Loading...
HomeMy WebLinkAbout3039 Lytton Hall DrN N fw �t v o } ;r o I. ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or AIC Air -Conditioner FLR SYS or Fir 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 FIR DR French Door RECEPT Receptacle ALT or ALT. Alternate 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 BLK 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 IRS, 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 K/WALL or KIWall 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 0. 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 PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C 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 orWDW. 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 Pit. Sh. Plant Shelf WC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proofing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 FRAME —WALK REVISIONS 12-27-17 3.0 2017 FBC UPDATES 05-20-19 3.1 ELEV. Al -REVISED BANDS BACK TO ORIGINAL DESIGN 08-27-19 3.2 ENG. REVIEW FOR 150—C MPH 09-20-19 3.3 ADD 8'-8" ELEV. FOR TREVESTA ALL WORK SHALL t BUILDING P,vi I m rrNr_,vF% ". -- ikjo AND THE CITY _� � �NAI Hy O IINMO �ul u IRF VIEW IDAIt 1UN CI -Ty OFIPLAN AM R 1551 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 S3M MONO 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. r e i :NO��`�A941EIIttOld/,./j��� to .,� � � •° 'r� a Q�•, �! �` �q� 0 •b" -Z- OF E a S\9 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 FIT W o Co O V coN ik ty ® _N 23NO m N J M � N � � LL H LL N i LL pj co W N > Z � 0o Q @ o _ O O _ m J W W M O Il ¢ Q 2E°'O' _❑d LL 'ItQcoZ U O0 J NLL Z °C-5 ❑00 W M N M � QNQ Q (D Z � tc— M d N N M C ^' VJ (Do L. L (� CCi c °1' 0 a J ® a O to �N w c o � N o w.s � � m m F W E 0 8 Uoil = y ANEMENOWMmuft V O N • a o O M 2 w Z M z S o� fl_ E E O p0 F� >� Q N z® ❑a V6 O E x° U a¢z Q° O 0< dZ d L :3 fa U S < Z O i U m 0 O LL Z Z V) N wm � Qw �Z Cl)J CO)� o� go a .0 a Milli!bo v °zIY a 0 3 r-C r- _ > cy) m n1 W � C9 N T o i..l.. m o 1 T "� o o U) ._ J No r o � r E M r o Z E O N Z `m c n. U � Q p � JOB NO: 20-1785' SCALE : AS NOTED SHEET NO. C S I "I TYP @ 1 STORY A S3 H.B. 0 286 2 68 I Zv 00 f ----------- N z &-0" L I I K TYP I TIE NU w iv iv I I S4 @ GARAGE I �♦ 15'-02" W iD to OPENING 20'-0" s II OPT. D OPT. o 5 ``� RM DYEVETFAMILY s — — — — -- `� 2 CAR GARAGE 1 VAULT CLG. T_ 5-SH HANSON BOX CARPET 8-0 CLG. I O O I M —OPT--2N 16" DEEP 36"A.F.F. 1 p CN L RE 0- _� CD _1 QII W zro - — — — — — — — _O" . Lo� o oo I EDGE OF SLAB 2" I j I I O EO I =� BEYOND WALL I O I I 2116" co X 77 — - 20'-04" 2' 2" I K L? c_ �� .... 1 1 I I i I I I I 20"x20" SQ. PILASTER W/ N I V-4i I S3 1 1 1 I I I �4) #5 VERTICAL 9'-6' CL 3.l" LL I 1 1 O 1 1 I I I P I � I TO . GROUT SOLID. (SEE ELEV. FOR o rol g U I I I Ix — HEIGHT). 4x4 P.T. . #2 SYP WD. POST 2:12 SLOPE TO SIT DIRECTLYaz 4'-0" CEILING O2 ,_QIII 1 1 I ENTRY IN CENTER W/ C° _3 I D I I SIMPSON ABU44 I I I 1 BUILDER TO PROVIDE I I S3 I I 8'-0" CLG. CC (TYP OF TWO) PATIO 1 1 N APPLIANCE L PROTECTION WHEN S3 I� I D.W. 1 1 G.T. _ _ _ _ _ _� _ REQUIRED — — CAFE I I I PER FBC o o _ Dry I — — — — — — iv o 9 E - O co VAULT. CLGI I o o CARPET1{16LO 16'-52' I 8'-3" 73'-104- " 6'-8" -6" 3068 -0" N (3) 2X4 #2 SPF FOYER O I I N I 1? T I 11' "' w/ DTT2Z TILE I I G I 9'-6" CLG. I /F_� V S3 I I 5'-8' 0" 4'-0"1 H AT T-4" B. F. - R&S rN ------------ — — R&S =a Z — ---------- w TYP @ 1 STORY _ -----R&S ------ W.I.C. `�166 R&s N A S3 (3) 2x4 #2 SPF _ I - w/ DTT2Z 00 00 nl I AHU 8'-0" CLG. 4068 B.F. 4068 B.F. I—I TYP @ 1 STORY - v c� CARPET 106 2668 2668 A eD n /� �+ OWN N E R S 3 ti6 8 -2" I 8'-0" 2'-4" 4'-2" 3'-74" 8'-o-" S3 V BEDROOM M 1 SUITE 00 I AN S-sH I 8'-0" CLG. 8'-0" CLG. 16" DEEP N CARPET BEDROOM 2 ON CARPET C LINENIT R o 8'-0" CLG. LID N Cl)I CARPET V) O 60"x36" � N G� -, - SHOWER N in TIE 8-52' TILE - 9 1F-04" 3' 0" to 10'-4" 2" 5 31116— 00 I BERGLAS URROUN AC PAD I p 31 0 O : FIBERGLASS o� URROUND i TYP @ 1 STORY A S3 31'-2" 25-SH 0 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 H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1 /2" FLITCH PLATE I i5 (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 Wail 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 20X26 184X254 S.H. 13 20 X 38 j 18 4 X 371 S.H. 14 20 X 50 j 18 4 X 50 S.H. 15 20 X 63 18 J X 62 4 S.H. 16 20X72 184X71 j S.H. 11-12 271/4X26 26X25� S.H, 1 H3 27 1/4 X 38 j 26 x 371 S.H. 1 H4 27 a X 50 1 26 x 50 S.H. 11-15 27jX63 26X621/2 S.H. 11-16 274X72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 j X 38 j 36 j X 37 3/4 S.H. 24 37 j X 50 j 36 JZ X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37JX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 j X 25 j S.H. 33 54 X 38 j 52 4 X 37 i S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54 X 63 52 j X 62 j 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 N/A S.H. 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" O +29.7 / -30.8 © +29.7 / -39.2 +28.3 / -30.8 O +28.3 / -36.4 �E +26.6 / -28.0 OF +26.6 / -32.2 �G SEE SN SHEET HO SEE SN SHEET '� t�� 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 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 "B1" (TRB) 1ST FLOOR LIVING AREA 1555 LIVING TOTAL 1555 GARAGE 408 FRONT ENTRY 42 TOTAL AREA 2005 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 EXT FRAME 2 x 6 R-19 KRAFT FACED FLOOR PLAN — ELEV—Bl CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED SCALE: Y4n=1 r-On (GARAGE / LIVING) d l r w1��3'Iot�fN�F F _ r O =� *�O C� 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. 9) ,a AiiiiiiiiiIF Q E 00 M U N cp 0~p N O CSO p) co .J C) r- C,O u5 N LL [h N _ $ U CO � O 07 LL N �z LL LL IL 9) 4 N y M S lu l � fn ai�� aa� Zv > .c rn 0�oO rnxX CM a)om O _mW W u0r 2 ET ¢ CA .0..N 6 �' N N Q. (O z V OF J z U ❑❑❑ W M N i8 � NQQ 2 � z Q M � N V) M z o C9 +-J Ltj Ij < ® O W F- u.. �N z N N mi �- o u = o 4y C) o < o , �m o M yZ w Z C M o S Q � L E wo C � Q o E U i-'z ¢ Z® oa U C M U XU ¢ ¢ =O 0 Z N i - ¢o wo ¢o wZ �� ra Cn - � z o`r U m� o� Z N J m Qz � U CL F" ova it on o az NW P U �o t CD<z aw �o x rr 0a Ij 3: �M .s = > � ( X .> I� CI) T C 0 CL O m (0 c r � o 0 J' CVO T r�— E L i .. z = r E Q N Z m a E U _j Q p c JOB NO: 20-1785 SCALE : AS NOTED SHEET NO. 1 a, m C 2 O J 00 a N i m C .Q raj O O J Lo 00 N v c 3 a O CV O CN C. E 0 0 C N J t� LZ 0 v v CL Y 0 0 U r7 O 0 CL 0 0 N N 0 Or DW KITCHEN ISLAND 0 M 0 CV m OPT. REF. O co KITCHEN VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES w MEDICINE o CABINET O0 0O_Z 0 M co I M M 1 CO 0 M 0 iV HOOD LL O CM 0 RANGE 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER i HOLDER CO 1 CN FIN. FLR. KITCHEN BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD z SINGLE TOWEL BAR IN a ROD TUB OR SHWR. w ` TOWEL BAR a ON BATHROOM WALL SHWR. VALVES 00 = o SOAP F - - t CD 00 o DISH U LO t Ln 0 0 _ � o �t C° L M co O TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY MIRROR Ilia 0 00 I O t` O O O IL 7 UE 00 91 U) ) —LU Ea E a WIU co Co 0 OWNER'S BATHROOM INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE O FINISHED CABINETS - o COUNTER TOP 30" H BASE CABINETS - 00 U_ r'IN LO O 1'-2" tO 2x LO o0 FRAMING - co L t 1 /2" GYP C14 co C`? BOARD FIN. FLR.it r 2x P.T. SOLE PLATE SHELVING ISLAND COUNTER SCALE: 1 /2"=1'-0" CD 0 00 O 00 O T N tV FIN. FLR.1 11 11 1 j CABINET BLOCKING SCALE: 1/2"=1'-0" OWNER'S BATHROOM INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE O FINISHED CABINETS - o COUNTER TOP 30" H BASE CABINETS - 00 U_ r'IN LO O 1'-2" tO 2x LO o0 FRAMING - co L t 1 /2" GYP C14 co C`? BOARD FIN. FLR.it r 2x P.T. SOLE PLATE SHELVING ISLAND COUNTER SCALE: 1 /2"=1'-0" CD 0 00 O 00 O T N tV FIN. FLR.1 11 11 1 j CABINET BLOCKING SCALE: 1/2"=1'-0" ❑ s pr t tF 1i C=: D t jj (ill ta, yb a\acr !0r IF F � aaaaa aSSnS:r•°kr 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. 12 12 �5 HEEL — 12 3 TAB SHINGLES. ROOF -------------- — -- — INSTALLED AS PER ao F4 `J N _ MANUF. SPECIFICATIONS T.O.M. _ � — —� ---- HDR HGT. — — — — — — — — ------------------------------------------------ — ------ TEXTURED t I I ■ ❑ ■ ■ ❑ ❑ ❑ CEMENTITIOUS FINISH i i � ❑ � � ❑ ❑ ❑ 2'� 1" x 9" SMOOTH ON C.M.U. (TYP.) I I TEXTURED o I I HEAD/BAND ao 2"x4"SMOOTH 1 I I DE]Zo ������ TEXTURED SILL / BAND [71D F771 FE EI F.FL - ----- t ------------------------------I I — �f7— — — — —I I��1771� ------------- 4' RIDGE VENT 12 5� FRONT ELEVATION - B1 12 Z�5 SCALE: 1 /4"=V-0" 18' RIDGE VENT 3 TAB SHINGLES, ROOF INSTALLED AS PER MANUF. SPECIFICATIONS TOM - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — HDR HGT. --------------------------------------------- TEXTURED ol 2'-0" L—'- TEXTURED CEMENTITIOUSI CEMENTITIOUS FINISH ON'C.M. U. _ 9 FINISH ON C.M.U. 00 (TYP.) (TYP.) LEFT 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. 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 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. 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. L� ..,COS .•� d �,�'� 4 l .ram . �0 `spa "OFES�� 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 Engineer's signature and seal. M Q co rov E m �p 8 M 0 # M V A Zo J M LL M N C r V M Yk M - V —J u _J n ) LL N 2 LL � a ai m LL a (L Z W W F- 0 a) o W00 rD m -M W m 0 1— , E&rn o a 7. IL 'a@Mo N Q� Q M Z O J U 0LL W (D z N g � N z � o J (7 (nv) rz M z o CZ Q) CD --J V C/% Y W O Q Q /� N ^ v ! W H C o 170 r— -) O] W W E O m 9.... d Ills III /= V O N o O �, sm C::,w CO¢ Z Cl)0o << LWL Q E 0 zo " Q� >N <� Ze m 10o r %o o< o< o CD E N a� Wo aZ X i U _ < 0 z < U m� o Z ZNm J a ° QW z rn C 3 0 So a ww (j ao az 3 �o w �0 (� CD V °z< a F °3 �M a = >M ai nL W ca c9 .>LO t� N > T �1 < 0 0 O n CL 0 m T 2 C � T O LO T .i M O r T T 0 Z cc Z � Ecc m c n U J Q J JOB NO: 20-1785 SCALE : AS NOTED SHEET NO. 3.1 12 5� T.O.M. T — 11-01, DR HGT. F. FL. I 18' RIDGE VENT FRIDGE VENT -4' OFFRI 12 �5 ®� 3 TAB SHINGLES. ROOF - 16'-7" INSTALLED AS PER MANUF. SPECIFICATIONS EXTENDED OVERHANG TO BE CENTERED ON DOOR TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP. ) -------------------------------------------- REAR ELEVATION - B1 4' RIDGE VENT SCALE: 1/4"=1'-0" 12 �5 RIGHT ELEVATION - B1 E: 1 /4"=1'-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. 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 SQ. IN. OF NET FREE AREA/ LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. 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. I con) 0 C n F� r i \ilill!l11t '�\\0\, �O W N r JV T h Ito O F E 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. MIM M /iW- Cho 00 o pp O U N N # Opp a W ep/�t• C') N N C C" !001FA J N u_ J 7t W ai +�. a 13-'6 z 11 C) 5 > , U_ -0U)m W O n a it 0 o W �rllo_ rem0 m W m o�CO 2 EcP rn �� J 0 °- ti Z LLW rnN<'0Z o o U 0O J co N O Z W o 2 N z o � Cl N o ^U1 W (10 .0 _ C%? Y w o. o n }� ',fit`+• � � E w�a r o U m w 2 E o 8 I zip. = U o H c rn C CD w cop z z < n. E E 0 Z O o� wz' } ¢� Ze ICa� — E XO 100 0O0 N L �o ¢ a rw 2 (d - Y "m m 0 O 0, }aW N 3 0 5z0 U ¢ dz N � O ¢ u Y z� 0 a0 za �3 �M 0 = N M L N (7 u , //'� N T CL _O - 0 /� t1/ L 1 m 2 � Ln . _ J o l.n T 1 � O h r ci E: w c T Ch r .. Z cc Z E O N m m IL E U Q p c -1 JOB NO: 20-1785 SCALE : AS NOTED SHEET NO. 3.2 2" 1" iv r- iv 2" N eo `D 1' VARIES *NOTE: FOAM TO BE USED ONLY WHEN - REQUIRED BY ^ COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" 2" BUILT W/ STUCCO. EDGE OF OPENING 1'-10" SIN ^ N 12' CAP 1" RADIUS 1/2" RADIUS 3 1/2" RADIUS 3/4" RADIUS 4 1 -54' 1/2" RADIUS 1" 4" VARIES VARIES MIV = ch �M c l� Mla -IN CAP iv io 1" 1" 1" 1" 1-4" 0 En12' 2�" 2 1 1/2" RADIUS VARIES VARIES SIN r 1 1 4 31, 34 4 rilC �Ta Ta 1" 1" 3 c%N V N N pp 3" N r 3„ 3" 4 4 - l9MIS VARIES 12 ,,, ," z z �M 32" 11 32' 1" 1" 1' 8" 1" 2 1/2" RADIUS BASE L r (D iv BASE 4 yam. 12„ *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2" 2" EDGE OF OPENING 2 �'N 1'-6" 1" -4 1'" 1" �� 2a' � AV- 1-1/2" THICK 1-1/2" THICK 4" 10" 0 NEIN 4 10" 6" _ IV zo SIN 0) 3" 4 2 I N 2" 4, 3„ 6" 2" 2" N C0 o fn Cr 21" 1-1/2" THICK 32' M r 2'-4" 1'-101, ' _ 00 L81 1, 4" 3" _ 2� 4 all 1" 12' 0 VARIES VARIES 111 2 w Q _ IN M t N 22MIN • VARIES VARIES 32 Q4' r--------- cv i ci I I 00 I cfl i R6., cn ,I2 I`- N 3c �� �D �gti � ^ ^p 2' 4q" 6" 4" CV CV 2 - KEYSTONE F11 CD r OPTIONAL 4" GARAGE DR. OPENING 4" 00 c KEYSTONE F11 OPTIONAL 3" 3" L3�1 ' 4" WINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED VARIES 2" NOTE: • FIN. TO HAVE TRADITIONAL LOOK & FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 4. 1, 64., 14, 1SMOOTH 12' 6 653" 4 1,, 2'-1 543'' O OO 1 3'-8"7" 4" 3'-0" 4" 10" V-4" 101, b N �' (V 1 � - FO T CV o0 O 1 " Rro., 2 N� O GENERAL NOTES: � I I !;2 • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH oQ O N O N ZOR 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. qW N O V E pop N it N I1 o co,O 'o J 0 N J O �0LL N LL # W LL �- di Q Z 0 0O 22 N m LL , � 0_ d = z W R: 0 R Wmo�OfO m_ ' O m 0mom¢ W LL Ern°' ¢J a z N Q M z U 0 J z °d OO❑ W M .O M V p Z N S W Z � tD o Z Q J M '� N (A cn z 2 (VI/1 � 11 LL •0 Vi Y W O O V) Uj c o o ws MalI— t— U M m w rn 2 E O =� Z U o' N �0 r� m � w Cl) z o z Q � LJL 0-E 0 E zo �� <_ rs z 0� 00 Y I— XOU �0 0. O E N &a az aQ ao o a �w c < m� O ¢ ° z z U) fl- OLL < go a W 0 =K U > o CC)d � Uj o. z¢ z o� 03 �M 0 = > M N ^L1 W ca c� r( LO W � T �1 O 0 m � c � T � ° o c) � T T = I,�^ M N r- T LO O c'M T 0 z E 0 d c c a. U Q p JOB NO: 20-1785 SCALE : AS NOTED SHEET NO. F1 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. POWER CO. INTERSYI BON TERMINATION NEC 14, 250.94 -/ 200A INDOOR PANEL CENTER CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. opper to lights & outlets opper to 20 amp ckts copper to WH copper to Dryer 2 Alu 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 VERIFY METER range 2" AFF LOCATION WITH 2. All trim plates & devices to be ganged, where possible. BUILDER H.B. 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. \� VERIFY LOCATION _____ _ IRRIGATION 6, Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the �� ELECTRICAL PANEL F @ 44 A.F.F. — _ branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. I I I 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 OPT. vapor detector sensor, according to the installation. \�� FAMILY ��4 GF — D. 9. R3155.y.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and \ 12 2 CAR GARAGE I I labeled b a National) Recognized Testing Laboratory. �� \ 10. Kee all smoke detectors minimum of 36" from bathroom doorsROUGH IN FOR - 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and �\k OPT. CLG. FAN/ _FI' \ I I I shall be equipped with a monitored battery backup. _ _ _ _ I I I LIGHT PRE -WIRE Q 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits G �� �\ L OPT. J \ I I is not acceptable. _ . _ _ _ _ _ — \ I GARAGE I 13. All doors and windows providing direct access from the home to the pool shall be equipped with an "� J U I DOOR I exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and 1 ` 3' 4 " GFI @ \ w Lu I I either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning I 44" Q 0 I GFI I I when the door or window are opened.. I A.F.F. 