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HomeMy WebLinkAbout3108 Lytton Hall DrALL E SHALL COMPLY WITH PREVAILING FLORIDA BliiLDING COPE NATIONAL ELECTRIC CODES , AND THE CITY Op ZPIlItS ORDINANCE RE"IEWDATA ,7 . � CIT OF ZEP��i�l�l• ILL PLAN iZXAfv11NER 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 Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Fig. 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 RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Cig. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL or K/Wail Kneewall SW or S.W. Shear Wail COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LALIN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO 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 MWor 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 orV.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Paraliam 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 Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150—C MPH 1941 J INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. I M1/00/00� ���11!!1lti `\` OWN o' w �'..•'• t S E •••. ,. v ••J ' 4 111 t/III IIInI�y�:Sje v 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. H 4 o .- v topmp afO°'o N # N_ co �� N LL LL N c N a dY ®� M^ LL J �ZSZ LL J a d LL 0) a Z> y M 5 IJJ N ge ge aiC:u- aa�o .S Y 6 a otnm 06 o_ O O m Co J 0 co W z LL 2 Ec� rn o a 0) g NQMZ O Q U F— U ❑❑❑❑ W N N z o _ 0 z J M d N wad t� M z (D U- 23 _ Vi Y W �0L cN w � C�f o N 0 o U m m t— T E O 8 = U) ¢ o � 0 sm o c J w M o Z Q E o wo ? �o Zo o a E 0. AV o CDfu X U ao <� GoF— 0� WZ CNIrm Q r� L in c U U n� .0 p oLL >Z u) J a 02� z z g0 Q OLL ap NZ A a wa =3 >° co V z¢ a �U3 .s CV = ` J ui nL1 W M O Q o 0 O � m = T O ■� J N O T �, o r � � O N r m Co T T Z Z :3 O iri N c° d U - CO Q 0 c 31 JOB NO: 20-1133 SCALE : AS NOTED SHEET NO. C S 3 m rn c a� s a O J N m i it N 0 0 J t2 0 i a i 3 tz a N N O E a E v C 01 J a Lz: -ems+ O 0 i z N I Y / 0 0 U J N O a. a 0 O 0 O A 0 H.B. 25-SS3 EGRESS EGRESS I \\\\\\\ \ \ \ \ I OEb as asN 5-SH 16 DEEP P N Y F T C G u'� 8 10'4" r 10'42" u- � j FIBGLASSo OUW ( D � M I I h— ---j- I BM� (5'00 I 11'-01,21'-2" C? AC PAD Sp3� TYP @ 1 STORY 00 ■ �cli —t--- N UL . G. C oI `- co o \ \T E �? \\ I co CAFE VAULT. CLG. \\ PATIO CARPET o N p N J = Q \\ p I I I ' BEDROOM -- 1— 8-0 CLG. OPT. I CARPET REF. j 5068 B.F. BEDROOM 3 2 8'-0"CLG. CARPET o I E 2" r I _ o ' ,_ II,, 8 Q CLG. TILE =a G use zll 6 N LOCO — _ `b rL I BEDR OM 4 8'-0"CLG.11 CA PET I 4068 B.F. = O MO w r --- SI Kwl ISP -- E _ 1 D.W. I I EE C___� _ I ——� ' ----------- j 1 j 11-7$ 8-8 54 14-6I 5- �4'-0" - 6-10" 4'-7 1 ^ iV r R&S — iV m 2668 co r 2668 co Am N I LO R&S HDR AT T-4" I 23'-8„ 3'-10" T-8" 10'-108" 5, 0„ EM `" A S3 TYP @ 1 STORY 2:12 VAULTED CLG. LO 1 I'FAMILY RM 1 9'-4" CLG. I CARPET 1 4'-0" N, 1 1 - - — 'nF01YR — O - (3) 2x4 #2 SPF w/ — G.T.1 S3 K DTT2Z @ BASE CC!FLUSH. I---1IFINISHEDAHU I TO BE IIN U VERIFY IN I Iix t~ I �7 FIELD. I d I' I I ENTRY 8'-0" CLG. o T in o � I 5 5'-11s" R.A.G.1 0° sQ 11, I I I 8'- " C G N--� ILE - T. D PT. I to 0o S 00 17'-8" ERG (3) 2x4 #2 SPF w/ L @ SURROUND DTT2Z BASE c� cO o 2 68 I -- — TI1 "" E --- — R&S -- HAN ON �' BOX @ 36" j A.F.F. DRYER VENT THRU ROOF 2668 7, 8„ I I I 1l I I 11 I O I � 1r .� ( 0 I Q I ),� I w I K o, I O w I S3 I > I EDGE OF SLAB 2" O I r-I BEYOND WALL I co 15 2048„ I 78, I 1 I I I SS 60"x36" SHOWER •� c�, I I =cn 5'-31" 2 1" 8a! 3110 " -1 _ 3'-0„ o� (U)WD MW I SUITE 008'-0" CLG. B CARPET E '-0" CL . W. I. 8'-0" CLG. CARPET R&S 8'-0" CLG.OWNER'S .. 