Loading...
HomeMy WebLinkAbout2979 Lytton Hall Dr3 v x rn it c 0 x N c0 0 -0 to to rn M 0 N rn a x CV co 0 0 J co Co L0 N i -L 3 Q O 0 i a E E 0 x v c N r 0 U c 0 N a .o 0 v 0 J a� LZ: 0 0 to 0 0 a N N Q rn it 0 m ,o > v rn 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 A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT or ALT. Altemate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF B'Ifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. 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, RIS, 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 Insui. Insulation SQ or Sq. Square COL or Col. Column INT or Int Interior STO Storage COMM or Comm. Community KIWALL or K/Wall Kneewall SW or S,W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DIED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WOW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or wi With ELEV or Elev. Elevation FED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or WIC or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC 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 PWor P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 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 SIN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID 08-20-15 1.0 NEW BASE PLAN FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID 12-8-15 2.0 ADDED VAULT. CLG . CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. 1 2-28-1 7 3.0 2017 FBC UPDATES SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. ALL WORK SHALL COMPLY WITH PREVAILING 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. CODES FLORIDA BUILDING CC E, Notice t0 Builder &All Subcontractors NATIONAL, ELECTRIC CODE, It is the intent of Designer/Engineer listed in the titleblock of these 08-2 7-19 4.1 ENG. REVIEW FOR 150-C MPH AND THE CITY OF ZEPHYI�HILLS documents that these documents be accurate, providing Licensed ORDINMOES 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 09-20-19 4.2 ADD 8'-8" ELEV. FOR TR EVE STA REVIEW DATE A , i _ 2 the commencement of any work. The Designer/Engineer are not �• responsible for any plan errors, omissions,or misinterpretations Y OF ' r - undetected and not reported to the Designer / Engineer prior to 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB 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 = X rl 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, 1 941 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. 14, �L q • C) 0 X C3 OIL 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. F o co (o cep toi! ci OM N r LO u_ L W 0 W 2 Jrn-0 =3 w LL LL a- 13 WQ Z yM � aiC aU� w vi w aa� Sato 0X X00 W monCO W 2 E °' °' ate¢ ca o. Nin Q M Z U 0 J z °< o00 W z N $ z WMA z o � d N t/1 C7 z 0 0 Cn 0 w � n 'u a O N w H � � o 4M � � U CO w rn — m E or. m 8 �m C:,w coZ Cl)�¢ Z J LL- z o D 4 ry Q 0 E U oLL - � Z® oa V co ro —E o O a� <o O ww t 2 r0 U.) C: z oU ro O o f Z - a J Nm 0m aZ �N 0Z go � Q � op LL d mF Uo �� o� w =3 0� CD CIDa w � o OU3 V z¢ 0M 0 c = >Tm L Tm rn W @ C9 N .> > i—� o 'C:)^^ m 2 �.� r0 Np r- � � Ln r 2 N rn r III') E c N o Z ca Z E 0 (n m` a E U 0 Q p c JOB NO: 20-3566 SCALE : AS NOTED SHEET NO. C S 3 v rn d) c ca I 0 Q rn W v -o S co 0 0 J I N i rr i a N 0 H E 0 x 0 J N LZ U O UI y U i a E O a ti N O m 0 0 0 a 0 hi C9 N W m 0 N 10" S3 a 8'-6" I 5-SH T - - - - R&S - - - - N BUILDERTO 11----------- 1 6"DP*- CO PROVIDE F I E W.H. APPLIANCE I I I�OPENING TYP @ p PROTECTION I I IGARAGE OWNERS SUITE B t WHEN REQUIRED I I I I 'W,I,C, 2 6 PER FBCzo I I I I ■ - °' 8'-0° CLG. - -� s'-o" CLG. o2 CAR GARAGE CARPET TIE 1 - CARPET _T I I A �w 1T-8" I ci I 1 - 7 s„ r 8'-0" CLG. 20'-Og„ I I 178„I "'w _ - - - 2668 2 I I 0 I I HANSON I ❑ I I a BOX @ 36" EDGE OF SLAB 2" I I ❑ I I O BEYOND WALL I Q I I A.F.F. �in I O 2 I I io cc 60"x36" DRYER VENT 0) I w I I N SHOWER THRU ROO S3 I >00 I I 00 S3 (3) 2x4 #2 SPF w/ FIBERGLASS " &S A I 1 X I I DTT2Z @ BASE RROU D I l l I I I I T I I T TYP @ 1 STORY 4'-0" 1 PT W OPT. D I M I I I I I A 1 IPL) IIX - I NOTE: FINISHED I 1 VLo Q QII WALLS TO BE I I 71 AHU N L I FLUSH. VERIFY IN I I 7 F7 1 co i'-c I I FIELD. I I r I ^TILE K CC -D - - - - - - - - 1 50 S3 (3) 2x4 #2 SPF w/ S3 T 1 68 8 DTT2Z @ BASE S3 0 L ' I FAMILY R M R.A.G. OM 2:12 VAULTED CLG. 1 N � I 9'-4" CLG. I o CARPET 3068 I I ih� 9'-4' CL ' ENTRY 23'-8" T-10" 7'-8" 10'-1 8 in 13" 4' 4 I 8'-0" CLG. d I 1 I 1 HDR AT T-4" R&S - R&S _ uNao i�--------------- i2668 ib°' 2668 r------------ N 4'-0" 1 V-7$" 6'-10" N 4,-7" 8'-s" iv 5'-4" cO 14'-6" 5-4" co I N 7'-6" I I in 5068 B.F. 4068 B.F. I _ _ OPT. I o 00 I �' -- o ---=__=====� o = REF. r- BEDROOM 2 M L Z ° U0° PATIO CAFE r 8'-0"CLG. N =� o VAULT. CLG. �/ ~ 1 1M Co I CARPET BEDROOM 3 BEDROOM 4 c� i :D I D.W. I I " IATH I 8'-0" CLG. cnw6crr b0 r J 2418 .3 I 8'-0 CLG. COSY A � O 00 CARPET , 1 N> U L- I b CARPET I - CARPET chw O o/ SI K wl ISP I T I ILE 2" T r - - --- 'n i 21'-2" �2'-2" 2, 10'.4" r 10'-41' 2 4' I - 5'-3 / 100 � g m i TIE ■ i�/N- �PANTRY W T i TYP @ 1 + STORY I �� FLAT C$L �,� � A ih M 3e i:o I FIBERGLASS I v EPAD /�i ------ ---i5-SH f I SURROUND °� S3 O 16" DEEP I r' H B EGRESS (i) EGRESS O O 29' 15-10" 19'-6" 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 H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED "* SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18jX25j S.H. 13 20X38j 184X37j S.H. 14 20 X 501 18 2'X 50 S.H. 15 20X63 18JX62j S.H. 16 20 X 72 18 j X 71' S.H. 1 H2 27 1/4 X 26 26 X 25 4 S.H. 1H3 271/4X38 26x37 S.H. 1 H4 27 j X 50 j 26 x 50 S.H. 1 H5 27 4 X 63 26 X 62 1/2 S.H. i H6 27 J X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 j X 38 j 36 4 X 37 3/4 S.H. 24 37 1 X 50 1 36 j X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 j X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73-1 WIDE S.H. 32 54 X 26 52 j X 25 j S.H. 33 54 X 38 j 52 j X 37 j S.H. 34 54 X 50 j 52 j X 50 S.H. 35 54 X 63 52 � X 62 � S.H. 36 54 X 72 52 j X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. TIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -30.8 +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 ®E +26.6 / -28.0 OF +26.6 / -32.2 GO SEE SN SHEET �H SEE SN SHEET ii 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" (TRA) 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 20 TOTAL AREA 2372 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN ELEV-Al EXT FRAME 2 x I R-13 KRAFT FACED CONDITIONED CEILING RLL BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED SCALE: j/4"=1 4-0" (GARAGE / LIVING) s Oo p �m a Gw . •. cJ � _ 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. /N pip V \1 # O O O or J 5 FAQO 0 M co rh N *t ccoo LL. P: n m a -r * w 5wN 2 LL -J a 4 a;0::)aaud 6WO Z -0ra°' 0 CCU: m _0 i W mo��O ¢�¢ NLLQ co U 0 J z z " M d N N n, M a o V/ LL - fa 00 C w o j� NcE w 'TQ) tea U 00 w = 0 v o Ch ®IO a 0 o w M mZ O i z _l w E ZO g zo Q 0 U w o a� Z o0 B XO 0°U O E CZ)L a� i 0Q az N � wo ¢o �w m� ,O _ y za U y o z J m ¢ ° Q W z° to N oa a =w CZ)�r Jz ui- �� Co v z< F °a3 CC L N N W N .! N T_ LPL � T C F- cor T- ° 0 r 47 J � 2 U) T- N T- E T- N o Z m Z E 0 `m a E U 4ic Q p JOB NO: 20-3566 SCALE : AS NOTED SHEET NO. 1 r- - -1 IGI t, I i iV I i&&A 1n Li d 1i ( 11111.1 I,1 11, 1 111 I I I I _T I I 3 v r a`> nci c O J X) M I N Lr Q CT x CO CD Cp L0 I 0 c N / 3 Q N 0 Cd C ;_ 0 J LC L s U v C U 0 CL 0 a Or r7 0 0 v 0 0 CL LO L to W m 0 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / w > / MEDICINE CABINET 00 O~ O~ d' O > r_ CV > r M CV co M d' co KITCHEN ISLAND KITCHEN LjL10 M 0 (V OPT. REF. KITCHEN I I i j i i I i t OWNER'S BATH NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS 24" TOWEL BAR ON WALL ABOVE TOILET TOWEL BAR ON BATHROOM WALL I — TOILET PAPER HOLDER rt �t N FIN. FLR. SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD o Z SINGLE TOWEL BAR IN ROD TUB OR SHWR. w SHWR. o 0 VALVES w o 00 = `1 SOAP ^ - (0 O 00 o DISH U LO " O Ch ch O TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY 16" FOR LINEN 12" FOR PANTRY 0 00 M. a O�N MIRROR M OWNER'S BATH BATH 2 INTERIOR ELEVATIONS_ 42" H UPPER CABINETS — 36" H UPPER CABINETS — 30" H UPPER CABINETS — OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT X 0 o BRACKET 36" H BASE FINISHED CABINETS COUNTER TOP 30" H BASE C° ' CABINETS o 00 00 00 o U- r 07 0- 0_ 1 "-2r 2x a in T 00 FRAMING O O O M C0 1 /2" GYP iv M - C14 �? 04 BOARD FIN. FLR. r FIN. FLR. 2x P.T. SOLE PLATE SHELVING ISLAND COUNTER CABINET BLOCKING SCALE: 1 /2"=1'-0" 0 N O N O CO 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to = U N U pp O O O m # WU 0 N N C cp N LL fi: `h°'� LL N J w LL LL r1 H zs n M 2 C'� 55 W W O a Z 13@ a � 0, W fn o 0 W W.m O 2_ mm W m _ ca o r• m J Q W Z IL 2E°'O' N Q M Z JIL o° U 01 J 0 Z d< L) ❑❑❑ W CDM z N O O O Z a z � Q J M � N U) Nz� �(o LL , � l T Cn W C1 0 U � a 0 � E W C o E Ito = IIIiI�I,Il7 Pi IIII U O y :Z� U) Y _ Q CD W M C13 z o z 4 U- O E Z O 0 0 }R G N Z® oa cu U Ro ~ Q O ¢ 00 '00 0� o N L .a wo Q WZ �w =:, ((} ai a 0y U y� m O o� Z z J QW U) N ¢ z go Q S LL mw W o <4 ;o CO v zzla a 3 7 m N c� .! N O Q C 0 o O 0 (0 rco CN C) N J T 2 d' LO r N r T— T N o m Z E O Z ca cm a U Q p JOB NO: 20-3566 SCALE : AS NOTED SHEET NO. 2 0 HEEL 12 5� 12 �5 T.O.M. F4 HDR HGT. TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 12 5� F.FL. - -----------I--------------------- 14'-0" RIDGE VENT 12 �5 3 TAB SHINGLES. ROOF F30 INSTALLED AS PER MANUF. _ SPECIFICATIONS I0" - -- - - - - - - - - - - - - - - - - - - - - - ---1�---- F711i i El FD7 - FRONT ELEVATION - Al 12 �5 SCALE: 1 /4"=1 '-0" 15'-0" RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. 6" FASCIA (TYP) TEXTURED _ CEMENTICIOUS °O FINISH ON C.M.U. (TYP.) -----------I [— F.FL. LEFT ELEVATION - Al SCALE: 1 /4"= V-0" M General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION .G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. *ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. 11111 109 Z ,.) 1% *1 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. WIt Q co fJ ID co C, N Ci O O N N C J 'n N u- -, Q . _ .-J 3 , LL _ a Q Z LL. N N uj M <��, u- W N EL � � o m a; o W 0 0 m m J W W m 0 r,- g Edo d 2 o a. N Q M Z J U 0IL Z ❑❑❑ W �pp z N O — M co co_ aaN Z ^ Q Q � d N ch tQ C ,h O V) Y W O V � Q 0 L 'Ln L.0 h L� Q m w � 0 3 = L ��y II. li 1 I I iipl 15 pd O N Ly co Y Q M Q sm C:,w coco M Z J Ll d 0 E h o w w > N Z oa Uon F— _ O N fa 20 a z U0 0 r� W � L S :3 M U) CY C U O O Z Z J } Z U) CU <w O¢ Zo aU a mw W I U ado CDwI IZ =3 YO M a E2 >� L ai °1 0 .! N � T_ r o co O N cr) >+ N J � r 2 d' LO r N ,— a; E T N Z z E Q m c cc 0 E U Q p JOB NO: 20-3566 SCALE : AS NOTED SHEET NO. 3.1 - -r,ap.��u•e tl�v.� � .,�i d,Lr.,...r .,.nA L---T it I I I I -tom _7— I TnT- 12 5[:::�: Iris Is im 15'-0" RIDGE VENT 3 TAB SHINGLES, ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 4' 12 �5 EXTENDED OVERHANG TO BE CENTERED ON DOOR REAR ELEVATION - Al SCALE: 1 /4"=1 r-0" 14'-0" RIDGE VENT 12 �5 General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. HDR HGT. -- V ---------------- TEXTURED TEXTURED CEMENTICIOUS FINISH ON C.M.U. CE FINISH ON C.M.U.2 0 FINISH ON C.M. (TYP.) (TYP. ) F.FL.-- -- -------- RIGHT ELEVATION - Al rr =1'-Orr ItIII�//fir' � � s �• • a� ^^� v J W Ov �. 0a�'�o C� d + C) 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. U) H Q " E Co N (p �p N# 0 0 0 a) �i (p CON N C `� m LJi r- a) at ® illi , J � D J ik01 W •7 rL N LL LL d M Z 13WQ 04 w >mL` as W vro� W 0 Ofm0 mo�CO mom¢ W I IL�a;a Z E 67 , ❑ a O 3 NQaNiZ ❑ Q U ~ J �d Z ❑❑❑ W C, Z N O O N z � � M d N - M Z II VJ 0,TVS W p Q ^ 1t1,^! W ti O V U w rn [2 O 3 = ! d (, o N m n, d ® � ¢ It 0 rn rn �0 Cl w Cl) 0 o Z Q E 0 wo z � z Z0 o a ((a 2 0 00 Z rd oo0 CDro Qz 0� ww CV t <o ¢ (� 0. U m� O 01 Z Z J m Q W ZZ U)N go d � LLa a �nw �j ao =K Jz ,r O J O F ' a co v ZZ5 3 > ui nL' W m CD m 2 �i T_ Np .= J N T 2 r N r m CV o Z Z :3 E O E iri d U Q JOB NO: 20-3566 SCALE : AS NOTED SHEET NO. 3.2 r .: . til'Ih .v i.t,a a"`V 1:;�I�11. , . I[ r�i1�.I::i� aai, 1. U I - —I ' I -I i 2 1 ii 2" iv 8 1- VARIES *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE OPENING VARIES 2" �2"� BUILT W/ STUCCO. EDGE OF OPENING 1'-10" r _ N 1z" CAP - 1" RADIUS-,-`'' 3 1/2" RADIUS 1/2" RADIUS 3/4" RADIUS a 1'-54' MIS 1/2" RADIUS 1" 4" VARIES VARIES = M� - - MIS CAP iv �D 1" 1" 1" 1" 1 0 `' iv 22, 12' VARIES VARIES SIN 1 1 1 1/2" RADIUS 4" 34 a 1"177 cMly _ 1" 1" 3 .�- 4 � 2 N zO �� 3 4, � � VARIES 12 1�� 1„ 2 2 SIN M 32' 11" 32" 1 �� 1„ 1,-8 1" 2 1/2" RADIUS BASE Pn r CO • iv BASE 4 I 1' 0" �---�• 4N 4" 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 OPENING 2" �N I 6 1" 1'-4 1" 2a' ' - O CV 1-1/2" THICK 1-1/2" THICK �M 2�" a c� � N -IN M 3 4 1 2 iN 2" 4 3, 6 2" 2 N w w 1-1/2" THICK 31" 2," a ;- M 2'-4" 4" •�'� 52„ 1 � 5" 52" 'IN 00 � a" 1" 51„ a 1 4 3" i2" VARIES VARIES 2" w � - TM r N I 22 -� VARIES VARIES 4„ 8" r--------- it i N I 00 _ co i R6 2 EM 32 3,. Q1 �Q Q^ 1 1 2 44 T - - KEYSTONE F11 b OPTIONAL 4" GARAGE DR. OPENING 4" T 00 KEYSTONE F11 t` OPTIONAL 3" 3„ 3 4 ' 4" WINDOW OPENING 4" 4" O E, •NSTALL OVER STONE TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED EM 6" 4" - R44r„ 2 VARI f2" 00 1 " NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 3'-" 4" 3'-00" 4" 10„ „ 1,-4„ 10 1 3 1 14" 1'-64' 14' o co (V 1 12" 54" 2'_1" 1'-12' 54" i� iv N o N N 00 0 M M r • 1" d 12, N� O GENERAL NOTES: M • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH O N 0 N 0 O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. om ,0) '08 N it V 0 c) (N ti N J NN LL N N J LL N �ym� LL J a LL vi a ii w aa� Z 3 IO ��� Z O m0 IIIIIIIII11M W W m or- i Emrn < o 1LR;-2.'0m Z V= N o Q M z O (0N U 0 J Z od ❑❑❑ W M z N O — 00 z o d N 04 v� z � O 0 �y U cn Y W O o Q OW N � C�- E o � U in W �— m E O H S o ° ���U c U) d ®Q ¢ 0 �m o co w M Cl) o Z Z¢ Q oCU o oa H ro — E O X aF 0 o OU o, N 10 z �o a Z �� r6 U) z 0 U y m0 01 Z J m a ° Q W z W ao of ao �- o tiLL w¢ �3 co d' °za ° )3 .0 > ai � ^Ly W � .> N T- O.