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 I GFI machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the I U.C. SWITCH — —I • • • • • I I d1 I I I requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing I FOR DISPOSAL K I T.I I1 I I I I of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and I I I I 18" for sinks and ranges installed in corner counters. I I I II I I I II 0. I If 11 I I I ELECTRICALi o z o 'L ` ENTRY GFI KEY 1 F III H—� DUPLEX CONVENIENCE OUTLET I Ili -- � M II !)o GFI@44" L — — — — — — — — — — — — I I DUPLEX OUTLET ABOVE COUNTER PATIO I I d A.F.F. _ _ _ _ _ _ _ _ wP WEATHERPROOF DUPLEX OUTLET CAFE G =J-' W 1 T - - - - - - - - 3 3 'h DEDICATED RECEPTACLE GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET 1 � ____ I FOR MICROWAVE RANGE \ I HALF -SWITCHED DUPLEX OUTLET j \ HOOD PER SPECS N�1. ` _ FOYER SPECIAL PURPOSE OUTLET °P _ WP I WIDrn I , — GFI 48 I I DUPLEX OUTLET IN FLOOR GFI I 220 VOLT OUTLET I G �' WALL SWITCH — — — — — — — — — — — — — -------------- j3 THREE-WAY SWITCH / / W. I C. FOUR-WAY SWITCH / S. AHU I S.D. .D, �4 � � I S. S. $R RHEOSTAT SWITCH OWNER v7 RECEPT I BEDROOM 3 CEILING MOUNTED LIGHT FIXTURE / SU ITFz / FOR I ROUGH -IN FOR LED LED CEILING MOUNTED LIGHT FIXTURE / SYSTEM I OPT. CLG. FAN/ BEDROOM 2 LIGHT PRE -WIRE WALL MOUNTED LIGHT FIXTURE / '\\ 2 �' �� /%ROUGH -IN FOR A,rL1/ \\ OPT. CLG. FAN/ RECESSED LIGHT FIXTURE DISC. 4 I ROUGH -IN FOR � � � \ LIGHT PRE-WIRI O OPT. CLG. FAN! LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS WP I +PC LIGHT PRE -WIRE TRACK LIGHT GFI FLUORESCENT LIGHT FIXTURE \ 0 \ ` O EXHAUST FAN AC PAD �&Fl 6 VP �QEXHAUST FAN/LIGHT COMBINATION R. ®D ELECTRIC DOOR OPERATOR (OPTIONAL) H.B. CH CHIMES (OPTIONAL) PI3 PUSH BUTTON SWITCH (OPTIONAL) 1-0 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 IM ELECTRIC METER r_ ELECTRIC PANEL DISCONNECT SWITCH ��� ROUGH -IN FOR OPT. CEILING FAN � � CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT ELECTRICAL PLAN - ELEV-B1 SCALE: %4"=1'-0" 0 0 O 0 N 0 N 00 M 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 Engineer's signature and seal. W v8 Q O O O ZT r D N V M M n N # pNp LL Q � D J— J * W LL --Ia N a ll Cc',, �Nco > �� W ui a(L 0 W o Z_ -00)'M 9 a.:m O W2 J c ' EE91a) ca LLZ N rn<o N0< < O to 0o J Z d ❑0❑ W o CDM� N z o z o —1 M Gi N N M 0 z 0 U o (3) 4t-J Cn Y t V W O Q .O V) w � c E o U m w t— m E = O ly d U O N 'I, to ¢ o te, .4 o W CO co w2 O s Z 4�� � cxT E E wo oo >s za V f-'- (6 — <Z X OV 0�4 , O U O O O E N n z woo a Z 'Z d L m QZ Y U mO Z Z Zrn J b Z Z a o< go INS Hill Q Cj ¢ 90 a mw k a1 r3 o Oa w< >O a za �3 0 C'7 _ > M L ai c� \ ,/ L- X > 00­%N 0 Q I1 C 0 2 r O O � N T— T CDr LO ..I.. I� M N O s— y E ' LO C T M T O Z cc Z E 10 N FL U J Q o C J JOB NO: 20-1785 SCALE : AS NOTED SHEET NO. 4 0 3 s m u7 a� c -v S 10 O J if ) 00 I N / OO a� N to O J L0 00 I O CV C a> v S / v 0 3 O cV N 0 Q y N E 0 S 0 C J L7 .0+ U C U I C" y.+ U N d U a z I 0 Y C O O J N LZ N O C" r� t� O a O C-4 O r` 0 v to ATTIC VENTILATION CALCULATIONS - 131 (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. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN, of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 22.00000 2.000000 Floor 2000 1920 274 960 69 480 0 6136.0 330.0 276.0 (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"=1'-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 1/300 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 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. 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 manufacturers recommendations. 1 rLl"IJ] r' C� i ow �JCK« V'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. 9) H Q op 4. U N O# O O O pr tD N ci C) r C u7 N J Cl) N Ce)r a)# Co LL 3 -� LL Lu J d LL N LL a uj c) W aimLU s ° a..a Z -0rQ� W O z 0 m a� o_ = m O mg¢ W 'won Z IL LL N Q coZ V 0 J z ° L) ❑OO W Z N S W O r V O cl- N U) V, M a cr) u- (0 w $ E, 0 to w f c o o � U 00 d w � 0 8 � U o • ti O Cl) w Z Ch o LL. Q E � � W ¢ wO z Z o Z® 0 d CU 0. I— '6 O E KO &¢ o 0O °o< O o ¢❑ aZ �J i ro C Zz OY N ms O Oz Z J m Q W �z u� N ¢"' o¢ �o W Q� T 3 ¢ E a 'Z U ¢o z Y xF XO C:)CD W ¢ R a � V 83 0 M = y > CC L m W cc .>LO I� N i T— �1 0 0 O O m O •T J O T T i I� O T LO c M T .. O c6 Z �_ E Q to `� Z N a E U J Q 0 C J JOB NO: 20-1785 SCALE : AS NOTED SHEET NO. 5 c c 3'-8" 3 58 2 68t L. 6-0" 6-0" 6-0" 60" 6_281 7,_18 , 2-6" x Z-6" x 1'4' A TYP @ 1 STORY WJ (3) #5'S E.W. S3 U.N.O. H.B. 3'-0" 9 e -----------I-- ---------� --- ----—I— -----) iv (V a 'I in % 23'%-6$ 'I �" 1'-1 q" I L(2) r — — — I #5 VERTICAL ■-6 I I 1 r�� + BARS : e I I I OPT. D TYP @1STORY - 31/2" � SLOPES cv U.N.O. II I: 10 A `° r II II I: T I _ CJ I + CJ I q 00 ■: I INDICATES FILLED CELL w! 3000 PSI I CHASE TO CONIC. GROUT FROM FT. TO BEAM I ISLAND . • • • • • I ' ' BUILDER TO PROVIDE Cl) W/ (1) #5 REBAR VERT ABOVE SLAB I TYP @ L PLACES I I • • • • ILOW WALLS ND KKITCHEN APPLIANCE PROTECTION J WHEN REQUIRED PER FBC S3 TOOISLA D DOWELS 5" EMBED = W/ 25" EXT. ABOVE SLAB "GRADE 40 IC717r— I EDGE OF SLAB 2"STEEL" BEYOND WALL r 4'-0" 25'-6" • I I I 20'-61 6-8" 1'-4" x w STEPS AS FT 1 CD L.n7'42, Ir ��1Io ' _0 2 (2) #5 VERTICAL REQUIRED JI BARS xV' . PER FIELD I I zo PROVIDE 1 %" RECESS o CC CC co A. FOR SGD. REFER TO LCONDITIONS S.K3 S3 S3 I ts MASON'S SLOPE FOR I WIDTH D.W. III ::1,—" ■ q CJ I 1 11 Ill — NJ (0 3 16-11$" 86 • . It I -3 112" -3 1/2" SLOPE I 7rp_7__,�' CV I 7'-1-" s4'-8" 3-1/2" MIN 3000 PSI CONC. SLAB I— 2'-6"x2-6"x1'-0" x 9" W! (3) #5S E.W.N _ o0 cD HERNANDO COUNTY ONLY RECESS FOR FRT. DOOR S3 v ■. I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 TOP OF CONC./ PAVER TO BE 4" MIL VISQUEEN VAPOR BARRIER BELOW FIN. FLR. 3-8" 4'-4" .. I CP •••••••: •.••• ••• r• J A J J J J I I I I I I 1 I J J I J I I I J J II : i ��— "' — — 0'-0" I ■ 17 5$' I 36'-68" .......... 90. S3 "TYP @ 1 2'-6"x2-6"x1'-O" STORY U.N.O. W/ (3) #5'S E.W. Cl)I _ CJ — — — — AHU — — CJ — in — I— — CJ — — — CJ ■ 10'-10$" HVAC CHASE C° BASED ON LOCATION : 10 co /// I M I r II I. ll{ 1■ 17'-2g" 2t_9" 2,_8, 2'-118tt11 II : in I / L J{ I +i 11. i { - I e ` 7`.. 1 t I I y / ♦ rrrrrrrrrr rrrrrrrrrrrrrrrrrrrrrrrrr rrrrrrrr rrrrrrrrrrrrrrrrrr�eir7,r r•rr r+rrrrr•rrr •. ♦er ee e•. •.te+tie♦ +. e••.eteeeseeeeeeee4i eeeeeee eeY eev ♦•. .. ••,eeeeee•. •. I TYP @ 1 STORY U.N.O. 2'-6s' �_ 6'4" L 6-0" L 6'-0" 1. 3'-10" 1. 4'-2" 1. 3'-28" � Z-98" 1. 6'-0" 1, 64" FOUNDATION PLAN MONO - ELEV-B1 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 WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN w z w Q_ 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. • ; r ,; '•_ ""Alternate: ,, • The reinf. bars shall be �r �; • ��;.: • �r, ��.: ��,: • �r cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" l 0 JLJI CD ,,. pvv 'tR "trfA'{ 9t' a�y4 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 Engineer's signature and seal. 0) W 3 00 co d N co N O O O O I 0 co N N N '� Co �!- '� 0 0) � "1 0 -J LL # a LL d: 4 r/i M W y ai 0)i° � Ci 0a QC0 o Z -o�o a m O m m o�C° m Em0 oa Z ILW LLLL rn..No morn N< M z U 0 � Z F_ �0 ❑0❑ W M 04 z N O m O � N � z � ¢ o d N Lj � � o _ V) Y LLr a 0 a o OW V �N F C EE mo. wa fQ r— Rig U 00 w 0 E2 E 0 8� = � U 'o Qg o • sm r- <D w co M ¢ 0 z U_ Q E E o �� }� e OU F @ CL X a` 0 OU °� o ¢z wo ww r� 1✓y C oLL zz C.0 J mm i9 ,e r z N � 3 Q ¢ o�d w� zz no nw U ao oz =� �O WWz Y O L rQ- °za a 0 3 �M 0 = > M CC Al W m 0 \ LO fU T o co r O o LID . � j N r o � r ) -EM T .. O m Z :3r E O iii N z t0 C a U J Q 0 C J JOB NO: 20-1785 SCALE : AS NOTED SHEET NO. 6 3 s m a`> c a� 2 O L0 00 i N x m L a� x 0 J LO r OO 0 v 0 a> L� O 0 00 a 0 CL 0 N O S 7F v to rA TYP (2) A cJ > I v 11 U CJ 1 CJ3 1 CJ5 EJ7 EJ7 EJ7 EJ7 EJ7 SIMPSONN 11/4"23/" & (0)10d NAI S ' P2) 2x12 #2 SYP WD. BM. w/' EJ7 LITCH PLATE. BOTT. OF BP 18 D1 FG1 GE1 SIM I I I I I In Uj m mM co m m U v LO ti� CJ3V CJ5V I EJ7V (2 x O a ` 1 r ► -- ¢ (2) X III II I I EJ7V EJ7V EJ7V EJ7V EJ7V EJ7VA I I -P EJ7VA 4 � I I` EJ7VA EJ7V EJ7: . Q Ox aco ca lU) a EJ7 EJ7 II �I I EJ7 I I CJ5 C3 (( T U /16" OSB I. @ 6'-8" TYP. BM TO CO. CORNER 1 S5 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 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 1 3105 5/8" ANCH.1(18) 10dxl-1/2 HTT4 4215 5/8" ANCH. /(18) 10d x1-1/2 J HTT5 4350 3740 5l8" ANCH. / (26) 1 0dx1 -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 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 R 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 - 1Od 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 1-112" U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 518" ATR wl 12" EMBED wl USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 114" x 2-114" 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 555 535 1 10-10d SPT22 735 8-10d SP2 1010 1 605 1 12-10d SPT24 1090 12-10d HCP2 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 570 (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 1360 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 i(B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @a 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 ("'). 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, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Rt STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS K1R 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 1 (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: Y4"=1'-0" i i roar,'. �V� a4 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 Q0 � N C O N Ci Cm:) Or 9C) MNr a)oo In N u- u 0 (DMM>n Uw u- a. N a N ui (o u` W a a. > a29 mm° lu W m 0 1- rO 2 Ec' J o 0 z LL U O N 0 NQcoZ V 0 J z 0 ❑0❑ W Z � o � o o Z n M d WJA N M o u- +-J u.a o a L/) w E V u m LU m — E 0 3 I � t O � N ®� o a w M M ¢ zo Z Q LJi E zo oo >o aN a O F� z® Da H to Cl O E 5 ¢ ¢ u o O z N N z �o <o �w N _ c " o mo o o� Z, Q W z N o a ao CL n w U <� O W< o coaF °z a oo �M a = a) > (� L rn m ^� W cc U .= N r 0 >_ O n' CO co CSC r ° O O .� T J N O T LO T .i. r, M N � r O c'M r 0 m z E T— E O iri Z >n a E U 0 Q p a) JOB NO: 20-1785 SCALE : AS NOTED SHEET NO. 7 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 rebar 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 / . O Safe vertical load Safe horizontal load \— GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS FORM & GROUT SOLID 77 �- W ' J U O #5 BAR COW. 8F12-1B/1T O V' LINTEL DETAIL SCALE = N.T.S. On 0 OE_ - E On a a 111111 on 0 a a O�n a a 0 a millmi'm a 0 a a MEN a a MM IN IMI Osman a 1E,, am on M-00 VON F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J Mu 8 F 16- B/ 1 T J Q Z u� Z r tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINA HEIGHT MATERIALS cTf prec�intels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" 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. #5 MIN.. (1)REBAR AT TOP (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL ° ° O ° ° ° .M.U. #5 REBAR AT TOP ° Q o D � MIN. (1) REQ'D 1-1l2"CLEAR ° ° ° ° ° GROUT ib ° rn � C.M.U. 5 REBAR AT = - c� w 4 - ° O BOTTOM OF a In O oLINTEL "W—BOTTOM CAVITY u, U co /� o�UOZ U'� REINFORCING a a (7 m J LEr L 7-5/8"ACTUAL PROVIDED IN LINTEL p z o Wa ¢ =' CS D D A, #5 REBAR AT BOTTO AS INDICATED "NOMINAL WIDTH (VARIES) co M Er a �,° 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) 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 4'-0" LL O 5'-10" LL LINTEL PLAN - ELEV-B1 SCALE: %4"=V-0" a i o '-- 0 NE Nj nrU � 0 A.6 I@tYt�0 i�1,`i To the best of the Engineer's knowledge, information and belief, the structural plans and spec fications 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. N LU W E r- pa" pCo N UUUO �Wo N O to �% 10 N J CV am)# Co V O 0) M � O J * W 7 -J N LL LL 0. 0)- a 04 W rn a) 'Con s _0 Z 0C o -Co:cn°' N O_ d' m C)W m W m o�CO i MEc' Joa Z LL 0) B Lo N Q Z V 0 J Wco d 000 M V c o z Q o 0_ N WLn ^' _ M Z �o � o VJ 0 _ u- y Lam. '' `• ( T) U V% Y w o Q 0 N w F_ E o t>�6 r— � m w �— M E O $ I i = qi U o < o C:, Mz w Z o � J LL EE O zo oo >o® za ❑a V F O � O _ XO ¢ Q ao a z0 ❑0 ❑ o az Q) ¢Z J L Y m� Z N 5 Nm W� ZZ <W �Z 3 Q 0 o Z Z go a �w ci Z 3 O w CD o� ON a U0 3 �M .s = >M L O1 ca c� > . I� L.n > o Q C = Q CD co C d' o C:) LO ._ = O r r-, M N �— O T O m Z :37— E O w Z `m 0 E U _j a w Q p c c JOB NO: 20-1785 SCALE : AS NOTED SHEET NO. 8 �� r _ I J �i Ti - � 11 _ - —Tl— CM v s m e a� •v v 0 L0 00 N _ m i c x 0 J LO w CD N v v rn c 3 N 0 E N N E 0 2 0 c f2 U 2 0 �I U -o U .G -c y Y i c 0 J ti N Cl- w 0 0 0 0 v 0 c - - J 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 T BE R 0 FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE, SEVERAL NEW PRESSURE TREATED SSUR E D WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS 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 SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 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 I 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 U NG WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGEOF 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. I 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 ± 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 Yz 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: ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 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, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 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 ed. (2017) AND FLORIDA BUILDING CODE 6th ed. 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. 3.3. R A F T SHOP Y 1 ALL ROOF AND FLOOR TRUSS S 0 DRAWINGS ARE TO BE SIGNED AND SEALED B 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 2.1.7. 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 U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. 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. 0 R DEVELOP 1 / F THE REQUIRED REINFORCING MECHANICAL COUPLERS ARE TO DE ELO 25 0 0 R Q 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„ 1 GROUT FILLED MASONRY: YV 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 MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-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 11 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 = 33KsiWITH 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'X 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 N EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING ROUT. PLACED AROUND 0 C G 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= 285PSI 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 ed. (2017), RESIDENTIAL SECTION R318. 4. 8 .3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM 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 1'-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, forms. Permanent forms etc., shall be made with permanent metal or plastic 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 rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Cgrete overpy and mortar along the foundation perimeter must be removed be ore exterior so] treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-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 issued. by a licensed pest control company before a certificate of occupancy will be 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 1'-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 5-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 9x7 +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%" 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 %8". 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. CD -OWN •.�°� 5 to Cr (� S6 N�RJ �,• F1-® �47'��Eat,t�lt9ba�"\��®�� 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) N cp O 0 N pr (LO 0�i C', MNr oN M 22o LL M v) a vim w vi �rnLL aa� Z�U)q 0of ♦Y. �a o tr00 C N m GO W m 01 Earn o a rn LL j 1 rn '.. N 0 K p NQcoZ V O J Z U ❑❑❑ W N M Z O o O z S ¢ V J M N M z AQ)�o_"-(D C E w 0 0 o Q r.0 V) i U M w = O zl�. U o Of D ¢ _0 Sm o co w coZ Cl) 10 10 z � Q E 8 zo oo >o <N Z® oa Q W0 H ra x� �o o O CD Ea N¢o 4% <. ww L " rp _ C 0Y mi o o, zF a� J m < 0 < W u> Q 3 -0 Wa z go a �w U .o 1k '° o Co wa =Q a o ,o CO = > co N rn m ^' W m C� ■> LO > a L 0 CL o m T 2 C O • _ J N LL.� 2 O 04 Ln r i� M CD r E w M T O Z E O `° c a U � Q p JOB NO: 20-1785 SCALE : AS NOTED SHEET NO. SIN ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 0*, J 15/32" CDX m PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (1,1103 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 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" + + + + + + + + + + + + + + + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + zo + + + + + + + + + + + + + + + ++ +++ +++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.811.7 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 1-1/8" or two 1/2" 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 ° r 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 y" 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 „Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 000 5'-0" - STUB -OUT FOR 1'-0" o ° GAS METER 0 o U O F N 0 • 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. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 1 T-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 6" @ 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. