa w� z ao �w o0 zG o w� }° GU V za a o3 > d. ^L1 m .� �o c 00 f° _ CN U O r) /! 1 m ai M0 C N ZTM— r M r 00 O 04 at C) r o Z zE E O I � m N0 d E .. U � .D C �10 CO < 17 c JOB NO : 20-2747 SCALE : AS NOTED SHEET NO. S3 (MONO) - - -- - ,u, i �� ,�� �.-. -r�eTr � a�.-FaBiufFTl�but�;, aL„�iA�w�i uu uiiri.:,l;... 4 1 M �v x 00 N . o J N I 00 i m rn 0 0 J It 04 N N i 3 a 0 0 d E C� E O 2 0 d i t� U 0 c U i Cn z 0 i 0 0 0. 0 0 0 0 rn 0 [V N 0 -W m „ v (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA, EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) —� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" I I SOLID AREAS ARE ❑ 7 5/8° 8" TONEAILS SPACED ❑ STEEL AND GROUT ❑ ❑ DOUBLE 2x TOP EXTERIOR FACE OF BLOCK PLATE EVENLY WALL IS 1 1/2" MAXIMUM INTERIOR ❑ ❑ ❑ HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" TO DRAIN DOOR OPENING DOOR OPENING 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYpj SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT ��+ * UD W/ (3) 0d NAILS h ST CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD --- I SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ $" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF ❑ EXTERIOR ❑ rol WALL CLEAN -OUT (*A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑ ❑ 1 ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN, TYPICAL SECTION THRU WINDOW KB MASONRY LAYOUT rD S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT ° d d ° g STD.90°HOOK 8 LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL Wl (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION IFE NOTES: 1❑ FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J 0-1 _ w T O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. d a e a ° SEE PLAN FOR FOOTING DIMENSIONS POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL Grp SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SFFp/N�O� �qN 2x CRIPPLES @ —� 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING —Ct VERTICAL JAM 5/8"DIA, x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD- 2 x 6 P. J-BOLT TRACK BRACKET FOP 'a 9ARAGE IOOR vvvnrnnvn W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON V - 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" 0/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: 54 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 112" EACH SIDE ' 2x STUDS TYP. O� # SIMPSON HTT4 TYP. OHO �R U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE 12 (TYP.) SEE ELEV. SIMI�SON SP2 w/ (12)10d NAIL AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS = __ SIMPSON HETA20 w/ (8) 10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB71 (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCKUPI— ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 • SPLICE NAILS TOTAL) EA. SIDE OF �• . ' AB., SPLICE STAGGERED � • MAN. ATTACH ALL EXTERIOR STUDS W/ 4�16d TOENAILS TO I P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 SECTION 2X P.T. PLATE SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 4 °a d SIMPSON SP4 a INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC SP4 SP4 � L NTELS SIMPSON SP2 ..r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 LBLOCKING USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END w U v? a 2x TOP PLATE V2-16d � NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" `' O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) o ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 wl (6)1/4" x 21/2" SDS (2215# SPF) • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) _ __— • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT 9 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT ° • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE N SCALE: NTS S4 SIMPSON SP4 2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE % 2X BLOCKING a I i 2X8 P.T. BOTTOM P ATE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " ft- a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/$"X10" J-BOLTS @ 2-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED 0 o TRANSOM FRAMING BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o rE SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12"zo (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) o SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY­ 0- J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR� SCALE: N.T.S. J/ e�+,\i1�,l4t6lffff�iP,oj�'``, • Gv J r - x 4; ups U:J cp .." 0' ,® '•.,.` 'OFESS\N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. FW- v E pp a S 0O 0 M C, � J 2 M N LL y -J - LL a U_ U n m w vi Q aLU �rn 0 c u` a� Z rn 0 O Wz au O W, M O W 2E91Z coJpa 0)a' "Ir < 0 co p �' Q Z U� J L a (N ILW Z �d ❑❑❑ M '. 0 ❑ CD z N O _ � O z o J M a M U) to.1 rruR u- (Dra +� w n a U � 0 E2 (D ,., r N c o �N y wa f6 '— U m w E l v Cn 0 �0 sm o� W M M o Z ¢ J LL Q E E 0 Z� oz � 20 Z® <= o00 — U a� Do 0< N L �o Wz ra Cn < O i x m o °z '�j7J a`6 O ¢ W zz d y >) iii3 K <o Z IF I� aW w a =� �O o M tt o ¢ aF 0 C �M =�y d L.L '> 00 c O 0 � W m 70 r 0 67 cj" ■� Z r 00 o N r E N Z Z y E o ra a E 0 0 ¢ o � JOB NO : 20-2747 SCALE : AS NOTED SHEET NO. S4 3 S m C v 00 N . o J 04 N N m IE 'v 00 0 J (\ N 0 a> 3 a 0 0 a E Cl- v c J O U v c UI 0 rl i 0 LZ 0 0 0 0 O) O N 0 _W m 0 SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS BACKNAIL W/ (2)16d NAILS SIMPSON H10A w/ (18) BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ 6 10d x ( ) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 2"x4" 1Od x 1 12" AT EA. SEE STRUCTURAL NOTES OUTLOOKER 1 12" AT EA STUD USE ( BACKNAIL w/ 2 16d NAILS SIMPSON H10A w/ 18 () ( ) @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER OUTLOOKER AND NAILING SCHEDULE SP6 FOR 2x6 WALL USE 10d x 1 12" AT EA. SEE STRUCTURAL NOTES TOP CHORD • SHEATHING DETAIL @ 24" O.C. FOR SHEATHING DETAIL SP8 FOR 2x8 WALL) OUTLOOKER AND NAILING SCHEDULE 2Fx4 OUTLOOKER BLOCKING FOR •' FOR SHEATHIN DETAIL @ 24" O/C FIRST FOUR ROWS OF 45° ± 24" MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE TOP CORD TRUSSES @ SIMPSON H10A w/ 18 ( ) FOR FIRST FOUR FASTENED W/ (2)1Od 3" FOR FIRST FOUR ROWS 4" MAX, ELEVATIONS) BLOCKING FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" EA. @ ROWS OF TRUSSES °� AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES OF TRUSSES @ SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF "L" OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE 24" MAX. EDGES OF TYPICAL @ RIDGE FASTENED AT • "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 BRACE TO 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM SHEATHING TYP. 48" O.C. EACH JOINT W! 3 10d MAX. & (2)10d TOE NAILS () @ AT LEAST 90% OF WEB , ' 2x4 CROSS BRACE @ 8-0 0/C. EXTEND AT LEAST 90% OF WEB LENGTH & NOTCH AT FROM RIDGE FASTENED AT EACH JOINT W/ (2)10d & (2)10d RIDGE FASTENED AT "L" BRACE TO EXTEND EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) TOE NAILS @ EA. END EACH JOINT W/ (2) 10d & (2) 10d TOE AT LEAST 90% OF WEB 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ 10 8d ( ) 2x FRAME WALL SEE WALL ( NAILS EA. END @ LENGTH (SEE TABLE) GABLE TRUSS SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO SECTION FOR SIZE & SPACING) 7/16' OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR — —� ATTACHED W/ 10d EA. END : 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS OSB SHEATHING ATTACHED � FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST W/ 1 Od NAILS 6' O.C. EDGES @ TRUSSES FROM EA. @ 6" O.C, EDGES AND 12" CHO 1OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD "6 THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 10d NAILS 6" O.C. (2)16d NAILS BOTTOM ATTACHED "T" "T" INTO 2"x6' P.T. PLATE „ 2x4 LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12 O.C. FIELD 2x4 PANEL BLOCKING @ 48 2x BLOCKING W/ (2)16d TOENAILS 2x4 ON TOP OF PANEL BLOCKING, FASTEN WITH 2x4 ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) 10dx3" @ 4" 0/C FASTEN WITH 10dx3" @ 4" 0/C SPACED @ 48" O.C. INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FROM END TOP 2x4 "T" ON TOP OF PANEL SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" 4MOISTURE BARRIER 5/8" x 10" "J" BOLT 48" O.C. @ WEEP SCREED EA. TYP. & BOTTOM ATTACHED w/ (2) BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" SIMPSON SP2 w/ (12)10d 5/8"x 10" "J" BOLT 32" O.C. MINIMUM 6" FROM @ SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS 2 4 LEDGER MATCH BOTTOM SDS SCREWS TO PLATES AT 36 O.C. NAILS AT EACH STUD SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (i 1 /4"x2 3/4" TITEN TO CMU EXT. WALL CONN. NON - LOAD BEARI G LOCATI SEE TYP. WALL SECTION FOR SCALE: 3/4" ADDITIONAL INFORMATION. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER x ( CHORD SLOPE OF ADJACENT DBL. TOP PLATE 11 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)1Old NAILS TRUSS) STUD WALL (SEE TYP. SEC,) NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) T MIN. 4" 1 EMBEDMENT IN KO BLOCK GABLE WEB3 SECTIONr2-�� SECTION SECTION 4 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. 55 SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SIMPSON H1OA w/ (18) BACKNAIL W/ (2) 16d NAILS 1 Od x 1 12" AT EA. 2x4 OUTLOOKER -REFER TO DETAIL J ON SHEET S5 FOR N r r SEE STRUCTURAL OUTLOOKER @ 24" 0/C X-BRACING, AND TOP NOTES AND NAILING TOP CORD CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR INFORMATION `° 00 `° SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ 1 1 1/ 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES 60 00 APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND -2x4 RAT RUN BRACING 1 1 2 2 EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 1 1 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 /� `1U11ti NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED W/ 2 -16d ^ `iLJI� 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THEN(2)16dNAILS FIRST (4) ROWS OF W/ 1 Od NAILS @ 6" O.C. 