—\ C L (V'/) r — ■� N J ^ ai E E T N Z z E O Cn CU a. E U 0 io JOB NO: 20-3566 SCALE : AS NOTED SHEET NO. F1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER #14 copper to lights & outlets 1 200 #12 copper to 20 amp ckts 00 AMP #10-2 copper to WH #10-3 copper to Dryer MAIN 'y- O 200 amp Y2/0or4/0SERAJu 150 amp Disconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES. Typical 150-200 Amp Electrical Riser Diagram (Updated7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET PEPP DUPLEX OUTLET ABOVE COUNTER WP WEATHERPROOF DUPLEX OUTLET I&GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) lfg PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) a TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL _ I DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G T J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT S.D C.M OWNER'S Sl'T� ITE 1 / ROUGH -IN FOR / / OPT. CLG. FAN/ LIGHT PRE -WIRE _ u r, i PA CAFE `\ I / I I I I I I I ` I )` FAMILY R M / I G ROUGH -IN FOR I OPT. CLG. FAN/ LIGHT PRE -WIRE I U.C. OUTLET I FOR DW I U.C. OUTLET I +� I I —GFI GFI C—---------- GF!! i I I O I D.W. I i IL — — —J INK / DIS -ENDANT AS ■ ■ 11■ � � _SPECS I i mm Rm no 1 1-,� ■ ��11111111111111111111111111111111111111111111E1111111111111111111� RECEPT. FOR ALARM SYSTEM ■ VERIFY METER LOCATION WITH BUILDER H. IRRIGATION VERIFY LOCATION GFI @ 44" A.F.F. W H ELECTRICAL PANEL O I I I I 2 CAR GARAGE I I GFI FOR GAR. DOOM GFI I GFI @ 44" A.F.F. I I I h I I I I IlI 11 1 L--------- GFI @ 44" A.F.F. 1 111 �� ��� JIIIIIIIIIIIIIIIIIIIIIIIIIII S.D. ---�"� _ S.D. M G I OPT. I REF I ,i NN � FI BEDROOM 2 �Z S.D. -- - /�/ BEDROOM 3 1 \ BEDROOM 4 BATH GFI /� I ' ROUGH -IN FOR OUGH-IN FOR �/ I I — — ` \ OPT. CLG. FAN/ I OPT. CLG. FAN/ I LIGHT PRE -WIRE I — \ LIGHT PRE -WIRE ROUGH -IN FOR I OPT. CLG. FAN/ I \ / LIGHT PRE-WIREEl \ ` ELECTRICAL PLAN - ELEV-Al SCALE: %4'=1'-0" 0 N 0 CV 0 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. [- Q oo N (O m Vq MN N NN2Sz LO 0 LLYY VHa (h�— LLM LL Jdz as Iff rma - oZ0Wa)0 00 NpM Co W ZNU❑❑❑Q ET a a M Z NO$ ��CLL W � z o cc o cc QQ(0 izz z O Q Q� J � d N M N rC z o Q) t` 4C+ T Cn Y fQ w 0 n U 0 N LJJ � c �N � � � o v W all ` e o g _ :F: U ) N e Q � o o w M. cop J Z Z 6 1 LL Q E o K z o oa NONE S< O E N az w o Q aZ r w L (� N o OI U m F O O Z - J Nm ¢w 2. ONE to > on N 7 Q Q p� <0 Z Z ao �w G Q; ;o o CO ct z¢ a �- 0� c M 0 N L � m m ^, W co c� N .! C:) 11 C o a m 2 I� O N N r J Ln r 2 N r N o Z CU Z E O cE 0 cc � a U Q O -� JOB NO: 20-3566 SCALE : AS NOTED SHEET NO. 4 ATTIC VENTILATION CALCULATIONS - Al (TRA) 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 29.00000 1.000000 Floor 2373 2278 325 1139 81 570 0 573.0 435.0 138.0 (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-Al SCALE: %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 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 manufacturer's recommendations. ,�s:+�dffrrr, o �b 44J •� Cn J .:k,'tj �td 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 W F Q co �E co QO E N p p N OOO U 0 M V7 J M N (V Co LL ray : ' _0 tii J LJJ L d 7 L L N 2 LL a z W rj N CLL a d W ��a, 0Xo @ago_ W0O W m0P; 2� 2 I=c ) a 9 Z IL ILW J M� N O W O W N Q M z 0 Z U J U ❑❑❑ W FEE Ur ' Z N O � O z J [h d N N (D C A Q) v (D U% Y a U o a 0 N �t� ri C E 2 U m w r— E E -- O mi All L /S V O 0 L U) N O w Cl)z O z z LL Z❑ OLL � > o Q o v W z z ❑ a UO (a H r6 _C1 O O E �O X 0 .8 °�a n V O 0< wz CV U Q K w L :3^ @ CO C ❑ Z Z U N m p Z z J m a 0 Q W �z N Cl)opp ao Q LL z m w ? O co `r w;t za '0 aF 03 °cM = �; OC a� 0 N .N�! O LL > r ^ O o O � v m= T NO � N T 0) 2 0) LO r N O � r a; m r N z z E c i1 E U a w 4 0 c � JOB NO: 20-3566 SCALE : AS NOTED SHEET NO. 5 -- — _. - - t -ram1, 1 1 � .l. I.".I tl:; �.a..u, €rigo ui��i.,m..� u o ;,b I. 'xl 1 11 1 i III — I C c d 1'-6" 5-7g" 6-48" 6'-0" TYP @ 1 STORY U.N.O. A S3 no 55-10" T- H.B.+ T-O" ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ eo in BUILDER TO (2) #5 REBAR : 4'-0" 12'-1" W.H. PROVIDE VERTICALS w/ in APPLIANCE FILLED CELL I O 0'-0', ; ; I ; . PROTECTION WHEN REQUIRED ■ • I ;; I: PER FBC 35`-4::" 3-1/2" MIN 3000 PSI CONC. � iv I SLAB FOR HERNANDO M - I : K iv 10 COUNTY ONLY r S3 I J S3 3-1/2" MIN 2500 PSI CONC • ' SLAB OVER 6 MIL VISQUEEN 2'-7a" 4'-9" 4'-10" VAPOR BARRIER , EDGE OF SLAB 2" : : ; I ■ I — CJ :: GJ : I : BEYOND WALL — CJ I o ch 5'-3" 1'-10" T-6" O I: (2)#5REBAR VERTICALS w/ in -_ — ■ — �� — — — • T, a OPT. D Cl)FILLED CELL -3 1/2" I 2'-6"x2'-6"X1'-O" FTG G ; W/ (3) #5 E.W. T-5" SLOPE (2) #5 REBAR 2'-6" x 2'-6" x 1'-0" AHU I I VERTICALS wjin W/ (3) #5'S E.W. TYP @ 1 STORY U.N.O. A ; `yCCFILLED i I S3 CELL o0 CJ CJ —25'-1047" ...... 9a1.-.-------■— �izs ■ 2'-6"x2'-6"X1'-O" FTG W/ (3) #5 E.W. - I -4" I L (2) #5 REBAR I M INDICATES FILLED CELL w/ 3000 PSI I PROVIDE %" x 9" LO RECESS FOR FRT. DOOR_ CONC. GROUT FROM FT. TO BEAM �LHVAC SLOPE I S3 _ U.) VERTICALS w/ in CELL () W/ 1 #5 REBAR VERT ABOVE SLAB TOP OF CONC./ PAVER T BE 4" CHASE 4'-0" 4'-4"FILLED � TYP @ ALL PLACES SHOWN i BASED ON 0'-0" BELOW FIN. FLR.::: ■ ■ ■ ■ ■ LOCATION HOOKED FTG. DOWELS 5" EMBED i i I , • ................: W/ 25" EXT. ABOVE SLAB "GRADE 40 i i : ::: : : ::::::::: ::::::::::: ::: ; : i ::::::: ISTEEL" ��� -----,------� 4'-0" i 16'-10" ..12'-10"19 o STEPS AS I PROVIDE 1 Y" RECESS REQUIRED PER FIELD I FOR SGD. REFER TO KITCHEN ISLAND MASON'S SLOPE FOR OPT. LOW WALLS : . . '• ....... """ ' "' ' lcj: 0-4 " ' ' "" . CONDITIONS WIDTH i i ■ CJ F------------J CJ REF ■ CJ-II}Ii jIf �i /- �- - - - - - -— I TYPA@1 CHASE TO ISLAD DWI STORY U.N.O. .N.O. N - - - -- o° S3 iD LO SINK / DISP I 3 1 /2„ i I L — — 16'-0" 2,_94„ 6'-10" } , 0 -0' ■ It ``'0I� 9 Sr H.B� 5'-4" 1,_9$„ - T-2$„ TYP @ 1 STORY U.N.O. A S3 5-0" 5'-0" 5-10" T-10" 2'-1 5'-11 FOUNDATION PLAN MONO - ELEV-Al. 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" SAWCUTx 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN LU z LLI J CONTROL JOINT DETAIL SCALE: 3/4" = V-0" "',"—#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. ' HORIZ. REBAR, TYP. .. .•. � �• �:. U.N.O. **Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" ttf,l0ti,y,'i o%% eve o O as"® d.CJ �`'s 1 ,� • , � sue. 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. a) W E �� 00 (co(p c�cpp N ik ,Q0 WO V O O m— M N 9 � W V O (AsL-L, a,7 M ''np N J W LL a. i� 2 ,6M S W O °. L 0,C13 O z a8m @ o a x O O� � 0 r,- m m m W W m 2ET0, @ -jroa Z IL IL vN O Q M Z Q O O Z N OU ❑❑❑ W _ M o Z N O o co z o J M N U) V) _ M z 0 �J LL }� --J V� Y V w O 0 q O V) — w C�, E o. m V m f-- ` E o g Q rn rn �m o J w cO M z lL �z o r N Q= F oLL o z0 o o F— xoCU �° a U o E N r0 a= <o <o �z a �w ro vi C @� ° ° l z _ - to az N 3 �' r rw om zo <° az Nz � ct oa a °3 >cc L � m c� N .! � L1. ' .-. O co N r O +r N cy) T— T Ul) T i N T E -' c T N o Z ca z :3 E N m @ a U a Q p c JOB NO: 20-3566 SCALE : AS NOTED SHEET NO. 6 I I liIL1111 1 .15:!INN ills,I, of+1 114 111All 111d I I , In UPLIFT CONNECTION CROSS—REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 112" 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 1 345 305 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 1 112" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H HTT4 3610 3105 518" ANCH. /(18) 10dxl-1/2 HTT4 4215 5/8" ANCH. /(18) 10d x1-1/2 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 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 PIHTT5 HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 990 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 990 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT 3965 3330 22 -10d x (1) 5/8" ATR wl 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR wl 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" 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 10-10d SPT22 735 8-10d SP2 1010 605 1 12 - 10d SPT24 1090 12 - 10d HCP2 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10-17-19 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). 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, (8) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 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. (A) OR 2 PLY ;ARRIER a SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Al SCALE: %4'=1'-0" � O� •r :CJ g� m;4V a C To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W ® Z9 co U (D CO Orp O O O m N c0 J M NN C 0 N LL r- a) * 00 f� ��� U-LLa vi Q !1 M Wa ' rn > U- (L Z �U)0 6zo N o m CS C m W N 2 E rn� J o a Z LL v N a o NQcoZ 0 Z U F J d < U ❑❑❑ W zM N o � o o d N M z Q � � T f6 Vi Y w o jr O V) �0. N — 12 w r- c E N o UM w o m E O $ N to Qom 14 �O ¢ w M M i 0 z Q J LL,ZO C cF C Qoa za wo � >ry ?® _ O CN X O F a z O O U O Q az CN L o ¢ J (� CO C C Y wm � mO Z, � C N N a ° Og ¢w �z zo <U >� I �� a mw w (7 �- O C) w¢ ttO _ �p z¢ r_ OUP 2M 0 = E L `° 0 N .! O � ^ C : o O CO co `.. qj- O C%4 ,= J N r � T �' � � � T .. E T CV o Z m Z E c m d E U a Q p J JOB NO: 20-3566 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. it. 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 verttcal (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 do GROUT SOLID 8F8-1B/1T 8F8-OB/1T 8RF6-OB/1T r. o W 0 O 0 0 O5 BAR CONT. 8RF14-1B/1T8RF14-0B/1T 8F16-0B/1T 8F16-1B/1T 8F12-1B/1T 8F20-0B/1 T ® V' LINTEL DETAIL _ 9_7W_-__R ff__471r� (�'• .� SCALE = N.T.S. E a MEN W M 1 - N 0 - -a No mo-E-0- no P so Mae E TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F16- B/1T10 U tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT #5 REBARAT MIN. TOP (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL d Q d #5 REBAR AT TOP r = d .M.U. w d° d MIN. (1) REQ'D ° 4 1-1/2" CLEAR z ° d z d 4 GROUT D ° d U) F ¢ ° Q C.M.U. 5 REBAR AT = Co U) w ° O BOTTOM OF t- LO z w w 0 d o LINTEL CAVITY U c~n ` / uJ 'L -BOTTOM vn1 O Ir b O REINFORCING Q Q C7 ¢ ? _ LL 7 - 7.5/8"ACTUAL PROVIDED IN Z p w D D 8" NOMINAL WIDTH LINTEL ¢ -- Cf 3:(-0 #5 REBAR AT BOTTC (VARIES) v~i'6 = a L6 �. �° AS INDICATED MATERIALS cT-T precast lintels = 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. 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 LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O O 4'-6" LL 4'-6" LL O 5-10" LL LINTEL PLAN - ELEV-Al SCALE: %4"=V-0" i t4! d a r_ `P�`t.zdfitt[ift'. 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. Am AgIlk W Q Co$ N 10 r O O O N V O c0 ..a N N N m r` O N � C" W 9LLN u_ LL a H! a Z �Nm w N a�CL aa0: 2 O a U) M m O 're ILW 2W ETA J o a Z v N 0¢ O N Q M Z Z U N J v ❑❑❑ W z N S m z J fh � N Wu')J M m z a o n' V ( �0 w0 o o t/ �N m w �- Lv E u, o � U CO rn � ..., c r- m E O 8 I =w U o r~ U) Q m it • _ 0 e m 9w �� M w o Z E wo <s 14 a E u Cd w0 O Z® oa 0 O oE 4 "'o O K Z N L o w ¢ ww r� rp�Z C - C o y m 2 O OE iz Z Z < o� z go Q a U ao CDw� w� >� �r zl< a x 0 M = L .! N T_ a) T- a C: o� O m co r r, O �+ N s- 2 r N LO r T (V o Z to Z E Q iri `m CL E U a w Qco c � JOB NO: 20-3566 SCALE : AS NOTED SHEET N0. 8 i I I 11h 1 1 1 1 t $ , 111111'::JIM1=11, ik;1 11 2.In 11b Ilw@Lil NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003. CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS 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 II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR, 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE, INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308A, 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 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 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 TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1. 2. 6. FLORIDA BUILDING CODE (FBC) 6th ad. (2017) AND FLORIDA BUILDING CODE 6th 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. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. 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: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: �„ 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2, ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 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'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI 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. & 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/s rinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms, Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete overpo and mortar along the foundation perimeter must be removed be ore exterior soi 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 buildingg department by a licensed pest control company before a certificate of occupancy willbe issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%4' DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. pn c{tf4ttETIVO 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) v W 1 Q co 0 O V V CC) ID N N 0) (`�') N N N 10 LJL N �LL'L u; _j a Z LL of o cn4 � m O .2o W E 9' o a a .2co° N Q co z Q o m O F Z N O _ coo O 0 z " ¢ s: J M (Z N U) M z a 4 Fj Vi Y w a j[ Ow V) �L/) F- sv o N U °' w r- 2 E O 8 = U o y CL ¢ o ® 0 M sm r• C:,w � J MZ o z < J i..r- oo <� Q o co u wz Q Z® @ X as 00 DU o� Z_ O E N ro z <D Qo n Z �w � rp cn �� m U z� J �m �Z �Z zo >Z 3 LL a NZ >O o w1 _¢ a 0 CIO = L >� �r m ^, W cc C� .� N C �y in = r TT!! CN - o .V J 04 r d' LO r= N n r rn iu 1 N o Z m Z E 10 i i N E U a _j ¢ p JOB NO: 20-3566 SCALE : AS NOTED SHEET NO. SN CORNER OF HOME GARAGE SIDE c3' w ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + +C-D + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0" (TYP.) 6'-0" + 6'-0" + + + + +++ + + + + + + + + + + + + + + + + +++ +++ + + + +++++/++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + ++++++++ +++ v-' — 15132" CDX PLYWOOD OR 7/16" OSB \—RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED771 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. Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" orp 5000s 1.8/1.7 wood panels nel Two 3/4" wood panels or 2 x _ P 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 ° x i 1/8" gap FILL CELL STD. 90° HOOK BOND BEAM w _7 Cr a STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR ��� #5 CONT. FROM NDATION TOHIGHEST ��� 7 BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT, BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D 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 # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max • � 4 max. /71 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 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 2x4/Plywood/OSB web stiffener 2" min. 4' ma required when Indicated or x 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION-Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. hi her than 15001b 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 1/16" details in One 10d box areas=20 of high or--20 sinker lateral load. nail each side 101-Offat bearing. TANK -LESS W/H H C G 0 0 O 5'-0" STUB -OUT FOR 1'-0" o o GAS METER 0 - o `n o FV 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. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1 SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. F-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 KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges 9 • BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall Use 3" (10d) nails at 6" o.c. 7 Required on interior walls : for vertical load transfer Load bearing walls 7 / when load bearing -for lateral support when joists / / meet over wall, or wall stacks directly over wall or Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate BCI5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 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� 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/(22) NAILS I 5/8" � THRU BOLT SIMPSC w/ (22) NAILS I R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Odnails SECTION @ INT. BRG. WALL require additional consideration.. N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) Joist hanger CD CD 6r A 1%" ROUND HOLE MAY 6�, 6�� DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" Any 16" joist joist 12 1'-0" i'-1" T-2" 1'-2" 1'-3'" 1'-9 2' 4" 2'-11" 3'-7" 4'-2"' 4'-9" 5'-4" Span (ft) 16 1'-0" 1'-1" 1'-2" 1'-2" 1'-7" 2'-5" 3'-2" 3' 10" 4'-9" 5'-7" 6'-4" 7'-2'" 20 1'-0" 1'-1" V-2" 1'-2" I1'-2" 2'-0" 3'-0" 4'-0"' 4'-10"" 5'-11"' 6'-11" 7' 11" 8'-11" 24 1'-0" 1'-T" 1'-3" 2'-5" 3'-7" 4'-9" 5'-10" 7' 2" 8'-4'" 9'-6" 10'-9" NOTES: 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. %" 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 1Y2" 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. A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.)I—L�I I�LI I 11 Nail with 10-10d nails. — Install tight to top flange. SLEEVE THRU STEM ° . SEE PLAN FOR °. FOUNDATION INFO ' a. d' STEM FOUNDATION \ 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. GRADE a r—REINF. SEE PLAN i (2) #5 REBAR A/C CHAS=-PVC� SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. :�� LOCATION OF SECOND H10A SIMPSON H110A ° e (WHEN w/ (18)10d x 1 1/2° ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE � 4 q' de-11 IITIIrI��II J_L_ SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0"—\ CENETERED @ PIPE PENETRATION `PVC OR SCH40 SLEEVE / r PLUMBING LINE co � • a • 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 4 v d . d0. d a dG L I= —_ d V d' d d Q r T� a SEE FND. PLN. SIZE & REINF. �attt:teteeE�� 0, ram,•,,.. a #'`r < > . .. , .