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (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) J Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" o.c. j, Q�" Provide adequate bearing J for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. `"" ' ' MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE. IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D 10 (see table below) DO NOT cut, notch he or drill flanges W i CONT. 20M )UNDATION ) HIGHEST )ND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH L Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. ) Small gap 2" min. 2" max 4" • � max. 4 Clinch nails when possible Tight fit a Ij 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule • � max. 4 Clinch nails when possible Tight fit a Ij 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist B Bring Location Series Depth I End I Intermediate BCI 5000s r= 9-1/2" 2-8d 2-8d 11-7/8' 2-8d 3-8d 14" 2-8d 5- BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/ " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d - Hangers with side nailing. -Hangers with sides not containing 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 plf 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." Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— I 16"" A 1Y" ROUND HOLE MAY —� 6" 6' 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 1%" 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. 1%" 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. FWhen joists meet over wall, provide 1 3/4" minimum bearing for each. SIMPSC w/(22) NAILS 1 5/8" 0 THRU BOLT SIMPSC w/(22)- NAILS 1 R TRUSS 'OP PLATE TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist kJoist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S A 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 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. a STEM FOUNDATION GRADE °—T�TTT'ER 7 REINF. SEE PLAN All, un/AJC 4 rvu 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. JOA LOCATION OF SECOND H10A SIMPSON ° (WHEN w/ (18)10d REQUIRED) NAILS UPLIFT= 1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE r—PLUMBING LINE 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 Fl- 4 °' a °. a 1=11 ill I: a ° L�1 I ° e —III-11" I� 11t— ° SEE FND. PLN. SIZE & REINF. G� C G �0`�,�f<1BfttiOlf��� :v y. °I `•o 1 1���. 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. Q 8 � co O N c0 COO Q O 0) 20 N* Qt,% N �`'� N � N � N LL w J LL# a )u_2 U.- a 6, W UM, d mu: -1 aW0) llY 'Co a)9 Xoo `' MCC W a. C N v7- m Emrn Joa z aNQ�¢ LL in V) v<N ¢O V H W M � z N O m � N � � z o E3 N n, M z ° U o a) LL t"a .O u,0Y wQg o a �N c E F- 0. o (u Male r— U m `U = m o — O R I z1 o C J w z M Cl) w o i —! U_ � E OU ¢ 21, z 19 oa IC6 6 _ 20 �F 00 q o� o E (D°do z <�m� az -2� . N �j C C 0y U �2 O oLL Z , Q% to J Q W v 3 Q � 0 LL go a mw U <o ova �k C3 mz ¢ =3 > O CD zl¢ x �3 M >M iu 12 ^L' W m 0 \ a) T ^ 0 L O m co ... C r 0 J N r Li_ 2 � OLO M N T T O � E E �— M T Z @ z E O N 2 � C ii E ci0 a o C _J JOB NO: 20-1785 SCALE : AS NOTED SHEET NO. SN 1 Im 3 -o m LO O 00 0 i x m v 0 00 00 i 0 N L -o c i 3 N 0 d I° E S L 0 C 0 U v v .o i U a z N i Y c O U J N 0 S 45 a a 0 0 N 0 m 0 1� i J FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') VARIES / INSU 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 @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER -J CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. < 8'4'. (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3° 6 x 6 W1.4 x W1.4 C"! UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 0 ° (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT -I - I (=I I I=I m ° ° �' I -I I --I =I FOR ROOF PITCH 412 OR LESS . � � I, � �I-1_�I I I=� o , • � � PRE ENGINEERED WOOD( - TRUSS @ 24" O.C. U.N.O.11=� I=ll=i I I=I I I -I i -I 11=LI L-I I rI I IEd I E=I RRICANE ANCHOR @EACHtIIITII�1I 1I I 1 1 HU� 1 TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF /_ 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 FOR ADDITfONAL SLAB SCALE:3/4"=1'-0" S3 ELEV. VARIES a.N.O. INFORMATION. UMINUM DRIP GE UMINUM FASCIA SUB FASCIA E SOFFIT 7Vr 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR $" GYP. TYPE ")C@3FSTUDBELOW BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOMEACH END (WHEN PARALLEL) .) (OR „ GYP. TYPE „ X„ @ EACH END (WHEN PARALLEL) ABOVE) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)1Old 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. > 8'-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 T `- (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" OIL x 6 W1.4 x W1.4 INCLUDE THE WALL Q A.F.F. O.C.) 2 ATTACHMENTS 2rl 6 x 6 W1.4 x W1.4 a a WWF OR FIBERMESH WWF OR FIBERMESH z 31/2"MIN. �31/2"MIN. ELEV.-0'-31/2" z =IIIIII--° a QA.F ° -IIIT 31I ° �."� /• - -1 al l �I mx4 C. w 41/2 (min.)- 4 1/2 (min.)- 00 � ET-i3c2 )4n ( III � /n II(�II�� GARAGE DEPTH VARIES _ _ I _ I -III f-I I-III-f I -III I I T -I I I -I I III-I'I 1= I I I=III Q _ '-IIIiii1l�t�I,III I��L_i 'I 41tLii I14�IHI8' (2) #5 CONT. 4" V-4" 8" (2) #5 CONT. U.N.O. MIN. \ U.N.O. MIN. GARAGE SLAB AT STEP B TYPICAL BEARING WALL @ STEP (0)SHEARWALL c 1 TYPICAL BEARING WALL @ STEP CC SCALE: 3/4"=V-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. "SHEAR WALL" SCALE: 3/4"=V-0" Qcs ��Ecs�cJ M SCALE:3/4"=V-0" � S3 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" OIC 10 os� �s 1 ROW 2 BLOCKING MID HGT SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY \ ( ) x @ FOR WALL HGT. 8'-6". (2) NOTE: 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 O @ APPLICATION SEE SECTION C/S3 FOR ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION GYP. WB (MIN.) 1/2"SIDE SIMPSON N wl SEE CC/S3 OR G/S3 FOR ANCHOR N LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FiOOK DETAIL .GARAGE SIDE IF APPLICABLE. �8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT x W S BOLT @ 24" 0!C W/ 2"°X 3/t6" PLATE WASHER TYPICAL PLATE 3RD LAYER 1/8 THICK. K.O. BLOCK IL (10)10d NAILS 5/8"DIA. EXPANSION BOLT @24 " O.C. (IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR TYPE "S" MORTAR WALL SEE GGlS3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD SPACE ANCHOR 3500# MIN. TENSION 2600#) .__ *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 � BOLTS 6" MAX FROM E 6 x 6 W1.4 x W1.4 �, w/ (10)10d NAILS - FIBERMESH WEEP SCREED INSTALLED BAR Q END OF 2 PLATE WWF OR FIBERMESH - � ARCHITECTURAL FINISH TYP. � 2x P.T. PLATE ASSUMED FINISHED � uI PER MFR INSTRUCTIONS w #3 OR #4 REINFORCING BAR 0 I GRADE 40 MIN F = 40ksi :3 c C1.) . .. . 1x2 PT WD FURRING @ 24" O.C. GRADE N o e ° D _ z_ #3 & 94 LAP SPLICE v Tj=i I I-1_�(_ m • I I -I I h=III-I I- o _ _ FINISH GRADE O0 [GRADE 60 MIN. 4y 60ksi] a 1=III=11I= I I D I III=1 I 1=I z M 25" MIN. LAP [30" MIN. LAP] g ' I -II I -III I -I °• • I I I I=1 I -I I -I 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL %11'1" o 1I I= -II _ Lu 1= CELLS (SEE FOOTING MONO SHOWN P ° -=1 (LU 0 U.N.O. 00 DFOUNDATION PLAN FOR CLARITY _ _ _ 6 MIL VAPOR BARRIER i ; °-I I -I II. R 1 7/8" `� I I__ 1 II I -I I I -I I I=I I I= #5 REINFORCING BAR -III . I I1=I I1=-fl 1=III TI1=III FOR LOCATIONS) ° o (=III -III -III 1= 11- i _ 1x4 P.T. BASE NAILER ° 1 -I 1=1 I 1=111=111- ? t I o ' I 1=II -�- r #5 LAP SPLICE (2) #5 CONT. =I I I I ICI I I, , , 4"x4" INSPECTION °= I I I= (- 11=1 I I I • I LI-I I I=III=1 31/4" BASEBOARD PORT AT EACH NOTE: g I I=III- - =Illy = N , ° II ON 3 CHAIRS III I I=I I � I I I -I I � I I 36" MIN. LAP [36" MIN. LAP] g° 1 �-}�� g�� FOR BEARING WALL I -I - -1 - - I- COMP. SOIL. (COMPACTED TO -11 _ _ - _ - (TYP.) FILLED CELL TYPICAL _ _ _ _ _ _ _ -I 95%MODIFIED PROCTOR ASTM �= I =I (� III=III=�=I (I= I 10" MIN, 2500 PSI CONC. SLAB /C,) AT GARAGE CONTRACTOR W/ UPLIFT ONLY 11 v 1 Iv I =1 FE M I-1 I (-I v I-1 -I (- I - 1 i-) v I-1 v =1 1=1 I Iv D1557) -Ir I I „1111, II, �,1 1 �,11, IIIII r MIN PSI MAY VARY PER cn - I I= v v v v 1 v vl v v) v v v v v -1 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR - �- v-1 v 1_-1 v 1 v„1 1 i i ,1 1; Ti ivvTi- I #s LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE CONCRETE SLABW/6X' 6 NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/ UPLIFT rG w1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESHSEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=' 1-0" SCALE: 3/4"=V-0" SCALE: N.T.S. SCALE: 3/4"=V-0" BELOW GRADE S3 SEE TYP WALL SECTION FOR ADDITIONAL S3 .0 SLAB INFORMATION. r00 �,=T-I I' ° y° D I 6 x 6 W1.4 x W1.4 ° 31/2" WWF OR FIBERMESH 6 MIL VAPOR o ( I I I I= = z min.) 4" BARRIER I ( D ; D 'r 4 I III - a ° ° d GRADE COMP. SOIL. I11 • • N a • (COMPACTED TO 95%=I I I I= MODIFIED PROCTOR TRH -I 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 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS �. z �M IT IT II-1 f�l I -1 Q • 11 I-111= I 'r -I I NEI I I , .• .. 4 �- I=IImI - Ik I I IEEji 11II I �II •:_.'.., III SEE A/S3 OR J/S6 EFT-1 FOR REINF, INFO. 3" MIN. CLEARANCE 1' 4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR GARAGE DOOR SLAB RECESS J,1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 00 IEE _ -(1) #5 REBAR w/ OPT. I=SGREN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS CV ' '. M • M � ' I I-_--.TI-1 I -I , . • ' �:.... •. IIG ` III �I �. I t- _ j . =111�11 .. � � ;.:: I r I Z �I I I I ��. •�' ' �� 1�4111� �I I I- •. II LF _T .. SEE A/S3 OR J/S6 ilk111�, I111jIIk FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 ST RY) 1'-8" (2 STC RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. tar 1/2" FROM SLAB U-0" CONT. BEAD SEALA� a • INTERIOR d A •.. CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB _ <A a E _ co 6MILVAPOR --�� BARRIER S3 S3 VARIES SEE PLAN 1 1/2" RECESS FOR FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS °�N a . AT 24" O.C. MAX. . • x CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN M a -- TOP OF BEAM _ a - .a I I 11TI 711 SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL c r -° ° , T - a ; ,1I�-�I I _III, E BEAM SIZE & i; ' I CONNECTION INFO Cl) 4 = •i i � � � 111 i 2x4 #2 SYP P.T. FRAMING w/ T11 I , ,III=I 1" 1 11' i MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 � tr- 8" z ATTACHED PER NAILING FOR REINF. INFO. w ° SCHEDULE OPTION #1 � SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION. J o W ABU66 SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS � MASONRY WALL AND GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL �- EXTEND FILL CELLS W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. �' ' ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 00 ? GRADE a -_-_ r, FILLED SOLID (SEE PLAN FOR = 6 x 6 W1.4 x W1.4 cat SIZE AND REINFORCEMENT) C7 =11 Iv I 1 a a • v 11=1 11=1 '- WWF OR FIBERMESH '- "' V-0" FIN. FLR. BRICK PAVERS or SLAB PER COMMUNITY SPECS z � w w-III -- v I=III-III- Z p a `n �I I -I ! • ° a = v-m-�_ z LL U) -- - -- a Iv =1 v vl v I I v vl I I v I I _ w I- FOOTING -' a a 111=1I1=III-III=III r,��-III-III- _ - � I III -III -III -I 11=1 I I I I I=l 11=1 I I- c� r I I 1111 I� I I I I, 11 1 I 1 1 I l-' BEYOND _III I- II I� t- t t-I, • I l l lvl I PAD REINFORCEMENT 3" MIN. CLEARANCE ° SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH 4" 4" CONIC. PAD INFO. " � � ��w � SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMINGrCD12 PATIO COLUMN FTG. DETAILrN SCALE: 3/4"=V-0" S3 KALE: 3/4" -0" SCALE: N.T.S. S3 v v v v _s] Q A . Zz tj o "0 44 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 F Q _,r E , 00 N W �p O O O m cp N �t �p%t CO3 N N C: p'h mN , - N # ad J W 04 Q w ii 3 a CL Z >` aU)c 0I= �cc5- W.0O CC LL ILW ID 2E°'a' Boa Z `,QMZ Q O gn N U F- z V ❑11❑ W v _DM� N O 0 v -N M C1 N 13 cn m , 4--J ,u uA n a <. 0 E � E r- m2 c) 0° m r-- E E O 8 a � C) M M o �m o co w M M a Z O ILL_ Q E O Wo 3 a� Z© C6 Q UO �� o¢ o� o N <z o PZ ¢ZE w �$ C/3 C _aC:a o z 0r U "°'aw g m V Z iz zz p� gao Q 0 mw aLL w `m� 3 �- �O o C z < aF 0V 2 Co = co ui T ^L' W 0 c� \ ./ LO > O C O ` (0 /� IS) CIDI\ T 0 Ln 0 T I\ coy)) N E c 0 M T Z Z T E c a U w ¢ p JOB NO: 20-1785 SCALE : AS NOTED SHEET NO. S3 (MONO) (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 �z SCREW OFF CAP (3" DIA.) 2x DEADWOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" MAXIMUM 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 PLATE EXTENSION FROM EXTERIOR INTERIOR HEADER FLUSH TO OUTSIDE OPTION R WALL FACE OF BLOCK WALL IS 21/4" TO DRAIN CL 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 rT� SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (np) 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 EVERY OTHER T.F-_F__�STUDW/(3)10dNAIS ++_ L�j 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" 0/C EDGES & 8" O/C FIELD = _ _ SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE OOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" 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. BLOCKalp— KNEE WALL ABOVE MASONRY WALL DETAIL rF EXTERIOR 1 WALL WALL CLEAN -OUT K"� q SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 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 (31RD) COARSE THE 11" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUTIi D S4 SCALE: N.T.S. S4 KNOCK_OUT NOTCH LINTEL WHERE REQUIRED 7 BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT / d a a d 4 4a 4 8 STD. 90 HOOK 811-1 LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1O 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. 2� VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. IQ 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. G S4 SCALE: N.T.S. CJ'4 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 _ < r LU > 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 GENERALNOTES 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 a SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. sFF Yv,o� N 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 -ULL 8x8x16 BLOCK DOOR OPENING C 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. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK KK 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" O/C FOR 2"xl0" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (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 1/2" EACH SIDE ' 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op OR 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. SL� GE SIMPSON SIMPSON TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL d 4Q d. 12 (TYP.) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS 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 O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L 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. BLOCK TYPICAL INTERIOR NON- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E S SIMPSON SP4 2X TOP PLATE OVERLAPPING LBLOCKING USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END w CC U 2x TOP PLATE 2-16d 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. SEE A/S3 FOR STAGGERED FROM BOT. REINF. INFO. PLATE TO CONCRETE 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 -7 NAILS TOTAL) EA. SIDE OF 48„ SPLICE STAGGERED M ATTACH ALL -' EXTERIOR STUDS W/ (4) 16d TOENAILS TO OP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS J SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL d NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 -10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE a r r 4 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 a Q 2X8 P.T. BOTTOM PLATE D 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) BEARING WOOD FRAME WALL � 4 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 col (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) o ° • HDU2-SDS2.5 w/ (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)114" x 21/2"SDS (5665#SPF) • DTT2Z w/ (8)1/4" x 1 1/2"SDS (1835# SPF) _ • HDU11-SDS2.5 w/ (30)1/4" x 21/2"SDS (6865# SPF) • 5l8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT W/ WASHER &NUT FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT col WASHER & 9 • - 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 col WASHER &NUT HTT / HDU TENSION TIE N SCALE: NTS S4 ROOF TRUSS ABOVE 2X BLOCKING O -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY r� SCALE: N.T.S. 