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD O/C w/ (2)16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS CONNECTION ' MASONRY WALL ON =1'-o" OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 1 Odx3" @ 4" O/C (2)12d TOENAILS 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g SCALE: N.T.S. S5 SCALE: N.T.S. 15 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)1 Od PER JOINT IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) 1Odx3" O/C @ 2"x4' TOENAIL 6" O/C RUN W/ (2)16d TYPICAL (2)16d PER NAILS JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL �J ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. SCALE: N.T.S. SrJ 1 GABLE TRUSS Sul "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE 6.9 1 MAX. AND LOCATION) S5 S5 11 e ° a e e ° ° a e a °a 1 J. D° E CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP e- MINIMUM (2) 16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 8d @ 6"0/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) z W BRACING w/ (3)1 Od x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAM10KTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU Ht---- MASONRY WALL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. d LU — — d LU o O Z O LLJ W Q o 0 ' o 0 Q o � C X Q o � d— W — o W ARCHITECTURAL FINISH NOTE: / EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. S5 "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" 3'-0" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" 0/C, 3) SEE 6/S5 FOR MORE INFO. "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) /—GABLE TRUSS `STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 31 - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. LU 0 d CORNER JACK Y U W zz 1.: O U HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CHORD CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR 2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION fill SE v C-,( • s ' �"j N o OFa10 lz �//f/ ,°lfFiF II$i$'te4`k N' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. (111 W 2 �$ Q 0 0 m J O MM ''� J W J LL J d �. L.L N z LL u M W '6r a � a a � Z C 0.O `±y W 2 Emm o cL Z co p < p rn ( N V 0 J 0 < Z ❑❑❑ W N O z 0 d N M z 'I y / C V3 I • V w O o Q •O Lij c Ews o � UE MI04 _ e O = N U o m • r- U) ®Q ¢ o sm o w MZ a Q o =o os >� Z z® ze co OQ U° O< o E o(o i o <QwZ ¢o &z �� (6 Cy _ C mE O of zco r Z� O) u7 a 8 0 z Z W Q o< 3� w U� r o =< 0� ;o CD L N a m .� 00 C t° N _ Q C U 0 CA C r p co Lo t— 00 N r ui E M r N o z z E p E IL U J Q J JOB NO: 20-2747 SCALE : AS NOTED SHEET NO. S5 —�— u Y T LILT s,fa�r;;Gi.�iR ll pe.i It.,l,e l_uu -i -1 3 00 a> s 00 o� „ o 0 J t� N 0 i x 00 M 0 J 7t N I N c 3 t Q Q �o C E O 0 J y LZ E2 v 0 i 0 i 0 0 LZ 0 0 v, 15 0 0 N N 0 0 _W m 0 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL , UNACCEPTABLE INSTALLTION DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT —_ TO PRODUCT PROPER INSTALLATION MAX. 8" ` DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 ` #5 REBAR (TYP,) '' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1x4 P.T. FURRING 3/16" 0 X 3" LONG FURRING " " (2) ROWS 3/16 x 3-1/2 FURRING #5 REBAR ` AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED 3-1/4" LONG X 3/16"0 TAPCONS (TYP,) TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 8 ` ' BLOCK@ SPACING 1" DETAIL 1x8 P.T. FROM EACH END w/ MIN. N.LL11X8 O.C. 2-ROWS INTO 2" EDGE DIST, ATTACH 2x BAND JOIST W/ FACE NAIL 1Od PER MANUFACTURE MASONRY THROUGH 1 _ 1 /21' DETAIL 1x8 w/ (2) ROWS 8d NALS 3 �� DETAIL STp, STD. 90^ ` go° HOOK (TYP.) @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS HOOK (TYP.) WEB NAILS 10d @ TRUSS VERT. TAPCON @ 16" DOOR JAMB (REFER 1 x4 P.T. TO PRODUCTLjl[ 4% METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN 2" EDGE DIST. TO PRODUCT APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ' * BOTTOM OF D CAAND TO PRODUCT x 3-1/2" TAPCON @ 16" APPROVAL FOR CONN. J (2) ROWS 3/16 x 3-1/2 O.C. & 4" FROM EACH 1x4 1x4 FURRING — TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY W/ + L ' -2 NOTC @ FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN, 2" EDGE DIST. (2) ROWS 10dx3" 2x8 INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 21 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL +5� NOTCH WEB AT THE FIRST 2 COURSES BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP, 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE. N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A _ 1610 # FOR 2 STRAPS FILL Ist4COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT n 2'-0- 8 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1 /4" x 3 1/4" TAPCONS BLOCK HEADER ARCH BLKG. &BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2"SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 2 1/4"TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) a 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB CUT HOLE IN O.S.B. FOR TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. I a SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERHAN • CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHOR\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE INSTALLATION DETAILS A 2 X 4 #2 SYP SCAB TO SIDE OF FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2 -6 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED) W/ (3) #6 X 4'Y? WOOD * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. ARCH DETAIL J 4 MAX. RAD. SIMPSONEN (CENTERED) w/ USEN. X TO TRUSS TOP CHORD O�FRygN 4" EMBEDMENT DMENT AT 16I + `� NGT r rr 1-05 -O SCALE: N.T.S. SS 12 + + H PLYWOOD SHEATHING JACK TRUSS PROVIDED BY TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + + + + BLOCKING AS INISH FLO ° . .. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B B ROOF SHEATHING ATTACHED + REQUIRED > '� /4" MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL + TO SUPPORT TRUSS SOFFIT ° ° " a : D.. #5 BAR ° BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 2'-0" 8" (5)12d NAILS SIMPSON + + + 'D. 9 1.0" ° p b'° 4 CENTERED W/ 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP . ®. D ° IN TOP o KNOCKOUT / N 8d NAILS EACH TRUSS D " °� CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 8 DIAG. BRACE B 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x o CONNECTOR ® _ MONO FOOTING x CONT. W/ (3) SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCKTAPC- ( BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. 7' LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL :D °. ° D 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT 6 z TO BE INSTALLED 00, BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL ° °ffTANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION i HOOK N #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4Y2" WOOD FOR OVER HANG FILLED CELL 8d NAILS,"-2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") . _ • . . • .. N . _ • . INSTALL WDW, SCREW BTWN. OSB ARCH FACES WI(4) 10d NAILS EQUAL EQUAL 4' MAX. RAID. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" ,� s• ` •'' s• • • •' s• • • s• • s• ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. PER INSTALLATION DETAILS B-B ARCH DETAIL rK SECTION @ ENTRY rL SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR INHOOKED 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR w/ x 1 SIMPSON2" MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" ( ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER NAILHTT4 1/2" NAILS STUDS & - S & (1) COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD L O � #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6'-0" EPDXY MIN. 6"EMBEDMENT & O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F•F• 3" MIN. EDGE DISTANCE � � � FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LL w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° o THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o o D v _ A REINFORCING AS FOLLOWS: * SEALANT �� — ITS— — ¢ a Q 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. D c 1TI--I I—III=1 I� I •ITT �- * PRESS PANEL REINFORCING IGINT ACE —II c, z #5x6' EMBEDDED INTO 6 MIN. LAP SPLICE W/ EXISTING FOOTIN G CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING R N PANEL EI 0 CI G PA — — ¢ = FILLED CELL SMOOTH. DO NO FURROW. — — � N „ DRILL 3/4 x5 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT GRADE DTI- SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 � MIN. LAP D O G SET SUCCEEDING COURSE F BLOCKS. PA T D P U 0 OCKS SPACE A HEAD OF PANEL AND JAMBS MUST SPLICE - N • .D REMAIN FREE OF MORTAR. NOTE: Cl) z_ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r g D TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ D (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16"MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. a�i�ti�tsl6lsr��sf �� E OR.2i NFU s�///V' R O F E S S\ O � i 11U1Elli@`1 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. U) WE p (�pp q O N it ci MNN N " ib V , A Y M 8 J _j W -, U =LLNz LLU M S W w Q > r U_ 52 a a it Z -0�rn 0=o ado_ OE00 (� m GJm� Ohm 2 Q W 2ETcr) �Oa IL(6 z m ".' N O ix 0 In N Q M Z V 0 J Z V ❑❑❑ W z N O z g Q d N — M N0z o N - L, w o ,u 0_'Ln o wa 03 Lo Q o sm o M w M oo —J LL_ E z oo QN Q O E U ti Z Q � R I— O E Xo az oU U dZ N rd o it f fuZ$ t_ _ C z O Y x o o, Z '- cn rn �m <w z CL o< LL a� Z �� F o w w¢ =F U_' 'o � 5 a 83 >� nL �, ` W '> m c 00 t° J N _ Q O ^1 o -� O m W - rn T T OCN ai Z r � T � O N C w M r N o z Z :3 N E O 2 C C d U J Q l7 J JOB NO: 20-2747 SCALE : AS NOTED SHEET NO. SS i�T SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. ➢A TRUSS (2) 12D NAILS — AT 12" O.C. MAX HIP G.T (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM 0 RAISED ENTRY CROSS BRACING DETAIL (TYP.)