- o• j To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. fn W v 0 O V O p O Co ID N N_ # _Q V O CD M N C p; rn to J ',° N J it y H ALL—L'"u_a 4 ZU) C�� N -, � 0) W � !n d a Lu zo @ 2 o _ 6 OMO Wm w o�c° 2E°'°' ¢ m Z c9NO N<coz Boa aoLo Z U 0 J ❑ ❑❑ W t+1 � � � o �_ ¢N¢ iz Q z v o d N M to z a = C9 0 -J a) _ U_ Vi Y w �- a U o Q O ZA �N w � o 2 wa � � o U d u� t— m E 8 i,... ai U o ° c ® Q Q o em o CID - w M M o 0 z Z 4 uw. o ° Z. z'o "EE z oa CU 3ru " o ra 0 s ¢wCN o<_ °E az o G r0 CO C - a)�g z y 0 O ¢� J ul z zo d 3 oa ao a 3 it & o, �'_ o w� w� 0 11 d zIa ¢ OU 3 > d. ci W �a L.L > �1 - ^' o to 2 �..� 0 N -� 0 J T � LO .. E I--�» N o z z CU a- E U _ Q cc� JOB NO : 20-3566 SCALE : AS NOTED SHEET NO. SN 1 -F T, I 1 1;4 1 1 1r r -i- 7vr _1vr 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 "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR „ GYP. TYPE „ X„ @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE 1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ S.P.F. DOUBLE ( 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 STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (1) ROW 2x BLOCKING @MID (12)10d NAILS 21'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. 2x #2 SPF STUDS HGT. FOR WALL HGT. < 8 -6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 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 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 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". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN APPLICABLE. - 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) ;;4. 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 2x P.T. PLATE 1/4" DIA, X 31/4" TAPCONS @ 24" O/C & c SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS @ 6" MAX FROM END OF 2 x PLATE E 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2 #5 CONT. ON 3" �' - 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (1) LAYER TYPE II (#30) C 6 x 6 W1.4 x W1.4 � T17 (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH " `' ELEV. 0'-0" PITCH > 4:12 p ° OIL OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL 2„ x 6 W1.4 x W1.4 ATTACHMENTS 2" 6 x 6 W1.4 x W1.4 ° ° A.F.F. O.C.) WWF OR FIBERMESH WWF OR FIBERMESH (2) LAYERS TYPE I OR TYPE II .. °' � � ° c� 31/2"MIN. 31/2"MIN. (#15 OR #30) UNDERLAYMENT -I I �I I I I -I I I i �I I �I I �I I RN �I p p I=I ° ° ° ° ° ° ° a ELEV. -0'-31 /2" z FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. I - =1, a O p °- I I ( III I I I- 11=I 11=I I A.F.F. O _ _ _ REQUIREMENTS SEE R905. EE+ PRE ENGINEERED WOOD 'rI I I=-� ICI _ - I ° a 2x4 CONT. ° b III a II-III=III=� 1/2"(min.)-4" _ - '31/2"(min.)-4" ° I i �I I I -I TRUSS @ 24° O.C. U.N.O. 12 HURRICANE ANCHOR @EACH I I I ==I 1 I - I -r II I . ° ° ° a°° CD 4 ° ° - =- P. 31/2"(min4" 1- °° 1 I - 31/2 I�I= "min.) • -I -I -_, TYP.)VTRUSS (SEE UPLIFT SCHED.) W/ ARIES = ° ° GARAGE DEPTH VARIES I _ T IICI METAL PL. UNDER EA. TRUSS g° ° ° (2) #5 CONT. I I'1' 4;'-"' 8 I-1 I-III-�-I I 1=I I -I 11= (2) #5 CONT. 4 MOISTURE BARRIER TYPICAL INTERIOR BEARINGU.N.O. 4„ MIN. MIN. INSU ION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B U.N.O. TYPICAL BEARING WALL STEP SHEARWALLrc_,N�TYPICAL BEARING WALL @ STEPrCC NAILING SCHEDULE ON SHT. SN1 „= , „ SEE TYP. WALL SECTION SCALE: 3/4 -1 0 S3 FOR ADDITIONAL SLAB „= , II SCALE: 3/4 -1 0 53 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 ELEV. VARIES - INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" GYP. TYPE "X" @GARAGE ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ecs' W/A HABITABLE ROOM 12" •N.0• 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C ABOVE) W/DRYWALL 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS, 2x STUDS @ 16" O/C M\N�Uo s SCREWS @ 7" O.C. SHEET 2x STUD ,o N(1) ROW 2x BLOCKING @ MID HGT. LOAD BEARING OR INSULATION PER FBC AND ENERGY co CEILING & 8" O.C. WALLS EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' NOTE: FOR WALL HGT. <_ 8'-6". (2) ROWS 8"x8"X16" KNOCK -OUT 2 ROWS OF 2x BLOCKING THIRD POINTS APPLICATION SEE SECTION C/S3 FOR 2x BLOCKING @ 3rd PTS FOR INSULATION PER BLOCK W/ 1#5 CONT. 1"x P.T. STUD () @ 7WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1/2"PLAN SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER SIDE GYP. WB (MIN.) .GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 nOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. NAILER BOLT INFO. 5/8'x6' J BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" (10)10d NAILS 8" C.M.U. TYPICAL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 " O.C. STD. 90-HOOK (SEE DETAIL) (IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR WALL SEE GG/S3 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD PE 'IS" MORTAR ) MIN. 2500 PSI CONCRETE SLAB W/ 3500#SPACE ANCHOR, MIN. TENSION 2600#) SIMPSON SP1 6 1/4"x31/4" TAPCONS BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 () 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] * SPACED EVENLY ZX PT PLATE #5 REINFORCING N FIBERMESH BAR w END OF 2" x PLATE WWF OR FIBERMESH r w/ (10)10d NAILS C%j WEEP SCREED INSTALLED 2x P.T. PLATE ARCHITECTURAL �'P � PER MFR INSTRUCTIONS p ° p FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR 1x2 PT WD FURRING @ 24" O.C. ° GRADE - p p 0 . GRADE 40 MIN. Fy= 40ksi ° p. T- z #3 & #4 LAP SPLICE a -I 11==(I 1=1 I 11=1 11=_�I-III- 1�- _ (1) #5 VERT. IN FILL MONO OR STEMWALL ° Z M - p p 25" MIN. LAP [30" MIN. LAP] I = - , • j D [GRADE 60 MIN. Fy= 60ksi] -� _ - D r T FINISH GRADE °O � °- -III LI II III I IT_I=III-I I I- 1/2 GYPSUM WALLBOARD ; 3 I_II I -I CELLS (SEE FOOTING MONO SHOWN ° o - I- I _ - W -I I- LU U.N.O. o oo p FOUNDATION PLAN FOR CLARITY ° D _ _ _ _ _ 6 MIL VAPOR BARRIER I ; ° I �I I I �I I R 1 7/8" `� FOR LOCATIONS o _ -I I I=I (� I #5 REINFORCING BAR -III=1=�=1 I I (� I -III I IF ' - p o o ° I -III -III -III -III -III � N z T , 1x4 P.T. BASE NAILER ° III=1= = =III= - ? ' I - -CONT.- 4"x4" INSPECTION NOTE: D ° pD ° p - - - - - - v ° I �-I=I 11� ��1 5 IR - - - - g I -I � I -I � I -I � I -I � I -I � I-� I � p I - - T � #5 LAP SPLICE 36" MIN. LAP [36"MIN. LAP] (2) # ON 3" CHA S 31/4 BASEBOARD PORT AT EACH *FOR BEARING WALL III III III III III N COMP. SOIL. (COMPACTED TO - _ (TYP.) 8 1-4 8 FILLED CELL TYPICAL =III=III=III= (= 95% MODIFIED PROCTOR ASTM �_ �_ ��- 10" MIN. 2500 PSI CONC. SLAB W/ UPLIFT ONLY - - -- c� AT GARAGE CONTRACTOR I � =1 � =1 � 1= � I= 1=1 � =I � 1=1 � = � 1= � 1= � I=1 =I � = � = � � , D1557) � „�'rrT�r � r�'r � �� r r�� ' MIN PSI MAY VARY PER cn -� 11-1 -I -I 1=1 -I -I -I I -III -III -I 1=1 I -I I -I I 1-' 4" #6 REINFORCING BAR #5 STD. 90 HOOK TO CUT BLOCK OR POUR "-1 i-III-III-- =„ I I ;III=f III= 11 MUNICIPALITY. #6 LAP SPLICETYPICAL INTERIOR BEARING CURB DUE TO SLOPE CONCRETE SLABW/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF`�� WALL W/ UPLIFT rG W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=70'. S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" �,S3,) SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 BELOW GRADE - SLAB INFORMATION. SLAB INFORMATION. Cn= I ° y °p I 6x6W1.4xW1.4 p 31/2" WWF OR FIBERMESH 6 MIL VAPOR -"/ __ 'r I I min.) 4"---, BARRIER D; I = r a d a GRADE COMP. SOIL. I I ° _ 00 = - _ - - _EEI IEil I - - (COMPACTED TO 95% T II I -1I- 1­ --"'--m�-'-' #5 REBARwOPT. MODIFIED PROCTOR =--CLOSUR - S' ASTM D1557) MIN. CLR. I III III -I I I I IT'I j- , (2) #5 REBAR CONT._/3" ON 3" CHAIRS TYP. 1'4' (1 STORY) STD. 90 HOOK 4 U.N.O. 4„ 1'-8" (2 STORY) DETAIL)(SEE MIN TYPICAL WALL SECTION K"A TYPICAL THICKENED SLAB EDGE L SCALE: 3/4" = V-0" S3 SCALE: 3/4"=1'-0" 53 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS � z �M II III 50 T f •� . ' li_TI1 �-III � f SEE A/S3 OR J/S6 •.,:- :.. , FOR REINF. INFO. 3' MIN. CLEARANCE 1' " (1 STOR ) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV ' M a -I I -1 I If .I41 OWN,= 11TI1 ! ` •y.; r. ` I_LI-� I I I- . . 11 1111 SEEA/S3ORJ/S6 I� II IITI�I I II I� FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. 201 HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALAN li\•INTERIOR ° -3112" d 2" r. CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB � e 00 M 6 MIL VAPOR BARRIER' SEE PLAN 1 1/2" RECESS FOR VARIES r6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.)� I WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR AL &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN 0o (2) HTS20 FOR STRUCTURAL :- BEAM SIZE & CONNECTION INFO I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE Cr j w /- 6x6 P.T. #2 SYP J � w LU ABU66 -2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. GARAGE ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS -INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR ° 6 x 6 W1.4 x W1.4 c`I SIZE AND REINFORCEMENT) WWF OR FIBERMESH BRICK PAVERS or SLAB PER COMMUNITY SPECS d' a ° 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" 53 ;_I SEE A/S3/J/S6 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. r ' 00 GRADEd ° M - =_ - = a C3 _1_;III -III ° z w w o w cwn = 1= • °• = 1= I z 00 -I�1=1 a a = MQ I-1 =1 1=1 1=1 1=1 -I 1=1-=- FOOTING11.1 -III III -III -III -III -III III-1 I-III- 11-1 1=1-I 1=1 I =1 1=1 1 BEYOND PAD REINFORCEMENT '' i-' (3" MIN. CLEARANCE SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 .. r �- 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 Engineer's signature and seal. a v U N ID R N p C? Fjio0.CN 0). N- n -, "� 00 O N M ° ��N� W LL a M a Z N c� 1 >mLL a LL W . to 11Lau L O LO y O CD m m ° on�_o E rn M oa ¢ p a Z LLW 19NO N Q C) Z goy U OF J Z V ❑❑❑ 0 CO �CO z o Q � N M z O Q) �N ,� LU Y ,y� n a V � V) �N - iz- o o � °O U W � r r-- g jj®ro U Q a f� m o w M M za 22 Z 4 a o E U w� <Z �® oa F- C - X � ¢ OU o o O N a - wo o < u Z r� w� �t U C Z 0U mo 0, ZNm U) aw �Z 8< o 20 a wLL �Z w� 1;� o O15 L 0 m ^1CIO W N .! ry C� I.L , C L O CO m CC 2 �. N O N r LO r = N 7 r E N Z Z E E O m a E U J Q J JOB NO : 20-3566 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 SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ 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 INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 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)1Old @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) 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 IF POINT EVERY OTHER +�+ STUD W/ (3) Od NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING 11 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 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90- HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) -ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL TO DRAIN EXTERIOR WALL WALL CLEAN -OUT A SCALE: N.T.S. S4 7 5/8" 8" 7 5/81, 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 (3RD) 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 LAYOUT rD S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) 4 5 FOR CONCRETE PLACEMENT 1 a a d a d a d a a d d g" STD. 90 HOOK g" 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: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 0 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. WIDTH OF OPENING VARIES 4„ FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J Q T t.l..l 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 PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAILi7 SCALE: N.T.S. a SCALE: N.T.S. d d d a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E BLOCK WALL, RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SF p�NOow �qN 2x CRIPPLES @ --� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —i O/C TYP. DOUBLE 2x -- CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -fit 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 FOP a GARAGE IOOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. �'14 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 1' - 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 (2) 2x HEADER SEE PLAN ri t S4 INTERIOR HEADER: (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. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL d °O d 12 (TYP') SEE ELEV. 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/ SIMSON SP2 w/ (12)10d NAILIS AT EACH STUD RUSS BOTTOM CHORD OR 2x4 FBLOCKINGW/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING EACH END FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD v? a 2x TOP PLATE `o V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS =_= CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT [MAIN O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. �— PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50 /o OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF • 48°SPLICE STAGGERED ('4'1V , /-1 Od @ 8" O/C ATTACH ALL -- EXTERIOR STUDS W/ 4b16d TOENAILS TO P 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. Q�4 F= 2240 LBS SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL ° SIMPSON SIMPSON SP4 SP2 r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 / SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) o ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° HDU2-SDS2.5 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 wl (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT ® • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE 2S4) SCALE: NTS SIMPSON SP4 2X TOP PLATE OVERLAPPING `10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE /- 2X BLOCKING I I n a 2X8 P.T. BOTTOM P TE l� 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5!8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL STAGGERED 4 q 10d NAILS @ 6" O.C. STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L 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 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 i Y • 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. W 4 IT E Co 0 co fop O U N N # O O O py A ® ,p J M N N # °No OF CD N J W N N .4)M ���u-a v? M d 0 w vi ' j aaLa 0 Z gram � O a;o_ �00 W _ CO J a5 O ti C04O m Q W Z LL M E°_'a' ❑ ri 0) 9 N O N Q O O Q M Z V N J < �� z ❑❑❑ W M Ur M � N O O O z � z� 8 M D_ N � co z Cz u_ 1 l r `fV\ � Y LU O U � Q IN o o v M w � O 8 _ Gi U o r ° Qao r• C W 1z co CO z¢ z z J � QE a z a g �p 2 >� ao Z© oa U moo' Uo F C X U 0 U O E o ao <o a ww ro Y Um 0 0" >Z tea' <�zz o� Z Qo CL U Sao o� �3 o w wF =ob �o co co a= ° 3 0 CM = > L � m Al W N .! a� > C: CU m 2 00 T No O C4 d- ■ o >% (�I J � T d Ln T + N T LO a) E Z e r0 N o z z z = E N � M E U w 15 ¢ 0 C C:a JOB NO : 20-3566 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAMV W/ (4)1/4"xi 1/2" SDS SCREWS TO BLOCKING & (z 1 /4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H1 OA w/ (18) SIMPSON SP4 wl (6)10d x NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) 2 x4 OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. SHEATHING DETAIL 10d x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES 1 12 AT EA STUD (USE BACKNAIL w/ (2) 16d NAILS SIMPSON H10A w/ (18) OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE " TOP CHORD BLOCKING FORIs @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER SHEATHING DETAIL O.C. AND NAILING SCHEDULE @ 24"FOR SHEATHING DETAIL 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)1 Od 3" FOR FIRST FOUR ROW EDGES OF 2x4 CROSSBRACE 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#Z "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB �p $'-0" O/C. EXTEND AT LEAST 90% OF , MAX. & (2)1 Old TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 10dX3' 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS "T" INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" 0/C SPACED 48" O.C. INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH L BRACE HERE ROWS OF TRUSSES FRO MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & BOTTOM ATTACHED w/ 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1 Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"X2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" '� EMBEDMENT IN KO BLOCK GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 2 1Od NAILS & (4) 1/4"X2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SIMPSONH10Aw/(1$) BACKNAIL W/ 2 16d NAILS x SP8 FOR 2x8 WALL) S 2) SEE STRUCTURAL NOTES 10d x 1 12 AT EA. OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" O/C 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) 10d & (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 (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2) 16d NAILS BOTTOM ATTACHED 48 2x BLOCKING W/ (2) 16d TOENAILS 2x4 'IT" ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL 1Odx3" @ 4" O/C BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2"' 10dx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 36" U.G. SIMPSON SP2 w/ (12)1Od 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 REFER TO DETAIL J () 1Od x 1 12" AT EA. 2x4 OUTLOOKER ON SHEET S5 FOR r f SEE STRUCTURAL OUTLOOKER @ 24" O/C X-BRACING, AND TOP NOTES AND NAILING TOP CORD CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR INFORMATION 00 °° SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ 111,2 1/ •. 