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 -7 NAILS TOTAL) EA. SIDE OF 48„ SPLICE STAGGERED M ATTACH ALL -' EXTERIOR STUDS W/ (4) 16d TOENAILS TO OP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS J SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL d NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 -10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE a r r 4 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 a Q 2X8 P.T. BOTTOM PLATE D 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) BEARING WOOD FRAME WALL � 4 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 col (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) o ° • HDU2-SDS2.5 w/ (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)114" x 21/2"SDS (5665#SPF) • DTT2Z w/ (8)1/4" x 1 1/2"SDS (1835# SPF) _ • HDU11-SDS2.5 w/ (30)1/4" x 21/2"SDS (6865# SPF) • 5l8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT W/ WASHER &NUT FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT col WASHER & 9 • - 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 col WASHER &NUT HTT / HDU TENSION TIE N SCALE: NTS S4 ROOF TRUSS ABOVE 2X BLOCKING O -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY r� SCALE: N.T.S. l 0 a n qua}1�41t t I ttFEPI'PO}j�� ly 777 a`V r°^ \y •� o E. •"p �a �0FESS`Q 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 to W O O 00 cp N V 0 (M co N r N y J # co LL fA 0 'j LL N 2 JLU L.L LL a lii N M S > LL lJ„� in aw w a � Z 13 .` W o @ 2 O _ .0O mom¢ W W 'mo�CO 2 E T s p a Z. g N O N<coz C U J Z 0O ❑❑❑ W z N O � N z � o J M N to M z o Q) (D LL 4--J ' T Y CnLu a O Q) cn w (2, o � r— o C) m w m re - O = =I'. o ®Q o co z w Z M o QE E o o'z Q® od <= CL — E K O aI- u O 0 oa N � �o a ¢W Ny _ C �m O¢ zr >Z Z J ° z rn a 3 ¢ 8 a° �w c'> <o aLL �k r ff o ;8 CD C0 ZI¢ a x 0 �CO = E > M N L.L. L. N rn E �1 W � c� .> I'� ^ L , > �LCD Q0 2 C T O C:) 0) J ( T = I*__ r" T MM E T LO T M r o Z z E Q E ri m c a U ¢ JOB NO : 20-1785 SCALE : AS NOTED SHEET NO. S4 r 3 _ 00 _ _La O J 00 0i m iu 0 0 J 00 i N C _ v 3 a 0 N 0 v n E rn E O _ v c c J y r7 O U 0 U I y r-. U .o a. U a F a� M C Y 0 U J N LZ 0 0 00 ;J 0 0 d O N O 0 m v cn SIMPSON HGAMV W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"X2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ 2 16d NAILS SIMPSON H10A w/ 18 NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) �� 10d x 1 12" AT EA. ( ) SIMPSON SP4 w/ (6) 10d x 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 2'x4 SEE STRUCTURAL NOTES 1 12' AT EA STUD (USE BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2x6 WALL USE 10d 1 12" AT EA 24" O.C. NAILING SCHEDULE FOR OUTLOOKER AND NAILING SCHEDULE C 24" O.C.@ @OR TOP CHORD SHEATHING DETAIL SHEATHING DETAIL BLOCKING FOR FIRST FOUR ROWS OF 45' ± 24" MAX. TOP CORD BLOCKING 45'± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d @ $'-0" 0/C. EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROMLSIMPSON FROM LEDGER TO ' 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1OdX3" 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED 41�THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 10d NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 1 Odx3" @ 4" 0/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & MOISTURE BARRIER BOTTOM ATTACHED w/ 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 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 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 1 O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. Srj TITEN ON OUTSIDE BACKNAIL W/ 2 16d NAILS SIMPSON H10A w/ (18) SP8 FOR 2x8 WALL) 2) SEE STRUCTURAL NOTES x OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL 2x4 OUTLOOKER @ 24" TOP CORD 4" MAX. O.C. (OPTIONAL - SEE BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2) l Od & (2)10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) AT LEAST 90% OF WEB 10d & (2) 10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2"CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS NAILS ATTACHED w/ 1 Od NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 121, O.C. FIELD END TYP. TOP & O.C. FIELD (2)16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL pq BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL SIMPSON HGAI OKT w/ (4)1/4"x1 1/2" 10dx3" @ 4" O/C BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4) 1/4"x3" 10dx3" @ 4" 0/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d 2 4 LEDGER MATCH BOTTOM NAILS AT EACH STUD x ( DBL. TOP PLATE CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. 55 () 1 Od x 1 12" AT EA, 2x4 OUTLOOKER -REFER TO DETAIL J SEE STRUCTURAL---,,,,_OUTLOOKER @ 24" O/C ON SHEET S5 FOR r r T. NOTES AND NAILING TOP CORD X-BRACING, AND TOP f N SCHEDULE FOR N4 BLOCKING FOR CHORD BLOCKING INFORMATION `° 00 °° SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ ill 1/ 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES rD 80 00 APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT 1" BRACE TO EXTEND -2X4 RAT RUN BRACING 1 12 EACH JOINT W1(2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 1 1 2 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" OSB 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 THE SHEATHING ATTACHED (2) 16d NAILS W/ 1Od NAILS @ 6" O.C. 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF 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 = 4 1/2") 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 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/ 10&3" @ 4" O/C (2)12d TOENAILS EXT. WALL CON N. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARING LOCATIONCOMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF rD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION g 2"x4" OUTLOOKER @ 24" O.C. W/ (2)1 Old PER JOINT 1INIMUM 2x ;ROSS BRACING SEE PLAN FOR OCATIONS) 10dx3" O/C @ 2"x4' TOENAIL 6" O/C RUN W/ (2) 16d TYPICAL (2) 16d PER NAILS JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. SCALE: N.T.S. SrJ 1 GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 GABLE END BRACING DETAIL S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. S'CJ S5 PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP `- MINIMUM (2)16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z w BRACING w/ (3)10d x 3" AT 2 • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA W/ (4) MOISTURE BARRIER 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL 20'-0" MAX 7' BRACE SEE DET. J/S5 ­1 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" 1" BRACE ATTACHED O.C. TYPICAL GABLE TRUSS WEB DOUBLE "LI' BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. 16d NAIL W/ 10d NAILS @ 4" D TYPICAL GABLE TRUSS WEB SINGLE'ILI' BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE 'IT" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20 -0 MAX r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. LI ■ICI ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. SrJ ADDITIONAL INFORMATION. 'IL" 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" - 3'-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2'W" 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 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS -IiVIV 1. DCMRIIVI] GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES 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 o f �>a���e►t�Il�ait erg, - <�. 01t::0—:c N ' �L0 1 /fl#EEIt! 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. W _ U C N c0 pp N s ci cc)CDO p) MMNN aS � c0 J N LL 0 N CO -uj� N aU. J # w UL CL a M ��� w a aw Z c > .L �t o m o 0 0 z q<Mz N Q 0 U H J Z V ❑❑❑ W 0 mm M — V M Z N O CO0MPMM zo mommi J (h d N N ^, C, Z D (D �) _ LL n LU a M U O to � � w c o = N uss as t- U C° IJ.1 m 0 8 al". z w W C ¢ m m ®11 .4 o M z M o U- ai E E wo o. wz >� �o z® ❑o 0 co UO 6 XV � r 0V 0 N �oITT a= ww (n Cy U mo oI z aci J <� zz W 3 g¢ K 0 ao 1z U o O a u, Xo a x 8M o 3 0 CO = a >M N ^L1 W 0 ' ■ = I%- LO N T� ^ r O L m co T C V TT 0 0 0 0 IUD . _ c' O T LO T— O C T ai E U ) c M `_ Z T� EO z C a-U J Q 0 J JOB NO: 20-1785 SCALE : AS NOTED SHEET NO. S5 u It 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION � DOORJAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT MAX. 8" PROPER INSTALLATION ` 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 YP, (T ) 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"� TAPCONS (TYP,) TAPCON. INTO TAPCON @ 16" O.C. & 4" STAGGERED @ 16' 2X8 ` ' BLOCK@ SPACING �� 1 DETAIL 1x8 P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1X8 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1/2" DETAIL 1 x8 w/ (2) ROWS 8d NAILS 3" DETAIL STD. STD. 90^ ` 90° HOOK (TYP.) @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILLBOTSOLID HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" DOOR JAMB (REFER 1x4 P.T. TO PRODUCT TAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN.r2X8 " DRYWALL NOTE: P SHEATHING TO J[B DOOR JAMB (REFER EACH END W/MIN DIST. TO PRODUCT APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ' TTOM OF BAND IST TYPICAL TO PRODUCT APPROVAL FOR CO�42',"EDGE 2 ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16"1x4 () O.C. & 4" FROM EACHFURRING TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE D/7/ IST. NOTC @FIRST COURSE2x8 MPSON HGAMIOKTA @ 12" o.C. 4" FROM EACH END w/ P.T. ATTACH SECOND PLY w/ +„ (4)1/4xl 1/2" SDS SCREWS .T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" ` INTO BANDJOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1/4DETAIL STAGGERED @ 12" O.C. 3-1/4DETAIL +5^ NOTCH WEB AT THE FIRST 2 COURSES ' ` BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC LED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION (H"� RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SEE TYP, 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. L 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 1st COURSES EMBEDMENT INTO BLK.) 1/4" MAX UT Soup wiGRoEMBEDMENT it 2'-0" 8" 1 PLY PRE-ENGINEERED TRUSS R 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS .; ,;� 1/2" DRYWALL * SCREWS & (5) 1/4" x 21/4"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 #) 2 x 8 45^ DIAGONAL (4) tOd NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE ' BRACES () 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 112" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY CELL IN THIS AREA 2 x 8 45 DPAGONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. �• ' ,� :4 • SCRIBE (NOTCH) BACKSIDE TO FIT ARCH 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END I RETROFIT TRUSS DETAIL OVERRAN .�;:.,''•::.1.� .'. CONNECT W! 8d NAILS B4RACENBLKGINTO N.T.S. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)1Old NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER INSTALLATION DETAILS A 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF FOR OVERHANGS BETWEEN 314" TO 1 112" -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 4Y2' WOOD ` DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'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. UE SIMPSON 1/2" (CENTERED) w/ TO TRUSS TOP CHORD OV�RygN MSN. 41)EMB EMBEDMENT ATD16'!TEN O.C. + �N F n r-O 5 -On 11 SCALE: N.T.S. SS 12 + + OT PLYWOOD SHEATHING H JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN + + 2x6 #2 SYP @ 24 O.C. + INISH FLO QR 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED > o o „ EMBEDMENT INTO K.) MAX PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + ° #5 BAR BLOCK HEADER �/4 SOLID BLKG. AT TOP BTWN. ARCH 2-0 8 (5)12d NAILS SIMPSON + SOFFIT JIMA oD o 9 10„ a p D ° - °. CENTERED W/ g °� IN TOP 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 2X4 SYP . , s EACH TRUSS o ° b d g KNOCKOUT / �t CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 8 DIAG. BRACE BTWN,, 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONNECTOR � — — ° p MONO FOOTING •� Q p ° x CONT. W/ (3) SIZE AND REINF.. PER PLAN ° VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. - o LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 D CLEAN FILL D 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT D z TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL 21'° STANDARD C)o N 90 HOOK SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%' WOOD FOR OVER HANG tj 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") BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. \ ° ° ° ° ° ° '- ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-BMONO ARCH DETAIL rK SECTION @ ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" = 1'-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 HOOKED DOWEL DRILL 3/4"x5"MIN. HOLE SET BAR IN 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 SIMPSON HTT4 w/ (18) 10d x 1 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 1/2" NAILS TO STUDS & (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 >- #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" a z0 IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING COVER 6'-0" EPDXY MIN. 6" EMBEDMENT & U) 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 � � U- w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° O v THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL p p' c w a A REINFORCING AS FOLLOWS: SEALANT c = I I I —TILT T¢ < a PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. e g--r�- * PRESS PANEL REINFORCING INTO PLACE. °� #5x6' EMBEDDED INTO 6" MIN. LAP SPLICE W/ EXISTING FOOTING IN CONC. (2) #5x6 * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL �I _ < 10 U)N FILLED CELL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING DO NOT o o ° I I �I I �I —�=I I �1 I I \ \ DRILL 3/4 x5 MIN. HOLE - GRADE o. . tT� `. SET BAR IN EPDXY } ; FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP p °•'4: \ O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: `V Cl) REMAIN FREE OF MORTAR. z_ ` H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. T • e ` TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° �"0 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° (2) #5 REBAR. MIN. 3" 01 TOOL OSINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET.WITH 16" MIN. COVER EA. WAY W DGEFROM LOWER COU SES OF SOLID BLOCKS AND POINT THE VOIDS MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 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" = 1'-0" SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. I D y�\!l011lIiiEF�lft�����s �tsE ..o : --j e ' �Y < a �J 0\ < i �r)FESS\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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E Q U 0 0 m M N co, 00 co N J t% W N �M- - LL Q CLL � ,A M aims 33 LL�wa W to aLu a� 0io Z a. -0 co Y. o CND 0 0 0 ca m W W cc o r` .- 2Ec' @No -jpa 2v_� Z IL N Q m Z V J _ �U ❑❑❑ W N z o o Z Q d N � z v(DLL L13 N ", L U n Q O o � � U 00 E2 e — p I =w r U O N O c w n 0 0 ®40 o cD J w CO ID J . z z U- )= E o ECU zo oo >N 1� Z® oa U t— C Qo <o X U a0 0� = O° 0 °< N � �°= o ww �, L a z Y �O m 0 , z U) J < w 29 sona 3 Q o�d wE go �w bm 3 <� A wa 7S C:) CID t z¢ >° a °U3 .N M > (� � L � rn W � .> r LO > CO 0•L m .� o Ln Ln CV o r LO E LO M o m Z E T E CDm w Z c a E U Q 0 JOB NO: 20-1785 SCALE : AS NOTED SHEET NO. SS s 3 m x LQ 0 J co rn N m ,o ,o 0 O J LO 1 N Cr 0 3 a 0 0 i G E 3 E 0 v v i 0 EZ O 0 U i a o_ U a. z N I Y 0 0 7 0 0 00 0 0 a 0 0 A C0 N CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY CONV. BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) IL 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. pg ­,�" 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 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. ---LWOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL K7 SCALE:NTS DIAGONAL - AT 8'-0" MAX TRUSS SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT PLAN SHEATHING CL OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD 2X4 BLOCKING TYP. BETWEEN TRUSSES TRUSS SECT. A -A �A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING lACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS —� AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS (2) 2x8 #2 SYP w O.S.B. FLITCH PI TOP @ TRUSS 8 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 a@ RAISED ENTRY MASONRY WALL r4 SCALE:NTS SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS L.SEE PLAN L. #2 SPF 48" O.C. W/ (4) CENTERED AT SIMPSON HUC410 w/ (14) 1 FOR CANT. 16d INTO 10d TOP & BOTTOM SPLIT TO TIE 10d INTO BEAMS SEE(6) 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) 2x8 #2 SPF RIDGE BEAM .k 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT—j CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL aC� INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES _ ROOF SHEATHING ATTACHED PER 2X4 #2 SPF BRACING @ NAILING SCHEDULE 16" O.C. WJ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS SPF TOP INFORMATION. BOTTOM CHORD PLATE .IkVARIES SEE PLAN FOR WALL LOCATION MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO OIL SEE PLAN FOR PLATE BELOW TOP OF WALL 1 MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE o 16" O.C. MAX. INFO. ° SECTION @ ENTRY s SCALE:NTS SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. & ADDITIONAL INFO. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INICATED ON B. SCDHEDU E/PLANM OPTION S CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT rA SEE ROOF PLAN FOR BEAM SIZE & SCALE: 3/4"=V-0" CONNECTION INFO. BM, SPLICE OVER CENTER OF POST A A I SEE PLAN FOR SIMPSON MTS18 w/ (14) -- 10d NAILS TYP. U.N.O. SEE PLAN FOR CANTILEVER IF SEE FLOOR PLAN FOR INDICATED COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER SEE FOUNDATION PLAN FOR MORE INFO V5" f� COMMON BM. ATTACHMENT SCALE:NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a@ FLOOR CONNECTION 22 SCALE:NTS SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABLE TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE 8d NAILS AT 4" O.C. SEE PLAN FOR VALLEY TRUSS INFO. �• MASONRY WALL BELOW: SIMPSON 4°. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL a 4'-0" O.C. TO GABLE TRUSS OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a° (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS 44. SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE �2� SCALE:NTS EXTERIOR ATTACHED SCHEDULE 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 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3) 10d SCALE:NTS ROOF AND EXTERIOR SHEATHING ATTACHED 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.177 SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON • LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) 1J2" X 41/2" LAG SCREWS ATTACH LAG SCREWS INTO END OF EACH FLOOR TRUSS, 24" O.C. MAX. (AT VERIFY WITH PLAN FOR LOCATION AND DIRECTION (IF PARALLEL SEE 2/D2 FOR BLOCKING INFO) EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS LOW ROOFNVALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/—� L (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT r39 SCALE:NTS DETAILS &SECTIONS r� x% 1SilltPlllli/���� O F Q\§�\\\ E S S `00 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. F 4 .00 8 N (0 Co O' p0 N_ it v ( A N OM N N m OD w ch H - - to rn a '6 fNM W I ' C)u °' a tr > .0 ��� W o Z @ o O m m J W°' �' o a. Z 14Q M Z U 0 J Z ov ono W z N O N � � z J M � N N C o a) T .� N w o o a VN — o r— o wa 3K M MIN U `° � u.r O t— E2 E9 Ti I = U o UA • _0 c ¢ o sm r— o c w M z o Z z J U_ E v zo oso �� � >ry CU CU '6 K 0 a� OU °, N<o L ¢p ww � C 0 Y IC mi 0 YZ —� a z Cn ;z oMIN�d 30 a 'w U as �k aZ Z =F CD < Y a °' 0 �M = co c� .> I� N % T no O CU CO 2 T 0 O oN .� O r T— I� M N T 45 E LO OM r o T Z Z O 2 B cu a 0 _j ¢ o JOB NO : 20-1785 SCALE : AS NOTED SHEET NO. D 1 3 v it m aci v -v _ C> J LO 00 I 0 m Ln iu c d v x LO 0 O J L0 00 i N a 0 0 i v E 9 is c i 0 U 0 O U N a U i z I Y 55 v 0 a> 0 0 v 0 O a 0 cV N 0 m -v N. N. v t/7 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE TEMPORARILY SECURE BARRIER SLOPE WINDOW UNIT WEATHER DOOR ROUGH OPENING FLASHING REQUIREMENTS RESISITIVE 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 (0.6 cm : 30.5 Cm) SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. flashing as described in Section R703.4. Awater-resistive barrier is described as a material behind an exterior wall covering that is intended to a 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 EXTERIOR 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 (ASSEMBLED WINDOW.) OR EQUAL WEATHER PROOF CAULKING 2 CEMT. FIN. barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and �- WEATHER SELF -ADHERED FLASHING BUILDING PAPER embellishments such as cornices, soffits, and fascias. RESISITIVE 2 BARRIER SEAL TOPS OF JOISTS 1 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 WPo7) " 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 barrier above header to allow for flashing manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier 1 1AR703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a s. Fold weather resistive barrier back over head water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be BE USED. flashing and seal with tape 2 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 1 EXTERIOR DOOR WITH DECK - SECTION A 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 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 cavity �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 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 building wall with a sealant complying with AAMA 800 or ASTM C920 Class OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) 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 ° 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 ;..- 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, r RELEASE PAPER TO EXPOSE EXTEND A 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 BOTTOM OF or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall THRESHOLD comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: SECTION -A (SEE DETAIL WP02) 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 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 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. 2 , s 5 1.2. In accordance with the flashing design or method of a registered design professional SELF -ADHERED FLASHING NAILING FLANGE i 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 HALF ROUND WINDOW FLASHING ■ 1 EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING■ , SELF -ADHERED INS D CORN R FLASHING ■ ' • 4. Continuously above all projecting wood trim. 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. rvM0nrrvU 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 O 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 rvlonrrvU 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN .E AM SELF-ADHEF 1'-4" PER PLAN V-0" PER PLAN SHOWER SEAT 4 a SELF -ADHERED FLASHING OUTSIDE CORNER Z SELF-A�. PATCH HERED FLASHING Wa Lu PLASTER STOP - I- cn _ co CONTINUOUS BACKER - LJ U ROD & SEALANT W W w �o A W 1 2 4 5 a 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 II THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS \_ _ - �STER STOP A NTINUOUS BACKER ROD EALANT MENTITIOUS FINISH ?AL FRAMING tAL SHEATHING 3AF 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 r� C� I� l 0 CV 0 CV M 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 beadng Engineer's signature and seal. N W a E Ecoq SOD o v ` N# O p � � N J N r N# rp LL 0 H .�C',�a -r'* W 'j-J N- LL. `J d 4 a Vj M WUi LL ° CL W Z > ���, Io o _ IX O O m J mom¢ W m0r- M E o a T. LLW 61 0 "' N � � y N Q co V O J Z OU ❑❑❑ W M � Z N O Co o S z J M O- N M z CD LL QX W o n U � O G) t!1 N w c s N N oilr.0 U °' T g I o m c ()s ¢ o sm o w Cl)Z M o J Q E E 0 Z g0 z } N ¢n Z® Da I- CL o E Ro oQ ffo uo of �Z o (V L Qz o Q wz ::3 � N O z Y mm ' 0 o z z a� aw �Z 2 � o< gZ o E a �w V �� ao k �- CD aN� wad ila o 3 �M .o = E2 > M CC L m e rl1 W ca 0 > r11- L / > r\ Q L O o m r o "5, o LID� CJ o LO 2 I� o r (D T co r o E r Z Z E O rn m it E U J Q c J JOB NO: 20-1785 SCALE : AS NOTED SHEET NO. W P Mounti1ng(.2Orwksts (10x2-12.G",ei +" ' See Ark0or Sc 1101ts 1 �r 131a. A325 G*. (Typ) Sellf-ix kirto Nuts M Wit Cross Support (may blL!L cut W W) Self -Drilling 5crms (Typica k 3 In %nt) 'F 0� 0 r : Fm opt Cross Su powt JI F, (May be cut to W) (16Gauge) 'N -& -#14 Self-Dirtling Screm Thru Btackets Back Cross import into A/C Unit 86nom Side (Typicalt 3 each, side fDrhurrtcane use) INSTALLA116N INfORMATION Florida Department of Business & Professional Regulation Pagel Df2 Building Codes and Standards 3/2812018 Product Approval Application Detail Code Entity or 11 1 IN! Date Date Date Pandina EMEMM Date TYRO Version Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2017 Gulf Coast Supply & Manufacturing, 1-1-C Eng David Daniel S. Kuhn Locke Bowden P.E. 10/1212017 10/10/2017 10117/2017 12/1212017 Approved Category: Roofing (352) 498-0778 PE-75519 (334) 300-1800 Subcategory: Metal Roofing lnfo@gulfcoastsupply.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Quality Assurance 4 Approved for Use Approved for LIM Impact Design seci # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 0.032&quot; Aluminum 5V Crimp Min 0.032&quot; 5 V Crimp Aluminum Roof Panel 0411212024 No Yes N/A N/A/ over 15/32&quot; Plywood -108.5psF 2 0.032&quot; Aluminum Gulf Lok Min 0.032&quot; Aluminum Gulf Lok 16&quot; Wide 04/122024 No Yes N/A +N/Af Roof Panel over 15/32&quot; Plywood -116.OPSF 3 1&quot; 24ga. Gulf Snap I&quot; Gulf Snap 24 Ga 17&quot; wide Roof Panel 04/122024 Yes Yes N/A N/A(--131.OPS over 15132&quot; Plywood 4 1&quot; 24ga. Versal-oc l&ciuct; Versai-oc 24ga 16.5&quot; Wide Roof Panel 04/1212024 Yes Yes N/A -N/At over 15/32&quot; Plywood -138.5PSF 5 1&quot; Versat-oc 032&quot; Aluminum 1&quot; Versal-oc min .032&quot; Aluminum over 04/1212024 Yes Yes N/A +NIAt I 5/32&quot; Plywood -101.OPSF 6 1.5&quot; 24ga, Gulf Snap 1.5&quot; Gulf Snap 24ge. 16&quot; Wide Roof 04112/2024 Yes Yes N/A +N/A( Panel over I5/32&quot; Plywood -116.OPSF 7 1.5&quot: 24ga. Versal-oc 1.5&quot; Versat-oc min 24ga. 16&quot; wide Roof 04112/2024 Yes Yes NIA +N/Af Panel over 15/32&quot; Plywood -123.5PSF 8 29quot; 24ga. Megat-oc Min 24 Ga. 2&quot; Megal-oc 18&quot; wide Roof 04/122024 No Yes N/A +NIAI Panel over 15t=quot; Plywood -108.5PSF 9 24 Ga. Gulf Lok Min 24 Ga. Gulf Lok 16&quot; Wide over 15/32&quot; 04/1212024 No Yes N/A +N]Af-96.7PSF Plywood 10 24 Ga. Gulf Seam Min 24 Ga. Gulf Seam 16&quot; Wide Roof Panel 04/12/2024 No Yes NIA NIA/-93.5PSF over lx4 Wood Pudins over 15132&quot; Plywood 11 24 Ga. Gulf Seam Min 24 Ga. Gulf Seam, I 3/4&quot; Snap Look, 04/122024 No Yes N/A -NIA/ 18&quot; Wide Roof Panel over 15/32&quat; Plywood -108.5PSF 12 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over 15/32&quot; 04112/2024 Yes Yes N/A +N/Af Plywood -156.5PSIF 13 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp over 15/32&quot; Plywood 04/12/2024 No Yes N/A +NIAI-131.PSF 14 26 Ga. 6V Crimp Min 26 Ga. 5V Crimp Roof Panel war lx4 Wood 04/12/2024 No Yes N/A N/A/ Purlins over 15i32&quot; Plywood -156.5PSF 15 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&quot; Wide Roof Panel over 04/12/2024 Yes Yes N/A -NYA1 15/32&quot; Plywood -161.OPSF 16 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&quot; Wide Roof Panel over 04112/2024 No Yes N/A +NJAI-63.5PSF 15/32&quat: Plywood 17 26 Ga. GuIfPBR Min 26 Ga. Gulf PBR Roof Panel over 15/32&quot: 04/12/2024 No Yes N/A +NIA/ Plywood -154.7PSF Florida Department of Business & Professional Regulation Page 2 of 2 Building Codes and Standards M8f20I 8 Product Approval Application Detail Quality Assurance Approved for Use Approved for Use Impact Design Se-3 # Product Model, Number or Name Product Description In HVHZ Outside HVHZ Resistant Pressure 18 26 Ga. GulfPBR Min 26 Ga. GulfPBR Roof Panel over lx4 Wood 04112/2024 Yes Yes NIA -N/Al Purlins over 15/32&quot; Plywood -151.7PSF is 26 Ga. GulfPBR Min 26 Ga. GuIfPBR over 15/32&quot; Plywood 04/12/2024 Yes Yes N/A +N/A/ -154.7PSF 20 26 Ga. GuIPBR Min 26 Ga. GulfPBR over 10 Wood Purfin s over 04/12/2024 No Yes N/A +NIAI 15132&quot; Plywood -151.7PSF 21 26 Ga. GulfRlb Min 26 Ga. Gu]fR]b over lx4 Wood Purlins over 04/12/2024 No Yes N/A +N/Al 15132&quot; Plywood -164.2PSF 22 26 Ga. GulfRib Min 26 Ga. GulfRib over 15/32&quot; Plywood 04/12/2024 No Yes N/A +NiA/ -159.2PSF 23 26 Ga. GulfRib Min 26 Ga. GulfRib over 15/32&quot: Plywood 04112/2024 Yes Yes N/A +N/Al -159.2PSF 24 26 Ga. GulfRib Min 26 Ga. GuIfRIb over lx4 Wood Purlins over 04/12/2024 Yes Yes N/A +N/At 15/32&quot; Plywood -164.2PSF 25 29 Ga. GulfRib Min 29 Ga. GulfRib over 1 x4 Wood Purlins over 04/12/2024 No Yes N/A +N/Al 15t32&quot; Plywood -123.51`SF 26 29 Ga. GulfRib Min 29 Ga. GulfRlb over 15132&quot; Plywood 04/12/2024 No Yes N/A -N/Al -146.OPSF 27 29 Ga. Gut Rib Min 29 Ga. GulfRlb over ix4 Wood Purlins over 04/1212024 No Yes N/A +N/Al 7/16&qu ot; O.S.B. -101.OPSF 28 29 Ga. GulfRlb Min 29 Ga. GulfiRlb over 7/16&quot; O.S.B. 0411212024 No Yes N/A -N/Al -11B.OPSF Search criteria Code Version: 2017 Fl. #: 11651 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 HVHZ: ALL Impact Resistant: ALL Design Pressure: ALL Date From: ALL Date To: ALL ti 00 towl ta0i"'k-405 WW" 0 ,100' R A3 .. . ........... .... ....... FL17244A ------- li� . ..... ... . ... Lf ��. .3 ESR-3455 . ...... ...... . ..... .... . . .... .. . .... ...... .......... . .. - ------------- 12/31/2020 020 A23 HU210-2 I'Ll 0446.2 FL1 0856.4 ESR-2606 ESR-2549 12t31/2020 12131/2020 HD212-2 FL17232.3 ESR-3445 12/31/2020 HU212-2 FL10856.4 ESR-2549 12131/2020 HD216 FL17232,3 ESR-3445 12/3112020 HU216 FL1 0856.5 ESR-2549 1213112020 HD216-3 FL17232.3 ESR-3445 1213112020 HU216-3 FI-10855.1 ESR-2549 12(31/2020 HD26 FL1 7H2,2 ESR-3445 12/3112020 H026 FL1 0856.3 ESR-2549 1213112020 HD282 FL17232.3 ESR-3445 12131/2020 HU28-2 I'L10856.4 ESR-2549 12/31/2020 HD410 FL1 7232.4 ESR-3445 -1-2/31/2020 HU410 FL10856.9 ESR-2549 122731/2020 HD412 HD610 FL17232.4 . ............ ...... ..... . ............... . .... ............ . 7232.4 ESR-3445 . .......... . . . . .............. . . .. ............ ESR-3445 12/3112020 12/31/2020 HU412 HU610 FL10856.9 FL10856.10 ESR-2549 ESR-2549 1213112020 ........ ... .. 12/31/2020 241 0 HUCQ410 FL1 1468.11 SIM200804 12i31121MO HGA10 FL17699.1 Evaluation Report 12/31/2020 HGA10KT FL1 1470.4 SIM200803 12t3l/2020 HGAM110 FL17699.1 Evaluation Report 12/31/2020 HGAM10KT FL1 11470.4 SIM200803 12131/2020 HHCP2 FL17236.7 ESR-3448 12/31/2020 HCP2 FL1 0447.2 ESR-2551 12/31/2020 HTA16 . . . . . . . . . . . . . . . . . . . . . . . . FL17680,4 Evaluation Report 12/31/2020 HETA16 FLI 1473.5 SIM200802 12131/2020 HTA20-1 8 I'Ll 7680.4 Evaluation Report 1213112020 HETA20 FL1 1473.5 SIM200802 12131/2020 HTT16 FI-17324.2 Evaluation Report 12/31/2020 HTT16 FL1 1496.1 ES-0130 12131/2020 ..... ..... ...... .... .. HTT45 FL173242 E\eluation Report ............ ----------E-SR-3455 12/31/2020 ........ .. ...... . .. ........ . .... 12/31/2020 HTT22 HTS16 FL1 1496.1 FL1 0456.22 ES-0130 ESR-2613 12131/2020 ........... . .. 12131/2020 HTW20 7"-24,-4-. -8 E- -S-R,"--3- -4-5 -5 1-2 /3 1/ 2 02 0 HTS20 FL1 0456.23 ESR-2613 12/31/2020 . .. HTw24 FLI 7244.8 ESR-3455 12/31/2020 HTS24 FL10456.24 ESR-2613 12131/2020 HTW30 FL1 7244.8 ESR-3455 12/31/2020 HTS30 FL1 0456.26 ESR-2613 12131/2020 HTWM16 FL6223.2 Evaluation Report 12/31/2020 HTSM16 FL1 1473.11 SIM200802 12/31/2020 HtWM20 FL6223.2 Evaluation Report 12/31/2020 HTSM20 FL11473.11 SIM200802 12t3l/2020 HUGT2 FL6223.3 Evaluation Report 12/31/2020 HGT2 FL1 0456.18 ESR-2613 1121131/2020 HUGT3 FI-6223.3 Evaluation Report 12/31/2020 HGT3 FL1 0456.19 ESR-2613 12131/2020 HUS210-2 . . . . . ..... .... .. ........ t:fu§m FL17232.6 ... i�cff�j� . . . . . . .6 . . .. . . . ... .... . . . . ..... ..... . . ...... ...... ESR-3445 ---ESR- 12/31/202G f2Td1j 12/3112020 HUS210-2 HUS212-2 HUS26 Fu0856-R4 - FL10856.11 FL10856.11 ESR-2549 ESR-2549 ESR-2549 12131/2020 -1 12/31/2020 . . ..... -I--- 12131/2020 HUS28 FL17232.6 ESR-3445 12/31/2020 HUS28 FL10856.11 ESR-2549 12131/2020 HUS28-2 FL1 7232.6 ESR-3445 12/31/2020 HUS28-2 FL10856.11 ESR-2549 12131/2020 JL24 FL1 7232.7 ESR-3445 12/31/2020 LU24 FL10655.103 ESR-2549 12131/2020 JL26 FL17232.7 ESR-3445 12/31/2020 LU26 FL10655104 ESR-2549 12131/2020 JUS210-2 FL17232.11 ESR-3445 12/3112020 WS210-2 FL10655.107 ESR-2549 12131/2020 JUS24 FL17232.10 ESR-3445 12/31/2020 WS24 FL10655,109 ESR-2549 12131/2020 JUS26 . ..............JUS26-2 JUS28 FL17232.11 FL17232.11 . . ......... .................... . I ....... ..... . .... . .. . ... FL17232.11 ESR-3445 ESR-3445 ...... . ... ... ...... . .. ... ESR-3445 12/31/2020 12/31/2020 12/3112020 WS26 WS262 WS28 FL10655.111 FL1 0655, 112 FL10655.113 ESR-2549 ESR-2549 ESR-2549 12131/2020 1---.1-11- ......... . ... 12131/2020 12131/2020 JUS46 FL17232.11 ESR-3445 12/3112020 WS46 FL10655.118 ESR-2549 12131/2020 KLEG3 FLI 7241.15 ESR-3444 12/3112020 LEG3 FL1 0667.71 ESR-2615 12131/2020 KST260 FL17244.15 ESR-3455 12/31/2020 MST50 FL1 0852.7 ESR-2105 12131/2020 LSTA12 FL17244.18 ESR-3455 12/3112020 LSTA 12 FL1 085Z4 ESR-2105 12131/2020 LSTA15 FL17244.18 ESR-3455 12/3112020 LSTA 15 FL110852.4 ESR-2105 12131/2020 LSTA18 FL17244.18 ESR-3455 12/31/2020 LSTA 18 Fl-1085Z4 ESR-2105 12131/2020 LSTA24 FL17244.18 ESR-3455 12/31/2020 LSTA24 FL1 0852.4 ESR-2105 12131/2020 -CSfA30 .. . . ......... - ........... I ...... . . . . ............................ . ... . LSTA36 1;�244.ilEl . .... . . . ..................... .. ..... .................... .. .. ...... . .... FL17244.18 E§k-3455 ........ . ... . .......... ...... ..... . . .. ......... ...... ..... . ..... . . .. . . . .................... ............ . ..... . ...... ... ....... ................................................ ESR-3455 -Twii2020 .... .. ....... ........... ....... 12131/2020 LSTA30 LSTA36 FL10852.4 FL10852.5 ESR-2105 ESR-2105 --i fi2 6 . . ... . ..... 1213112020 LTS19 FL172192 ER-0200 12/3112020 LTT1 9 FL1 1496.3 ER-130 1 V3112020 LTS20B FL17219.2 ER-0266- -1-2/3�1/2020 LT720B FL1 1496.3 ER-130 12131/2020 1-717131 FL172119.2 ER-0200 12/31/2020 LTT131 FL1 1496.3 ER-130 12/31/2020 LTW1 2 FL1 7244.8 ESR-3455 12/31/2020 LTS12 FL1 0456.29 ESR-2613 1213112020 LUGT2 FL17240.2 ESR-3447 12/31/2020 LGT2 IFLI 1470.7 SIM200803 1213112020 MP3 FL17244.22 ESR-3455 12/3112020 LS30 FL1 0446.15 ESR-2606 12131/2020 MP34 FL17244.23 ESR-3455 1213112020 A34 FL1 0446.3 ESR-2606 12J3112020 . .... . ......... . . . . MP4F . . ......... . . . MP5 .............. ... . ... . .................. FL17244.24 FL1 7244.22 . .......... ESR-3455 . ........... ......... . - . ......... . . . .... ............ - . . ... . . . ................................... ESR-3455 -". - ---------- 12/3112020 12/31/2020 LTP4 LS50 FL10446A9 FL1 0446.16 ESR-2606 ESR-2606 12/31/2020 ..... . . ..... .. 1213112020 MPH3516 FL17240.3 ESR-3447 12/3112020 WM1416 FL1 0667.86 ESR-2615 12/3112020 MSTA12 FL17244.18 ESR-3455 12/3112020 MSTA12 FL1 0852.8 ESR-2105 1213112020 MSTA15 FL17244.18 ESR-3455 12/3112020 MSTA15 FL10852.8 ESR-2105 1213112020 MSTA18 FL17244.18 ESR-3455 12/31/2020 MSTA18 FL10852,9 ESR-2105 12131J2020 MSTA24 FL17244.18 ESR-3455 12/3112020 MSTA24 FL110852.9 ESR-2105 12/3112020 MSTA36 FL17244.18 ESR-3455 12131/2020 MSTA36 FL1 08519 ESR-2105 12131/2020 MSTC40 FL17244.26 ESR-3455 12/3112020 MSTC40 FL10852.11 ESR-2105 12131/2020 ............ . ............. 1W12 FL1 7244�26 FL17244.8 ESR-3455 ................................... .. . . . .... ...... ................ . ..................... ESR-3455 1213112 1-11 1...., 1 -.11-1-1-1.1 ... 12/3112020 MSTC52 MTS12 FL10852.11 FL10456.33 ESR-2105 ESR-2613 1213112020 ............ . .. . ............... . 12J3112020 MTW16 FL172, .8ESR-3455 12/31/2020 MTS16 FL10456.34 ESR-2613 12131/2020 MTW118 FL17244.8 ESR-3455 12/31/2020 MTS18 FL10456.35 ESR-2613 12131/2020 MTW20 FL17244.8 ESR-3455 12/3112020 MTS20 1=1-110456.36 ESR-2613 12131/2020 MUGT15 FL17240.5 ESR-3447 12/31/2020 MGT FL1 1470.9 SIM200803 12131/2020 NFM35X12 FL578.2 Evaluation Report 12/31/2020 MBHA3.56/11.25 FL1 3904.6 ESR-2616 12131/2020, NFM35X16U FL578.3 Evaluation Report 12/31/2020 MBHA3.56/16 FL13904.6 ESR-2616 12131/2020 PAU44 FL17239.13 ESR-3449 12/31/2020 HDU2-SDS2.5 FL1 0441.4 ESR-2330 1213112020 --FAU66 ... . ...... . .............................................. . PHD2A 7239.13 ...... . ........... . . ................... FL17219.3 --ff! �R-3�9 .. . .......................... ............. . - 1 111-11.1-1 ... .... ... - .. . ....... ER-0200 1/2020 12/3112020 GLTV3,516 FGTR F11-10667.8 FL1 1473.2 ESR-2615 SIM200802 12/31/2020 - - - - ------ - ---- PHXJ3516 FL17241.20 ESR-3444 12/31/2020 CS16 FL10852A ESR-2105 I 2i�l /262(� RFUS FL6223.5 Evaluation Report 12/31/2020 H1 FL10456,5 ESR-2613 12131/2020 RS150 FL1 7244.27 ESR-3455 12/31/2020 H10 FL1 0456.6 ESR-2613 1213112020 RT1 5 FL17236.3 ESR-3448 12/31/2020 H10-2 FL1 0456.7 ESR-2613 12131/2020 RT1 6-2 FL17236.2 ESR-3448 12/3112020 1-1110A FL1 0456.6 ESR-2613 12131/2020 RT16A FL17236.2 ESR-3448 12/31/2020 H3 FL10456.13 ESR-2613 12131/2020 RT3A FL17236.3 ESR-3448 12131/2020 H4 FL10456.14 ESR-2613 1213112020 RT4 ........................... . . . .- ... .. ..................... . . RT5 FL17236.3 . .... .......... ...................... -- ............ . .. .............. ............. FL17236.3 ESR-3448 . ................ ... - ... . . ..... .............. - ...... . .................................... ....... . .. ......................... ESR-3448 12/31/2020 12/31/2020 H5 H2.5 FL10456A5 FL10456.11 ESR-2613 ESR-2613 12131/2020 ... . .............. -1--.....--.- 12131/2020 -12020 RT7-FL17236.3 E5R-344 12/3112020 H2.5A FL10456.12 ESR-2613 RT7A FL17236.3 ESR-3448 12131/2020 H8 FL1 1470.3 SIM200803 12/31/2020 RTaA FL17236.3 ESR-3448 12/3112020 spi FLIINW411 ESR-2613 12131/2020 SPT22 FL1 7244.30 ESR-3455 12131/2020 SP2 FL1 0456.42 ESR-2613 112/311/2020Y SPT24 FL17244.31 ESR-3455 12/31/2020 SP4 FL110456.43 ESR-2613 12131/2020 SPT4 FL1 7244.32 ESR-3455 12/31/2020 SP6 FLI 0456.44 ESR-2613 12131/2020 SPT6 FL17244.32 ESR-3455 12131/2020 SP8 FL1 0456.45 ESR-2613 1213112020 SPT8 ....... . ... ....... ..... . .................... .......... .................... SPTH4 FL1 7244.32 ................ . ............. 1 11 . ............... .. -1 -1..-.., FL1 7244.j�� ESR-3455 . . ............... . ........ ............ ............... . ... . ............... . ................ .. .. .. ESR-3455 12/3112020 I ........ . . 12/31/2020 SPH4 SPH6 FI-1 0456.46 FI-110456,47 ESR-2613 ESR-2613 1213112020 1213112020 TH ................ 1=1-117244��2 ESR-3455 . ............ . ...... .............. .. ..... . .. ........ .. ESR-3455 12/31/2020 ........ . . ..." I. -I. -I - .. . ....... 12/31/2020 SPH8 U24 FL1 0456.48 FL10655.141 ESR-2613 ESR-2549 1213112020 12/31/2020 SUH24 FL1 7232.13 ESR-3445 12/3112020 HHUS28-2 I'L10655.3 ESR-2549 12131/2020 THD28 FL17232.16 ESR-3445 12131/2020 HHUS410 FL10655.4 ESR-2549 12/51/2026' THD28-2 FL17232.16 ESR-3445 12131/2020 HGUS5.25/12 FL11468.11 SIM200804 12131/2020 THD410 FL17232.16 ESR-3445 12/31/2020 HGUS414 FL1 1468.10 SIM200804 12131/2020 THD412 FL17232.16 ESR-3445 12/31/2020 HDQ8-SDS3 FL10441.1 ESR-2330 12/31/2020 THD612 ....... . ............................ -1 - . .......... THDH414 FL17232.16 ..... . ..................................................................... . FL17232.17 ESR-3445 ...... .. ........... ............................ I I . . ................................. ............. ................ ............... ............ ............... . ESR-3445 12/31/2020 12/31/2020 MSTAM24 MSTAM36 FL1 1473.19 FI-1 1473.19 SIM200802 SIM200802 12131/2020 12/31/2020 UGTS3F . ..... . .............. ... .... .... ..... .. .. UPHD8 FL2033.11 .... . ... ........ . . . ...................... . . .. . ....... ..... . ..... ... ........ FL17219.5 Evaluation Report . . .... ..... . .... ...... . .......... ................ - .......... . ......... . ............ ER-0200 12/31/ 020 . ................ 12t iiib 6 MSTCM40 HH-ETA20 FLI 1473.19 FL1 1473.9 SIM200802 SIM200802 12131/2020 ............. 12131/2020 LGT3-SDS2.5 FL11470.7 SIM200803 1213112020 LGUM262 FL1 1473.12 SIM200802 12/3VM0 PRODUCT APPROVAL SPECIFICATION SHEET(2018) As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the inibrmation 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 gory/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) FI 20461.1 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FI-20461.6 +67.0/-67.0 psf 12/3112021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FI-20461.9 +67.01-67.0 psf 12131/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FI 20461.14 +67.0/-67.0 psf 12/31/202 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf 12/31/2021 ThermaTru Smooth -Star and Benchmark FI-15225.5 +67.0/-67.0 psf 12/31/2021 ThermaTru FiberClassic, Smoothstar, Classic Craft, Rustic FI-7640.1 +67.0/-67.0 psf 12131/2021 B. SLIDING MI Windows and Doors Series 420 FI-15332.11 - FL16332.5 +40.0/-40.0 psf 12131/2020 PGT Series 5570 FI-251.10 4/14/2021 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf 5/21/2028 Clopay Building Products Residential WinclCode Doors W6 (16X7) FL15279.53 +30.0/-30.0 psf 5/2112028 Clopay Building Products Residential WindCode Doors W6 (8X7) FL1 5279.86 +38.0/42.0 psf 5/21/2028 Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37-0/41.0 psf 5/21/2028 D. METAL LOUVERED DRS Curries Division ofAADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FLI 1537.1 N/A (see inst sht) 12J31/2025 2, WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf 10/8/2023 PGT Series 5500 FI-239.7 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 185 FL16349.1 +40.0/-40.0 psf 4/3/2023 PGT Series 5520 FI-243.9 4/30/2020 D. MULLION MI Windows and Doors Series 5764 FI-15353.2 N/A 12131/2020 PGT Series 5500 FL261.1 N/A 5/26/2021 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1-FL13192.2 N/A 12/31/2020 B. SOFFITS Alside Solid and Vented Soffit FI-15272.1 - FI-15272.2 +70.0/-70.0 psf 12/31/2020 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12116/2022 B. UNDERLAYMENTS Tamko 151b Felt Undedayment FL1 2328.6 N/A 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Of Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products., Inc Vent RV10 FL21580.3 WA 12/31/2020 Lomanco, Inc DA-4 Exahust Vent FI-17202.1 N/A 7/10/2021 E. ROOFING TILES ora i e Vilfa Boral Tile Saxony 900 FL7849.16 - FI-7849.20 N/A 12131/2020 F. METAL ROOF GulfCoast Supply& Manufacturing, LL 0.032" Aluminum Gulfl-ok 16" wide roof panel FL1 1651.2 R3 N/A 4/12/2024 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FI-15076.2 N/A 12/31/2020 All American Shutters & Glass Galvanized Steel Storm Panels FI-17869.1 N/A 12131/2020 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FI-1999.1 - FI-11999.4 N/A 12/31/2020 MiTek Industries, Inc. Truss Plates FL2197.1 - FI-2197.5 N/A 1/11/2023 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FI-6527.5 NIA 3/3112021 D. MATERIAL Cast -Crete Corp. High Strength 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 Ibliowing information must be available to the inspector on the jobsite" 1) copy of the product approval, 2) (D fU U) -Cu 0 a) CL CL 0 0 CU -Ii.� 0 -0 im - U) = cc 0 -cu cn 0 C 11 0 CD- C 0 CO = 0 .0 CCf U- L- -b M > D Cn -0 G) E 0 w 0 Q -E ccn, W J co 0 L- CL CL 0 0 M CIO LU < Z CL SHEET NO. PA 1.0 Flonda Department of Business & Professional Regulation Page 1 of 8 Florida Department of Business & Professional Regulation Pace 3 of a Building Codes and Standards 12/12f2918 Building Codes and Standards 12/12/2018 Product Approval Application Detail Product Approval Application Detail Code Entity or PAI (L(t Date Pending 2AL Code. Endty ter gatg 222k Data Pandina (5,�(g, 7Ya4 V-19n Submitted FSC Aooroval Aaoroved duals Iygt Wralon Manufacturer C.M.sf Engineer&Lleeme Validated By validated submitted FBC Approval Approved status Revision 2017 Therma-Tru Corporation Rick Wngm Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 13152017 07/12/2017 10/182017 12/1Z'2017 Approved Revision 2017 Therma-Tru Corporation Rick Wight Lyndon F. Schmidt, P.E. 9 Yon Ryan J. King, P.E. 12/132017 12/132017 12212017 02/132018 Approved Category: F-1derlmr Doors (419) 298-1740 PE-43409 (813 767.6565 ) Category: Doors (419)298.1740 PE-43409 (813)767-6555 Subcategory: SWn In Exterior Door Assemblies g rY: 9 9 nckw eonsuaards. dmll�dg Subcategory: Sv4nging Exterior Dom Assemblies ry: Swinging rtekw@iwbndge:onsutiams. Compliance Method: Evaluation Report from a com compliance Method: Evaluation Report from a com Florida Registered Architect or a Ucensed Florida Fiodda Registered Architect or a Licensed Florida Professional Engineer Profemlonal Engineer oBydi A,,-nc,ilIWAAety nc,Ap�F,ty ace r t- visa faor�yveafor U�(g-q Aooroyedfor Us, Jm.ai 0p31gg Quality Assurance pCpProved for Us, Aoonvedfor Uae Im Pact Deal,, Seui Producl�odel. Number or NameNumber or Name ProductD egtl�(eyDA,eelotlgn(!ygDea�otloa Conti t j Deese (�f-EjgJrtiggaMlon In HVHZ Outside,� jay Resistant Pressure Seai Pro�u�Mo�al. Numbar or Name ProductDa,�(ssriatloa Coil"i�£L" t E',hatio. OaoiLatbn nab f Lu= Outside HVHZ $esistant Prescuro 1 a. ThermaTru Flber-Classic end SmoatrStr 8 & uallon4m ad& oP opaque Nominal SWSq p qu peque 121312020 No Yes No WA 1 e. Thermo-Tru Fiber-Ciesslc eat alr SmoSlar Nominal 681s39;8 &quotNonlmpad&quot Opaque 12/31/2021 No Yes No WA Composite Edge Fiberglass Single Door Composite Edge Fiberglass Single Door Qnsving7Oulsxing; X configuration) gnswing/OutmIng; X configuration) 6 arms -Ton Fber-Classic and Smodh-Star Nominal 9;0 &qudNorn-Impad&1pIopaque 12/3 2020 No Yes No A S f. Therma-Tru Fiber -Classic aril Smooth -Star Nominal BBM39;0 &quotPon-Impact&qua; Opaque 1213112021 No Yes No WA Composite Edge Fiberglass Single Dam Composite Edge Fiberglass Single Dom (Inswh tswi g ; X configuration) onaMnglOuisw)ng; X configuration) 9 I. Thertne•Tnl Fber-Classle and Sm..WSm1 Nominal 68w39;8 &quotNon Impact&quit; Glared 12/312020 No Yes vie WA 9 1. Thenm-Tru Fiber-Cbsslc aril Smooth -Star Nominal 6&*39;8 &quo1;Nl Impact&qua; Gbzd 12/312021 No Yes No WA Composite Edge Fiberglass Single Door Composite Edge Fiberglass Single Door onswing0utswirg; X configuration) '14n. pnswin /Outawl ; X corm uration) 14 n. Thgrma-Tru Fiber-Cassic and Smoolh-Star Nominal O 9;0 &quotlion-Impact8.qua202o ; Glmed 12/31 M3 No Yes W WA arms er- ss c e - er nit qu n• a e Composite gloss Sings Door o s No NIA Composite Edge Fiberglass single Door 0nswinfiKArawiw: X cormcurallonl X (hswinglOuiswlng; Xconfiguration) Florida Department of Business & Professional Regulation Page 2 a2 Building Codes and Standards 1=2020 Product Approval Application Detail Quality Assurance Awroyed for Use Approved for Use Imuaa Resign Sea k Product Modal. Number or Rama Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 12/312020 No Yes No N/A 145-3/4&qud;x80&quot NON -REINFORCED 2 SERIES 420ALUMINUM SGD SERIES 420ALUMINUM SGD OX. XO, XX 12/312020 No Yes No N/A 96&quot;x80&quot; NON -REINFORCED 3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED CXO 12/312020 No Yes No N/A 145-3/4&qum;x96&quit; 4 SERIFS 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX, 12131,2020 No Yes No N/A XO, XX 96&qud;x96&quit; 5 SERIES 420ALUMINUM SGD REINFORCED SERIES 420ALUMINUM SGD REINFORCED XXX 12/312020 No Yes No N/A FLalaa7dl7 f9ft mm version magglattim Reviein 2017 CURRIES DMMlen of AADG, Ina Caagay: Exterior Doom Subcategory: Exterior Dom Components Compasses Method: Cs Mlo n Marie or Lleag Fla IIIMT, e7 Prdrma AMA Product Medial. Number a Names 1 807, 707, 727. 747. and 647 Single and Palm of Doss Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pepai al 1/602018 Emalar !a$ dal: PcaP.wBm 2es Sorest EnalwarALiberia, YifididedBy vslidaw Sibra lad FISCAmorginl dtorslfd ANN Ddic Dan UL LLC Ted Beman, PE 11/3W2017 tormwil, 12/0M17 Approvd (641) 494.2844 (305) W 4707 davo.ddicQ*mobkmy.w m Queft Apaawd eoruse AmrannadjorUse armed Dwalo0 Product Dnarh*m Contract Explanation Dab In 2ubwe-tmfE Resistant, Ftumun Flesh, Gains. and Lowered shngle end pain of 121312026 Yes Yes Yea WA hoilew wceal dome. Florida Department of Business & Professional Regulation Page 2a2 Building Codes and Standards I2o2o20 Product Approval Application Detail Florida Department of Business & Professional Regulation Page i of 1 Building Codes and Standards 115rmis Product Approval Application Detail 14t1Af24Ra god! Entity or 2i t dale DAM penckm la$ IJme version maistagaaC contact E VnlldradBy )(aid lvkmAd SQAonrsYd Aontmcad Aalaa Revision 2017 Therms -TN Corporation Rick Wright National A00recilla8gl & Ryan J. King, RE. 12I202017 02212017 122212017 Approved Cateaay: Exterior Dwra (419) 2WI740 Management Institute (813) 7674t'd5 SubC&Wgary: Swinging Exterior Door Assemblies, ddnviliwblcigcaaa8ene. Compliance Method: Certification Mark or Lhttng 000, llESA222af13!!d.[!P C! vE Quaft Asammmm Acurroseed for Use Aitrrrfor the ffitsa6 Downs Aaa2 Product Ossurrhadmi Contract Wasindion Dab InHVHZ 2lltlkis HVHZ Ithadetsr lim- e 1 a. &quotCiaseld-CraaBquot end AquotBnch ark by 6/8 and eon Opaque and Gland Fiberglass Door wish 12131=1 No Yes No WA Thence-TrWquoC and WMWA &risk". ma si g ad ouNwhg Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Swats E NN or mm! version Mmufbowm cowAd Enaimw&uwrra vemdobad By Revision WIT Themns-Tnu Cop"bor, Rick Wright Nedoml Accreditation & Ryan J. Khg, P.E Calom: Extorter Doom (419) 298-1740 Management kiefra (813) 79785ti5 SuisCoargeri Exterior DoorAaeembsridav®rxbfngwrs utante. CismisWpe Mood: CelgecetlarlMrkorElating com FMO22&*A Products Pag.1 of; I 11„rml da0 aaat m 20 V§Hdmbd . Submitted PBCAenm>nl Aonmyd Arson 12202017 =21/2017 12222017 Approved 91aEtLA�lrses!d.67LSles Aon[�dtr!!es bond onion Amu! P.mAasBesoddan rL lg.masz smuagmmz BesaYd PJeMm 6 e. 8quotSmoob4ar&quct and aqud;eencemark by me ant NO Opaque end island Fbergtses Door wih 12/312021 No Yes No WA Thorea-Tru&quot and wWwA S(deYW. ha eft and Outlawing Florida Department of Business & Profesaional Regulation Pepe l m / Florida Department of Business & Professional Regulation Page l a t Florida Department of Business & Professional Regulation P.ge I a I Building Codes and Standards 115018 Building Codes and Standards 115+m16 Building Codes and Standards 1A6201a Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail PM6279Mfmt1A224 Salim Erimr 21k data ON*Pendm go BA Ss!