/e"'1 HIP/RIDGE BLOCKING DETAIL 2 MASONRY WALL 4 KNEEWALL ENTRY FRONT WALL r6 SCALE: NTS�"—j SCALE: NTS N"j SCALE: NTS SCALE: NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSIITPl-2014 B FRAMED RIDGE MAY TRUSS PLATE INSTITUTE NOTE THAT THE CONAILED ( ) COMBINED WIND AREA IS GREATER MAY w/ MINN.. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ -EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH U TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — A. CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) SIMPSON LSTA18 w/ (12) 10d NAILS SIMPSON HUC410 w/ CENTERED AT 16d INTO HEADER & (14 SEE PLAN L. ) FOR CANT. (6) 10d TOP & BOTTOM SPLIT TO TIE 10d INTO BEAM -SEE OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE (10) 8d NAILS INFO COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SEE FLOOR PLAN FOR COLUMN SIZE & BASE —7116" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULDE/PLANM OPTION B CONNECTION INFO OPTION C SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. COMMON BM. TO POST ATTACHMENT —� SCALE: 3/4"=1'-0" A � A SEE PLAN FOR ./ BM. SPLICE OVER �� CENTER OF POST 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD -TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED w/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. DIAGONALN AT 8'-0" 2x8 #2 SPF RIDGE BEAM WOOD � SIMPSON MTS18 SIMPSON LUS26 w/ (8)10d NAILS OR IF 2 PLY TRUSS SIMPSON MAX TRUSS �C �C 2x6 #2 SYP RAFTERS FOR SPANS 4FT w/ (14) SEE FLOOR FRAMING PLAN TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8) 16d NAILS TO THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d CANTILEVER IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR COLUMN SIZE & INDICATED 10d TYP. NAILS U.N.O. 2X10 #2 SYP CONT. LEDGER wl 3 () VERIFY WITH PLAN FOR LOCATION AND DIRECTION 2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. 1/2" X 4 1/2" LAG SCREWS ATTACH LAG SCREWS INTO END OF EACH ( IF PARALLEL SEE 2/D2 FOR T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) MIDDLE FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) BEARING SUPPORT o. ° EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL ° SCREWS EACH SIDE) (TYPICAL) A -A ALTERNATE BLOCKING CORNER SECTION AT LOW ROOF 9 SEE L FOUNDATION L Y. DETAIL a@ INTERIOR BEARING , PLAN FOR MORE INFO " SCALE: NTS 3 , SCALE: NTS COMMON B M . ATTACHMENT 18 WOOD TRUSS A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: NTS VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ 10 1 d ( ) ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS NAILS AT BASE & SIMPSON SP2 w/ 12 1 ( ) Od NAILS AT TOP 2x4 #2 SPF BRACING @ NAILING SCHEDULE EXTERIOR SHEATHING OUTLOOKER INFO. 4" O C INFO. 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE � TO TRUSS W/ (2) 12d TOENAILS STRUCTURAL SHEATHING PLATE & (2) 12d END NAILS TO TRUSS MIN. (2) 2x4 FOR CONNECTION SPF TOP INFORMATION. SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING BOTTOM CHORD PLATE MORE INFO. GABL TRUSS LOW ROOF/WALL STUD) SCHEDULE SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ VARIES SEE PLAN FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING WOOD WALL SIMPSON MTS12 w/ EACH COMMON TRUSS/ FRAMING BELOW @ 16" O.C. OR TRUSS. 2X4 CONT. W/ 2 () MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS TYP TOP & BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO a.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR SEE PLAN FORA PLATE BELOW MASONRY WALL e 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. °W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR aTO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE@ 3" FROM EACH END & DIRECTION CONNECTION QCOMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. SECTION aC� FLOOR FOR CONNECTION 16d NAILS AT EACH END CONNECTIONS TO G.T. EXTERIOR. WALL SECTION ENTRY g CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT �39 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS DETAILS & SECTIONS fff01 P/�,lf ���;\14O! �111 r�lb 01 U �O °RO F E S S\O�\ NON To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. � N O O p� O rp J 04 0)J 'O —, * 11A dJ in .�.. 9 LL U. � a M n I W fn Z 0 c: 0 � o �a>o 000 C ` m W N ,, '2 E °' �' o a Z ILW 0)N 0 X N Q M Z V J Z V ❑❑❑ z N o 'o � QQN ¢ c) o N n, VJ _ L (Q .0 Y w i; �N LUO w� C U m w � m E $ Oall I = z19 ci o 10 ¢ a 0 • ®o �m o C.0 w co ¢ zz o Z J U- Q E o E zo E >N Z® uco <_ F-- N — E R &� 0 o °Q O N Q z o Q Wz W L (d CY O in O Oz O o ° a �w O F O M V W ala a x °O °2 N CU c9 .� c 00 � M C U C) CL n' 0 vi r p .� Z N T I MO T r 00 N ai 3 NO M *— o z z Eca a U Q p JOB NO: 20-2747 SCALE : AS NOTED SHEET NO. D 1 3 -v m rn L aci x 00 N o J l� [V N i m d- rn L c 0 M �O J n CV 0 L it N i 3 a N N E F2 O x 0 c c J y L� 0 U 0 c U i 0 i a 0 01 LZ 0 0 a 0 a rn 0 N S rn W m 0 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE TEMPORARILY SECURE BARRIER WINDOW UNIT FLASHING REQUIREMENTS WEATHER DOOR ROUGH OPENING SLOPE RESISTIVE 0.3 in: 12.0 in BARRIER WOOD FRAME CONSTR. R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include ���VVV TAPE EXTERIOR SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. (O.6 Cm : 30.5 Cm) flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is intended to 3 SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive nssEMareornNcow OR EQUAL WEATHER PROOF CAULKING EXTERIOR Y pp p p p g z CEMT. FIN. barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and O, WEATHER SELF -ADHERED FLASHING BUILDING PAPER embellishments such as cornices, soffits, and fascias. RESISITIVE z BARRIER SEAL TOPS OF JOISTS WIRE LATH UNDER DECKING SUBFLOOR R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other SELF -ADHERED FLASHING (SEE DETAIL WP07) approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches HEAD FLASHING TIE-IN INSTRUxTIONS: (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a 1. Cut, fold up & temporarily secure weather resistive RIM JOIST manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, AND WATERPROOFING METHODS TO weather resistive barrier 1 1 q pp g shall include a BE USED. 3. Fold weather resistive barrier back over head 2 water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be flashing and seal with tape 2 Q installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scale: NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than FLANGED WINDOW so EXTERIOR DOOR WITH DECK - SECTION A 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER so that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT _\ EXTERIOR SHEATHING 3/4%1" BEAD OF CONSTR. NEEDED IN CORNERS ADHESIVE INSTALL SELF -ADHERED ASPHALT ADHESIVE g pp g pp g p entry Y �I ADHESIVE TO BE APPLIED UNDER FLASHING JAMB &HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent ent of water into the wall cavity THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW exterior fenestration products shall be sealed at the juncture with the buildingwall with a sealant complyingwith AAMA 800 or ASTM C920 Class OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) p REFER TO TECHNICAL SCORED 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the LETTER ON CHEMICAL O RELEASE PAPER type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface COMPATIBILITY pp g p Y g SELF -ADHERED FLASHING ! �� (BEFORE FOLDING, SCORE of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: SELF -ADHERED FLASHING, RELEASE PAPER TO EXPOSE EXTEND MINIMUM 6" ADHESIVE AS SHOWN) 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish VERTICALLY FROM or to the water -resistive barrier complyingwith Section 703.2 for subsequent drainage. Mechanically attached flexible flashin s shall BOTTOM OF q 9 Y g O THRESHOLD comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 2 3 Q 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration SECTION -A (SEE DETAIL wPo2) manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details SELF -ADHERED FLASHING are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or O * 2 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. SELF -ADHERED FLASHING 5 1.2. In accordance with the flashing design or method of a registered design professional. E- NAILING FLANGE 1 4 1.3. In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS 1 6 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco BOTTOM NAILING UNDER DECKING FLANGE 8 (SEE DETAIL WP07) 2 7 copings. 