2"x4" CROSS BRACE I 24" MAX. EDGES OF -WOOD TRUSSES -00 APPROX. 8" FROM Az SHEATHING TYP. L- RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING 1 1 2 • EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 1 1 2 10d & (2)10d TOELv,lsv LENGTH (SEE TABLE) BOTT. CHORD FOR 4 `17J1� NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST (4) ROWS OF (2)16d NAILS W/ 10d NAILS @ 6" O.C. 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD O/C w/ (2) 16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207i , L = 41/2) OR EQUAL END TYP. TOP & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS ONNECTION C 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/ 1Odx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. @3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON — LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4" 1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8� 9 ADDITIONAL INFORMATION. 2'X4" OUTLOOKER @ 24" O.C. W/ (2)1 Old PER JOINT 71NIMUM 2x ',ROSS BRACING SEE PLAN FOR OCATIONS) 1Odx3" O/C TOENAIL 6" O/C W/ (2)16d TYPICAL (2)16d PER NAILS JOINT f- CONTINUOUS BOTTOM CORD BRACING 2"x4" MI/N. �SEEEMM/S5 CROSS BRACING DETAIL 2"x4"y RUNNE ALTERNATE NON —DROP GABLE END DETAIL SCALE: N.T.S. S5 1 GABLE TRUSS S%1 "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6,9 MAX. S5 S5 SCALE: N.T.S. CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SCALE: N.T.S. S5 MINIMUM (2) 16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C ,ninon ror recce 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 314" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ z w \-BRACING w/ (3) 1Od x 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER -BOND BEAM -MASONRY WALL 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 'IT" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB -' SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX ,- CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. ui --- — — — EggsW — Id LU 0 o ' O iZ O m o v o , 0 v o o C o �— _ X o r CD ,- F w 1 V w ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) 'ILI' BRACE 2"4" (U.N.O.) 'ILI' BRACE 24" 0'0" - T-O" T-O" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4„x1 1/2" SDS^' ^ GABLE vEND vBRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 1Od NAILS AT EACH STUD END JACK 1 V-0" MAX. 0 CORNERJACK U U W z O U HIP FRAMING REFERENCE PLAN E S5 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 /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)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL 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 gt'`r� ., •ems, ,�CO lb 1' . 1, i '•z- Al co To the best of the Engineer's knowledge Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E F/• \ _ a`to p�p N W # N O �% 0Y CD J (�7 N 04 '� Co LL C 216,0) J ik w LL. LJL B. a 13Z 6'-' W to � PU- aa= acorn C, o_ K 0 m W l'g 2 m o�CO m m go �a yJ LL 2 Ec'm z N Q M Z Q 0 Q U 1— U ❑�❑ W N z_ M 0 o c zco Q � J (h � N N M Z = ^' U'� - 1Vl' T j- U „e d 0 ina O V) N ry Z o U CO m f 2 e = 0 8 U o 8? o Sin o w cow co o z U- E �tt YS Q E o� Wz EO ® oa UO t4 r0 U O U o E N s �o <om� az �z -2� CY _ C U O O¢ ZF dJ m a w �z ZC > ` j> ��Q U a �IZw- (� < o �_ w¢ >° C) C' 2¢ a OUP 0 CO L � m n' W Ca c� N T— O m co so N O d- >. N J r 2 L0 r N r ca T N o Z Z :3 E o _ICU d V J Q J JOB NO : 20-3566 SCALE : AS NOTED SHEET NO. S5 4 f (4 S 18P a� r i i m r k, j ki t �1,� 1' • 4 4 +' iF II , k ., Y 5 E d � s'j r 11, t £ I ' I ' F , ,i f M 1 1 r' ' i J I £ h y 4 G tt ,r r Y , / ,• r 1j r f {• ;_ 4 7. r •' t j 1 Y { _ 9 .� t ,� i• �r S � � f I - S I' ; , ' 1; •' 1 e3 { 3 a O� c O to LO M I 0 i s Q I 0 J CD M I O i it a O O i Ca G F2- N E 0 J y I.a_ 0 0 0 �I N U a i a 0 ZIP J N 0 0 v a 0 0- CD N C W C) 0 �m v rn 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT MAX. 8„ PROPER INSTALLATIONDO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN.KN'__1ATTACHED APPROVAL FOR CONN. 1x4 X 4 #5 REBAR (TYP,) ` � 3/4"PLYWOOD DECKING GLUED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" FURRING 3-1/4" LONG X 3/16.0 FURRING 3/16"� X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2" TAPCONS #5 REBAR AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED TAPCON @ 16" O.C. & 4" 2X8 TAPCON. INTO STAGGERED @ 16" (TYP,) 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING �� O.C. 2-ROWS INTO 1 DETAIL 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL `5`TQ, 90° HOOK (TYP.) STD. 90^ ` /� 2x BAND JOIST W/ FACE NAIL 10d @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB TAPDOOR JAMB (REFER TAPCON @ 1x 3 -@ 1 6" 1x4 P.T. METAL SEAT PLATE TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL APPROVAL FOR CONN. 1x4JE NOTE: LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT BOTTOM OF ND TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" JOIST TYPICAL APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" 1x4 (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH A TAPCON 16" O.C. & FURRING @ END C MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2xg P.T. ATTACH SECOND PLY w/ ' +2 NOTC @ FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. wl (4) 1/4x1 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ` INTO BAND JOIST & (4) 1/4 x2 3l4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL NOTCH WEB AT THE ' +5^ FIRST 2 COURSES ` BUILDOUT OVER SIZE DOOR —WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATIONH RETROFIT FOR MISSING EMBEDDED STRA SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. A -A = 1610 #FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX � SOLID W/GROUT 2 -O 8„ 1 X 4 FURRING TrBLKG. AT TOP BTWN. 1 PLY PRE-ENGINEERED TRUSS ° BLOCK HEADER ARCH BLKG. & BUCK 1/4" x 31/4" TAPCONS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR CONTACT ENGINEER OF RECORD FOR • '• SCRIBE (NOTCH) POLY CELL IN THIS AREA 2 X 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. d a~ •. BACKSIDE TO FIT ARCH (4. NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERHAN �b. , •:. •. .d CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. •+ e. .: . x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR\_2 INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH 4" MIN. OF BRACE INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED) W/ (3) #6 X 4% WOOD - DOUBLE 2x4 SCAB FOR 2 6 TO 4'-0' O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. ARCH DETAIL J 4 MAX. RAID. USE (1) SIMPSON 1/2 HD TITEN (CENTERED) w/ k OV�RygN TO TRUSS TOP CHORD MIN. 4 EMBEDMENT AT 16 O.C. + �ENGT 1 r_On 5r_Orr SCALE: N.T.S. SS 12 + N PLYWOOD SHEATHING JACK TRUSS PROVIDED BY / TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLO 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 /4" MAX EMBEDMENT INTO K.) 2-0 8 PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + SOFFIT ° • ° ►.. #5 BAR iD > ' ? BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + + 10„ A, p ° n RED W/ ° 1 X 4 FURRING BLKG. &BUCK H2.5A w/ 10 2X6 TO 2X4 ( ) 2X4 SYP . o s ,,� 9 R N TOP o n ' ° ' ' , a KNOCKOUT / N 8d NAILS EACH TRUSS > .' . / CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE B 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) s� s 'e — b MONO FOOTING _ "° 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. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL ° • ° ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT .> DIRT Z TO BE INSTALLED 00, BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL A ° STANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION > 90 HOOK N #5 BAR IN : TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%' WOOD FOR OVER HANG FILLED CELL �' �• ' 8d NAILS START OF ARC 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") V . .- N ." v 1101, INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4 MAX. RAD. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" ° ,%.• �.- ,• �.- .• �.- . •.- .• ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. PER INSTALLATION DETAILS B-B ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER 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 W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD "SET" #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING TOP WITH MIN. 3" EPDXIED w/ SIMPSON 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER g _0'� EPDXY MIN. 6" EMBEDMENT & < ¢ FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) 3" MIN. EDGE DISTANCE ''' LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP 0 0 NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ° , o o w a A REINFORCING AS FOLLOWS: a 1 E LOWER SEALANT PLACE AC OW R HALF OF MORTAR IN BED JOINT. DO NOT FURROW.I— #5x6 EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/— o � U z � � EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED TROWEL — — _ ITI a AND REINFORCING PANEL SMOOTH. DO NO FURROW. — , ° _ to C„ FILLED CELL ° DRILL 3/4"x5"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE �. o I III- SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP p o G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE c� R REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. T g • P ` TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° \tea 4" SAW CUT SPACES, REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" = V-0" SCALE: 3/4" = 1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. °`o�`�.rrrrrerrE��m (yea^ Qj ��M • i 4 P fT T A� f,..f`spRO*IttrIlt; E� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. � a UpNN tqq. 0 r I C,,U) m U- _F-j N a' ir�u- a 0<U)0z ,0x 9 OR o N : C O l- _,E°c' C, a Zv< IL 13 No Ln QMZ Q O NU Z ❑(D'8 ❑rJNp ❑N00r7.WQJl U W C z � — g � N E3 M 0 o N V% Y (� w o o •0 N w o U m rn w � 0 8 _ F 6 U o c U' d ¢ o • ® 0 sm o J W co 0 Z ZQ 2 J LL_ Q a z g o �� >ry Z® co O C X U ao 00 0O V o o M N o Q °z W w L ro � C _ C ❑ u m 5 OLL Zr U) J N a ° <O z go NNE Q oa a Z �~ <& O � o< 2¢ a x o� U� L � m m ^1 W �o CN M> LJ.. '— I6_jco O �C ° C9 = N r O v >+ N J r LO r 2 N CD 0) � 0) `n r E N o Z E Q m a 0 _ ¢ o C JOB NO: 20-3566 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) 1 SCALE: NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. o 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. DB741 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 ITI ITI I� 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 — CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. 1 A ----Z-WOOD TRUSS J 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 SCALE:NTS DIAGONAL - AT 8'-0" MAX TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. ,VATRUSS SSES (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS HIP G.T (2) 2x8 #2 SYP wj O.S.B. FLITCH PI. TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE: NTS SIMPSON LSTA18 VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) w/ (12) 10d NAILS CENTERED AT SIMPSON HUC410 w/ (14) SEE PLANI. FOR CANT. 16d INTO HEADER & (6) 10d TOP & BOTTOM SPLIT TO TIE 10d INTO BEAM - SEE OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE (10) 8d NAILS INFO COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT—/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 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. W/ (4) 12d L LCOMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END NAILS TO TRUSS MIN. (2) 2x4 SPF TOP FOR CONNECTION INFORMATION. BOTTOM CHORD PLATE VARIES SEE PLAN FOR WALL LOCATION �— MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL o 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 8 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 I INDICATED ON BM. & ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULDE/ON PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT A SEE ROOF PLAN FOR BEAM SIZE & SCALE: 3/4"=V-0" BM. SPLICE OVER CENTER OF POST CONNECTION INFO. A A SEE PLAN FOR /�t, 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) 0. CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" �X 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 @ FLOOR CONNECTION r22'�� 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 �_-= 8d NAILS AT 4" O.C. SEE PLAN FOR VALLEY TRUSS INFO. `—• MASONRY WALL BELOW: SIMPSON HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 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 Q COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE �� SCALE: NTS EXTERIOR ATTACHEDI 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 THENIIZZ ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. • 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. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF rg SCALE: NTS LOW ROOF/WALL 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 39 SCALE: NTS ��j DETAILS & SECTIONS 4+ �c 0 N O 9® N co e PROS E` �' ``� ,fit i 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. tl9 F' Q co O O 'ItU N Co 04 it V 00 O 9 F M N r N* J LL to.7 LL - u- a Z FIR , -au)m C)Wo 2 0 m m O MET. I . W Z UM M :9 N p Jo O N 0 MNQc+�Z d< U J Z V ❑❑❑ w M � Z CV O _ o� Z N Z O � Q J M � N M N z o � a) � LL 1 ' T (a O � Y W o .0- ^ g w c o � m .- 2 e C) x va3 U), ®o c Q0 Leo ti o �w M Z O zZ Q U_ O- E o z o Fz Z® ❑a 00 t X O �< D a S< N<z I. W ¢ a W W X. L � %Y 0 U m 0 o o" C � O I W Q iz 0, O U � 3 ¢ �w mi o CO a F z< 0 CO = L W � CD > 0 i-. W � 2 O CD N J � - Ln r 2 N L r T 04 o Z Z E O iii J JOB NO: 20-3566 SCALE : AS NOTED SHEET NO. D1 3 v 2 0 J CD CID LO to I 0 cV rn r` v -o v 0 J to LO M 0 i _ 3 H Q N N a E E O `v c J N r7 I` E 0 UI U 0 a i a 0 0 a J a> i� N Q C\O 0 0 d N 0 cV 1.0 m 0 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 TAPE EXTERIOR SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. (0.6 Cm : 30.5 Cm) flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is intended to 3 SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND 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 rassemeLsowi"oow> OR EQUAL WEATHER PROOF CAULKING 2r 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. 2 RESISITIVE BARRIER SEAL TOPS OF JOISTS 1 I LATH UNDER DECKING SUBFLOOR R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other SELF -ADHERED FLASHING (SEE DETAIL WP07) - approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches HEAD FLASHING TIE-IN INSTRUxTIONS: (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a 1. Cut, fold up & temporarily secure weather resistive RIM JOIST THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing manner to meet the requirements of the exterior wall envelope as described in Section R703.1. installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under V. AND WATERPROOFING METHODS TO weather resistive barrier 1 1 R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a 3. 