& EnwN Goa !.B ladePendhaa 2es 13AtAiBZA fads I'dwcr go bk dabPandleg GNa mm vers6rs maguhWrlas gonad EL>oaes[A.Li- YaBNOW®t vdltlead Agistitltd f17CA-wd Amu®nd Alma Iuns version astagasiNK Colftd EmMrAeLk- vMIdlbd 8, vdld" Ammrd BicAoonsyd Amarearsd Abu& lyi1 version lastillastagat Canted 1mly3J,irsnes. Valldradsv YelidW11 $i&Mkbd FBCAODMal Agomyd AMR Revlabn 2(17 Closer Building Products CWPMY Mark yYeebr6eld IrSer ok Testing Servlees NA, Gary PhaNer 1129=17 08/102017 12FOSM17 Approved Revlslon 2017 Ckxpsy au0ding Products Company Mark Westerfield InaMk Testing Senkss tut, Clary Phmhbr 11/2972017 08110✓m17 12/0S12017 Approved Review 2017 POT Industries Dean Roark MamFDa le BCCO - CER ManlFDads BCCO - VAL 1212a2017 11282017 1225/2017 Approved Casgory: Exterior Doors (513) 7704082 Inc. (513) 5164688 Callsecer: Exterior Doom (513) 770MU Ina (513) 5193588 Category: Exterior Doors (941) 488-0190 (788) 315-2590 aWCategarr: Secdowl Exterior Door Assemblies SubOalepay: Sedlowl Exldor Door Assemiltilea misaarieM®ebpey.eom subCateaar: SllNng DOMbrOw Assemblies dmYk@pgtlduNriescom Compliance Matlid: Certification Mark or Lhdhg CO vile w e Ma9md:CedBkatln M.rkorUft ComplWrca Method: Certification Merk or Llaag Amai Pediatrist Model. Number w Nerhas 9iaheAgMlrsmm, Aormedfor o Approved for Lb. Product Description [aHVHIZ oubktck HVHz lioness gulgB Resistant Plltluy! Aaa2 21YaLA81mes! Aparandfor the Approved fee Use Ploclud Description Conhad Exokadon Date 1QL= 4Wside.HVHz IMRICI Olft ROioUM 1lfaesrs ANSI Product model, NwWarair I uro Guests Amin as Approved for Agrinedfor s Product Deparblion Conrad EXODEUM Dam In HVHZ 2idaide,Ji d0red Rslon Resistant PJ3muce 37 037 W5-00 PAN-2F151: 84A 94, 73, 75, 1500, 190, 76, Seel Pan (min. 26 ga.) Sktgle-Car (up to WO' wide) 05212m No Yes No +30 PSFI.32 53 053 V3-16 PAN-2F163: 84A, 94, 73, 75, 1500, IM 4RST, S" Pan (min. 25 ga.) Double -Car (97 to 16'V 05212028 No Yes No -30 PSF140 10 SGD-5570 Sorge MMM Impact) Vinyl Sliding Glass Door 041142021 Yea Ym Yes WA 76V, 4RST, 4RSF, SRST, SRSF. 2RST, 48, 42, 56, 488, WINDCODEW74; W5 Games Door PSF 4RSF, MT. BRSF, 48, 42, 55. 488, 4213, 55S, Gods, vi WINDCODEB0174; W5 Garage Door PSF 42B, SM. GOS& GD6SV, GRSS, GR6SV, ARSE, ARSSV. ED5S. ED53V GDSSV, GR53, GR5SV, AR5S, AR5SV. ED5S. ED69V Florida Department of Business & Professional Regulation Page 2of3 Building Codes and Standards 12W2020 Product Approval Application Detail FLp17499R8 Rg9i� _ - QualityAssurnce Aoorivd for Use Awrovedit"Use Impact Design San N Product Model. Number or Nam Ramrod Description Contract Expiration Date In HVHz Outside HVHZ Resistam Pressure 2 185 SH 52x72 Fin/Flange Forme IG/SG Single Hung 10/OM023 No Yes No +60/-60 Code ErAlty or Date Data Date Pending Namm Date Jaaa 111N1 � Version ManWadurer Contact Engineer & License Validated By VWl gteg Submlad FBC Approval Approved Stag Inns ialalan IYrdemmt Revision 2017 MI Windows and Doges Brent Sitlinger American Architectural Steven M. Urich, PE 061042019 06A042019 06M72019 Approved Revision 2017 POT Industries Category: Windows (717) 365-3300 Manufacturers Aaeociation (717) 317-8454 Y1MIdOwa Subcategory: Fixed bsidinge miwd.com SubCa ae ory: Fkd g Compliance Method: Certification Mark or Listing p wnsuml2 ploduvb&:. C=pU ampBruceMMhd: CentiBceUowm Mark or Elating Pl.10243411211,Ptdl.a SectA Product Model. Number or Name Product Desalotlon Quality Assuronce ADoroved for use Acaroved for Use Contract Exmrarlon Date In HVHZ Outside MVMZ Impact Deals Resistant Pressure 1 185 PW 73 x 72 Insulated Glass 04/032023 No Yes No +60/-60 6 PW-8520 (lArpe NWNe lmpatl) Florida Deparbnenit of Business & Professional Regulation Pepe t a 1 Building Codes and Standards , 62o1a Product Approval Application Detail S90 Enft or 20 lak Dow Pend rat 2aft Iyae Iamb WAMdICUW Contact CmleseLi1icense Validated Be vaYtlerd Submitted FWAmmmul Amo>Qird Alms. RevlaiOri 2017 Therma-TM Corporation Rick Wright Lyndon F. Schmidt P.E. Ryan J. long, P.E. IWI&12017 10M&2017 10222017 121I 2017 Approved Category: Exterior Dame (419) 2WI740 PE-43409 (813) 7674 M Subcaaeory: Swinging Exterior DoorAeaembibs dd:w®nWWgwnsu8ena. Compliance M*Vwd: Evalation Report from a won Florida Registered Arctdiect or a Licensed Florida Proteesloml Engineer ELQiil1111IIIIIIPJatll.a lbaaLAesraaga Autionaved licerce! AcceovadlorUn Irmet& laden Aes3 Product Model. Number a Name ProductaeeWhOM COr&M EWk4dM 11149 10, Classes Resistant Peurlrs 1 a. &quotFiberClassicill , 8quo05mwthSarBquot% 6111 &quotlmpatl8quot Gismd FibergWs 12131=1 No Yes Yu WA &qucedaNkCra88Wo1; or 8quotClemICadt Shgb Door- a) hewing or Outswing Cwfouradn Rumtic&quot Florida Department of Business & Professional Regulation Rga i a 1 Building Codes and Standards I/srmle Product Approval Application Detail t].ASA11�E4 Saga Eow or 20 Pea laa.PMNNM 2aa mm vmran MMU&G r*r Coned Englesesilaame vapdad By YaUdo d SubraKad F&CApproval AenmYd Alma Royston 2017 James Handle Building Products, Ind. Pingshn8 Zhu Ronald I.Ogawa John Southa d, P.E. 0825/2017 O&gM17 082at2017 101102017 Approved catsgay: Pawl Web (90%349-2927 PE-24121 (352) 367-2528 aubCate9ortr: Siding pirgswelgilluallewsher Compllera Malawi EvsJudon Repo Bran a db.00nr Flo Registered Arohkad or a Clamed FTorlds FIL91311114125 Prefessbnal Engirwr Products 22" Product Model, Number a Name In HVHZ Qrd.1cle H INZ P.rsesors 2 HardlePhank Lap Siding fiber-CnMM lap siding 12I31=20 Yes Yes WA WA Florida Department of Business & Professional Regulation Building Coders and Standards Product Approval Application Detail page l al sAY]ole contact EO darearB.Lkan"yaudafd ev Yelitlebad Seib IiiAw[mrel Anomxd Mesa Dean Ruck Mim400"BCOO-CER Mam4Mtle BCCO-VAL 1=111 7 112/0li 12r2fiIX17 Approved (941) 48"100 (788) 315-2590 dnwk®999naueab•.wm Annrored for Approvedfor Ireesl DOOM PmdWtDsscdngonSgrurE a infria 41Nld,HVHi 1lehaat P- Vlnyl Fbred Window 04/30=0 Yes Yes Yes WA Florida Department of Business & Professional Regulation Page I pf2 Building Codes and Standards 120/2020 Product Approval Application Detail FLo75353-ad Rodrias . r Quality Assurance Approved for Use Approved for Use Impact _ Design _ l3Mml9240 Coda mm vemlon Nsfurbeftm Review 2017 James Hands BuIldheg Products, Inc, Caseapsy: Penal WYate riusCaee my: Siding Cornpltenes Mc9 ,1; Evaluation RePortliom a Florida Ragisbnd Architect or a Licensed Florida Prolasichei Engineer Amu# Product Model. Number or Name 2 HandlePlenk Lap SMlng Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape I of f Il=te gnft mr 20 20 Dab Pending 20 Creed F.Ogalr&Licenes validated By validated Afimddod FBCAonrslul Ag..d AM& Phegdleng Zhu Ronald I.Ogawa John Southard, P.E. g8252017 0111009 17 0828,2017 10/10/2017 Approved (WO) 349.2927 PF-24121 (362) 387-M pingswrgshua'gjnneshi r die.corll Quasar Aermora AoorsYd tar Use Angroved for thin braed ladoa Product Ow Contract Retaliation Di up Km gnimot Ptaesva ftarcement lap siding 12/312020 Yes Yes WA WA Florida DeparMtent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page 1 of 11=18 Florida Department of !Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page l ai I 1/5,20% FUH82'11"i .gall EnW w gate 21& Dab Pirelli lame t'J1]!271141211 fsde E"ft r real fells late PKWNM dale mm Variation lbrrrecrirt Creed Egalogarr3lIcam Vallidelad By Wadded AlOemilld FSQAonrsftml Aggrsxad Alma Iyna vrglan idondemur Contest EnabaaaLi ayalAatedBy YdWtld gtbmKlod FIBIC Assermial Aonasrd Atma Revision, 2017 Clepary Building Products Company Mark VinW%ld Irdemil: Testing Services NA, Gary Ph ashlar 1292017 OSM02017 12/0=17 Approved Review 2017 Clopay Building Products Company Mark NbsarBeM InteMk Teaiblg Sewvkes NA, Gary Pkabiler 112a/2017 08/102017 12/0512017 Approved Category: Exterior Doom (613) 7704082 Ina (513) 51045M Caaliasy: Exterior Dona (513) 7704M inn. (613) 5194 M Subcategory: Sectional Exterior Door Asaamblles mweeartiett@tlopsy.wm SubCebggry: Sectional Exarbr Door Assemblies nmrester8dd@dopsy.wm Cow4WN Method: Certification Mark or LMlag ComplWrra MOmd: Centauri Made or Lbag laal: Predated, Model Nurnew or Narm, Aomowd for ltee Anurieved for Use Product ossoresson CofAmotbmkationDde III irm o�HVHi gay& Jim R Pressure Asa! Product Model. NumbsrwName Answered for lla Aggriefd.for Use, Irnest radon bHYM Ibdddamm l p. , 65 086 VW49 PAN-21`163: 73, 75.840, 94, 42, 48, 42n, 488. Saes Pan (min. 25 ga.) Smga-Cer (up to For wide) 0&212028 No Yes No a35 PSFI.42 102 102 Y15-16 PAN-2F169: 73, 75, 8M, 94, 42, 48, 428, 4&B, Steal Pan (ion. 25 ga.) Doubla-Car (Irr to 187 051212028 No Yes No a37 PSFI41 4RST, BRST, GD5S, GRSS, ARSE, EDSS MNOCODE&k174; WWB Gauge Door PSF 4RST, SRST, GO33, GRSS. ARSS, ED53 wits) 1MNDCODE8M174; YA Garsee Door PSF m 22324US 291a Most Ye[gaga ! Revision 2017 PGT lndueobs Category: VMdows SubCategwy: Slagle Hung Complainers MNlad: Cirtifimbon Mark or Lasting 77 SH-4500 (loge Meealle ImpeW FLMIA I frsde Itre version umnubchm Revhbn 2017 PGT hwusma Category: WWdows subcdegay: Mullins, ComplWae Method: Certification Mark or Llatlng FLF2614t11 Products AIs!! Prodat Modet. Number a ramp 1 Masons faAg Doom and WVMdoevs FLINS A2 Cate Lme Ytmaon Wladiskwm RevWn 2017 Abide Category: Panel Wags aulaCaagory: Soms Compliance Method: Evatustim Report from a Florida Registered Ardaect or a Licensed Florida Profasbnal Engiraer EUMAULBLEMAM $ffil! Product Made. Number or Marro 1 a. aqud;2r&quot Solt Florida Department of Business & Professional Regulation paste i a t Building Codes and Standards 11841018 Product Approval Application Detail Ei'tigror Ink Do 211161 POWIm gate Contest Enobw&.Llame v.11da.e By vallgead sub at IMIC Asaami Avomyd Aria own Ruark MIamFDeM BCCO - CER MWn*Dde BCCO - VAL 122002017 12MSr2017 12261=7 Approved (941) 48"100 (786) 315-200 dnarkillatiftindwbw.crxn Quaft Aowmoad farlla Asterrind,for Un amond DIMM Product Owandon Contract EzWmdw Dab InHlari lLtsidedBQP. Bataw P- VinylSingle Hung Window 07/9021:120 Yes Yes Yea WA Florida DeparMlent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pap l of 11520te Enw ff mate date Dom PMNNM 219 Contest Enothasar3lksess Validated are validated Subm11id L1112Aarmd Agg>mrd Alma Dean Rua* MIemFDde SCOO-CER Mbmi-Docks BCCO-VAL 12/0M17 IIR512017 1210M17 Approvd (941) 48WOO (786) 315-2590 dmamillipgWidwkNa.com gualkAumm Aggrieved Lfor Use Amrmd.Oxttes assist 21wm Product D"Cdodon Contract Ligisidgamall In hyHz ouisio" i Besaaoi Pnesfm Alumiru n Mull" 0626=1 Yes Yes Yee WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape 1 of I 13Iml e P,dalJa dd AImrIAd FMAon� ApprovedApprovedAlma Contest Eod�[.A.LI�e Vaadatsd By Yalld Nick Thompson Lyndon F. Schmidt P.E. Ryan J. Keg, P.E. 10194121111 10103=17 10/112017 12J122017 Approved (330) 92&2389 PE-43409 (813) 7157-15555 rl8prnpeonQabide.com Vent or SOlM Vinyl Solo 12/312020 No Yes No NIA ter nua1M 22111111 17ca Version mMEufimm[ Revision 2017 James Handle Bu" Products, him Caegory: Pawl M/aN SubCdegnry: Swing Compltenw Masada Evaluation Report Soon ■ Florida Rplabrd Aniseed or a Licensed Florida Proleeelonet Engineer B Ing Product hlodsl. Number or Musa 1 Carlo" Lap Siting Florida Departrriend of Business & Professional Regulation Page 1 a i Building Codes and Standards 1=16 Product Approval Application Detail Pugalare late tame IarJpwwm 211a Contact loobaa.& u� Valwad By Yallkleball subBimm FWAonrsial Age Admit Pin sheg Zhu Ronan L Ogawa John Southard, P.E. 011I2S2017 oflg912017 0110=17 10110=17 Appro»d (900)349-2927 PE-24121 (352)367-2526 pingatang.zhuQaenmeshar db.dxxw Cluster A- Associates for U, Approved .for Use JIRM 219on ]s-tllmi 4a11sltle-IONS RWIBtKt 11NMm fbercorond cep siding 12/312020 Yee Yes WA WA Florida Department of Business & Professional Regulation Paga i a i Building Codes and Standards iftwis Product Approval Application Detail 13CAII24t2 29es Ends, or gas lade Dab leandissis 20t mm version lAmuammr C dead E-k-&LBaese valitictdm V W d Saturated FBCAonrsnl Agm®ad Atria Review 2017 Abide Nick Thompson Lyndon F. SalrmMl P.E. Ryan J. King, P.E. 101042017 10/03/2017 10/112017 121122017 Approved Cateemy: Panel WWaea ($30)922-2389 PE43409 (813)767-UN SubCatsgory: Solna nthampeal@etekb.wm CempSraa Method: Evaluation Report tom a Fbrlde Ragiaaed Architects or a Uonsd Florida PMpsbnal Engitaer B Approved for Use Aoraa4isrSae MOM 2edon 00 Product No". lhmba a Mona ll.ttlRli QuIels, Pressure 2 Is. &gao;AAWae T486gwt Soul Vent a SW Vinyl Soft 121312020 No Yes No WA N N c -Cu OCL to U L N t/L� 0 •� cV to /t\ nO CL Cn /t1 Al 0 CIO O -0 a C= 0 Q C 0 - W ICU(n 0 0 C0 0 > .� -0 O C_ � m E z z W J In 0 M 0 (n CIO L- Q U O L_ (M) ^, 'W V / V CW G Z z Q J fZ SHEET NO. PA 1.1 -,_ . Florida Department of Business & Professional Regulation � g Building Codes and Standards Product Approval Application Detail Page303 IJ20/2020 Florida Department of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Pape f of 1 1202020 Florida Department Of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail farga 1 or+ 1151 Florida Departinent of BUBifna88 & Professional Regulation Building Codes and Standards Product Approval Application Detail Papa, o I wm19 � is � � (•� > C f—' L Q C= 0 �r i � ��^t'' V /y�� V \ V U ♦i.7 O 0— L Q Q Q LL � O a U 0 �/•s E Q •Vim/ cD y O > O L CL Code Entity or Dole ,fie Pate Pending paatg TV-- Version Manufacturer Contact Enaineer & License Validated By Validated Suhmli FBC Approval Approved Status Revielon 2017 GAF Michael Stieh Robert Nleminen Jahn W. Knezevich, PE 12(112019 12/112019 12/111 ding FBC Appn Category: Roofing matI.766-3411 PE-59166 (954) 7724224 valuatio mstieh@gaf.com Subcategory:Method: Compliance Method: Evaluation Report from a Florida Registered Arch Rector a Licensed Florida Prdessiond Engineer FLelOtlt•R25 Products - ' Quality Assurance Aooroved for Use Approved for Use Impact Deslon JW" Product Made]. Number or Name Product Description Contract Exdrafion Data In HVHZ Outside fill Resistant Pressure 1 GAF Asphalt Roof Shingles Fiberglass reinforced 3-tab, laminated, 5-tab and 12/162022 No Yes N/A N/A hip/ndge asphalt shingles fralty or Date ppmvai a •� �4 Submitted 7jrpg Version Manufacturer Contact L.rnginserB License Validated By Y.3itdete.4 Submitted FBC Approval Approved Status Revision 2017 TAMKO Building Products, Inc. Kent Eden Zachary R. Pnest Lake Bowden P.E. 10/192017 10/052017 1020/i 12/12/2017 Approved Category: Rooting (417) 624-6644 PE-74021 (334) 300-1800 SrngCategory: Underleymenls kern etlen@temko tong Compliance Method: Evaluation Report from a Florida Registered Architect we Licensed Florida Professional Engineereer - F�1ta2e:7rafiends. - = _:;.. _- - .; dWkv Assgrarce Apaoved for Use Approved for Use impact Deslan sure aeg eh Ftodud Model. Number or Name Pradrct Deacriiiii Conrad Ezohafloo Oala tq,(�,ij Outside HVHZ Re s[anl.CU — NIA Futals4U � Prml� Validated ay I� f� i� Tyet ltf0� � E00�1.�! 1lamWd &lam PEBdoproval Approved &mIM RovMbn 2017 L.V. Thompson, lull the Thompson Architectural Torry Chrlow Zachary R. PdW Lodes Bowden 10110=17 10/1012017 10117=17 12/122017 Approved Metals Company (TAMCO) (813) 248-3958 PE-74021 (334) 300-IMO Category: RooMp mray@gwnrlatoollnp.eom SubCfteamy: Roofing Accessories that she an kgapfW Pad of the Flooding System CarrplYna Metlred: Evaluation Reportfrom a Florida Reghbad Ardmltect or o Licensed Florida ProMesenal Engirar lI31a18.R2 Pepduela ApptID�1lr Approved for IM= 21" ins Product Nadel Numberor Nacre In HVHZ g 1 R' , 1 TAMCO Flat Top Off -Ridge Vent wish Baste for Tt 26 go. Sol rod vendlotr with belle 08N62M Ya Ya WA WA FLatata Rx � $ � Bel: B � Tye( 1C9LUpp lSnIWctmZ Consent Egab�&.Lic� VetMWder Y!ld" flialgallad FDO Assuraved AaQol AtWLL Rayleigh 2017 LV. Thompson, Ind. dbe Thompson Architectural Tory ChrlNmon Zachary R. Priat Lodes aowden 101102017 10/102017 10/172017 121121211,117 Approved Mpt5b Company (rAMCO) (813) 24&$4.