3. Under and at the ends of masonry, wood or metal copings and sills. SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING 4. Continuously above all projecting wood trim. HALF ROUND WINDOW I EXTERIOR DOOR WITH DECK I INSIDE CORNER , • 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. Ground \ � 7. At built-in gutters. SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 AND FBCR 703.7.3 Detail Instructions Refer to the number marked as ## in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH FILL WITH GROUT SLOPED MUD BED - VINYL SHOWER PAN SLOPE d ° a a E AM SELF-ADHER 0 V-4" PER PLAN 1'-0" PER PLAN ISM SHOWER SEAT E GI SELF -ADHERED FLASHING OUTSIDE CORNER I ry SELF -ADHERED FLASHING PATCH iHERED FLASHING a a =,a ad PLASTER STOP F- W CONTINUOUS BACKER U ROD & SEALANT w w = a Q � w � ° A 1 2 4 5 FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS NATU DO NI DRIP ACCE SOFFIT/CANTILEVER Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS 2AL FRAMING tAL SHEATHING iAF PLANE WRB AK WRB Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing -Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 CV O N 0 0 To the best of the Engineer`s knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residenlial 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N I°` Q oho E p00 0 8 'V 'O # 0 m N L% M N r N J oNo LL' J LL LL J 2 a N 2 q M S aDCLL > LL W N ul Lu aa� Z era 0 x �mO W@a;o mo�tO W Z 2 E T rn Q o N Q M Z Boa 0 U 0 J Z ❑E]❑ W � z o z m S z J M d O m z � o � 1' 1 T (fJ Y w r6 o IU') ,.0 F E ws o Wig c)WOOL m F- N E 0 8 zly,..' . 2 U o C U)CD o ®Q C::,w JZ M M i o Z Q E E �' <® Co t _ �_ X o �a 0a� 0 U U o� �¢ N L °do Q wz r6 C0 C ^ 0 z o Y N m o o'0 z� Z m <� Q W �z Cn(n 3 o g° C) o� �3 o �z < o� >0 0 �M = � W .� 0 c 00 Q C U O C3i 0 Z C`14 r � f DO � N r M r o z z E O E N � M a E U 0 Q p a) JOB NO: 20-2747 SCALE : AS NOTED SHEET NO. W P Mounting Blralckets �10 Gill See nchor- 1fr0i& 25Ga1v. (Tp') Cross S port (Ma+Yt bI Cut to IiiiiiI Right Biacket (16 Gauge) # 14 Self-CH111ing bottom -ka; 1 .r -+r Front 6sSupport Nuts,(May becut to Bracket •. Ga N l -ram ■Support Into _w 4' J! Side ffi- p'e or hurkane use) iNutLfiII Run, al-Ijklill, r Ift L, Florida Department of Business & Professional Regulation Page 1 of Building Codes and Standards M812018 Product Approval Application Detail Code EMIN or ante Date Date Pendma Date Type Version Manufacturer Contact Enalneer & License Validated By Validated Submitted F C Approval Approved status Revision 2017 Gulf Coast Supply & Manufacturing, LLC. Eng David Daniel S. Kuhn Locke Bowden P.E. 10/12/2017 10/102017 10/172017 1.211212017 Approved Category: Roofing (352) 498-0778 PE-75519 (334) 300-1800 Subcategory: Metal Roofing info@guifcoastsuppiy.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida FI I6K13 Professional Engineer Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 0.032&quok Aluminum 5V Crimp Min 0.032&qud; 5 V Crimp Aluminum Roof Panel 04/122024 No Yes N/A -N/A} over 15/32&quot; Plywood -108.5PSF 2 0.032&quot; Aluminum Gulf Lok Min 0.032&qud; Aluminum Gulf Lok 16&quot; Wide 04/122024 No Yes N/A +N/AI Roof Panel over 15/32&qud; Plywood -116.0PSF 3 1&quot; 24ga. Gulf Snap 1&qud; Gulf Snap 24 Ga. 17&qud; wide Roof Panel 04/122024 Yes Yes N/A +N/A/--131.OPS over 15/62&quot; Plywood 4 1&quot; 24ga. VersaLoc 1&quot; VersaLoc 24ga 16.5&qud; Wide Roof Panel 04/122024 Yes Yes N/A +N/A/ over 15/32&quot; Plywood -138.5PSF 5 1&quot; VersaLoc .032&qud; Aluminum 1&quot; VersaLoc min.032&qud; Aluminum over 04/122024 Yes Yes N/A +N/A/ 1M2&quot Plywood -101.01PSF 6 1.5&quot; 24ga. Gulf Snap 1.5&qud; Gulf Snap 24ga. 16&quot; Wide Roof 04/122024 Yes Yes N/A +N/A/ Panel over 15/32&qud; Plywood -116.01PSF 7 1.5&quot; 24ga. VersaLoc 1.5&quot; VersaLoc min 24ga. 16&qud; wide Roof 04/122024 Yes Yes N/A +N/A/ Panel over 15/32&qud; Plywood -123.5PSF 8 2&quota 24ga. Megal-oc Min 24 Ga. 2&qud; MegaLoc 18&qud; wide Roof 04/122024 No Yes N/A +N/A/ Panel war 15/32& ud; Plywood C Yw -108.5PSF 9 24 Ga. Gulf Lok Min 24 Ga. Gulf Lok 16&quot; Wide over 15/328,quot; 04M22024 No Yes N/A +N/A/-96.7PSF Plywood 10 24 Ga. Gu It Seam Min 24 Ga. Gulf Seem 16&qud; Wide Roof Panel 04/122024 No Yes N/A +N/A/-93.5PSF over 1x4 Wood Purlins over 15/32&quot; Plywood it 24 Ga. Gulf Seam Min 24 Ga. Gulf Seam, 1311 Snap Lock, 04/122024 No Yes N/A +N/A/ 18&qud; Wide Roof Panel over 15/32&quota Plywood -108.5PSF 12 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over 15/32&qud; 04/122024 Yes Yes N/A +NIA/ Plywood -156.5PSF 13 26 Ga. 5V Crimp Min 26 Ga, 5V Crimp over 15/32&quot; Plywood 04/122024 No Yes N/A +N/AF131.PSF 14 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over 10 Wood 04/122024 No Yes N/A +N/A/ Purlins over 15/32&quota Plywood -156.5PSF 15 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&quot; Wide Roof Panel over 04/122024 Yes Yes N/A +N/A/ 15/1 Plywood -161.OPSF 16 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&quot; Wide Rod Panel over 04/122024 No Yes N/A +N/AP63.5PSF 15/32&quota Plywood 17 26 Ga. GuII Min 26 Ga. Gulf PBR Rod Panel war 15/32&qud; 04/122024 No Yes N/A +N/AI Plywood -154.7PSF Florida Department of Business & Professional Regulation Page 2 of2 Building Codes and Standards sn6/201e Product Approval Application Detail Quality Assurance Approved for Use Approved for Use Impact Deslan Sea # Product Model, Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 18 26 Ga. GuIfPBR Min 26 Ga. GuII Rod Panel over 1x4 Wood 04/122024 Yes Yes N/A +N/A1 Purlins over 15/32&quok Plywood -151.7PSF 19 26 Ga. GuIfPBR Min 26 Ga. GuIiPBR over 15/32&quot; Plywood 041121=4 Yes Yes N/A +N/A/ -154.7PSF 20 26 Ga. GuIfPBR Min 26 Ga. GulfPBR over 1x4 Wood Purlins over 04/122024 No Yes N/A +N/A/ 15/32&quot; Plywood -151.7PSF 21 26 Ga. GulfRib Min 26 Ga. GUHRib ever 1x4 Wood Purlins aver 04/122024 No Yes N/A +N/A/ 15/32&quot; Plywood -164.2PSF 22 26 Ga. GulfRib Min 26 Ga. GulfRlb over 15/32&qud; Plywood 04/122024 No Yes N/A +N/A/ -159.2PSF 23 26 Ga. GulfRib Min 26 Ga. GulfRlb over 15/32&qud; Plywood 04/122024 Yes Yes NIA +N/A/ -159.2PSF 24 26 Ga. GUIfRIb Min 26 Ga. Gulfi2lb over 1x4 Woad Purlins over 04/122024 Yes Yes N/A +N/A/ 15/32&quot; Plywood -164.2PSF 25 29 Ga. GUIfRIb Min 29 Ga. GulfRib over 1 x4 Wood Purlins over 04/122024 No Yes N/A +N/A/ 15/32&quot; Plywood -123.5PSF 26 29 Ga. GulfRib Min 29 Ga. GulfRib over 15/32&qud; Plywood 04/122024 No Yes N/A .N/A/ -146.0PSF 27 29 Ga. GulfRib Min 29 Ga. GulfRib over 1x4 Wood Purlins over 04/122024 No Yes N/A +N/A/ 7/16&qud; O.S.B. -101.0PSF 28 29 Ga. GuII Min 29 Ga. GulfRib over 7/16&quot; O.S.B. 04/122024 No Yes N/A +N/A/ -116.OPSF Search Criteria Code version: 2017 FL #: l 1651 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In HVHZ: ALL Approved for use outside WHIZ: ALL Impact Resistant: ALL Design Pressure: ALL Date From: ALL Data To: ALL ��. a.'. �3'M,: s'irk "•y , �rn L C ydy 1 : � �,. �, � yy Nti � a a � ��i>P ........ A3 HD210-2 _ .......... FL17244.1 FL17232.3 _ ESR-3455 -ESR-3445 _.._ 12/31/2020 12/31/2020 A23 HU210-2 FL10446.2 FL10856.4 ESR-2606 ESR-2549 12/31/2020 12/31/2020 HD212-2 FL17232.3 ESR-3445 12/31/2020 HU212 2 FL10856.4 ESR-2549 12/31/2020 HD216 FL17232.3 ESR-3445 12/31/2020 HU216 FL10856.5 ESR-2549 12/31/2020 HD216-3 FL17232.3 ESR-3445 12/31/2020 HU216-3 FL10856.1 ESR-2549 12/3l/2020 HD26 FL17232.2 ESR-3445 12/31/2020 HU26 FL10856.3 ESR-2549 12/31/2020 HD28 2 FL17232.3 ESR-3445 12/31/2020 HU28 2 FL10856.4 ESR-2549 12/31/2020 HD410 FL17232.4 ESR-3445 12/31/2020 HU410 FL10856.9 ESR-2549 12/31/2020 HD412 FL17232.4 ESR-3445 _ 12/31/2020 HU412 FL10856.9 ESR-2549 12/31/2020 HD610 HD0410 FL17232.4 FL17241.7 ESR-3445 ESR-3444 12/31/2020 12/31/2020 HU610 1 HUCQ410 FL10856.10 FL11468A1 ESR-2549 SIM200804 12/31/2020 12/31/2020 HGA10 FL17699.1 Evaluation Report 12/31/2020 1 HGA10KT 171-11470.4 SIM200803 12/31/2020 HGAM10 FL17699.1 Evaluation Report 12/31/20201 HGAM10KT FL11470.4 SIM200803 12/31/2020 HHCP2 FL172367 ESR-3448 12/31/2020 HCP2 FL10447.2 ESR-2551 12131/2020 HTA16 FL17680.4 Evaluation Report 12/31/2020 HETA16 FL11473.5 SIM200802 12/31/2020 HTA20-16 FL17680.4 Evaluation Report 12131/2020 HETA20 FL11473.5 SIM200802 12/31/2020 HTT16 - -- ---- .._ HTT45 FL17324.2 .............. _... _.........._....._............_...--- FL17324.2 Evaluation Report ...... ---._._._..__.........._.._....._..--"---.....__._...._........................:....-............................_....._.......... Evaluation Report 12/31/2020 12/31/2020 HTT16 HTT22 FL11496.1 FL11496.1 ES-0130 ES-0130 12/31/2020 12(31/2020 ... .............. .--------._...._._...__..-..-"-----" HTW16 - FL17244.8 _... " ""-" ...__..- - "---._._._._-_..._...._.._.._...._.._._._._..._...- .._.... ESR-3455 - ....._.__.._......- 12/31/2020 HTS16 FL10456.22 ESR-2613 --.... 12/31/2020 HTW20 FL17244.8 ESR-3455 12/31/2020 HTS20 FL10456.23 ESR-2613 12/31/2020 HTW24 FL17244.8 ESR-3455 12/31/2020 HTS24 FL10456.24 ESR-2613 12(31/2020 HTW30 FL17244.8 ESR-3455 12/31/2020 HTS30 FL10456.26 ESR-2613 12/31/2020 HTVVM16 FL6223.2 Evaluation Report 1213112020 HTSM16 FL11473.11 SIM200802 12/31/2020 HTWM20 FL6223.2 Evaluation Report 12/31/2020 HTSM20 FL11473.11 SIM200802 12/31/2020 HUGT2 FL62233 Evaluation Report 12/31/2020 HGT2 FL10456.18 ESR-2613 12/31/2020 HUGT3 FL6223.3 Evaluation Report 12/31/2020 HGT3 FL10456A9 ESR-2613 12131/2020 ... HUS2102 HUS212 2 - --- .._ HUS26 FL17232.6 ....... FL17232 6 - FL17232.6 ESR-3445 ESR-3445 ESR-3445 21. 12/31/2020 .-. 12/31/2020 HUS210-2 HUS212-2 HUS26 FL10856-R4 FL10856.11 FL10856.11 ESR-2549 ESR-2549 ESR-2549 12/3112020 12/31/2020 ... 