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 O 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 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than FLANGED WINDOW ■ SELF -ADHERED FLASHING ■ ■ p pP 9 q FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER ' 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 drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE 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 entry of water into the wall cavity THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complyingwith AAMA 800 or ASTM C920 Class OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) P 1 9 REFER TO TECHNICAL SCORED 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the LETTER ON CHEMICAL ° O RELEASE PAPER type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface COMPATIBILITY SELF -ADHERED FLASHING _ (BEFORE FOLDING, SCORE of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: SELFEXTENDAMINM MINIMUM �0 RELEASE PAPER TOEXN) 1. Exterior window and door openings. Flashin at exterior window and door openings shall extend to the surface of the exterior wall finish VERTICALLY FROM ADHESIVE AS SHOWN) g BOTTOM OF or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall O THRESHOLD comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 2 3 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration SECTION -A (SEE DETAIL WP02) manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details SELF -ADHERED FLASHING are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or O 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 2 '- _ 2 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. SELF -ADHERED FLASHING Y 5 1.2. In accordance with the flashing design or method of a registered design professional. NAILING FLANGE 1'" 1.3. In accordance with other approved methods. 0 4 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS 1 6 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco BOTTOM NAILING UNDER DECKING FLANGE 8 (SEE DETAIL WP07) 2 7 copings. 3. Under and at the ends of masonry, wood or metal copings and sills. SELF -ADHERED FLASHING ■ SELF -ADHERED FLASHING SELF -ADHERED FLASHING ■ 4. Continuously above all projecting wood trim. HALF ROUND WINDOW I EXTERIOR DOOR WITH DECK , INSIDE CORNER , 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. �Ground� 7. At built-in gutters. SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 AND FBCR 703.7.3 Detail Instructions Refer to the number marked as ## in each detail that corresponds to the numbered items in the list of Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN SLOPE d a ° a E 4M SELF-ADHEF Q) T-4" PER PLAN 1'-0" PER PLAN SHOWER SEAT a a SELF -ADHERED FLASHING OUTSIDE CORNER Q W Cn m Q Z SELF -ADHERED FLASHING PATCH HERED FLASHING LU LU PLASTER STOP 2 U) CONTINUOUS BACKER CU W ROD & SEALANT W Q � W �0 A U) d 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 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) - o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS L� kSTER STOP A NTINUOUS BACKER ROD EALANT NENTITIOUS FINISH FRAMING SHEATHING ANE WRB WRB Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing -Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 N O N 0 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 Cade - 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 W E Co _ N (p N O (DO v CM M N N = ��� Co 'o N -Ji I ® N, M .D 7 LLN J xk W LL LL d Q Vj . O) LL W N t1.. d g > lr W O -Cc:coC, a C? m W E°'o) o a Z N Q M Z U 0 J Z °U ❑00 W Ur "' N O !�A 'o o z J M d N to z 2 o cD LL w n o. ® J Q O Ln 12 � o Ln �� 0 O ~ U m rn w � m E - 0 mi ... = w Q sm o CO W Cl) o3 Z a J LL E V W os Zo z® oa f-- - o E XO 4 aZ SOca 0 0 aZ N @ L ¢O ¢o rw ,dr! to UJ C: 0. U N m0 o Z Q% m Q W �Z zo i� C O wLL U rl mw a� =3 }° O W za a o�3 =M 0 = > d' ozo L ai N .MM> � LJ� � T � O ^ LL o ^1 m = O N d- O') J N d ,- LO r I N 7 r E E N o Z E O a = co E o _ JOB NO: 20-3566 SCALE : AS NOTED SHEET NO. W P zcAnrF Mounting grai (10 6 +1 /.2' x 4-1 /2' x 2-12' Sm Anthol Schtild 80its 1 f2" 13ia. A325 � Iw. (TY0 o 0 ,r Washers Self- c-I Nuts Wk cf*ss 5 rpo rt (May be cut to W Right 1Sracket (16 Gauge). # 14 Se"DriI (irk Screws VC Unit bmtorn Edge ---riurll Strap (7ypil in front) T FrorttCross Support (May becut toW) Left Bracket (1Gauge) # 14 SeV-Drill" 50owsTW_uBrackets1� Back Cross Support Into A/C Unit Bottom Side (Typical-r i 3 each sick far htr ncarre use IN' TALLATtQN MORMATION Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail PP Pp Page 1 of 2 32a/2018 Code Ell or Date Date Date Pending Date lTY10 Verson Manufacturer Contact Enalneer&License Validated av Validated Submitted FBC Approval Approved Status Revision 2017 Gulf Coast Supply & Manufacturing, LLC. Eng David Daniel S. Kuhn Locke Bowden P.E. 10/12/2017 10/10/2017 10/172017 12/12/2017 Approved Category: Roofing (352) 498-0778 PE-75519 (334) 300-1800 Subcategory: Metal Roofing info@gulfceastsupply.com Compliance Method: Evaluation Report from a Florida Registered Architect we Licensed Florida FL�rTes�i-rrs Professional Engineer Pr�rBuy,_ ) �, _ Quality Assurance Approved for Use Approved for Use Impact Deslan Sep # Product Model, Number or Name Product Description Contract Expiration Date In HVHZ Outside NVHZ Resistant Pressure 1 0.032&quot; Aluminum 5V Crimp Min 0.032&qud; 5 V Crimp Aluminum Roof Panel 04/122024 No Yes N/A +N/A/ over 15/32&quot; Plywood -108.5PSF 2 0.032&quot; Aluminum Gulf Lok Min 0.032&quot; Aluminum Gulf Lok 16&qud; Wide 04/122024 No Yes N/A +N/A/ Roof Panel over 15/32& ud; Plywood ood q -116.OPSF 3 1&qud; 24ga. Gulf Snap 1&qud; Gulf Snap 24 Ga. 17&quot; wide Roof Panel 04/122024 Yes Yes N/A +N/A/--131.0PS over 15/32&quot; Plywood 4 1&quot; 24ga. VerseLoc 1&quet; VerseLoc 24ga 16.5&qud; Wide Roof Panel 04/122024 Yes Yes N/A +NIA/ over 15/32&qud; Plywood -138.5PSF 5 1&quot; Versal .032&qud; Aluminum 1&quat VerseLoc min .032&quota Aluminum over 04/122024 Yes Yes N/A +N/A/ 15/32&quot; Plywood -101.0PSF 6 1.5&qud; 24ga. Gulf Snap 1.5&quot; Gulf Snap 24ga. 16&quot; Wide Roof 04/122024 Yes Yes N/A +N/A/ Panel over 15/32&qud; Plywood -116,OPSF 7 1.5&qud; 249a. Versa Loc 1.5&qud; VerseLoc min 24ga. 16&quot; wide Roof 04/122024 Yes Yes N/A +N/A/ Panel over 15/32&quot; Plywood -123,5PSF 8 2&quota 24ga. MegaLoc Min 24 Ga. 2&quot; Megal 18&qud; wide Roof 04/122024 No Yes N/A +N/A/ Panel over 15/32&quot; Plywood -108.5PSF 9 24 Ga. Gulf Lok Min 24 Ga. Gulf Lok 16&quot; Wide over 15/32&quot; 04/122024 No Yes N/A +N/At-96.7PSF Plywood 10 24 Ga. Gulf Seam Min 24 Ga. Gulf Seam 16&quot; Wide Roof Panel 04/122024 No Yes N/A +N/A/-93.5PSF over 10 Wood Pudins over 15/32&qud; Plywood 11 24 Ga. Gulf Seam Min 24 Ga. Gulf Seem, 1 3/4&qud; Snap Lock, 04/122024 No Yes N/A +WA/ 18&qud; Wide Roof Panel over 15/32&quot; Plywood -108.5PSF 12 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Rod Panel over 15/32&qud; 04/122024 Yes Yes N/A +NIA/ Plywood -156.5PSF 13 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp over 15/32&quot; Plywood 04/122024 No Yes N/A +N/A/-131.PSF 14 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Rod Panel over 1x4 Wood 04/122024 No Yes N/A +N/A/ Purlins over 15/32&quol; Plywood -156.5PSF 15 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&quota Wide Roof Panel over 04/122024 Yes Yes NIA +N/A/ 15/32&quot; Plywood Al 16 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&quota Wide Rod Panel over 04/122024 No Yes N/A +NIA/-63.5PSF 15/32&quot; Plywood 17 26 Ga. GUIfPBR Min 26 Ga. Gulf PBR Roof Panel over 15/32&qud; 04/122024 No Yes N/A +N/A/ Plywood -154.7PSF Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paget of 328/2018 Quality Assurance Approved for Use Approved or Use r df act Impact �_ r Design Sao # Product Model, Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 18 26 Ga. GUIfPBR Min 26 Ga. GulfPBR Rod Panel over 1x4 Wood O4/122024 Yes Yes N/A +N/A/ Purlins over 15/32&quot; Plywood -1517PSF 19 26 Ga. GulfPBR Min 26 Ga. GuIfPBR over 15/32&quot; Plywood 04/122024 Yes Yes N/A +N/A/ -154.7PSF 20 26 Ga. GulfPBR Min 26 Ga. GulfPBR over 1x4 Wood Pudins over 04/122024 No Yes N/A +N/A/ 15/32&quot; Plywood -151.7PSF 21 26 Ga. Gulfl Min 26 Ga, Gulfft over 1x4 Wood Purlins over 04/122024 No Yes N/A +N/A/ 15/32&quot; Plywood -164.2PSF 22 26 Ga. GulfRib Min 26 Ga. GulfRib over 15/32&qud; Plywood 04/12/2024 No Yes N/A +N/A/ -159,2PSF 23 26 Ga. GulfRib Min 26 Ga. GuIfRlb over 15/32&qud; Plywood 04/122024 Yes Yes N/A +NIA/ -159.2PSF 24 26 Ga. GulfRib Min 26 Ga. GulfRlb over 1x4 Wood Purlins over 04/122024 Yes Yes N/A +N/A/ 15/32&quota Plywood Al 25 29 Ga. GulfRlb Min 29 Ga. GulfRlb over 1x4 Wood Purlins over 04/122024 No Yes N/A +N/A/ IM2&quot Plywood -123.5PSF 26 29 Ga. GulfRib Min 29 Ga. Gull over 15/32&qud; Plywood 04/122024 No Yes N/A +N/A/ -146.OPSF 27 29 Ga. Gu lfRib Min 29 Ga. GulfRib over 1x4 Wood Purlins over 04/122024 No Yes N/A +NIA/ 7/16&quof; O.S.B. -101.OPSF 28 29 Ga. Gull Min 29 Ga. GulfRib over 7/16&quot; O.S.B. 04112/2024 No Yes N/A +N/A/ -116.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 Coe Entity or Date Date Date Pencil to jy,QQVersion Manufacturer contal Enolneer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2017 Smart Vent Products, Inc. Michael Graham Hermes F. Norero P.E. Locke Bowden P.E. 08/17/2018 08/l 72018 08232018 10/08/2018 Approved Category: Structural Components (877) 441-8368 PE-73778 (334) 300.1800 Subcategory: Products Introduced as a Result of info@smartvent.eom New Technology Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer - FL#5p-R7 Pfodutds Quality Assurance Approved for Use ADmoved for Usa Impact geslan Sep # Product Model. Number or Name Product Description Contract Expiration Date In HV jZ Outside HVHZ Resistant Pressure 1 SmartVent Model #1540-510 Dual Function Flood and Ventilation Vent 12/312020 Yes Yes N/A +1000100 2 SmartVent Model 41540-511 Dual Function Flood and Ventilation Vent 12/312020 Yes Yes N/A +100/-100 3 SmartVent Model #1540-520 Insulated Flood Vent 12/312020 Yes Yes NIA +100/-100 4 SmartVent Model #1540-521 Insulated Flood Vent 12/312020 Yes Yes NIA +1001-100 5 SmartVent Model #1540-524 16&qud; Garage Door Flood Vent 12/312020 Yes Yes N/A N/A 6 SmartVent Model 91540-570 Wood Wall Insulated Flood Vent 12/312020 Yes Yes N/A +100/-100 7 SmartVent Model #1540-574 14.5&qud; Garage Door Flood Vent 12/312020 Yes Yes N/A WA '"��YY"5 r �` Y�lf .:.. � a: .., . �75�,. .r'`P �MF� 3 � r .. �2, . ,: _ .x .. ..`� .,.r ... � 4n4%. 4 '�W.,q"'rA 1 .. �SLi.. '� i ✓ " / $ � _ ... P9ar.. __ .. ., •r-.. k �., . � -.._ �°' �, -, 1. !7 ✓u„, 12: f" h & }�.' `.,T^, ._ J-,.�.. ` o ,,,,. .e ,. .^'s+'+. ?P f ° ^`X _.^_ \ . '2'i'r Y _ a - .�` : , .- �. . . tsar .. .. .. a.. +Sri '.� +Y°]; !+fi / >Y 1 ����1 � l+ hEN% y -• _ , '. ,. W- �1- ' � ..� •r: .'.� .. ..: .... fir. :. '4 -- .r+` � "M'4 - 1.,,. ,�- A3 FL17244.1 ESR-3455 12/31/2020 A23 FL10446.2 ESR-2606 12/31/2020 HD210-2 FL17232.3 ESR-3445 12/3l/2020 HU210-2 FL10856.4 ESR-2549 12/31/2020 HD212-2 FL17232.3 ESR-3445 12131120_20 HU212-2 FL10856.4 ESR-2549 12/31/2020 _ HD216 FL17232.3 _ ESR-3445 12/31/2020 HU216 FL10856.5 ESR-2549 12/3V2_020 HD216-3 FL17232.3 ESR-3445 12/31/2020 HU216-3 FL10856.1 ESR-2549 12/31/2020 HD26 FL1723_2.2 ESR-3445 12/31/2020 HU26 FL10856.3 ESR 2549 12131/2020 _ HD28-2 _ ..._....___FL17232.3 - -- -- ESR-3445 --- __.-__._ _ -_ _....- _._._.-.. 12/31/2020 HU28-2 FL10856.4 ESR2549 _......_-__._ 12/31/2020 HD410 FL17232.4 ESR-3445 12/31/2020 HU410 FL10856.9 ESR-2549 12131/2020 HD412 FL17232.4 ESR-3445 12/31/2020 HU412 FL10856.9 ESR 2549 12/31/2020 HD610 HD0410 _.- ..., FL17232 4 _,...,...- FL17241 7 __-. ESR 3445 ,...._ . ESR-3444 12(31/2020 12/31/2020 HU610 HUCQ410 FL10856.10 FL11468.11 ESR-2549 SIM200804 12/31/2020 - - -- 12/31/2020 HGA10 FL17699.1 Evaluation Report 12/31/2020 HGA10KT FL11470.4 SIM200803 12/31/2020 HGAM10 _._...-HHCP2 FL17_699.1 FL17236.7 Evaluation Report u---ESR-3448 __-_._..-_... - 12/31/2020 ......... 12/31/2020 HGAM10KT HCP2 FL11470.4 FL10447.2 SIM200803 ESR-2551 12/31/2020 ....------..... 12/31/2020 HTA16 FL17680.4 Evaluation Report 12/31/2020 HETA16 FL11473.5 SIM200802 12/31/2020 HTA20-18 FL17680.4 Evaluation Report 12131/2020 HETA20 FL11473.5 SIM200802 12/31/2020 H7T16 FL17324.2_ Evaluation Report 1213112020 HTT16 FL11496.1 ES-0130 12/31/2020 _..... _ _ HTT45 _ FL17324.2 Evaluation Report 12(31/2020 HTT22 FL11496.1 ES-0130 12/3l/2020 HTW16 FL17244.8 ESR-3455 12/31/2020 HTS16 FL10456.22 ESR-2613 12/31/2020 - HTW20 _ HTW24 FL17244.8 - FL17244.8 _ ESR-3455 _ ESR-3455 12131/2020 _ _ 12/31/2020 HTS20 HTS24 FL10456.23 FL10456.24 ESR-2613 ESR2613 12/31/2020 _ 12/31/2020 HTW30 FL17244.8 - ESR 3455 1 0 12l3 /2 20 HTS30 56 FL104 .26 ESR-2613 12/31/2020 HTWM16 FL6223.2 Evaluation Report 12/31/2020 HTSM16 FL11473.11 SIM200802 12/31/2020 HTWM20 -HUGT2 FL6223.2 FL6223.3 Evaluation Report .......... ........_. - Evaluation Report 12/3l/2020_ 12/31/2020 HTSM20 HGT2 FL11473.11 FL10456.18 SIM200802 ESR-2613 12/31/2020 _... ---. 12/31/2020 HUGT3 FL6223.3 Evaluation Report 12/31/2020 HGT3 FL10456.19 ESR-2613 12/31/2020 HUS210 2 - __, - HUS212-2 - FL11232.6 FL17232.6 - ESR-3445 - ESR-3445 _._....__ 12/31/2020 12/31/2020 HUS210-2 HUS212-2 FL10856-R4 FL10856.11 ESR-2549 ESR2549 12/3l/2020 --....... 12/31/2020 HUS26 FL17232.6 ESR-3445 12(31/2020 HUS26 FL10856.11 ESR-2549 12/31/2020 HUS28 FL17232.6 ESR-3445 12/31/2020 HUS28 FL10856.11 ESR-2549 T 31/ 0020 HUS28-2 FL17232.6 ESR-3445 12/31/2020 HUS28-2 FL10856.11 ESR2549 12/31/2020 .... JL24 _....._.._.__.....-.-_...-----.... FL17232.7 -..._._............................. ---- ESR-3445 12/31/2020 W24 FL10655.103 ESR-2549 -_ 12(31/2020 JL26 FL17232.7 ESR-3445 12/31/2020 W26 FL10655.104 ESR-2549 12/31/2020 JUS210-2 -...............JU524 FL17232-11 -FL17232.10 -- ESR-3445 ._......_..-_..................._--..__..._..........._.._........--' ' - -- - - ESR-3445 12/31/2020 12131/2020 LUS210-2 LU524 FL10655.107 FL10655.109 ESR-2549 ESR-2549 12/31/2020 _._.. - ... - 12/31/2020 JUS26 FL17232.11 ESR-3445 12/31/2020 LUS26 FL10655.111 ESR-2549 12/31/2020 JUS26-2 FL1723211 ESR-3445 12/31/2020 LUS26-2 FL10655.112 ESR 2549 12131/2020 JU528 __ JUS46 FL1723211 _ __ FL17232.11 - _ _ ESR 3445 ESR-3445 12131/2020 12/31/2020 LUS28 LUS46 FL10655.113 FL10655.118 ESR-2549 ESR-2549 12131/2020 12131/2020 KLEG3 FD7241.15 ESR-3444 12/31/2020 LEGS FL10667.71 ESR2615 1231/2020 K_ST26_0 _ LSTA12 FL17244.15 FL17244.18 - - - ESR-3455 - --ESR-3455 -._ 12(3_1/2020 12/31/2020 MST60 LSTA12 FL10852.7 FL10852.4 ESR-2105 ESR-2105 12/31/2020 -_.._ 12131/2020 LSTA15 FL17244.18 ESR-3455 12131/2020 LSTA15 FL10852.4 ESR2105 12/31/2020 LSTA18 FL17244.18 ESR-3455 12/3122020 LSTA18 FL10852.4 ESR2105 12/31/2020 LSTA24 LSTA30 FL17244.18 FL17244.18 ESR-3455 ESR- 3455 12/31/2020 12/31/2020 LSTA24 LSTA30 FL10852.4 FL10852.4 ESR-2105 ESR-2105 12/31/2020 12/31/2020 LSTA36 FL17244.18 ESR-3455 12/31/2020 LSTA36 FL10852.5 ESR2105 12/31/2020 LT_S19 -- LTS20B FL17219.2 -FL17219.2 _ _._...--.._..-_-._...- ER-0200 ER-0200 12/31/2020 1?J31/2020 LTT19 LTT2013 FL11496.3 FL11496.3 ER-130 ER-130 12/31/2020 ..... _........ 12131/2020 LTT131 FL17219.2 ER-0200 12/31/2020 LTT131 FL11496.3 ER-130 12/'31/2020 LTW12 WGT2 MP3 _..........._...._ FL17244.8 FL17240.2 FL17244,22 -- - ESR-3455 ESR-3447 _.__ _..__ ...__ .. ESR-3455 _-_-- 12/3l/2020 12/31/2020 12/3112020 LTS12 LGT2 LS30 FL10456.29 FL11470.7 FL10446.15 ESR-2613 SIM200803 ESR-2606 12/31/2020 12/31/2020 12/31/2020 MP34 FL17244.23 ESR-3455 12/3112020 A34 FL10446.3 ESR-2606 12/31/2020 MP4F FL17244.24 ESR-3455 12/31/2020 LTP4 FL10446.19 ESR-2606 12/31/2020 _.