% PE-74021 Celegdry: Flooding Wl'ce9eg.eorn Subcategory: RooMg Aceauortes that are an Integral Pad of the Foothill system CoanPNernce elaaned: EalurtWn Reportionsa Florida Regrstered ArNMd a ■ Llansed FWrida ProNabrei EngineerO PLJ1af9atf Predub Approved for App ,dforUee I� 21.m AW In NVNZ g 1 p� 2 TANICO Ocaeneck Vent 28 ga. OaD9/2028 No Yes WA +0/-62.5 6 No. 15 LL Asphalt saturated ani, felt 10/182021 Yes Yes NIA /Co+ ^``•1J vJ a< FIX 4 Florida Department of Business & Professional Regulation Page 1 of I Florida Deparhrlent of Business & Professional Regulation Page I of I Floods Department of Business & Professional Regulation Pea I of Florida Department of Business & Professional Regulation Pop I of 1 Building Codes and Standards 11//2019 Building Codes and Standards 1/51201s Building Codes and Standards 1Mr40is Building Codes and Standards insignia Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Code_ Entity or Datg ante Gale Pendna Date 13lf99ti147 f1,92 SN4M Mae aft Version Its enm Content E V.Hdeted.N Bete Validated Dim Its 9*Mftd i 21k AW,,d 22111 version mustiallitia ESft.$ Contact Epp10ler aL1MMtl V 21K lid psw pandkm Mild" MaloW Fill Assumed 21h ANC 9t& —020 mYm veto Mmmkohm EmW or Contest Eng Validated.11, gam 20 Yaw" &LlagM oft Poncoffi go FBCAppmYY A Am& m= Version Mongrel Revision 2017 Lonna , Inc Category: Roiling Contact Erdnea&Lomas Validated By Andrew Ceder James I. Buckner, P.E. Steven M. Urich, PE (501) 91111 PE-31242 (717)317-8454 Validated Submitted FBC Approval Approved 041092018 12M 620I7 04/152018 06/122678 Slates Approved RaVWM 2017 LV. Thompson, Ice. ttub Thompson Architectural Metal Company (TAMCO) tYte9ary: Roofing Roofing Aedeeecdn fleet are aRoofing integral Pert dP°of tl» ROD" system Compknce Netlrod: Evaluation Report from A Floul Registered ArchNwt or a L1wnead Florida Professional Engineer Tony Christman Zachary R. Pril Lode Bowden ($is) 248-MM PE-74021 (334) 30o.1800 W"GgwnewkoofIng'don 10MG2017 10F102o17 10R712017 12H22017 Approved Revision 2017 LV. Thompson, fix. dba Thompson Archi octural McNN Company (TAMCO) Cetegory: Rooting Acceismin w a "to[ Pot tM Rooting System Compillanee Method: Evaluation Report Nan a FlPrda Registered ArChihd or licensed Flalda Prdeabnal Engineer Tom/ Christman Zachary R. Priest Locke adlyden (813) 248-3456 PE-74021 (334) 300-1 g00 tony®gaoodakodIng-con 10/102017 101102017 101172017 IV122017 Approved Revision 2017 Florida Metal Products Inc. Cabpory: Roofing SubCategoy: Roofing Accessories that ere an bRegral Pilot of the Roofing System Conpllaoa WilliEvaluation Report ban a FloridarchitectdRegleArchitector a Licensed Florida Profnwml Engineer Clad Jonas James L Btal P.E.® Mkh" John luerner, (904) 78NW CSUCK Engineering P.E. darktiffiarrxo.com PE-31242 (561) 414.7857 1028/2017 10105=17 lofY72017 12/122017 Approved Subcategory: Roofing Accessories that ere an Integral Part of the Roofing System Coppllaree Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida P a sonal Engine starter@lomanco.c«n OuatlNAssurance Approved for Use A,,rovsd for Use Impact ' Deslon LU AMA Product Model. Number or Name Product Description Contact Expiration Date In HVHZ Outside HVHZ Rendstppt Pressure, IKE 3 Product Modal. Numberg Name TAMOO 0I1142idge Rad Vam with Baflte Quaft Allow P 26 ga. oll rod mUkf t with Integraletl Meh 08/092028 Appointed In for Use Approved for HVHZ oul2l tKi Ya Yee 1.owd N/A Doodkn !� WA If" 4 ProductNodol. Number or Name TAMCO Round Top OR-Roge Vent with Bv%for Tie p�,D 26 go. etetW rod wnfahr with ballo 09/092026 Abstained for Use AaaC4Yedfor In HVHZ Customs, A91Z your Ya !Mosel 13 WA B!!mn EtltlYf! WA ggb 3 Prod 2MedM.Nunnbarallone 3-F1AMC0 &quot;Rv lORege sWAquot Aluminum Ridge Vella for ptched mote fabricated 1213112020 from 0.02V Akmmbum Approved for Aoamv inNvIli 4taWM.t061i No d for f®lw Yes No Dmlcn P WA 1 Deck -Pit*" DAA Low Profile, Polypropylene Plastic, Roof Vent 07/101 1 MechenicelNAttachedtoPlywood Deck, No Yes No +97.5/-97.5 Florida Department of Business & Professional Regulation Page 1 of Building Codes and Standards 12w2020 Florida Department of Business & Professional Regulation Page I oft Building Codes and Standards 12012020 Florida Department of Business & Professional Regulation page 1 o11 Building Codes and Standards 120/2020 Florida Department of Business & Professional Regulation pop I Of I Building Cadet and Standards Ir"Is Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail m= C9# Version Manufacturer ErAlly, or Contact Engineer & License Validated By Date Validated Data Date Pandran Submitted FBC Approval Data ADpraVBO Status Coda mm Version Manufacturer E6J..1t Let Contact Emoneer & License Valli By its 20 Validated Submitted Data fashion, Da- FSC Aooroval Approved t5 dus H2]9om � Irae Ytlgma maddigaii 'EMW g' Snamtr Elmlmr.&lllame volitional -!hL � � Dab placBm � validated $WMtOra fAirAmmlul BhYM Entity or )fig Jig Date Pending Date T Version Manufacturer Contact Enninser & License Validated By Vall d FBC Ara roved Approved St � ^� °� � Revision 2017 Sorel Roofing Category: Roofing BnPoCategory: Roofing Tiles Compliance Method: Evaluation Report from a Product Evaluation Entity Anderson Robin IAPMO Uniform Evaluation Gary W. Walker (801) Anders 1 Services LLC. (205) 854-0160 RobinAnderson@baai.co m ,-. 10/182017 1W6/i I021/2017 Approved Revision 2017 Global Protecting Products, LLC. Category: Subcategory: Storm antStorm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licari Florida Professional Engineer Tim Robinson Walter A. Tillp Jr., P.E. Jahn W. Knezevicn, PE (954)birsom45 PE44167 (954) 7724224 tim.rodnsan gppent.com @ 09R762017 OBlJ12017 08/112017 12/122017 Approved Revision 2017 All American Shutters and Glass Category: Shutters Subcategory:sMh Storm Panels C I port from a orrp Iarxe-Method: Evaluation Re Florida Registered Architect or a Licensed Florida Professional ngineer Mike Barbieri Frank L. Bernardo, RE Troy Bishop, P.E. 1561) mikel712-9882 PE-0046549 (954) 947-0880 mikes@ellamericenshutte rs.com 10/18/2018 10/1 a/2018 10232018 12/112018 Approved Ravlelan 2017 cal Building Components Group Inc. CWpay: structurall piers W � T11+8! Ptetea ConpgMnos Llaeuad: EvaWstbn Report from e Product Eveluetlon EMI* Stu7rt Lards ICC EvaWNim Service, LLC (William407) 6 M. 1-Rental, PE (847) 8184473 (407) 681-1917 OW182017 ODA72017 0921/2017 Approved — F1JgB49-Rll Araduds. :.FLi"209.M L#t;1e76 5 Bddgda - - :. ... •, , •,., Products 21191.1 godud Model. Number or Name OuatlN Assurance Product Description Contract Ekoration Date Approved In for Use Approved for Us¢ HVHZ Outelds HVHZ Impact Resistant esD Ion Pressame Sw k 1 .: .�: .:. goats Model. Nurnmer or Name 20 Gage Galvanized Steel Storm Panels/HVHZ . , ..,. ;,�.r.r. Quality Assurance Product D-1,11on Contract Expiration Corrugekd Galvanized Steel Storm Panels retained 12/312020 a not Racks to provide hurricane election. ..,' :.:.. A,oroved for Use Antrovedfor Use Date In HVHZ Outside HVHZ Yes Yes :.", linpi assistant Yes ..: Deal Pressure N/A aa30.i 1 _ Product Model, Number or Name 24ga Galvanized Steel Storm Panels .' Ouffiay.Assghous Product Description Contract Emlratlon Oats 24ge Gavanized Steel Storm Panels t2/3t2020 Approved for Use Approved yam, Outside Yes . for Use imct fill Reshlont Yes Yes Deakin P er s r rs g NM Spi I Product Modal NunnheraNama ITW SMApine HWW StrstpU(HUnn; S) Product owes Coastal Enkadon Dab Metal ComrociN Plum 121312022 In O.Mift Resistant RUNREM Ya Yeo WA p�n WA 16 5ax0i Flatr e- Rialto, o as 17 Saxony 900-CountrySate, Hartford Slate, Shake, Slate, Fiat Profile- Stockton, CA 12/31/2020 No Yes N/A WA Split Old Engfish Thatch 18 Sakony 900-Country Slate, Shake &amp; Slate Filet Profile - Henderson, NV 17/312020 No Yes N/A WA 19 Saxony 900 - Country Shte, Shake, State &amp; Split Flat Profile - Lake Wales, FL 12/312020 No Yes NIA Ni Shelia 20 Saxony 900-Shake&amp; Slate Flat Profile. -Lathrop, CA 1213111 No Yes N/A WA 27 28 e 900 Ville 900 Medium Profile enver 1211 Mpolum Profile - Lake Wales, FL 12/312020 No Yea No Yes NIA N/A WA WA Florida Department of Business & Professional Regulation peps l a I Florida Department of Business & Professional Regulation paps I off Florida Department of Business & Professional Regulation Pope I of I Florida Departr fient of Business & Professional Regulation Pep. I of I O Building Codes and Standards ++sria le Bulling Codes and Standards 11=18 Building Codes and Standards 11512018 Building Codes and Standards 1151018 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Appliwtlon Detail LlaMOSOM Teas 290 version high Evil or va canted Emb is Lis a rAsw a, 2dk Validated BW BW-Efadlm AVMMd FIND A al 20 AoMawd AMR 290 Halt VW" E"ft 8L Enal9n[.9r.uiysBdated By Bale go DOW PWKUM YValidatedthous nil Alto Anatomist 2111 Assigned Akm FLO19NM £2111 mans Vinton IYotta9heee Enm W �t Comb M&.Lk�yetMeted BY Bela 21ft Ye90�d tllmml.d ! 21M !2 Apprswed &WIM 1110211174" 290 IYm Yetelpp lYD(I�AIur glym S� EDat�Lf1l�me vetld.adey gag 20 OW Pathogen I� Yt>Jlredd Dddllllttld 1922� 6pptailed &Y6M Revision 2017 I TIM BdeIng Components Group Ind. CWgory: SVuctoal Components slued Lewis ICC Evaluation Service, LLC NMiam M. Randall, PE (947) 9184473 (407) 881-1917 09119,2017 O&W2017 0921201? Approved R*vWM 2017 ItW Building Components Group hi Category: SWdural Components Shim Lewis ICC Evaluation Service, LLC MM om M. Real PE (847) 918.8473 (407)881-1Bt7 0911g2017 02/072017 MI/2017 Approved Revision 2017 rrW Building Compoanh Group Inc. CWgorgmr.Tlural Components SluaR Lewis ICC EvakmlWn 8er vide, LLC vaaan M. Funded, PE (407)887.7977 0901W2017 091072017 09212D17 - Approved pevW" 2017 Mrek industries, Ito. CWgorY: 8bludural Components David Wed ICC Evaluation Service, LLC ICC Evaluation Service, (914) 861.7480 LLC. IOIIV417 101,1912g17 102212017 Approved SutrCWao+Y:TruaPtete H can butQatepay: has Plates abwbDegmineNw.Oom ButiCasegory: Tnma PteOa aWAIefa4473 sbwhQapinekw.corn ubl:Wgory: Tuue PIWs dwertfirdtcam (2061. 5994800 Coepff— Method: Evolusten Report from a Product Evaluation Emil Cempltence Maeotl: EvekaOon Report from a Product Evaluation Entity P E,Evaiva8orr Report bong a Product Eit"don Emery Evaluation Rapod9nm e — all FLOI9994t6 AR" Products 9led0LAgllyda Product DOWSOOM Cantrad bmkdim Dab Atppawed Its Ill AoomwdfwUm ifoo outsm, tllQt7. howl mehftm la.m p9 — FLa19y"m P AKE Product Model. Kumbw Quaker Assurance Product Descriodom 2RUbdXWkld2M2ft A9araedlofUm Approval forslu In HVHZ outaimHvi bnood Roobtam ggsdm Promises!ffi3 FLLMOI#M Pladuca Assessed it, for Use Mmad tl!41i Deal p FLe2111i Prodmte Em Proximal Mal Number or Num Prodwid Description Contrast ExokWon Dab Ao ltre Approved for Use IWAW hit lil Hi OUW" H 5 RWMUM Man PiUlaR 2 MW BCG/AgIne loge Wide MsfN Connector, Plat 1Z31am Ya Ya WA WA 3 nW BMAW. Tmbx Meth Connecar Plate 121 Ya Ya WA WA 4 TTW S=Algne Wow Metal Connector Piste 12/J12022 Ya Ya WA WA 1 MIS" 18 ga. super high sdan9th Wes Connector PIW 13I0012023 Ya Ya WA WA Ssamh Crawls Cn Florida ibpertrilent of Business & Professional Regulation Building Codes and Standards peps / a+ 115=18 Florida Departrnent of Business & Professional Regulation Building Codes and Standards page I of I ,rsno+s Florida DepaM»nt of Business & Professional Regulation Building Codes and Standards Pap. I off trawls Florida DepaMLent of Business & Professional Regulation Building Codes and Standards papa I Off 1/armle O Product Approval Application Detail Product Approval Application Delon Product Approval Application Detail Product Approval Application Detail � W lnnln4N Raft a � BW Do* tam DM Ftaxln4M ca4e Eam a 21k Bee ! Fu2tn4N 996 Enteral IO et g Deter poxim 20 FLenfs7-rid 990 small or go !� � per due go � ' ^ v ) Llee Ymipp l Coasted engineer AU x V,[W dby Ydd" 5ahmtlrll Fill Awwwal Twee Yelalsn manubmum Bpptid Emk�iLomne Ye]lduid1hr YsYlYhd Agials Ord AgoAalhonsl Astonished Dom LM Yemen lifiguagaM cpnbw Medial aLk— Validated 9, Ya9debd &lam PaloAmmYsl Approved AMR Tyne Yelalon I Z Carded E,,In—A Licc Validated a, Y9tldatd Amkm90d FIB Approved AM& Revision 2017 MITsk industries, Ind. Category: Structural Components David Wad ICC Evaluation Service, LLC ICC Evaluation Service, (314) 851-74W•b L.I.C.LLC. 1 W192017 I W19=17 10222017 Approved Revision 2D17 MRek Industrial Inc. Category: Structural CanponeW David Wet ICC Evaluation Service, LLC ICC Evaluation Service, (314)861.7480 LLC. 101I 2017 IOMWA17 lo/22/2017 Approved RwWon 2017 Mfrek Industries, Inc. CWgory: Struclurel Component DevM ~ ICC Evaluation ServWe, LLC ICC Evaluation Service, (314)86I-7480 LLC. 1 W192017 1011WM17 102=17 Approved Revision 2017 Mnek Industries, Inc. Category: 8tnxtfaalCanponeW David Wert ICC EvWa8am Service, LLC ICC Evaluation Service, (S14)851-7480 LLC. 1 W79=17 10/lwnl7 102212017 Approved s� `v BsibCWgoi Tress Mete Compann a Mslhed: Ealustlon Report than a chwouigm9.cem (205) 5904800 SubColegary: Tres Pats Oomglonmoo Mehod: EaketWn Report Norm a doordsmil.com (205) 59"800 SubCatepory: Trans Plates ComplitexoMoted: EvaluatWn Report from a dwvrt®mil.edm 05) Bassi to Subcategory: Tres Pats ComWimce Metlted: Ealwtidn Report from a dwort®mil.am (205) 599. M > Product Evaluation Bill Product Evaluation Err* Product Evaluedon Bill Proud Evolution Ell* O FLa2197416 Produote FLJ2 MAD Predate FLO21974t# Produces IReallorm PmdncbGoal Assurance Apprand for Uss Ana is" � Quality A9 Ues Af use lwmm Bffetpp Approved Nr Use Approved for u.s �� �� for AoaesedHVHZ 1� B!!� 9g9 2 Product Metal. NurnWra N.nne Intl 18 16 (p, tree Connector pat 011012023 Is 81 8 Ya Ym mnwmm WA P� WA AW 3 Prodigal Medal. Nraesra None MT1191S 18 ge, high strength has connector plate 011012029 (2(gg,(j ouismaifi Q, Ya Ya l 9 WA P� WA &m! 4 ProdurtMWd.Maube w tine MC20 product Oledouon ZO go, tut COM1eCaf plate Otl012023 In 4s�lyellY!>z Yes ! Ya NIA PtesMaa. WA $!m! 6 rdT2011S 20 �. Mph shNmpHm due connector phi OtAT12023 lO.YesJi outsideHVHZJ Yes Ya WA P.[esMln WA E G�tls g-,h CINM S.-h Cdto& Burch Creole Cn U 'O O L Florida Department of Business & Professional Regulation Pages z ar2 Florida Department of Business & Professional Regulation Page i af2 Florida Department of Business & Professional Regulation Building Codes and Standards 1202020 Building Codes and Standards 12o202o Building Codes and Standards 1/52018 W Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FLIN53.Rfi+t Bodges. - - _ FL#1"44tg EditoriType Change) Change Cog Version 2017 WyeManuri.Wra Weegory: ter Category: SWdurel Components Subcategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Entity ENIN or Endnea&License Validated Rob (25 Baldwin ICC Evaluation Service, LLC ten Lehrer, P.E. (253) 9244476 (608) 8333288 Rcbert.Baldain@weyerha euaer tom 20 Validated 04N12079 bme Data Pending Submitted FBCAoproM 03222079 onov 04f0812019 Status Approved �09 Type Yelalpp Revision 2017 1 Commercial Concrete Products Aix. introduce Sgbr:ata9orY: Product k introduced a s React d SubC*CollegiW 8trucenrd Producer New Technology CamplWnoo Yatlmad: Evaluaton Report from a Emily r Snamatd Egg Llyagge Validated By Robert TRAY 2 NUYNH John 1il (8f3) 6593707 PE-t10122 (352) 1S68-CS311 P -atom 21% 20 Validated &lamed 1W742017 1d132017 BYt� Rift FWApproval Aaarawed t0261201T 12HZ/2017 Approved W C G Q quality Assurance Approved for Use Approved for Use Impact Dew Sao # Product Notlel. Number or Name Product Description Contract Expiration Data In HVHZ Outside HVHZ Resistant Pre�surc 1 High Strength Concrete Lintels 4, 6, 8, end 72 inch wide lintels 05212022 Yes Yes N/A WA FLa5 0 Predrncts _ Florida RogiWmd Archbd a a Licensed Flores Protabnal Engineer Z Sao a Product Model. Number or Name - Quality Assurance Product Wall Coi Expiration Dee Approved Irl fa Use Approved for Use outside HVHZ - Impact Resistant .Design Pressure 1 Mlcrdhm LVL Laminated Veneer Lumber 03/312021 No Yes N/A WA Ap edfar Ws Assumed 6, U, IM= Dosight Q 2 3 ParellemPSL TlmberStmnd LSL Parallel Strand Lumber 03/312021 Laminated Strand Lumber 03/312021 No Yes No Yes N/A N/A NIA N/A 1 Product Modal.NumbaraMune Duality PMOW a Commmcial Concrete Products Product Cooked expentlow Date Precast and Prestressed Concrete LIntete 05251 In HVHZ Oulailde No NVHZ flatiallat Yes WA Pressure WA J 4 TJ Rim Board Structural Composite Lumber or Oriented Strand 03/312021 No Yes NIA WA board Rim Board 5 Weyerhaeuser Rim Board Oriented Strand Board Rim Board 03/312021 No Yes N/A N/A SHEET NO. PA 1.2 w