12/31/2020 HUS28 FL17232.6 ESR-3445 12/31/2020 HUS28 FL10856.11 ESR-2549 12131/2020 HUS28-2 FL17232,6 ESR-3445 12/31/2020 HUS28-2 FL10856.11 ESR-2549 123l/2020 JL24 FL17232.7 ESR-3445 12/31/2020 LU24 FL10655.103 ESR-2549 12/31/2020 JL26 FL17232.7 ESR-3445 12/31/2020 LU26 FL10655.104 ESR-2549 12/31/2020 JUS210-2 FL17232.11 ESR-3445 12/31/2020 WS210-2 FL10655.107 ESR-2549 12131/2020 JUS24 FL17232.10 ESR-3445 12/31/2020 WS24 FL10655.109 ESR-2549 1213l/2020 JUS26 FL17232.11 12/31/2020 WS26 FL10655.111 ESR-2549 1_2/31/2020_ _ JUS26-2 -FL17232.11- - -ESR-33445 _ ESR-3445 12/31%2020 LUS26-2 FL10655.112 ESR-2549 12/31/2020 _..._._ JUS28 FL17232.11 ESR-3445 12/31/2020 1 WS28 FL10655.113 ESR-2549 1-2M, 020 JUS46 FL17232.11 ESR-3445 12/31/2020 WS46 FL10655.118 ESR-2549 12/31/2020 II FL17241.15 ESR-3444 12131/2020 LEGS FL10667.71 ESR-2615 12/3l/2020 KST260 FL17244.15 ESR-3455 12/31/2020 MST60 FL10852.7 ESR-2105 12131/2020 LSTA12 FL17244.18 ESR-3455 12/31/2020 LSTA12 FL10852.4 ESR-2105 12/31/2020 LSTA15 FL17244.18 ESR-3455 12/31/2020 LSTA15 FL10852.4 ESR-2105 12/31/2020 LSTA18 FL17244.18 ESR-3455 12/31/2020 LSTA18 FL10852.4 ESR-2105 12/31/2020 LSTA24 1STA30 FL17244.18 FL17244.18 ESR-3455 ESR-3455 12/31/2020 12131/2020 LSTA24 LSTA30 FL10852.4 FL10852.4 ESR-2105 ESR-2105 12/31/2020 12/31/2020 ----"-- - ""- LSTA36 -"-"-"- - -- -- _ _ FL17244.18 _ ... -"" --- - ESR-3455_ 12/31/2020 LSTA36 FL10852.5 ESR-2105 12/31/2020 LTS19 _ FL17219.2 ER-0200 12/31/2020 LTT19 FL11496.3 ER-130 12131/2020 LTS20B FL17219.2 ER-0200 12/31/2020 LTT20B FL11496.3 ER-130 12/31/2020 LTTI31 FL17219.2 ER-0200 12/31/2020 LTT131 FL11496.3 ER-130 12/31/2020 LTW12 FL17244.8 ESR-3455 12/31/2020 LTS12 FL10456.29 ESR-2613 12/31/2020 WGT2 FL17240.2 ESR-3447 12/31/2020 LGT2 FL11470.7 SIM200803 12/31/2020 MP3 FL17244.22 ESR-3455 12/31/2020 LS30 FL10446.15 ESR-2606 12/3112020 MP34 MP4F MP5 MPH3516 FL17244.23 FL17244.24 _.... FL17244.22__.,_,._.._.... FL17240.3 _..___. ESR-3455 ESR-3465 .... ESR-3455 ESR-3447 12/31/2020 12/31/2020 12/31/2020 12/31/2020 A34 LTP4 LS50 WM1416 FL10446.3 FL10446.19 FL10446.16 FL10667.86 ESR-2606 ESR-2606 ESR-2606 ESR-2615 12/31/2020 12/31/2020 12/31/2020 12/31/2020 MSTA12 FL17244.18 ESR-3455 12/31/2020 MSTA12 FL10852.8 ESR-2105 12/31/2020 MSTA15 FL17244A8 ESR-3455 12/31/2020 MSTA15 FL10852.8 ESR-2105 12/31/2020 MSTA18 FL17244.18 ESR-3455 12/31/2020 MSTA18 FL10852.9 ESR-2105 12/31/2020 MSTA24 FL17244.18 ESR-3455 12/31/2020 MSTA24 FL10852.9 ESR-2105 12/3112020 MSTA36 FL17244.18 ESR-3455 12/31/2020 MSTA36 FL10852.9 ESR-2105 12/31/2020 MSTC40 FL17244.26 ESR-3455 12/31/2020 MSTC40 FL10852.11 ESR-2105 12/31/2020 MSTC52 MTW12 ..........................._....._..-._ MTW16 FL17244.26 FL17244.8 _._._._...._.._.._..---..._..._.�__._... FL17244.8 ESR-3455 _..._..-----.._....__........... _....-- ESR-3455 ----......... ---....._........_...._............_._.._.....---- "" " .._.... ESR-3455 12/31/2020 ---.._._._. 12/31/2020 --------. 12/31/2020 MSTC52 MTS12 MTS16 FL10852.11 FL10456.33 FL10456.34 ESR-2105 ESR-2613 ESR-2613 12/31/2020 ....._._---..._ 12/31/2020 _......_....-__- 12/31/2020 MTW18 FL17244.8 ESR-3455 12/31/2020 MTS18 FL10456,35 ESR-2613 12/31/2020 MTIN20 FL17244.8 ESR-3455 12/31/2020 MTS20 FL10456.36 ESR-2613 12131/2020 MUGT15 FL17240.5 ESR-3447 12/31/2020 MGT FL11470.9 SIM200803 12/3l/2020 NFM35X12 FL578.2 Evaluation Report 12/31/2020 MSHA3.56/11.25 FL13904.6 ESR-2616 12I3l/2020 NFM35X16U FL578.3 Evaluation Report 12/31/2020 MBHA3.56/16 FL13904.6 ESR-2616 12/31/2020 PAU44 PAU66 FL17239.13 ...._.._ - - - FL17239.13 ESR-3449 - -ESR-3449 12/31/2020 12/31/2020 HDU2-SDS2.5 GLTV3.516 FL10441.4 FL10667.8 ESR-2330 ESR-2615 1T31/2020 12/31/2020 PHD2A_ _ FL17219.3 _� ER-0200 12/31/2020 FGTR FL11473.2 SIM200802 17J_31/2020_ IPHXU3516 _ FL17241.20 _ -� ESR-3444 12/31/2020 CS16 FL10852.1 ESR-2105 12/31/2020 RFUS FL6223.5 Evaluation Report 12/31/2020 H1 FL10456.5 ESR-2613 12/31/2020 RS150 FL17244.27 ESR-3455 12/3112020 H10 FL10456.6 ESR-2613 12/`31/2020 RT15 FL17236.3 ESR-3448 12/31/2020 H10-2 171-10456.7 ESR2613 12/31/2020 RT16-2 FL17236.2 ESR-3448 12/31/2020 H10A FL10456.6 ESR-2613 12/31/2020 RT16A FL17236.2 ESR-3448 12/31/2020 H3 FL10456.13 ESR-2613 12/31/2020 RT3A FL17236.3 ESR-3448 12/31/2020 H4 FL10456.14 ESR-2613 12/31/2020 RT4 ..............._.._.................RTS..........._..................................__.._. ................. RT7 FL17236.3 _.....FL17236.3.............._.__._...._........_..._..._......................................-....._........................_..E_.._.................._............_._............................................................_.........._........._........................................................ ............_...................__............_.............................._.. ..... FL17236.3 ESR-3448 SR-3448 ... ......_..............._._....._._.................__ ..... ._..._........................._..._.................................._............................................_. ESR-3448 12/31/2020 12/31/2020 _..._._...-..........._................. ........... 12/31/2020 H5 H2.5 H2.5A FL10456.15 FL10456.11 FL10456.12 ESR-2613 ESR-2613 ESR-2613 12/31/2020 .........._..._............__..........__......... 12/31/2020 ................... .........._..._... ....... ........ 12/31/2020 RT7A FL17236.3 ESR-3448 12/31/2020 H8 FL11470.3 SIM200803 12(31/2020 RTBA FL17236.3 ESR-3448 12/31/2020 SP1 FL10456.41 ESR-2613 12/31/2020 SPT22 FL17244.30 ESR-3455 12/31/2020 SP2 FL10456.42 ESR-2613 12/31/2020 SPT24 FL17244.31 ESR-3455 12/31/2020 SP4 FL10456.43 ESR-2613 12/31/2020 SPT4 FL17244.32 ESR-3455 12/31/2020 SP6 FL10456.44 ESR-2613 12/31/2020 SPT6 FL17244.32 ESR-3455 12/31/2020 SP8 FL10456.45 ESR-2613 12/31/2020 SPT8 FL17244.32 ESR-3455 12/31/2020 SPH4 FL10456.46 ESR-2613 12131/2020 SPTH4 SPTH6 8PTH8 FL17244.32_ FL17244.32 __....__FL17244.32 -_ ESR-3455 ESR-3455 ._._._.... ..__.-- ESR-3455 _..._.. ..__.....__--_ 12/31/2020 12/31/2020 12131/2020 SPH6 SPH8 U24 FL10456.47 FL10456.48 FL10655.141 ESR-2613 ESR-2613 ESR-2549 12/31/2020 12/3l/2020 12/31/2020 SUH24 FL17232.13 ESR-3445 12/31/2020 HHUS28-2 FL10655.3 ESR-2549 12131/2020 THD28 FL17232.16 ESR-3445 12/31/2020 HHUS410 FL10655.4 ESR-2549 12/31/2020 THD28 2 FL17232.16 ESR-3445 12/31/2020 HGUS5.25/12 FL11468.11 SIM200804 12/31/2020 THD410 FL17232.16 ESR-3445 12/31/2020 HGUS414 FL11468.10 SIM200804 12/31/2020 THD412 FL17232.16 ESR-3445 12/31/2020 HDQ8-SDS3 FL10441A ESR-2330 12/31/2020 THD612 F_L17232.16 ESR-_3445_ 12/31/2020 MSTAM24 FL11473.19 SIM200802 12131/2020 -12/31/2020 MSTAM36 FL11473.19 SIM200802 12131/2020 U_GT_S3F FL2033.1 __ Evaluation Report_- 12/3_1/202_0 MSTCM40 FL11473.19 SIM200802 12/31/2020 1JPHD8 FL17219.5 ---- ER-0200 12/31/2020 HHETA20 FL11473.9 SIM200802 12131/2020 - LGT3-SDS2.5 FL11470.7 SIM200803 12/31/2020 - - LGUM26-2 FL11473.12 SIM200802 12/31/2020 PRODUCT APPROVAL SPECIFICATION SHEET zags As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Cate ory/S ubcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FI20461.14 +67.0/-67.0 psf 12/31/2021 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf 12/31/2021 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf 12/31/2021 ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf 12131/2021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2020 PGT Series 5570 FL251.10 4/14/2021 C. SECTIONAL Clopay Building Products Residential WinclCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf 5/21/2028 Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf 5/21/2028 Clopay Building Products Residential WinclCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf 5/21/2028 Clopay Building Products Residential WinclCode Doors W6 (16X7) FL15279.102 +37-0/-41.0 psf 5/21/2028 D- METAL LOWERED DRS Curries Division ofAADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst slI 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf 10/8/2023 PGT Series 5500 FL239.7 7/30/2020 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 186 FL15349.1 +40.0/40.0 psf 4/3/2023 PGT Series 5520 FL243.9 4/30/2020 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2020 PGT Series 5500 FL261.1 NIA 5/26/2021 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2020 B. SOFFITS Alside Solid and Vented Sofa FL15272.1 - FL15272.2 +70.01-70.0 psf 12/31/2020 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2020 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A 7/10/2021 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2020 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2020 F. METAL ROOF Gulf Coast Supply&Manufacturing, LL 0.032" Aluminum Gulfl-ok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2020 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2020 6. STRUCTURAL COMPONENTS A- WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999-1 - FL1999.4 NIA 12/31/2020 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 1/1/2023 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 D. MATERIAL Cast -Crete Corp. Strength High 9 9t h Concrete Lintels FL158-1 N/A 5/21/2022 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) N O Cn > 0 (D .�. U O CL Q- O O >` C .