__.......M.PS_.-..................._. .... .........._..._...._.........._.... _ ._._.._..--- FL17244.22 -- __......._._...........---.............---------......---.......-_...-.. - ESR-3455 ------- 12/31l2020 LS50 FL10446.16 ESR-2606 12131/2020 MPH3516 FL17240.3 ESR-3447 12/3l/2020 WMl416 FL10667.86 ESR-2615 12/31/2020 MSTA12 FL17244.18 ESR-3455 12(31/2020 MSTA12 FL108528 ESR2105 /2/31/2020 - MSTA15 MSTA18 ------- - -- - -- - - ._.., FL17244.18 FL17244.18 -- - - - -- ---._....... ------.._._._.._.._..-- ----- ESR-3455 - -- - ESR-3455 _.._.___- __ _._.__ -- - - 12131/2020 12/3l/2020 MSTA15 MSTA18 FL10852.8 FL10852.9 ESR-2105 ESR-2105 12/31/2020 ----- 12/31/2020 MSTA24 FL17244,18 ESR-3455 12/31/2020 MSTA24 FL10852.9 ESR-2105 12/31/2020 MSTA36 FL1724418 ESR-3455 12/31/2020 MSTA36 FL10852.9 ESR-2105 12/31/2020 MSTC40 _. __...--..... -- FL17244.26 - -..--- - _- _--....... ESR-3455 __i 13_ 12020 MSTC40 FL10852.11 ESR-2105 12/31/2020 MSTC52 FL17244.26 ESR-3455 12/31/2020 MSTC52 FL10852.11 ESR-2105 12/31/2020 MTW12 .. .........:. ... .- MTW16 ..... .................__-_...................._...._.--._...._.._. MTW18 FL17244.8 ......_... - ..... ,...., -,-.-_.. .......... FL17244.8 _....................-_............._............._..__._.........-_..._...-_.......--__ FL17244.8 ESR-3455 ..__....... .. ........_..-....._�_. .,....._._-,. ...._.... ESR-3455 _._.__._......-..__.-..___..._-_..._......-:__..____._..._..-.......................-........._...........--._'-__.- ._......._..._....._.....__.__- ESR-3455 12/3/12020 ..--:-_.... ......._ 12131/2020 12131/2020 MTS12 MTS16 MTS18 FL10456.33 FL10456.34 FL10456.35 ESR-2613 ESR-2613 ESR2613 12/31/2020 12131/2020 -_...-_._......_._......._.. 12/31/2020 MTW20 FL17244.8 ESR-3455 1221120201 MTS20 FL10456.36 ESR-2613 12/31/2020 MUGT15 .... NFM35X12 FL17240.5 ..................___..__-.-..._.._.-_._.._____..._____._-...._ FL578.2 ESR-3447 .--..-__...-__.._.__.._._._......._.-___-._.__..___...._--...__...._...-._.__.- Evaluation Report 12131/2020 --...._._.-..-_-...__. 12/31/2020 MGT MBHA3.56/11.25 FL11470.9 FL13904.6 SIM200803 ESR-2616 12/31/2020 12(31/2020 NFM35X16U FL578.3 Evaluation Report 12/31/2020 MBHA3.56/16 FL13904.6 ESR-2616 12/31/2020 PAU44 F_L172_39.13_ ES_R_-34_49_ 1213112_020 HDU2-SDS2.5 FL10441.4 ESR-2330 12/3l/2020 PAU66 FL17239.13 ESR-3449 12/31/2020 GLTV3.516 FL10667.8 ESR-2615 12/3l/2020 PHD2A FL17219.3 ER-0200 12131/2020 FGTR FL11473.2 SIM200802 12131/2020 PHXU3516 FL17241.20 ESR-3444 12/31/2020 CS16 FL10852.1 ESR-2105 12/31/2020 RFUS .RS150 FL6223.5 FL17244.27 _-_._ Evaluation Report - ESR-3455 12/3112020 12/31/2020 H1 H10 FL10456.5 FL10456.6 ESR-2613 ESR-2613 12/31/2020 12I31/2020 RT15 FL17236.3 ESR-3448 12/31/2020 H10-2 FL10456.7 ESR-2613 12/31/2020 RT16-2 RT16A FL17236.2 FL17236.2__ ESR-3448 _..._ -. ESR-344$ 12/31/2020 12/31/2020 H10A H3 FL10456.6 FL10456.13 ESR-2613 ESR-2613 12/31/2020 _ ,..-.....- 12/31/2020 RT3A FL17236.3 ESR-3448 12/31/2020 H4 FL10456.14 ESR-2613 12/3l/2020 RT4 FL17236.3 ESR-3448 12/31/2020 H5 FL10456.15 ESR-2613 12/31/2020 RT5 ES_R-3448 12/31/2020 H2.5 FL10456.11 ESR-2613 12/31/2020 --RT7--- _FL17236.3_ - FL17236.3 - ---- - ESR-3448 -- --- 12/31/2-020 H2.5A FL10456.12 ESR-2613 12/31/2020 R17A FL17236,3 ESR-3448 12/3112020 H8 FL11470.3 SIM200803 12/31/2020 RTBA_ FL17236_.3_ ESR-3448 12/31/2020 SP1 FL10456.41 ESR-2613 12/31/2020 - - - SPT22 - - - FL17244.30_--- -- - ESR-3455 - -- - 12/31/2020 SP2 FL10456.42 ESR-2613 12/31/2020 SPT24 FL17244.31 ESR-3455 12/31/2020 SP4 FL10456.43 ESR-2613 i?i31/2020 SPT4 FL17244.32 ESR-3455 12/31/2020 SP6 FL10456.44 ESR-2613 12/31/2020 SPT6 SPT8 FL17244.32 FL17244.32_ ESR-3455 _..._.._....__...__.ESR3455 12/31/2020 12/3112020 SP8 SPH4 FL10456.45 FL10456.46 ESR-2613 ESR2613 12/31/2020 12/31/2020 SPTH4 FL17244.32 ESR-3455 12/31/2020 SPH6 FL10456.47 ESR-2613 12/31/2020 SPTH6 SPTH8 F i724432 FL17244.32 ES 3455 ESR 3455 12131/2020 12/31/2020 SPH8 U24 FL10456.48 FL10655.141 E5 -2613 ESR-2549 12/31/2020 12131/2020' SUH24 FL17232.13 ESR-3445 12/31/2020 HHUS282 FL10655.3 ESR-2549 12/31/2020 THD28 FL17232.16 ESR-3445 12/31/2020 HHUS410 FL10655.4 ESR-2549 12/31/2020 THD28-2 FL17232.16 ESR-3445 12/31/2020 HGUS5.25/12 FL11468.11 SIM200804 12/31/2020 . .. _..................THD410 -- -- FL17232.16 -- --_-_-ESR-3445 -�---- - _ 12/31/2020 HGUS414 FL11468.10 SIM200804 12/31/2020 THD412 FL17232.16 ESR-3445 12/31/2020 HDQ8-SDS3 FL10441.1 ESR-2330 12/31/2020 THD612 FL1_7232.16 12/31/2020 MSTAM24 FL11473.19 SIM200802 12/31/2020 THDH414 _ FL17232.17 _ESR-3445 ESR-3445 12(31/2020 MSTAM36 FL11473.19 SIM200802 12/31/2020 UGTS3F FL2033,1 Ewluation Report 1213112020 MSTCM40 FL11473.19 SIM200802 12/31/2020 UPHD8 FL17219.5 ER 0200 12/31/2020 HHETA20 FL11473.9 SIM200802 12131/2020 - ........... "'.__.-____. - - - _,. .... ... ...... ...,..,.. ........... - .-,_....._ _ ...._...__. ... ............ .,.. _...-.... _._. ..._........... - LGT3-SDS2.5 LGUM26-2 FL11470.7 FL11473.12 SIM200803 SIM200802 12(31/2020 12/31/2020 May 27, 2020 PRODUCT APPROVAL SPECIFICATION HEET Zo1B As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Cate o /Subcate ory Manufacturer Product Description Approval Numbers Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON-IM PACT) FL20461.1 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf 12/31/2021 Therml Firber-Classic and Smooth -Star (NON4MPACT) FL20461.14 +67.0/-67.0 psf 12/31/2021 ThermaTru Classic -Crag and Benchmark FL15225-1 + 67.01�7.0 f ps 1 2/31/2021 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf 12/31/2021 ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2020 PGT Series 5570 FL251.10 4/14/2021 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf 5/21/2028 Clopay Building Products Residential Windi Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf 5/21/2028 Clopay Building Products Residential Winch Doors W6 (8X7) FL15279.85 +38.01-42.0 psf 5/21/2028 Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279-102 37.0/-41.0 psf 5l21/2028 D. METAL LOUVERED DRS Curries Division ofAADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0l-55.0 psf 10/8/2023 PGT Series 5500 FL239.7 7/30/2020 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/40.0 psf 4/3/2023 PGT Series 5520 FL243 4/30/2020 D. MULLION MI Windows and Doors Series 5764 FL15353.2 WA 12/3l/2020 PGT Series 5500 FL261.1 N/A 5/26/2021 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2020 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf 12/31/2020 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2020 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A 7/10/2021 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2020 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2020 F. METAL ROOF GulfCoast Supply& Manufacturing, LL 0.032" Aluminum GulfLok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 WA 12/31/2020 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2020 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS _ USP Structural Conn. see chart Simpson Strc lg-Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2020 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 1/1/2023 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 3/31/2021 D. MATERIAL Cast-Crete e 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 following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE N N .� ^\ -Cu > o .�. U W L L � .� U CD a)=3 Co -co cn O 00 O O C6 LL p > .� Cn -0 E O CU W Q <t L� Q Z Z W J SHEET NO. PA 1.0 a--e N Florida Department of Business & Professional Regulation pegs1 ors Florida Department of Business & Professional Regulation Page 3of8 Building Codes and Standards 12n2f2018 Building Codes and Standards 12/122018 Florida Department Business &Professional Regulation Florida Department Of B11s111a88 &Professional Regulation �e Q� (� of Pape 1 a 1 Page 1 1 � Product Approval Application Detail Product Approval Application Detail Building Codes and Standards 152p+e Building Codes and Standards iR 2e+a 0 Product Approval Appkadon Detall Product Approval Application Detail Q Entity Date Pendlna C:) O .Qk im Vvmlon Manutecturer or Comact Enainaer&Llaenae Validated By 291 21k Validated Submitted FBC Aosroval PJL£ Aooroved Shuts Q9A Entity or gall. GA4- D,ts Pendlna gate, FLMO214PA F W ^ Co 1••` Revision 2017 Therma-Tru Owporaion Rick Wright Lyndon F. Schmidt P.E. Ryan J. King, P.E. 1G/152017 07/122017 10/162017 12/122017 Approved Iva= Revision Yanlon Manufacturer 2017 Theme-Tni Corporation Collect E alnser&Lleense Valltlated By Rlck Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. validates Sued FBC Aooroval 12/132017 12/13/2017 12212017 Aoar_o-al 02/132018 Star,, Approved 226 �-W 10 Ill.. D Gek � aadlb x 10 20 Cases Penland 20 � .a.�a •v, Category: E)derlor Doors (419)298-1740 PE-43409 (613)767-6555 caee9ory: Factor Doors (41sJ 290-iJ4o PE-43409 (813)767-6655 � Venal- 998=V'�91 � � BM � liflamilsom � � sm T�1 U ,j..j .}.d Subcategory: SWngIng Exterior Door Assemblies tickwCrwbidgoonsuitmts. Co. subcategory: Swaging Exterior Door Assemblies riekwowbagwnsuaards. Revision 2D17 TMmp-Tru Corporation Rick Wright National Accreditation Ryan J. Kkq, P.E. 12MM17 0921=7 122212017 Approved Revision 2011 Tbemm-Tru Corporation Ride Wright National Aaredtlatlon8 Ryan J. long, P.E. 12202017 OW21=17 12222g17 Approved ICU� Campeance Method: Evaluation Report from a Compliance Method: Evaluation Report from a own Cabry: goErbil. Doom (419)298.1740 Management haMute (813)767-UN Category: E:dador Doom (419)29&1740 Managements Institute (813)7674065 /1�^�+ y� Floride Registered Archlted or a Licensed Florida Protasslonal Engineer Florida Registered Architect or a Licensed Florida SubColaiii S ingklg Exterior DoorAwembiles MatwerwbMgconsultante. Ss"aapory: Swinging Exterior Door Assemblies dolveQnebidgwnaultama. W U Professional Engineer Comlifiess r MCB+od: collocation Mark or Lleting own CorrplMw Method: CertBlostlan Mark or Lams wm1 • la. O W Q mVA a ri, Aooroved for Use Aooro-ol N, Use [,,,,t It, this Sage Product Modal.Numbar or Name Product Daecdatlon Contact Expiration Date HVHZ Outside HVHZ Rselatant jigg)gn Pnesure Quality Assurance Aaor—cifor Use Aoomvadfor Use Imoact Design A0 IsluO ) 91tIhLAWOBfd A rSha A,,r,,d know ILMag 0 In Seise Product Model. Number or Name Product Dsaerlotlen Contract Expiration Date In HVHZ Ouhlde HVHZ Resistant Pressure Eeai p In HVHZ guladde D(fli RtlLLat EMWIt frgt Product MedaL Nu barar Name PJ�test-Qusdnslea S�Ed�.gl0! In HVHZ �� ) :future O LL 1 a. The—Tru Fber-Clasele arM Smooth-Slar Nominal 6&139;0 &quoI;Nw,Impad&quot: Opaque 12/312020 Composite Edge Fiberglass Single Door No Yes No WA 1 a. Therma-Tru Fiber -Classic and Smooth -Star Nornlnal 6&*39;8 &quotNon-Impacl&quot; Opaque 12131/2021 No Yes No WA i a. &quotClaambCrmR6quat; and BquobaencMurlt by Sa and 5N Opaque and Glazed Flberghm Doan adh 12/312021 No Yes No WA 5 e. &quotSmoothSMrilquoK and &quN;aenchmadc by 618 and SM Opaque and Glazed Flbeglaa Door with 12/312021 No Yee No WA O . J ICU ICU (Inming/Outsviing; X configuration) Cobposga Edge Fiberglass Single Door Thelma-TN&quok and without SklWtes- iruwkq act outsellingoutsellingThelma-Tru&quoC and without SkNIM. mewing and OuNwhp /�� y— 6 f. Thero-7ru Fber-classic and Smooth -star Nominal is EC Opaque 12@12020 Na Yes WA Wa (Inveing/Ous g; X cadiguratlon) ♦' n^ V V) E O FIquoNorvlopad&eNo; Composite Edge Fitegless Slrgle Daw 6 f. Thera-Tru Fber-Classic and Smooth -Star Nominal UA*9;0 &quot34orHmpad&quot; Opaque 12/312021 No Yes No WA lie Composite Edge Fiberglass Single Door L (Insw+ng/Oldswlrg; % twfiguraon) (Ioming/0u configurdon) N L � O /1 �•i 9 I. 7aenna-Tru Fber-Clessie and Smooth -Star Nominal 6&#39;8 &quNNon-Impact&snot; Glazed 12/312A20 No Yes No WA 9 i. TheraTru Fber-Classic and Smooth -Star Nominal 6&p39 f+&quNNorelmped&goof; Glared 12/312021 No Yes No WA Composite Edge Fbegass Single Door % Composite Edge Fiberglass Single Door (Inswing/Oulsvdrg; cormfiguretion) 0newing10utsvdng;X configuration) U)Composite 74 In. ThermaTru Fiber-CWsslc and Smooth -Stec Nominal Bddt39;0 &quotNoRlmpact&toot Glazed 12/312020 No Yes No WA 14 ;. arc o es rt. pro-m er- Isla m a omma quart -mpg qu Edge Fiberglass Single Door Composite Edge Fiberglass Single Dow (Inawing/Oulswing: X zorfiguretlon) (InvAngl oulTmnJ: X con8gumbon) it Florida Department of Business & Professional Regulation Page 2 0+2 Florida Department of Business & Professional Regulation Pap 1 of I Florida Department of Business & Professional Regulation page 1 a I Florida Department of Business & Professional Regulation Page 1011 Building Codes and Standards Ir2o2020 Building Codes and Standards t/sMia Building Codes and Standards t/srm+a Building Codes and Standards + +t Product Approval Application Detail Product Approval Application Detail Product Approval Application Detall Product Approval Application Detail FL1NS&'12-R5 Praduds: - Quality Assurance Aooroved for Use aigM2 edfor Use Impact Deal 1 & ardi ar no 20 0,a P,,dk- 20 22111111 aft ar go Rik m 21k FL/2674t2e. 22111 L* Dift Pescara 20 Sea# W Name Product Model. NumbeALUMINUM Contract 1311202 on Data In HVHZ Outside iNHZ Reel Pressure mm View. � $fir Lasv VYldaaad By ji �,�( d� $m Iyg � ( )•iOpIBML, M Validated av l �.a $IegM 1 SERIES 420 ALUMINUM SGD SERIESduct 420 ALUMINUM SERIES 420 ALUMINUM SGD OXO 12/312020 NON -REINFORCED 145.IES No Yes No o NIA R-islon 2017 Copy BWtlkg Products Company Mark WestMild Imerbk Teatkg Services NA, Gary Phahler 11292017 08/102017 12/052017 Approved Revision 2017 Clapay Bueskg Products Cooupany Nark Waster8eld Imertek Tasting Services NA, Gary Pluehlef 1120=17 08/102017 12MSM17 Approved Revision 2017 POT IndueMa Dean Rua* MIam4Dada BCCo-DER Mlemi-Dale SOOD • VAL 12202017 112&2017 12252017 Approved 2 SERIES 420 ALUMINUM SGD 420ALU.iNLI SERIES 420 ALUMINUM SGD OX, XO, XX 12/312020 Na Yas No N!A GategorY: Ederbr Doom (513)77641082 Inc. (613)61941688 Cahgory:Ededor f0ooa (513)77041062 Inc. (b13)5194{8B8 Caagay:E#abrDwm (&H)4B8-01g0 (786)316.2590 %8qud;x808quot;NON-REINFORCED Subcategory: Sectional Exholor Dow Asserrbees neaetledaldedapy.aam &aloCate": Sectional Exterior Door AeeerMla naseNerkidadopry.eMn Subcategory: Shake Exterior Door AsemMfas druierk�iogeMduWisawm 3 SERIES 420 ALUMINU M SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 12/312020 No Yes No WA compliance hoed: certification Mark or Lasting Coapllaaice116 ad: certification Mark or Latlng Coupeannw Maaad CedBkadon Mark or lusting 145-3/4&qud;X96&qud; 4 SERIES 420 ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX, 12nl2D20 No Yes No NIA FLO2814t2e products; XO. XX 96&quotix96&quol; gAdkhtavmm Antravad for Um A-remed for U, IMUd 21" tam glows Qualfto AsissionerectsAnpaeadbrNn 5 SER[ES 420ALUMINUMSGD REINFORCED SERIES 420ALUMINUM SGD REINFORCED XXX 12/312020 No Yes No N/A ant PreduetM*deLloristrorName i InH1Ql2 R� Ems aaat P In,NvHZ G>uWeHYtli R*kftd is" ProdrralaetleLNraaberarName p In.HIA2 ogee I l� 143&qud;x9s&qu d; 37 037 Vv&09 PAN-2F161; 84A, 94, 73, 76, 1600, 1So. 76, 76V, 4RST, 4RSF, BRST, 6RSF, 2RST, 48, 42, 55, 48B, Steal Pan (min. 25 ga.) Single -Car (up M 170' wits) DYJ1=8 WINDCOOEW 74; W5 Garage Odor No Yes No +30 PSFba2 PSF 63 053 is PAN-2F1 W. 84A, 94, 73, 75, 16M. 190, 4RST, 4RSF, SRSr, SW. 48. 42, 55. 486. 42B, WS, Gods, Steel Pan (min. 25 ga.) Double -Car (97 to liff 05212028 wide) WNDCODE8.a174; WS Garage Dow No Y" No +30 PSF/J0 PSF 10 SGD.5670 (Loge Missile Impsd) WM Setting Glass Dow ON 4=1 Yes Yes You WA 4211, 55S. Go% GOSSV, GRSS, GR5SV, AR58, ARM, 0063V, GM. GRSSV, AR6S, ARSSV, EDSS, ED5SV EDbS, EDSSV Florida Department of Business & Professional Regulation Page 1 at Florida Department of Business & Professional Regulation Pape 2 af3 Florida Department of Business & Professional Regulation page i of i Florida Department of Business & Professional Regulation pap I of 1 Building Codes and Standards vs tole Building Codes and Standards 120/2020 Building Codes and Standards Idled+a Building Codes and Standards Own Product Approval Applcadon Detail Product Approval Application Detail Product Approval Application Detall Product Approval Application Detail FLM15774T7 '«jrLs17489-R6 Prodltds . PLN5271-N5 SaOt FatlhLas Ilrsl lisp gW.GD�a � Gstle 1� Ili g L 1� � t0 la Dab Presents 20 AporoveC for use r d ter Impact tleslan Sec k Product Model. Numbw or Name Product Description Commit Date In HVHZ Outside HVHZ Resistant Pressure �tpt ilk VYldaed 1LIIIt4tt4d Awmdm 19 AggmlaC AMR 2 185 SH 52x72 Fin/Flan➢e Frame IGISG Single Hung 10f082023 No Yes No -60/-60 1111! V d- Yemd�[ mdwmkd& Y>d� Ai1NINg Focc6�mrN AoguYW Slat lYge Y!nloD 1ttlrsdWl®L � E YNI t Ynitltd Nih� FBQ Approval EgolgYge Sfagt Revlelon 2017 CURRIES Division a AADG, Inc Dedle Dave 11L LLD Ted Beman, PE 11MOrA17 10128rt017 12105M17 Approved Laminated Glass Revision 2017 Coopy Building Products company Mad: Westerfield Intenek Taring Services NA, Gary Pfuthar 112912017 081102017 1210512017 Approved Rsvtslon 2017 Copy Building Produce Company Mark Weatedbld Internal; TeNrg Services NA, Gary PfwhNr 11292017 0SM02017 IIIMO17 Approved Ceagay: Exterior Doors (641) 494.2844 (305) 8SO4707 Casgoay: Ededer Doors (513) 77041082 Irmo (513) 519.5568 Csbga y: Exterior Down (513) 770.6062 Inc. (513) 5194M Subcategory: Exterior Dow Components dava,dedloilitessaabby.w Exlwlor BubCabgary: Shock mwestetfled®ooPy.wm +a++� M .00m (:ppplWwa Method: CeAlscedon Mark or Ledng m C Mask arerrbla eompirap. Method: CertMnlbn Mark W Listlnp M� �al �e� FLNII9374U Pwerw. PLA4627940 Produces Elan GJddaLArhogrs A®GHVHZlhe Agin 1, HVHZ glleWe.H1Qi2 Imh BtlLLrs Gldaa 1�e11R Erg.! Protium Medal xanbvWxama PmOd.Qu9tlgtlaa Aogt1.HYMved *a La AoutsideHVHZ 15H1tiLi outside HVHZ f odidet gain EI>Lturs Lu.! Proeuat Medal Naanlrrer Name 9udeGAuh� p,g Ao�HVHZAd AoxmldleW R In HVHZ G11WtlalORli how adde Btl(tltrs ➢slag Pueeln 1 SN. 707. 727. 747, and 847 Staple and Pala of Dooa Flush. Gassed, and Louvered single and pairs of IV31/2025 Yes Yea year WA 85 085 W5•09 PA4.2F153: 73, 75, 84A, 94, 42, 48, 428, 48S, Steel Pan (min. 25 ga.) S"WCar (p a 9V wide) 05212028 No Yes No +38 PSFI.42 102 102 W&18 PAN•2F1S3; 73, 75' 84A, 94,42 46, 42B, 458, Sash Pan (min. 25 ga.) Double -Car (0`2' hD 167 0521=8 No Yea No +37 PSF/-41 hollow MOW doom. 4RST, ORST, Ocilla, GRSS, AR5S, ED5S WNIDCODE&s174; We Garage Door PSF 4RST, 6RST, GD5S, GM, ARSS, EMSwide) W NDCODE&a174; WS Garage Dow PSF Florida Department of Business & Professional Regulation Paae2 aft Florida Department of Business & Professional Regulation Free 2 a2 Florida Department of Professional Regulation Pap 1 a+ Florida Department of Business & Professional Regulation Page 1 a2 O Building Codes and Standards 120202D BuildingCodes and Standards 5272020 Codes a d Building Codex and Standards vlll2am Building Codes and Standards 12w2020 Product Approval Application Detail Product Approval Application Detail Product Approval AppGcatlon Detall Product Approval Application Detail N Cotle. Emlty w git4 g>6e Date Ponarw L>?3L SY➢e Code Version Manufacturer EmNv w contact Enolnesr &Cleanse Validated By Date Data Owe Fontana }(gggeleQ FBC Aooroval Date Aggl'9ylg $tffiYS Ggsle Bob g!k ! mite peedlpp GlL � Quality Assurance Approved for Use Anwaved for Use Imglgt Deslgg Vets TV0e Version n Manufacturer contact act Enwnew & License Validated By Validated FBC Approval Approved Y�� j�gggg ValeYhd Be al � Seo # Product Model Number re We,, Product mated ion Contract pn Date in HVHZ Outside HVHZ Resistant Pressure Revs Revisiw 2077 MI Wndaes and Doers &ant American ArohiteaWai Steven PE OW412 19 OBA142018 0&042079 OBPo72019 Approved Approved Revision 2017 PGT Industries Jens Rosowskl Miami -Dade BCCO-CER Miami -Dade 8CC0-VAL 0225/2020 07272020 0228/2020 Approved 1 6188 Fin and Fla aFame I61202 73x621nsui tad e s 0 162024 No Yes No 355- 30 7-Unch. Category: Windows (717)365-3300 Manuacturers Associative (717)377-8454 Category: WndowS (941 ) 486-0 100 (766)315-2590 RavNbn 2017 PGT Hdustrla Dan Roark MONrrI•Dada BCCO-CER MWmi•Dada eCCO-VAL 17/Jp2017 12Afl12017 1225I2017 Approved Subcategory: Fixed bsrflingwQmiwd.com SubcategoryFxed ance CompliMethod: Cwtlsoal on Mark or Listing lrosowskigpgtindust sa.. 0m Gibgoey: Windows subcategory: Single Hu (941)1w00 (786) 315-2590 dam PgWixetres.m Compliance Me hod: Certification Meek w Listing ..1 'Jst.1243.R22-PrddUda MaNach man Mork or Lletkrp Quality Assurance Aooroved for Us, Aooroved far Use Imoact gesian QuaIINAssurance ADoroved for4lse Aooroved for Use "pactt DeSlon FLA23MUS Product, — Saa # Product Model. Number or Name Product Description Comrect Exdrallon Date In HVHZ Outside HVHZ g-ggGjgM Pressure e el or Name Resist nt Pres Ara+rond for Use Approved for Uses eased j� 6 PW-5521) (Large Missile Impact) Unyl Faced Window^ 04/302025 Yes Yes Yes WA 1 185 PW 73 x 72 Insulated Glass 041032023 No Yes 140 +60l-60 7 SH-5500 (Large MUM lmpacq Mao VMA Sbiga Hung Wind— d— 07030/2020 In HVHZ OuusL.HVHZ Ya Ya Rudest Ya PJJUMdQ WA Florida Department of Business & Professional Regulation page I or, Florida Department of Business & Professional Regulation Page 1 a2 Florida Department of Bushess & Professional Regulation page i al Florida Department of Business & Professional Regulation Pap 1 of I O Building Codes and Standards 1152010 Building Codes and Standards IMW2020 Building Codes and Standards 11=18 Building Codes and Standards +/Mai$ W Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FL G.Q� E+nft a 20 20 V 20 "FUM515344 - Product -. - Quality Assuance I I n ADwoved fw use ADwoved for Use WIM 2WSlde_t=R Imoact Deal- � assets gel, 20 Date Pandim FSCApproval Do A C �QF go Ra F13C.Aggmrtl go� ^ v J IJfge YlOIOa Ravladon 2017 laetdMalu[ Thern e-Tru Corporation %nmeet $11.1hearesse Vald.teaa Rick Wright Lyndon F. SdmW, P.E. Ryan J. Kbg, P.E. YlWNW dahmma 10182017 10118=17 FRICAdomotal 10r=17 A 12112rM17 sLard Approved btu Vetlm Revbbn 2077 ltwWeoLMc iaDhFt EmLeeLa.LIILsu Yel�l.mr. Mee Mtam4Dedm B(:CO -CER Mle) BCCO-VAL Yeti1ltlMt awmmm f2/0W2077 1 V182017 12N9/J017 sla Approved 11012 VamLn Revision 2017 1NetILeOge Janes Halle Building Products, Inc. ia0[ea< Eaalouia.� YeIItlMeII@t PWgeha0- Zhu Ronald I. (�ewa John Soukhard,7.2526 P.E. 94&2927 PE-24121 387.2628 )WkWe AWHRM 08262017 08109@017 08282017 A,,,,yd +0H02017 stet Approved 2 5764 Vertical Aluminum Mullion 121312020 No Yes Yes NIA Category: Exterior Dews (419) 2WI740 PE-43409 (813) 787.8555 dubGWpwy: Swlepleg Exterior D—A—bees rltlnv®Pwbdgwnaulams. Category: 4Wrdowe c b. :Win Subcategory: Mutlions 4Ruark8" 31-12 (941) 48&0100 (788) 318.2690 dmarlt®ppdnduWWs.com Cnegoay: Panel Wale lubQaGegory: Sitars (909) (352) CwplWwa Mescal: Evaluadw Report from a oom compliance Ma0od: ce+UlraUaa Mark or LMing comptlanee Mesiodl Evaluation Report from a die.e4an Florida Registered Ardalad or a Llranaed FloMa Flodde Regletsred Architect or a Licensed Florida O Profs alonot EngWesr Fla2a4311 Pradrate Pnotaaional Engineer 0 FLAT1146,11118 Product. tea! 60a LtlYtli king Doom pressure Aga j Product YWYL Mraber W Name QLvft Asseeriancei Analysed her U" Approved In my li for Use O bd& VHZ Iluut Radars gem t 1 MuaoaIO AeDoomteedWindows Product Murloa yes, yea 11la! Proceed NkxbL Nesiber or Nam GJ� PJ»gtlMLg S Approved for Iles Ag�u.mLtLe iaNali oulaidtRHZ cheat HedWgt Gulag Paula! 1 a. 8.quot;FberClaaie&quot, &quokSMcb&S1arBquak• S&a39;e &.quothnpad&quot Gazed Fiberglass 12131=1 No Yee Ya WA 1 Oenlptnk Lap Siding rbw-cement lap siding 12J312020 Ya Yes WA WA &gwtcWnWmlt&qual; of &qud;ckmioCmft Single Door-(K) moving or (Nisei to Congguredon Rustic&quot; Search cilleft 'eall000doij }, O 0 V �- Florida Department of Business &Professional Regulation false I art Florida Department of BUs1M88 &Professional Regulation gape + W 1 Florida Department of Business & Professional Regulation Paq I of Florida Department of Business & Professional Regulation Papa 1 a+ Building Codes and Standards 115/20+8 Building Codes and Standards 'IMIa Building Codes and Standards 11=18 Building Codes and Standards 115=16 ' ^ Product Approval Application Detail Product Approval Application Detall Product Approval Application Detall Product Approval Application Detall ICU M W FL013=1:B4 l7rl72187�4 f9,l7Efi2�2 FllSC2t7:R2 Seetle I d.lat Qdg go Dap. pending G&L 221& Enft or gets Gag Dab Pending 21k RM Eotlhc ac go gas ads Panatela gilt GNOI EalleLlc gal Gil 20LBEGEN gffi Ifs varlln Mlmdlow cgWu! Eml� i LicensevNkf.tea ay Yi9(ilLa d1MM Mg EIRICAcientisall Ahdw*vod AM& LM Vendors Vaid&W Sudessibbil FWAeirced Aognne $Lilt LM YlnlgD Ytee v hated rA y EIIhmmd FIlC Aeaagai Aag—oG U" IYm Version MonLdstum Oaetitled EH4 Amntl AaamxlY ?FLYH � R.M. 2017 James Hordle BuBdk+g Product. trio. Pmpshang Zhu Ronald (.Olives John Sorxhr d, P.E. 0825=17 Oa10B2017 082SQM7 10MOO2017 Approved Revision 2017 Jams Hostile Buedbg Products, Irm laingshang Zhu Ronald I.Opawa John Soultudd, P.E. 0525=17 0510R41017 08/282017 101102017 Approved RevWon 2017 AWids Nick Thartpeon Lyndon F. Sdxnldl, P.E. Ryan J. Kkg, P.E. 10/042017 10/032017 tOF112017 12/122017 Approved Revision 2017 Alekle Nick Tharnpidn Lyndon F. Schnldl, P.E. Ryan J. King, P.E. 10/M2017 1GN=17 10/112017 12/122017 Approved Ctlegnry: Panty Wam (909) 349-2927 PE-2412i (352) 367.2528 yl Panty Walls (lag) 34i2927 PE-24121 (362) 357-2528 category: Panty NhM (330) 89 PE�34g9 (813) 767.6655 Pas Went Coup4a (330) 1 ) Subcategory: Siding from pkgeherg.zJmu®pmesar the.. Subcategory: g:xhu�ameahar Nosiest; Evaluation Report from a y: Soft ntilanpean@aMlde.aom psain rdWppy: Solllle Conpgana Melba: Evaluation Report from n ntllompeoru®ebkb.cwa Q CaplWeoe MNfaod: EvaMason Report a Florida Roglabi Architect w a Licensed Florida compliance MNlgd: Evaluation Report from a Florida R egletead Artltllect w ■ Licerued Flodde ddiise.com Florida Registered Architect W a Licensed! Farrel. a Florida w a Licensed Florida � Z Protasiamal Engineer ProaabnN Engbar PdhnbnalEngineer ProAeeNamil EAelpeOfAmAdect z Aooroved fw Un Approved fw Use WAD@dgugL agaeog ran Its A hail DOW AaaNaved far Use hisimmSLIKAR Fast gills AM ale Approved I, this kBRma gums Awl Et ed¢dn C..&.ftatokaumpm. ID NVNZ MOW, NVNZ Resistant p� $!a! an C nted- G Qtle In HVHZ Oublds HVHZ Reedlgt Pass— No Now Lim halilm Ghillie HVHZ RULLrs preu1n EMLI yromaaMeeal Naab.r nr Name M291 LWAM CuomoReWLrs YJeNtit Q 2 HadlePlamc Lap Siding fiber-comem lap skeng 12/312020 Yes Ya WA WA 2 HarSaWamt dap $kahg floor -stead Lop Siding 12/312020 Ya Ya WA WA 1 a. Squot2T&quot So* Vent SW VWYI So1M Izala= No Ya No WA 2 b. &quotAlnna T4&quot Son Wm or Sold Vinyl Sails 12/3120m No Ya No WA J SHEET NO. PA 1.1 t _I . ■I Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 3 of 3 IrM2020 coda Barry or D2fe 2(g Data Pendim Oil TTg Version Manufacturer Contact Brad ... r&License Validated By Validated Submitted FBC Am l Approved Status Revision 2017 GAF Michael Sleh RobertNleminen Jahn W. Knezevich, PE 12AIM19 12/11/2019 12/182019 ding FBC Appn Category: Roofing (&00) 7664411 PE-59166 (954) 772-6224 Subcategory: Asphalt Shingles matleh@gaf.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Flonda Professional Engineer `, JH OIZ4-R25'. Produpts DuNtiy Assurarge Approved for Use Approved for Use impact Design Sea # Product Model. Number or Name Product Dascdation Contract ExNratlon Oat a In HVHZ Outside HVHZ Resistant Pressure 1 GAF Asphalt Roof Shingles Fiberglass reinforced 3-tab, laminated, &tab and 12/162022 No Yes N/A N/A hipMdge asphalt shingles F1.e169184t2 Seats mm Version Marlfiagois Revision 2017 L.V. Thompson, Inc. ribs Thompson Ardi ectural Metele Company (TAMCO) Category: Roollng aubCaupoy: Roo" Accessories that are an th o" Pao of the Roolbp System Contravenes Metered: Evaluation Report from a Florida PAgeWrod ArcMOed or Licensed Florida Prolmlonal Engineer FLAIM94U Product. Ala EmAm l Rom kinbR pr Nsma 3 TAMCO Off4l Roof Vom with BefID Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Enft or Corded, lownEL&MUM Tony ChriWran Zachary R. priest (813) 248J458 PE-74021 lonY@govnemlroo6ng.com Product DOWADUM 26 a.. static red withal with Integrated bails Page l aft 116=18 21112 21M Dow PMUBM 21M Locke Bowdon 1WI 2017 101102017 10/1712017 12/122017 Approved (334)3OD-1800 ChiMaseAglmag Approved for lea Aowmp,for gm bmpgg Delon 080109,14M Yes YM WA WA Florida Department of Business & Professional Regulation Page I of 2 Building Codes and Standards lf2M020 Product Approval Application Detail E.gd.4 'jil of Entity or Date 2112 Date Pending 20 Type Vorao Manufacturer Contact Engineer & License Validated By Validated submitted FBC Approve! Approved status Revision 2017 Boral Roofing Anderson Robin IAPMO Uniform Evaluation Gary W. Walker 10/182017 10/062017 10212017 Approved Category: Roofing (801) 360-6091 Services LLC. (205) 854-0160 Subcategory: Roofing Tiles RobinAnda—rQbaal.co Compliance Method: Evaluatlon Report from a m FLAIFU :pff Products Product Evaluation Entity Quality Assurance Angroved for Use Approved for Use Impact Carl Sao # Product Modal. Number" Name Product Description Contract Expiration Data, In MVHZ Outside HVHZ eR listaM P- nssyp@ 16 saxonyquU Piate- mialto, CA N. Yes 17 Saxony 900-Country Slate, Hartford Slate, Shake, sets, Flat Profile - Stockton, CA IM1 QUO No Yes N/A N/A Split Old English Thatch 18 Sexony900- Country Slate, Shake&amp; slate Flat Profile - Henderson, NV 12/312020 No Yes N/A WA 19 S.xony 900 - Country Sate, Shake, Sale &amp; Split Flat Profile - Lake Wales, FL 121712020 No Yes N/A N/A Shake 20 Saxony 900- Shake &amp; Slate Flat Profile - Lathrop, CA 12/312020 No Yes N/A WA 27 28 Villa 900 Ville 900 Medurn Prollis - Demnir Mill Proflle - Lake Wales, FL 1?J31202O No Yes N/A N/A FL 9211111 Iltee V9Nm 1MollMsean[ Revision 2017 r11N Building CompoMMs Group Inc. Category: Structural Qomponllte Sul. Trues Ptebe ComptYnea Method: Evaluation Ration from a Product Evaluation Entity FL#19994t$ Products At" Product Mohi. Member or Nora 2 RW BCG/Apfce tinge Plate Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pass 1 of f 1mnols Enft or 21M 21h one Pndlno gate contest Etekeera License Vslkhd d0, Yadd" B16mMd FBC Amrmld AaW aed to& Stuart Levels ICC Evaluation Service, LLC Villam M. Rancho, PE 09/192017 09N72017 091212017 Approved (847) 918-0473 (407) 681-1017 Nmvbaegireraw.corn Quality Am� Ateroyed for Use Approved for Use la" Radon Contract .ExalrolMnJtas InHIBIZ Outside HVHZ aw"d P— Metat Connector Plate 120312022 Yn Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of I I 1202020 Code Entity or gate p�tg Dale Pending SWAIM Data Type vital. Manufacturer Contact Engineer & U,rah a Validated By Validated Submitted FBC Approval Auomved Status Revision 2017 TAMKO Building Products, Inc. Kill Edon Zachary R. Priest Lake Bowden P.E. 10/192017 10/05/2017 10202017 12M22017 Approved Category: Roofing (417) 624.6644 PE-74021 (334) 300-1800 Subcategory: Underlayments kerd edisnOtemko.com Compliance Method: Ewluallon Report from a. Florida Registered Architect or a Licensed Florida Professional Engineer kL.#12a2$.R6,Aedudd�01. QuatiN Aesrrance Approved for Use .. Approved for Use Impact Dad - goo # Product Model. Number or Name Product Description Contract Emlratlon Data In HVNZ l)utside NVHZ Resistam Pressure _ _6 _ No. 15 ILL Asphalt saturated manic felt 10/182021 Yes Yes NIA WA FL#16918R2 2911111. 