� C6 U -0 N �- C/) C =3 M-co O C:Q 0 N CU O O Ca U- �O - CU M Cn -0 a)L E 0 � O CL ca. Q Z IA7 W co CC 0 U 0 n� ''W^^ V! M CC n� L� LLUU C Q a1 Z 1 Z Q J SHEET N0. PA 1.0. -0-0 N Florida Department of Business & Professional Regulation Papa I of 8 Florida Department of Business & Professional Regulation Page 3 Of 6 Building Codes and Standards 12(lZ2018 Building Codes and Standards 12/12i2016 Florida Department Business & Professional Regulation Florida Department of Business & Protessioral Regulation �a of Page 1 of page 1 of I > Product Approval Application Detail Product Approval Application Detail Building Codes and Standards irritate Building Codas and Standards smote O Product Approval Application Detail Product Approval Application Detail L = �r>✓ O (D 0- Cod e version Manufacturer Entry or Catect Enalnesr&LIcane. Validated By 2& 22k Date Pending Valldeled FBCAoomval &gtf Aooroved Status�t Cade Endty or 12AI 11(! Oat, P ndina Qgtg cu Loss Syg� Ye ion Manufactuer Co tact EnalnesraLlcame ValidatedBv. Yeliatgg sub laed FBCApproval A,o%ed_Ws. C Revision 2017 Thenma-Tru Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 10/152017 07/12f2017 10/18*017 12/122017 Approved Revision 2017 Therma-Tru Corporation ry Rick Wdgnt Lyndon f. Schmidt, P.E. Ryan J. King, P.E. 12/132017 12l132017 12212017 02/132019 Approved Moorland By 20 20 '� Vdlaated •}-l1 C1CD Category: Exterior Doors (419)29&1780 PE-43409 (813)767.6585 Category: Eaierior Doors (419)298-1740 PE-43409 (613)767.6555 +list YttiaLB ! SsistaGt EDBIoIM,a,LLglBae Ylls� al�Mtlid dPJ� � y)ga y�plga 1 Qggggg By YlIWVd p Aaa� afa0s V� V � � �..a subcategory: Swinging Exterior Door Assemblies rlckwpywbldgmnsuNams. .in Subcategory: SWnging Exterior Door Assemblies riekwi�rwtildgconsutlatas. Review 2017 TMrma•Ttu Cotporatlon Rick Wright National AOWWbtkm& Ryan J. King, P.E. 122W2017 O21/2017 121222017 Approval RwNiorl 2017 Therms -TM Corporation Rick Wright National AapadttaW& Ryan J. ring, P.E. 122=017 OQQIIM17 122=17 Approved (n Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Compliance Method: Evaluation Report from a corm GMory:gExtedor Doors SubCa%pW. Swinging Exterior DoarAeeemban (419) 29W740 Management Institute (813) 7B7-M5 kk atwbidgoor WWts. category: Exterior Doom (419) 298.1740 MwmWmnt InsMute (813) 767-6W naueaM4 TS Professional Englner Florida Registered Architect or a Licensed Florida cars Coat fletliod: Gr88utlorrDM I.Wrp tArn �•/ Tt V Professional Engineer l:orrpdteifoa Metlmtl: lwmealan Mark or ptlNnes or O O •O FLL20481.R2 Products, FLf20Ae.1-R3 PraWds Flila�IIII.at Prpdueh O W _ /L Quality Assurance Aooroved for Us, Approved for Use knot ac 2uLga Ouallty As sunnce Aooravedfw Uaa Approved for Use Moat Design Approved for the Annoyed for the t�gt J7oJ� Approved for Ilea SggpyM for Lim MAN Down Sera Product Mod el. Number or Nam a ProductDesericCon Contract Expiration Date In HVHZ OutsideHVHZ Resistant Preset, Swe ProductMoul.Number orName ProductDescdoHon Contract Expiration bate In HVHZ OutsideLiVHZ Resistant Proasun iLai In HVHZ ords"..HYM isterhoserm Phorgu atat In HVHZ 4utsitlamuQ SAI&ON P— O 1 a. Thsmna7ru Flber-Classic and Smooth -Ste Nominal S841t19;8 &quo174orflmpact&quot; Opaque 12/312020 No Yes No WA 1 a. ThermaTru Flber-Clessic and Smooth -Ste Nominal 684411 &quotNorrlmpact&quot; Opaque 121312021 No Yes No WA 1 a. &IfrotGessi Craft&quot and &quoKBantlumik by 8B and BID Opegre and Glared Fb.Wm Door with 12/31=1 No Yes No WA 5 a. &quortSmooth Sbi4quoC and &prot;Banrlvrark by S18 and 8f00psque and Gazed Fiberglass Deaf with 12f3l/=l No Yes NO WA Composite Edge Fiberglass Single Door Composite Edge Fiberglass S'ugle Doe Thelma-Trtr&quoC and witiaut Maeasa Inning and Ci wkig Ttarma-Tru&qud; and without Sidsaes. Inaerkg and Ouawkp 44 — \ V O Co (Inswing/OulsWig; X configuration) M 0nsWn9KXdsMng; X configuration) ♦'/^1 \V V I E O i. a- ermru Fier -Classic and Smo S er Nominal. 9; quot on- mpacl&gtot; Opaque 1 12020 No es No WA 6 f. Therme-Tru Flber-Classic and Smooth -Star Nominal 6&1f39;0 &quotNon-Impact&quot; Opaque 12i312021 No Y45 No WA Composite Edge Fiberglass Single Door ConnpostieEdge Fiberglass Single Door ��rr�� L naaln tswfi;Xconfl ration p=ng/ddswkg;X configuration) W � VJ L �� O Tr Q 9 I. ThennaTru Fber-Casale eM Smooth -Bier Nominal 6&g9 8 pad&quor; Olpretl 12/312020 No Yes No WA 9 I. Thermahu Fber-Classle-and Smooth -Star Nominal 6&AKi9;8 &quoI;NOh,lmpact&quot; Glued 12/312021 No Yes No WA Composite Edge Fbeglass Slagle Door Fiberglass X Composite Edge Fiberglass Single Doff V2 \ V CD Q. (Inswing/Outsalig; configuration) nswln sW ;,X confi ure8on V, 14 n. Therma•Tru Fiber -Classic and Smooth -Ste Nominal S&iR18:0 &quvlNorrlmpad&quote Glazed 12I312029 No Yes No WA n. a ru. er-. s o in u on- p e Composite Edge Fiberglass Single Dom X Single Dow Coloving :Edge g: X configuration) (ingvinglailswirg; J( caMguredan) hswingfOutswing; configuration) Florida Department of Business & Professional Regulation Page 2 of 2 Florida Department of Business & Professional Regulation Papa I of 1 Florida Departrllent of Business & Professional Regulation Pop 1 of Florida Department of Business & Professional Regulation Page I of Building Codes and Standards 1202020 Building Codes and Standards Iremill Building Codes and Standards +lemma Building Codes and Standards +/IN20111 Product Approval Application Detail Product Approval Application Deal Product Approval Application Detail Product Approval Application Detalt FLN15332dc5 Prodltds - - - - Use Approved for Use Imoapt PgEsD Quality t Assurance AporIn 141.111L Son LOYSlS � Ise I0 l3all27tBa gm EoatLa Wk 291 !� t7�al�7a � lboder � Do am Product Model. NUntlfa or Name ProdUd Contract Ex n Dare HVKZ In H Outside iiBSNo Pressure �l Ve ak, Noid Lair L'.1iD�t Y Approved 3Yg YM� i tip E00 Y � ] Yl� %gam E aLLi� Yet Yal�ld lmkmmg FRICAlsaglN Approved At" 1 1 SERIES 420 ALUMINUM SGD SERIES 420 A UMI r2020 145-W4420ALUMINUM SGD OXO 12272620 145-IES420ALUMINU NON. ENFORCED o , No Yes No WA p-Won 2017 CIOM BWUN Produda Company Mark Yltshrbw InWtek Tasting Services NA, Gary PluohMr 11129/2017 08/102017 12N5=7 Approved Review 2017 Clopay Biadelg Piatluoa Company Mark Vllesbdaw Irdnhk Tenting Smkss NA Gary Pkaahar 11292017 0&M02017 121W1017 Approved Revision 2017 PGTkWU*W Down Rurk MWnll-Dalf 9000-CER MIeml-Dode SCCO-VAL 12f202g17 112W017 1225=17 Approved 2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX. XO, XX 12/312020 No Yes No WA 0a1w9p7: Exterior Doom (513)7708082 Inc. (613)6198866 Cafeaaly: Exterior Doom (613)770.80B2 Inc. (613)518.8588 Category: Exterior Doom (941)488-0100 (7B8)315.2590 96&qu ot;x&0&quot; NON -REINFORCED SarbCatsgory: Sectional Ezterbr DoorAeeemb8es niastrbwodopay.com Subcategory: Sectional Exterior Dor Asesmbges mwsatr6Ndoolopay.com Bobcats":SMag Enderaf DWA*BWWIn dmrkk,QpgtlnduaUW.com 3 SERIES 420ALUMINUM SGD REINFORCED SERIES 420ALUMINUM SGD REINFORCED OXO 12131)2020 No Yes No WA Complhnes Madod: CoFMkodm Mark or Listing Compftm Retied: certification Mark or Listing complainsMatlied: Centauri Mark or Listing 145-314&qu6tx96&quilt 4 SERIES 420 AL UMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX, 1ZI312020 No Yes No WA XO, XX 96&quotx96&quo; 9WAV.6mwnm Answered for use Acencenall for 11" bRid DW- A,—,d for Dy UmAnongwed for Limintent pm. 5 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALUM NUMSGDREINFORCEDXXX 121312020 No Yes No NIA au ProlactMmYlNumber OrNears Pffldwtooscdntlm coolant Examine, Dab In HVHZ Gkiio.NVKZ assistant prourgM aw lnWim Qgt ! PJlWM as PiadANoatNmrwwM Ip�R 1 Phone, 143&quotx96&qudI; 37 037 YyS-09 PAW2F131: 84A, 94, 73, 75, 160, 190, 76, 78V, 4RST, 4RSF, SIM, SRSF, 2RST, 48, 42, 66. 488, StaPon (min. 259a) Single -Car (up to Wily wide) 0212028 WINDCODEM74: Non Gang. Door No Yes No +90 PSFMT2 PSF 69 WP284AW73,76, 1600, i90, 4RST, 4RSF, 61131r, SRSF, 48, 42. 55. 480, 425, 665, GDOS, Sate Pan (met. 26 ga) Double -Car (9'7 to 19'0' 0&212028 wets) WINDCClDE&e174; We Games Door No Yea No *30 P8Ff30 PSF i0 SGD3570 (Large MMNa krPaW Vinyl Slwap Glen Door 041142021 Yea Yes Yea WA 42S, 668, GD63, GDBSV, GR6S. GR5SV, ARSE, ARSSV, GD5SV, GRSS, GRSSV, AR6S, ARSSV. ED6S, ED6SV ED5S,EDSSV Florida Department of Business & Professional Regulation pope I Uri Florida Department of Business & Professional Regulation Page 2 of 3 Florida Deparfinerd of Business & Professional Regulation Pegs+orl Florida Dgmrbwt of Business & Professional Regulation Page 1 Or I Building Codes and Standards firmla Building Codes and Standards 120/2020 Building Codes and Standards 11541819 Building Codes and Standards Iiawls Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Dehil PLa11537.117 FL#1TdgB-R5 Rpditi'E&I - Bl1pSi4$q Sea# Product Model. Numberor Name QuMNIAssurance product DeecrVion Contract Expiration Date Approved for Use Aoaovetl for Use,� In HVHZ Outside HVHZ Impact Q33IaD Resistant Pressure, Enft Or go am go Salk Entit,.Or QMt Lea Dam Pending 20 22111 E10Yy w 2111 2&k !ice 21M M111 vemion Noffidicww YWQftdBy YANWA auadftd Approved alIIIK 2 185 SH 52x72 Fin/Flange Frame IG/SG Single Hung 10/082023 No Yes No +60/-60 1012 Version &Wraffachm cortwit Student A Licanso Validated by Y91Wtted aWIDtiald iFWAostraval Approved skits ills! VwwW 111sidjaim contact 'LJ, milim d m Yaudow jaita lot PW AaaMYal Appirgered AW O Revision 2017 CURRIES Division of AADG, Inc Dedle Dave UL LLC Ted Barmen, PE 11/30=17 1028=17 i2N52017 Approved Laminated Glass Revision 2017 Cwpay Soft Product C-".y Mark Westerfield Indertk Talking Services NA, Gary Plusher I IWM17 0&t02017 1210S2017 Approved Revision 2017 Cbpq Building Products Carnmrry Mark YVedarkM Interlok Testing Servlas NA, Gary Ph*hW 112a=17 001 1121111110117 Approved Catgory: EQedr Doom (641) 494-2844 (305) 86"707 Gtgo Exterior Doom "06062 Inu (513) 5198386 Cetagori': Exterior Dogs (51) nc 51 51 Subcaegory: Exterior Door Componsms deveAedic@aesaebby-w is SubCaaaory: Sedbral Exterior Door Aa.ertiMtes nT a mweaterSddC4aloPeY.00m anbCateaortr: Sectional! Exterior Door Asasmbtlas nareetrnew@blopSY.am Cenpbnea Mlk Cer88eaticn Mork a Luting in competitive Motod: Certification Mad, or Lkipg C004% we Method: Grtiecodk et Mark or LWag FlJ11aa7447 Products f♦ 8ffi! Center A� Angsweread for : IaIORli �.t0ali 1 BARON ! Pun aln3 ProdetMedlk.NfaMerarNana p Approved .tYBIL! Apaovadfrtlr hlAda QY�.tAlHi ! ada idldoa PrattuM !!!Zi Em0�.4,agdadon lallmi !.WU ! Design P1m11M 1 SIT, 707, 727, 747, and 847 Single and Palm of Doom Flush, Gazed, said Lowered single and palm of iV3IrM6 Yes Yes Yes WA 86 0116 vie419 PAN-2F163: 73, 75, 84A. 94, 42, 48.4213, 488. Stall Pm (ma. 25 ga.) Saga -Car (up to 9'(- wide) 05212028 No Yes, No +38 PSFb42 102 102 W&115 PAN-2F163: 73, 76, 84A, $4, 42, 48, 428, 4813, Stets Pan (min. 25 ga.) Doubt -car (ii to 167 OS 212g28 No Yes No +37 PSF/41 hollow must doom. 4RSr, ORST, Goss. GIM. ARSS, EDSS WINDCODEW174; We Garage Door Pap 4RST, SRST, Goss, ORBS, ARSE, EDSS wide) 1MNDCODE&0174; We Garage Door PSF Florida Department of Business & Professional Regulation Page 2 &2 Florida DeperMient of Business & Professional Regulation P.Ii Florida Department of Business & Professional Regulation Paps 1 of Florida Department of Business & Professional Regulation Pag.I of 2 O Building Codes and Standards 120=20 Building Codes and Standards lo5w+e Building Codes and Standards 115rm1s Building Codes and Standards i2W2020 Product Approval Application Detail Product Approval Application Detail Product Approval Application Dealt Product Approval Application Detail ;.