101111 Verson Manukctu Revision 2017 LV. Thompson, ma dba Thompson Architectural Metals Company (Tmxq C•tte•ry: Rooft subcategory: Roofing Axawr es that oe an integral Pot of the Roofing System Compliance Method: Evaluation Report from a Florida Re9tebrod Arohltect or a Licensed Florida Professlonal Engineer FLSIM84t2 Produces Bea! Product MOM, flumber car ill- 4 TAMCO Road Top Olf4u ge Vent with Sol for Tie Florida Department of Buse)firss & Professional Regulation Building Codes and Standards Product Approval Application Detail armyar coodect Eflak La.Li— V Hod der Torry ChrNb. n Zachary R. Phat Lode Bowdon (813) 2483468 PE-74021 (334) 300-18DO toehy®gometatfoaMg.cem Pai I I I +ro2o+e 29t 21h Rated 209 Yatdeted EWmwd FSCAoomsi Aoorslad AMR 10/102017 11WOM17 1011TW17 12/122017 Approved Quality Anwoved AN Approved for Uri Imma Deeten ProduH InHVKZ Outside WAR ReWM@ PnaWn 26 ga. static roof ventilator with beet 0WOW2026 Yes Yn WA WA Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1202020 Product Approval Application Detail Cde EMIh or 292 gate Date Pending Data RPMVersion Manufacturer Contact Engineer & License Validated By Validated dated Submitted FBC Approval Approved Status Revision 2017 Global Protection Products, LLC. Tim Robinson Welter A. Tillit Jr., P.E. John W. Knezev+ch, PE 09/06/2017 08/b12017 09/112017 12/12/2017 Approved Category: Shutters. (954)689-7545 PE-44167 (954)772-6224 Subcategory: Storm Panels tlm.robinson@gpperd:dorn Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL'lH5nY6.R5Products Quality Assurmge Approved for Use Aooroved fa Use Impact sou # Product Model. Number or Name Product Description Contract Elrolratlan Date In 1fVHZ outside HVHZ Resist am Pressure 1 20 Gage Galvanized Seel Storm Pane15/HVHZ Corrugated Galvanized Steel Son Panels retained 121312020 Yes Yes Yes N/A a not by backs to orovide hurricane crdection. FLNINSM galls Iron Version Mmud ton Revision 2017 rot Building Componeats Group Imp. cstgory: Structural Components SuhCWgay: True Pattes Compliance Malhod: Evaluation Report from a Product Evolua8on Entity FLe19N4t$ Products Bona Product Model. Number or Nsma 3 that BCG/Agle Trull Florida Department of Business & Professional Regulation page I off Budding Codes and Standards , w2ofe Product Approval Application Detall Entity or )late Roe Date Parallel Rda contest Enamel a1Mema Validated By Validated BWmBMd FBC Approval Aaerslad two SWed Lewis ICC EvaWedon Service, LLC VAaam M. Rafhtert, PE 09/102017 09107/2017 ON1/2017 Approved (847) 9186473 (407) 681-1017 sbwM®alpirrheNw.exxn RJWIayAmuM Apergived for the Aporoved for Uss Imma QnIan Product Dnadoffm Contract EKoirMon Dab InHlQli Outelft lill allitifirs Pras— Mated Connector Plate 12012022 Yes Yes WA WA Fla1n74R2 2m erns Varstea Mamma Revision 2017 LV. Thompson, hx1, ha Thompson Ard4saWnl Motels Company (TAMCO) CabOory: Roofing SuhCsUOory: Painting Acceswrhro that are an Integral Pot of the Roofing System centripetal 11 11 : Evaluation Report from a Florida Rogishonall AmhMed or a Licensed Florida Professional Engineer FLMn18R2 Products AMA Product Mehl. Number or Nam 1 TAMCO Fiat Top 08-Ridge VamvrNh Baffle for Tk Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detalt Endly or Consist ErefloerALk— Tony Christmerh Zachary R. Priest (813) 24634M PE-74021 tonyCgonsitakoo8ng.com 26 ga. static roof venaata with be% Page 1N1 iffil 20 2ok Date3aod�s go Vail Yastldm AWME d FWAooroal Approved Awn Locke Bowdon 1011=017 10,111=7 10/1712017 121122017 Approved (334) 300-1800 mr�Aotersora AmrmmLfor Use Abel for Use kill= gggm S�netEE4kamIIde In HVHZ out" llRli pressure 0910gil Yea Yes WA WA Florida Department of Business & Professional Regulation was I of 1 Building Codes and Standards vm+a Product Approval Application Detail FLMSBOIRI 290 Small car oParaano go mm version ttem�6![ Contact CDaimclLkm avalidated av 1 Dab BWmIBd i@g.Aoorslal Agoroad Biala Revision 2017 Florida Metal Producer Inc, Oink Joiners Jame L Buckner, P.E.@ MiduN John Rsmor, 10/252017 1010512017 10272017 12/122011 Approved Category: Roo" (904) 783-UN Cal Engineering P-E. Bubcose": Roo" Aaoaaeatea that ans an dad4kflanrco.can PE41242 (56/) 414.7557 Integral Port of Me Roofing System CompNo Method: Evaluation Repedfrom ■ Florida Regieared ArcANed or a Licensed Florida Professional Engineer FL#216904U Products Quality Aso Abell for Use Am[cessif..to<L!n lmmat 42dm Baa! InNVNZ OutsideYtli lisaifignal P> 3 3 - FIAACO aquckRV 10 Ridge VenNquot Aluminum Ridge Vents for pkdhed rook fabricated 12131r1020 NO Yn No WA from 0.025" Aturtghwn Florida DepaMxnt of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of I tINI018 FLa16B784t2 sitar Entity or Rant 1110a Dab PWMPM 21ft LM Varsl4a tausltasWm Swat Erd—ca.Lk— Val.dd.ml Yaliddd alamWd F2S'tAo4[mul Approved Bobs Revision 2017 LV. Thompson, Ina. ha Thompson And*Actumi Tony Christman Zaohary R. Pdsst Lodre Bowden 10/102017 10/102017 10/172017 12/1212017 Approved Maws Company (TAMOO) (813) 2483458 PE-74021 (334) NO-1800 Category: Rooting tmyaoomefakooing.wm aubCabgoy: Roofing AexweprNs that are an kftral Part of the Roofing System Compliance Method:. Evaluation Report from a Florida Registered Architect or a Licensed Floods Professional Engineer FL&ON184t2 Products RmML&Wmma Al .. vied for Use Approved for Use IMBO ggglm Alai S I01H1ltZ OJl)Qli tteellotd Plottlm 2 TAMCO Godeatil Vent 28 ga. OW0a2028 No Yn WA +01+52,5 Building Codes and Standards Product Approval Application Detail Page 1 oft 1n/2019 Code ENIN or Data Date Date Pendlna Date Version Manufacture. Contact Engineer & License Validated By Validated Submitted FBC Approval Approve 3tatSl4. Revision 2017 Lomill Inc Andrew Caner James L. Buckner, P.E. Seven M. Urich, PE 04M/1018 12/182017 041152018 06/122018 Appr—d Category: Roonng (501)982-6511 PE-31242 (717)317-6454 Subcategory: Roofing Accessories that are an acarter01—shco.orn Ints" Part W the Roofing System Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I'UH L duds . ...,.. Quality Assurance Approved for Use Approved for Use Impact geslon $ea If Product Model. Number or Name ! Product Description _ Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 1 Deck- DA-4 Low Profilt, Polypropylene Flesh., Roof Vent 07/102021 No Yes No +97.51-97.5 MecrenicalN Attached to Plywood Deck. Florida Department of Business & Professional Regulation Page 1 of Building Codes and Standards 1202020 Product Approval Application Detail Its ill INEMS11111111 01MIMMOMMWAMEMENEM Cote Entity or seta Data Data Pending fie T2m Version Manufacturer Contact Engineer & License Validated By Valklatetl Submitted FBC Approval Approved sfa ust Revision 2017 All American Shutters and Glass Mike Barbieri Frank L, Bernardo, P.E Troy Bishop, P.E, 10/18/2018 10/18/2018 10232018 12/112018 Approved Category: Shudem (561) 712-9882 PE-D046549 (954) 947-0880 Subcategory: Storm Panels mikab@allemeriouri tfe Compliance Method: Evaluation Report from is rs.com Flonda Registered Architect or a Licensed Florida Professional Engineer 1`14417869112 Products Quality Assurarce Approvedfa Use Approved for Use Impact Design Sea # Product MotlN. Number or Name Product Description Contract Expiration Date In HVHZ Outside HYHZ RMIstard Pressure 1 249a Galvanized Seel Storm Panels 24ga Galvanized Seel Storm Panels 12/312020 Yes Yes Yes N/A tli]1al:E4 220 IYm Vg Ion tlamfact r Rental 2017 mW Building Canponerds Group Inc. cotgory: Structural Compon•ms SubCobs": Tees Plates Compatriot Mca om Evaluation Report from a Product Evaluation Ere* PlAtHNO Produces Bot.B Pro&mtMoM. Nw nW or Nam 4 ITW BCG/Aylce Wow Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Page 1 or I I t 8AJ018 EIdMLsr Rot 10 Dab PeadWA 20 Corded E..ke aLkanm vimwa, Yam&d submitted FacAmrsyd Apamad BMWs Swart Lewis ICC Evaluation Service, LLC VAaem M. Rohn, PE 0&1e2017 OW072017 OW21MO17 Approved (847) 91W73 (407) S81.1917 abvrisoowmkw.can Quality Associates, Amrar4dfor lUse Approved for Use IM" Raalgn PN"DmrlRNO contract LIMirfwa Dole IDH)Ct8 OulaideHl Rftkfmt Pr/atlm Maud Connector Plate 12/312022 Yee Yes WA WA Florida Department of Business & Professional Regulation Peg. I of I Building Codes and Standards 1152018 Product Approval Application Detali lYm yese Us uh *,— SrodaMt Emidnee[5lksme V Nherd By Valliddes Amkmftd POO Approval Abo@e!d Bldg Revolon 2017 ITW auNding Comporams Group Inc. Stuart Lowe ICC Evaluation Service, LLC Wllllam M, Ranieri, PE O IOM17 OOA72017 09212017 Approved Coal Structural Component (847) 918.6473 (407) 681-1917 Subcall": Truss perks ebwlc�apinNw.aom Complance Model Evild"don Report from a Product Evaluation Entity FLOIBOO-M Products Goal A— $oti PoarlMehl.Number «cam. Aboriginal for ANN�Stlmrties Imm6 RLIM kLlfltlli gn Protests 1 nW BOG/Alpine Hi9harStrength (FI&amp; S) Metal Cofrehell Plea 12131rd= Yea Yu WA WA Florida Departrnent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page i Of 1151 PLe2197R6 2m EnIMCor 20 to Dab Plndm Io bw version carded Emaiosou4iloames Validated Be yaudad Submitted FOG Approval Approved BMWs Revision 2017 Mil industries, Inc. David Wart ICC Evaluation Service, LLC ICC Evaluation Sel 101192017 10/111l 101222D17 Approved Category: Structural Components (314) 861-7480 LLC. BubCidgca : Tres Phl dwartmrnA.com (205) 599-saw CoaMrn Method:Evaluation Reportfroms Product E"kOm En* FL82297416 Fluctuate Boo! Prodnlaalst-Nme.r ter Name QwdWAssmno Approved kr Ul Approved far WE he" gow ID tPRS oub9doj&w Resistut Pressers, 1 Angelis 18 ga. super high strength truss comedor plate 01A1=3 Yes Yes WA N/A 8...h Creole Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Peps I of I //snots Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of I Iar2o,e Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Palls I of I 1/5@01a Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of I II62018 F111121974t6 Sddt Mew or grit grit Date P.nmpo l� FlJ2187R6 Sonde EdMLgr ISM 21M Data Fa Nn D Fls21nR6 gsda Entry !� !� ! 20 B�2!!Z� Sessk EnM ce, Pro 2112 Dab Pending Rate mm Y-w- ikMdXUM Coded Ease—aukValidated By Ysftedsd BIIWoWd 1WAnofov 1 Ascrolad BMea mm Yemen IMmdrahm[ Contact ErAL- -&LJa Vessel IN Vaud BWmNid EBgAmlovet Aogmad Btaea Ions Version t Cooled Entangler aLkense Validated By Validated Submitted fBICAcamgl Asaraved am& MOM Version Many 22= E..bm aLiM YdWdlth Validated submitted FKAoamvl Asamted BMaa Revision 2017 MITsk IndustrNs, Inc. David Wait IOC Evaluation Service, LLC ICC Evaluation Service, 10/'192017 101`192017 1 W22/2017 Approved Revision 2017 Mrrek Industries, Inc. David Wart ICC Evaluation Service, LLC 100 Evaluation Service, IOII 2017 10/19=17 101122111017 Approved Revision 2017 ARek Industries, arc. David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 10/1g2017 IOMO2017 1024I2017 Approved Revision 2017 Mrrok Industries, Inc. David Wert ICC Evaluation Service, LLC ICC Evaluation Service. 101192017 10/192017 10/22/2017 Approved Category: Structural Component. (314) $51-7490 LLC. Cabgpry: Structural Components (314) 851-748D LLC. CategeY: Structural Coileve tss (314) g5 LLC. Cmpftf Structural Comp (314) 857.7480 LLC. aulaCaegory: Trues Maas dwerl®m8.com (206) Sea-ga0o 3u1sCahel Tnaa Phase dmA@m8.wm (205) 69&ggg0 ShatiCteagory: Trans il.com dwert®rrtlf.exsn (206) 69B-g800 SubCat.": Trues Phase��mlLppn (206) 61�8800 Compr*n Method: EwWation Reporttom a Coon lance Method; Evaluation Report from a q Compliance Method: Report from a Cam anon t:anplisnce M.tlrod; Evaluation Report Tram a Product Evaluation Entity Fta21W-IN Pradueb Product Evaluation Entity FL/21a74t8 Products Product EvalWBon Entity Product Ewluahn En* Approved for We A�.for LIU Imps gotten CLOW AotaMOfd Aogmld for U, Aga .U, Imgad Rotten FI12187416 Products g Approved for tier A 1®NM � RA1974t6 Pradul AgmlydlulMa Aboriginal as E Product Motel. Nwumhberpr Nun Pi�1a. InH1fHi .Km I Praamm Beal. PredwMLMphl.NLKAWoraeon. te-It�LZ t�Mteffi �otgQ B,l4lZ PrcAael Number artWn Pam!! 1a!liRBe ! PfWlm Beal Product Ma". Neatterer Moen m1MS 4ldlIdLRJ10JZ ! nktm Pressure Ymeers 2 MII 18 18 ga. truss conn.du pals 011072023 Yes Yes WA WA 3 MT18HS 18 ga. high strength trues connector plats 0I)OU 3 Yee Yn WA WA 4 MT20 20 go. alp bamector plots 010012023 Yn Yes WA WA 6 Mf20H5 20 gal high stroll sun connector Pisa 011072023 Yee Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2 of 2 I20/2020 Code Emlh or ga(g D1e Oat, Pending Date LM Verdun Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Editorial 2017 Weyerhaeuser Y flab Baldwin ICCE eau ll C B v eon SeMce LLC i an Lehrer P.E. 04l01/2019 0322/2019 04/082019 APPrWad Change 9 Category; Structural o nts g ry.Components 253 82 64 6 ( ) 4- 7 (608) 839-3288 Subcategory: Engineered Lumber Robert.Beidv+ln(avreyerhe Compliance Method: Evsluetlon Report from a euser.com PL..�52TR19Pradlcts Product Evaluation Entity _ Quality Assurance Approved for Use Approved for Use _., Impact Design SS # Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 1 Mlaollam LVL Laminated Veneer Lumber 03/312021 No Yes N/A WA 2 Parallam PSL Parallel Shand Lumber 03/312021 No Yes N/A N/A 3 Tmibe 81hand LSL Laminated Strand Lumber 03/312021 No Yes N/A NIA 4 TJ Rim Board Structural Camposae Lumber or Oriented Strand 03/312021 No Yes N/A N/A board Rim Board 5 Weyerhaeuser Rim Board Oriented Strand Board Rim Board 03/312021 No Yes N/A WA Florida Department of Business & Professional Regulation Page I oft Building Codes and Standards 1202020 Product Approval Application Detail FLAi"12Produots Quality Assure— Approved for Use Approved for -Use Impact Design Product Model. Number or Name Product Diesalption Contract Expiration Date Outside HVHZ r s e u sea # _g iL-HYlf& ) s n l Pe_.S.VL 1 H Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels 052/2022 Yes Yes NIA NIA Florida Deparlmerd of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page i of 1 FL11774R11 Satlt EnOy or Roe Rate !gym 20 mm Yoram M UMMorsr COF"d Emergnt&Lksom Validated By Moog" Bdmtlad Ws tHScAmlmld Aged BM Revision 2017 Commmrdal Comb P Ina Gas THUY H. MUYNH John H 1 17 10/1312017 17 1211 17 reduce, RobatG I OI1420 102820 2I20 OstsO•rY: Structural Component` 65a3707 PE-60122 (352) SSM311 Approved Products introduced as a Result of procastgataQyahoo.com Now Technology Compba Movies: Evaluation Repatfroma Florida RegkbM Arfilted or a Licensed Florida PobnoW Enpmnr FLa17744t6 Products Qu&MAdL— Aoorovrad for Use Approved forUse imam Rama AMA Product ModeL Number pr Nues ProM.IBesctlaMn an Daft In HVHZ Z gukwLtm pi hftd Pnmmm i Quarly Precast or Commercial Concrate Products Proceed: and Preoram0 Concrete Untels 052612024 No Yea WA N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Code Entity or gate Data Date Pendlna Date Type Version Manufacturer Contact En,lneer&License Validated By Validated Submitted FSCAooroval A ... ved Status Revision 2017 Carpenter Co. Tracy Lane Miami -Dade BCCO-CER Miami -Dade BCCO-VAL 10/302018 1(252017 11/012018 Approved Category: Sructuns Components (863)6&7-9494 (7B6)31G2590 Subcategory: Insulation Form Systems lacy.leneCcaspenter.com ComplianceMethod: Cert/catlon Mark or Listing . ......... .. .... Quality Assu Ap..ved for Use A,,,ved for Use Impact Deelon §egg Product Model. Number or Name Product Descrimion Contract Expiration Date In HVHZ Outside HVHZ. Resenting Pressure 1 FPS Insulation Expanded Polystyrene Block Type D4/1 IM22 Yes Yes N/A WA Search Criteria Code Version: 2017 FL #: 14281 Applleati.r Typa: 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 oirtirld. HVHZ: ALL Impact Resistant: ALL Design Pressure: ALL Data From: ALL Date To: ALL N N s U) ^D^, p ,4-0 �--e U /L W Q O O .� U � U '10 (� U O (a U) � � 0 ^ i..i L 0 C O UL O . (n U O M O vJ C: m O O W ICU rr� O Le C U O 0 2!N vJ V `M� W U1 c C Q Z Z Q J SHEET NO. PA 1.2 A Y • U