#'t1B951,R7 Prptlrlcts ,• . , . :, , , .,, :: ,r :...; ., �.. CLoQg MIN or gglg DPIl Date Pending Doe ntlty a ILL km Emma DJM � L Quality Assurance Aoprovedfr Use Aomaved for Usa I�ppgL Jjggt�( lypg Version Maltufapturar Contact Enomm 8 Llcense VWldaled 8y Valldat d Submitted FBC Approval Apom- Status jygs Vinton ! g2211111 Validated M YaIWaLtl ) FOG Approval aL4R lliat Yt� EOa�a.� YaNdated N Y!� aWmsd alVW d �-- Product Model. Number or Name Product Description Cataract Expiration Dare in Outside HVHZ � Resistors � " sum I'S!' Revision 2017 MI Wind -send Dons Brent Sitlinger American Architectural Steven M. Urich, PE 06/042019 06/0412019 06A72019 Apprared RevrWai 2017 PGTkWu*ft Dean Ruark MamFDade KOO-CER MWnW)Ode OCCO-VAL 12202D17 120082017 12/2&2017 Approved Rovbion 2017 POT lndusbles Dean Ruark Mlartil-Dede BCCO-CER MamWDeN SWO-VAL I202017 1=112017 12252017 Approved 1 He 168 Fln and Miami, frame 730Insulated 02/16/224 o No +5/-5 Category. WnWs 1717)3653300 Manufacturers Association (747)317-8454 Category: Windows (941)48&U101) Q88)316-2690 Coble": Wledows (941)4W.0100 (786)316.2580 Subcategory: Fixed bsltti ger@miwd.com BubOatagary; Eloped dnmdt®1fg0rWestrba.com Subcategory: Sklpla Hung tlmarkorgtilndWblae.dOm FL41534�4T Compliance Method: Certification Mark a Listing Produuls' Co npbna Method: Gmitatlon Mark of LWwg Gmpgana Mated: CaMflra6on Mark or Llgkg AN f• OualwAssunnce Aooroved for Use Aooroved tar Use imoad Desire QUEM A� Approved for Approved The Use based Design QUL% Alternating! jar Ulf Approved for thas NAM calm Sea q Product Model. Number or Name Product Description Contract ExalmNan Date In HVHZ Outside HVHZ Resistant R rn Pressure a8E Product MOM. Number or lame -� In HVHZ Outside HVHZ 1 PMtlgQ $N.! E14 In HVHZ ! p t� 1 lea PW 73. 72 Insulated Glass 041032023 No Yes No +601-60 g palsrig(tW yPgot) VhV Fixed VMhWvx 64f302= Yes Yes Yes WA 7 SH-5500 (Lagp MWBs lmpapD Vinyl Single Yung YdrWaw 07/9g12020 Yes Yes Yes WA Cn 7tf Florida Department of Business & Professional Regulation Paps i or+ Florida Department of Business & Professional Regulation Page 1 ot2 Florida Departrnent of Business & Professional Regulation Pegs i r1 Florida Department of Business & Professional Regulation Pegs I pt I O }t Building Codes and Standards 116=18 Building Codes and Standards 12a2020 Building Codes and Standards 116201a Building Codes and Standards 115=18 Product Approval Application Derma Product Approval Application Detail Product Approval Application Detail Product Approval Application Dotal] W 11.111111640411111 221111111 Enw W go hail, lam_ QMa FL#15353-R4 Ad" Products- . Product Model. NumberarIn Quality Assurance Aooroved for Us. Aooroved for Use HVKZ Outside HVHZ _ Impact onion Rosetairt Pressure, l'LgY8+4111 296 Editor content: Emotions & Lbversions! By to Ra Mod a6m6Ld Dab Pending 291 DID Approved two rrIIa.a"ae _ .ice IYgt Ytnita Ends, or Contact Ench I� Validated by 20 Ire y§Ngggd ANOIANtl frJ!leAoDMO 20 Aslamved Ali" /�/�' 11'a! Yml n Revision 2017 lleBl Tlama-Truxhrporpoor SdmtKi Et»l[a.Li� Validated By Rolt WdpM Lyndon P.E. Ryan J.Klrg, P.E. yid aLibm EI C ApproYi t0u1112017 10M8/2017 102720d7 Approved 12I122017 attaR Approved mi96 YmLn Rovawn 2D17 llewd cWw PGT DWUOMN Dun Ruark MamFDede 13000-CER Mh OtIods SCCO -VAL 1210&W17 11115M17 12f09/2017 Approved Revisim 2017 JtiN Ja em Mardis Suildl Product, Irm Ili rA Pingeheng Zhu Ronald I. Classes John Soutlwi P.E. 349-2927 PE•24121 387-2526 09252M7 08MM17 08I282g17 /0'10r2017 Approved /E� L/ 2 5764 Vertical Aluminum MuS. 12(3MO20 No Yes Yes NIA Category: Erasion Doors 8ubCwwgory: Swinging Eldedor Door Assemblies 9Schmkll, (419)298-1740 PE-43409 (613)787.8566 rkkw®m4fwgeonsubnle. Category: y:Mosl Subcategory: Muara (941)488-0100 (788)315-2580 dmark®ppdndusbae.com c+teepryl Panel Web MmCMegant" Sakti (909r (352) Plnalken0.zhu®IamesMr ry > compliance Meow: Evskow Report from a grin CompiWn Method: GdIBation Mark or Listing CompN.nm Maaetl: Evaluation Report from a die.acm Florae RegMtered AmABed or a Llarasd police Florida R$gWaed Architect or a Llwwd Floreds Professional Enpinaa 19.01111111411111 Producesrdissolonal Engineer Ftlfaea.Re ProductsQUWKv contest A— Aar ADroeed 1all7llli 4u.NY.!!mi for Use IM..ct 1 Rion � $gaE PfaditetYedlk. 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King, P.E. 10104=17 10'032017 10MI2017 IV12CO17 Approved W category: Panel Web (NO) 349-2927 PE-24121 (352) 367-2526 Categry: Panty Web PE•TA721 (332) 3e7-2b26 Category: Pawl (ated) 922.2389 PE�at409 13) 7 655 . Vyab - 8ttbcadiocry: Swing pagehengzhrt®JorreMar atebCeilaren Swig plag134 -hu Plescorn shut arna++iar an autcalCowohgery: Solt rMompeemQaawe.eorn n6iompson�eawe.wm companies MetlW h Evaluation Report from a dle.am dh�n CopiplWtce Ltetlrod: Evaluatlai Report horn a CamplWroe Metlrod: Evaluation Report half s Q Florida RegeNmd Arddtect or. Licensed Fonds norldre Reg%*W Architect o a Fiords Flonwa RagNarod Arddbol or a Licensed Fonds Fafwa RsaWNed A dfbct or a Llanaed FWWO ProloBWml Z ProM1s tonal Engwea Proiasebral Engtesa Pmreseanat Engines, Ell~ P1.61II1924t& Products usb � iProduces QuaRW ! A—d.:1Vl� I� ) Acteroved.toy h cm QIM9hLAtlaMOfB Artses Approved f4Lls! MAN � Aurroved.for Uss Aala35ad.bethe !� iiSE Pfat. 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Knezevich, PE (800) 766-3411 PE-59166 (954) 772-6224 mstleh�gaf.cam _ Quality Assurance Product DesalMipn Contract Expiration Fiberglass reinforced 3-tab, laminated, Stab and 12/16/2022 hdphidge asphalt shingles 12/11/2019 12/112019 - Approved for Use Approved Data lDt( ,, No 1211MOIS - for Use Outside HVHZ Yes : , Impact Resistantj'rss— N/A ding FBC Appn - Oeslan N/A Revision 2017 R8 F1JH23294Pi'odncLs TAMKO Building Products, Inc. Category: ry: Un Subcategory: Undedeymants Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Profassonal Engineer Product Mooll Number or Name Kill Ed. Zachary R. Pilest Locke Bowden P.E. (417)edlena44 PE74021 (334)300-1600 kan_eden�temko.com "Quamv Asaurenca Product Desaigmon Contract Emlrallm Dale 10/19/2017 10/05/2017 1o202017 - Approved for Use Agurovedfor Use In H QulsMe HVHL 12M2/2017 mResistant Pressure Approved Revision Ant 1 2017 LV. Thwrvmm, tree. a he Thompson Architecture! MNaMComprry (rAMCO) Cebgcty: Rppfi^g auOCalegarl Roofing Acasekerles that sra an Integral P9Itdtlla RooMg SyaNm Compeares Mallrod: Evaluation Report atom a Florida�alProfessRaErede0 Ard11Me1 cara Licensed Florida TAMCO Fiat Top OINRill Vent wish Sales for TVA Tony ChriWMn Zachary R. Piked Lodte Bowden (813)248.3458 PE•74p21 (334)300.18W teny�gonMatraofirup.com 28 ga. static root vewlotor with teat OAMB2026 IGM012017 10/10=17 10M72017 Approve for.LIM Approved for .Wa ipj)}� g Yes Yes 12112I2017 WSW l Ni loft �gn WA Approved Revision 201T �&of 2 LV. Thompson, Inc. dba Thompson ArdNbetural Ma1sti COmprry (TANGO) CaldgprY: Roofing SubceOlgel Roofing AccesaedM that ere se brteprel Partdde Roofing System Compill - Mail : EwpultlorRportBoons FloridaRe dnow Professional eerArcor s lJanaW FloridaQ Product Maw. Hu.MM a lams TAMCO Gooseneck vital Tory Christman Zachary R. Priest Lorin Special (t113)T483488 PE-74021 (334j 300-1tW0 torlY�Bonsibtroofin9.esrrn 9�CAssume— Zags. 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Buckner, P.E. Steven M. Unch, PE (501)9a2-6511 PE-31242 (717)317-8454 Submitted Aooroval ADorowpro Validated FaC tl 04/092018 12M 82017 04M52018 06/122018 SIMus Approved Revision 2017 LV. Thompson, Inc dts Thompson Aninkedural Meals company (TAMCO) Cstegpry: RodN SubCateOcrY: Roofing Accessories that are an integral esSg System Pad of R TM Christman Zachary R. PrWI Lode Bowden (813) 24&3458 PE-74021 (334) 300-1800 tonY@Bomaakoofirecam 1 W7072017 10110=17 10/171l 12/122017 Approved Revision 2017 LV- Thompson, Inc. dba Thorns son AreBBec4ne! Medals Call"" (TAMCO) Cabs": Roofing Subcategory. Roofing AsoMwrla a that as an IMegW Pod dint Rooting system Tony Christman Zachary R. Pried Lode Bpedern (813) 248.3456 P674021 (334) 300.1000 tony®gorebtroofing•com 10/10/2017 10110=17 1 W172017 12/122017 Approved Revision 2017 Florida Meld Produces Inc. Category: Roofing Aexnne eon that am se ButCal Po a desStorageRoo" d:oahpllseesfilethod:Eveluatice Report from• Coach Part dthe Roofing Ryon R Clark Jana Jamsa L Bader, REG Mkdvssg Jahn Rlema, (904) 783840g CBUCK Engineering P.E. dakmtlarnoo.com PE31242 (561) 4147557 101262017 10105=17 10,272017 12/12/2017 Approved Subcategory: Roofing Accessories that are an Integral Part of the Rooflng System Method: Evaluation Report from Floridaa FloRegistered Floridafes Registered Architect or a Licensed Fl professional Engineer acarter@lomenco.com compliance Method: Evaluation Report from a Compllence Method: Evaluation Repoli from s Florida Rpisbrd Architect or a Utensil Florida a, �•e o FlorMa Registered Architectore Licensed Florida Professional Engineer Florida ReplWred Architect ore LkensM Fiorida Prdrslwal Engineer Professional Engineer stlH72 sw,._mow Pro J QudiW Assurance Approved for Use Approved for Use Impact Design FLiP2iBBO4tf Products sea# Product Model, Number or Name Product Description Central Expiration Date In HVHZ Outside HVHZ Resistant Pressure alga 3 TAM00 Ofiidklge Roof Vam win BaINs QuaRy Am P.n .�aordafma S erdE .Q,Nt 26 ga. dodo rod ventitslor with Inegrebd bMM 09/092026 ALmasa0.t9eWe Amrwed 1n101tl2awlwLk= Yes for Use Yes Dam Rosisbd WA Design Pl WA um ails 4 Prodret MadeL NusuuWra xeur TAMCO Round Top OIF "Vent wish Ba1M for TIN P 26 ga. state rod venOlsOer with teMe OWCO2026 A LL Aesroyed fer Use [ON Iulsift Pe Yaa Yes ImdoS pAwatbt WA Resign Premiums WA alai 3 3- FLAMOO B.Bud;RV 10 Rage Vem&tial go&%Assun Aluminum lildpa Verb for pldned rode fabmested 12/31=0 from 0.025" A urJnwn Approved for Use Approval thas Ialaa1Z Outside Hl No year IM2Ma an No ledm D9rmPa WA i Deck-AIrT"DA-4 Low Profile, Polypropylene Plastic, Rod Vent 07/102021 Mechanically Attached to Plywood Deck. No Yes No •97.51-97.5 Florida Department of Business & Professional Regulation Page 1 of 2 Fiorida Department of Business & Professional Regulation Page I of 1 Florida Department of Business & Professional Regulation Page I of 1 Florida DepartMent of Business & Professional Regulation Pass 1 of 1 Building Codes and Standards /202020 Building Codes and Standards 1202020 Building Codes and Standards 1202020 Building Codes and Standards 115/2018 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Appgcallan Detail l� Code Version Manufacturer Erdlhe or Carried Engineer & License Yalidated By 2" A" 1 Ya!lgelp .Qs�.itl9 Data Pending, FBC Approval Data Approved l)Setlti Con Tie Verdian Manufacturer Entity or Comsat Engineer YaIMffied &� Date 22111 Dete Pending Validated Submitted fBC Aggroval sae. rove Approved Sy Mans TVM Code Verde^ Manufacturer Ermy or Contact Engineer & License Validated By Data 292 Date Pending Valldated Submitted FSC Adxpval Data Morovetl ,Status, 17 a]t>N4t$ 220 jyg jtppigp JJ Entity off � �,{j� Va1NwdBv bd � pJ Axleargared Allows Revision 2017 Beal Rowing Category: Roofing Subcategory: Roofing Tiles Compliance Method: Evaluation Report from a Product Evaluation Entity Anderson Robin IAPMG Uniform Evaluation Gay W. Walker (Bf11) 380-6091 Services LLC. (205) 854-0160 RobinAnderson@baai.co in 10/18/2017 1MEW17 10121M17 Approved Revision 2017 Global Protection Products, LLC. Category: Shutters subcategory: San Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Flodde Professional Engineer Ton Robinson Waiter A. Tillit Jr., P.E. John W. Knetrvich, PE (954) 689-7545 PE-44187 (954) 772-6224 lim.rob'nson�igppenLcom 09A62017 08131/2017 09/112017 12A 22017 Approved Revision 2017 Al American Shutters and Glass C�egaM Shutters Subcategory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Flodda Professional Engineer Mike Barbieri Frank L. Bernardo, RE Troy Bishop, P.E. (561) 712-9882 PE-0046549 (954) 947-0880 mikeh@ellamericenshuHe rs.ecm 10/182018 10/18/2018 10232018 12J112018 Approved Revision 2017 rnN cabowldtrnp Compesmponers trnc Category: yi Thai Pign errs apmewgory: Truad Pbba Companies Method: EvsBaUml Report from a Product Ewhof Entity— m Start Lewis ICC Evaluation Services, LLC Wean1-R9dem, PE (847) 918fl.473 (407) 881-1917 alor/iellialpbebmr darn O9I792017 OBrD72077 0921I1017 Approved F 11 Products 7 5m>eadueLs, .a,l!•R2 .. ,.-. ,. 13l19094t.PLpolltLt Sao# Product Model. Number or Name Quality Assurance Product Description Contract Expiration Date Approved for Use Approved In HVHZ Outside for Use HVHZ (impact BeslstaM Ie Pressure $19.t 1 _ l .. . _ Product Model. Number or Norma 20 Gage Galvanized Skel Stom Panels/HVHZ , ., .. - .. , : , - Quality Assurance Product Description Contract Expiration Data Corrugated Galvanized Seel Storm Panels retained 12/312020 a not by tracks to provide hurricane protection. -,." �. ..,. 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Use Due ��l Jj Outside HVMZ Yes Yes .,, :. � Resistant Yes Pressure N/A Apra 1 Product MedaL NoMw car Name rrry SMAlp)ner Heiser SWOth 01 &arms: 3) Meal Cordoew Pats 12131=2 Aporwtl for 11.. low J Y" Yse WA P�[!Islm WA 16 axony a Profile • Rialto, o es 17 Sazony 900 -Gantry glade, Hartford Slate, Shake, Slate, Flat Prole-Sockton, CA 12/312020 No Yea N/A WA Spit Old English Thatch 18 Saxony 900 - Country Sate, Snake &amp; Slate Flat Prole- Henderson, NV 12/312020 No Yes N/A NIA 19 Saxony 900-Country Slete, Shake, Slate&amp; Split Flat Prole - Lake Wales, FL 12/312020 No. Yes N/A N/A Shake 20 Saxony 900 - Shake &amp; Slate Flat Profile .• Lathrop, CA 12/312020 No Yes N/A NIA 11 2B. 9 Villa 900 edium Prollie- Deriver12/3112020 Medium Prole - LakeWales, FL 12/312020 No No Yes Yes NIA N/A NIA N/A Florida Department of Business & Professional Regulation Paw 1 d 1 Florida Department of Business & Professional Regulation pop I of I Florida Department of Business & Professional Regulation Page i of 1 Florida Department of Business, & Professional Regulation Poe 1 erl O Building Codes and Standards 1/5r201e Building Codes and Standards 115=18 Building Codes and Standards 1/5m1e Building Codes and Standards 115m1e Product Approval Application Detail Product Approval Application Detail Product Approval Application Detall Product Approval Application Detail ! 2m assay or go go oft Fserllm Do Flt>>994tg 22111111 steel or 21M am Dab Parallel gait FL#19M411 220 Raise or 20 20 ILltPendm left FLs2111.a8 —am endwa Rik laic DabP*Wm ILm CU ism! 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David Wert ICc Evaluation Bevies, LLC ICC Evaluation Service, 10/192017 10/1WMn' 102Z2017 Approved caeeri Structural Components (847) 918.6473 (407) 881-1917 Subgory: Structural Compoesme (847) 9183473 (407) 881-1817 Structural Compensate (84� 91841473 (407) t181.1917 Category: Structural Conpesde (314) 861-7480 LLC. 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David Wad ICC Evaluation service, LLC ICC Evaluation Saves, 1 W192017 10/19=17 102=17 Approved �{ CsMgary: Structural Components (314) 851.7460 LLC. Category: Structural Components (314) 851.7480 LLC. CA"". Structural Components (S14) 861-7480 LLC. Category: Structural Components (314) 851.7480 LLC. Subcategory: Tate Pen dwert@nN.esm (205) 899.0800 aubeassyoy: Trove Puree dwNelimll.com (205) 5MOM a atsaory: Tones Pen dwer0®mp.cpm (T05) 599.9800 compliancy: Truss Pen dwer0mmii.00m (205) 599.9800 compliance Method. Evokoft Report from a Product Ewguallon Ent ly coon Report Boma Product Evaluation Entity om Report Boon s Product Product Evaluation Eft ��u E Inbon EEvaluation Report shown,e. 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Yes Yes WA Pressure WA aunaidtlltlt U U O L Florida Department of Business & Professional Regulation to g Building Codes and Standards Paget of 12012020 Florida Department of Business &Professional Regulation Building Codes and Standards page 1 02 120/2020 Florida Depertrnent Of Business &Professional Regulation Building Codes and Standards Peg.1 a+ 1MlJee V Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Fl fft68-R12' 9tltids _ FL�1774JM Type Ed toil Change Version Versa 2017 Manufacturer Weyemeeuser Category: Structural Components Subcategory: Engineered Lumber Comptranw Method: Evaluation Report from a Product Evaluation Entity Emil or Contact Engineer &License validated By Rob Baldwin ICC Evaluation Service, LLC Ian Lehrer, P.E. (253) 924-6476 (608) 839-3288 Robert.Beldwin@weyerhe ¢user coon �$ validated Submitted 04/012019 0322/2019 Due Pending FBC Approval 89it Approved 04/0820I9 Sous Approved Mills: Revlslon 220 YlOmB 2017 ConsrerWl Cordate Produchijm Csbgory: Structural Cprmlpnsms addg.l.9na Produce Intrpduoed ss • Result d Now Technology compliance complianceMashed: EvaluEvaluation Report Boon ■ Rpielored Architect or Licensed FIOMa EndW or 1L�id Ems Vamorlsd9, Robert Gas THUY H. HUYNH John H8 (813) 859.5707 PE30122 (352) 5883311 PrecesUetod@Y Igo.mdn 20 20 ! VdaMd tll� FIa"r�Y 10/142017 101132D17 10282017 go A 12/1221/17 tttiOM NPreyed w C C Q Z Qualitv.Assura Assurance Approved for Use Apor—d! for Use Impact Dew sea # product Model. Number or Name Product Description Contract Expiration Date )p-y-yy2 Outan HVHZ Resistant PlltfigLe 1 High Strength Concrete LlMals 4, 6, 8, and 12 inch wide lintels 05212023 Yes Yes N/A N/A fL#6527-R46 Products< - Prp/nabnN Enamser Sea a Product Model. Number or Name Quality Assurance Product Desaon lletiContract Expiration Data Approved fa Use Aporowd for Use In HVHZ Outside HVHZ Imeset Resistant Desimz Ressum, 1 Microlbm LVL Laminated Veneer Lumber 03/312021 No Yes N/A N/A Quaky Anathema, AplaMVgd.for Use Asuarcamid•1,Uss small 2WJM Q 2 3 4 Parallam PSL Timb.0cand LSL TJ Rim Board Parallel Strand Lumps 03/312021 Laminated Strand Lumber 03/312021 Structural Composite Lumber a.Oriented Strand 03/312021 No No No Yes Yes Yes N/A N/A N/A N/A N/A WA sane I Quality Precast Of commercial Compare Products Proceed and Prestsesed Conerob Unteis 0625112024 In Outside No Yes assistant WA Pressure WA J board Rim Board 5 Weyerhaeuser Rim Board Onemed Strand Board Rico Board 03/31,2021 No Yes NIA WA SHEET NO. FIA 102 Ll