2_N CAR GARAGE 26„ BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC )III I 'IIII L 'IIII TYP @ KO SGARAGE 4 OPENING IIN 6"DIP HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE 113 (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) - 1 314" 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 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25i S.H. 13 20X38 18�X371 S.H. 14 20 X 50 1871 X 50 S.H. 15 20 X 63 18 J X 62 i S.H. 16 20X72 184X714 S.H. 1 H2 27 1/4 X 26 26 X 25 ' S.H. 11-13 271/4X38 26x371 S.H. 11-14 27JX50i 26x50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 11`16 27jX72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 j X 38 j 36 7' X 37 3/4 S.H. 24 37JX50i 3671X50 S.H. 25 37 J X 63 36 j X 62 1/2 S.H. 26 37JX72 36�X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 j WIDE S.H. 32 54 X 26 52 4 X 25 i S.H. 33 54 X 38 j 52 g X 37 1 S.H. 34 54 X 50 � 52 � X 50 S.H. 35 54 X 63 52 1 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. —j 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 f1r. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" AE +29.7 / -30.8 © +29.7 / -39.2 OE +26.6 / -28.0 �F +26.6 / -32.2 GE SEE SN SHEET HH SEE SN SHEET '� 40 MPH NOTE; WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND TYP. 2x FRAME WALL A H.B.T BEARING WALL S3 I INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND 55'-10" 1' 4" T-10" REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM 65'-0" AREA TABULATION "B1" (TRB) 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 24 TOTAL AREA 2376 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN - ELEV-B1 EXT FRAME 2 x 6 CONDITIONED CEILING R-19 KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) I GARAGE SEPARATION I R-11/R-13 KRAFT FACED SCALE: %4"=1 '-0'' (GARAGE / LIVING) O C't u a To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Fq E m a0 'o ® � O O O N N J J M N �� m i ® ya ..�j J 0 -Np J LLl LLJ LL-2 " a° tii e V? N c ) S W uj rnLL 1w W o °- > c Y atn��� c V O O _z s @ C CV m m O p E rn < o a z UW N Q M Z 0 U ° 00�0 W N (7 O m N J Cl U) M N N � (Dm- o S� LU - V r . 0 V) Ln w P o t1 on w „ C — m E O $ if Elm c> o ai <o ®o 14 O z M 1_ O - o E o z ZN ° a a a M Q o E Xo OQ ao �O 0, Z Nao ao Ww i W U mo Z _ t1i hm QW z ° o� Z z go Q �� a �� o o� �� r� o z `w� _� >° Mj cD a 0U3 d z c 2N •o = ` J L m m ^1 W � c� O O Q C 0 m o 1O T Q J N r O 000 LO T— N r 0 T r ro M '' C7 '— �; c� o z z :3M E O cn cc = a- E U w Q p r_ JOB NO: 20-1133 SCALE : AS NOTED SHEET NO. 1 KITCHEN ISLAND KITCHEN 0 M 0 CV 0 ' 0 0 OPT. REF. OWNER'S BATH KITCHEN 0 F- MIRROR 0IN t\ co 0 M OWNER'S BATH 1 O 7h 0 r; M INTERIOR ELEVATIONS_ NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION VARIES, 2" LESS THAN GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS 42" H UPPER CABINETS BELOW CABINETS 36" H UPPER CABINETS MIRROR SHWR. SHWR. DOUBLE 30 H UPPER CURTAIN HEAD RODS 16" FOR LINEN CABINETS VARIES ROD 12" FOR PANTRY I K I K- 1 /7// %,—° z SINGLE OVERHANGS THAT 24" TOWEL BAR TOWEL BAR IN ROD EXCEED 12" MAY U) o- 0 REQUIRE A SUPPORT w ON WALL ABOVE TUB OR SHWR. Q TOILET TOWEL BAR a BRACKET / ON BATHROOM WALL t- O FINISHED CABINETS %o SHWR. COUNTER TOP o MEDICINE _ I - 30" H BASE - C° CABINET 00 _ VALVES _ = o CABINETS o 00 00 TOILET 00 00 = `� zo SOAP +—ICV PAPER C° o DISH U 00 -1 I- i HOLDER �' - in a d' in � o0 2x FRAMING U Z U- z d' d r -' i- +-D O O Q _ Q I M T M zo - r i co Lo -1 - -1 •� _ 1/2" GYP N N N co M N TUB r? BOARD FIN. FLR. FIN. FLR. j j j i i FIN. FLR. 2x P.T. SOLE PLATE BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=1'-0" 1 �� 6 --j 1 -� 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 Engineers signature and seal. I- ® ®i 9 N [O 00 N ik V M N N N LL LL N co J ® W J 7 W N - LL LL d LL N M 2 W W 7 61 ALL 55 a d Y 0c� Z o�°' m o cm, O W D 'm O r (0 0° m 0 W Z oa� �Ea'O' <IL N Q O NQo7Z U Z C) ❑❑❑❑ W M M � Z N O 00 O _ O L ti z v M d N N M Z v C �r� O � lJ lL U U) < Q o—� w� V) �o 02 o r U 0 w T E — O g zip U o N c U) 0 Q o or: M ¢2 w Z CO N �oF J L.L. Q E E 0 z z o o� y> N O Q Za CU o O < 0o O 0 O E 04 L 2p ¢o < °z ww Sr o U U m 0 o Z J m < Q W 2Z U) U) Q 8 5 N W LU U ado �3 oii w =� mi o co w� >° a zl¢ �N 0 = ` J m to ,> I� M .-. O Q o CU mco r.-. C a O 00 {') T O N T aiE co T f M \ o cc z E 10 y N 2 `m a U 0 iLi JOB NO: 20-1133 SCALE : AS NOTED SHEET NO. 2 12 5� 8"x8" SMOOTH TEXTURES CORBELS 12 �1" x 9" SMOOTH 5 TEXTURED FREEZE BAND HEEL 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 12 - 5� — — — 1' 0" --- -- - -- ------------------------------- -- -- - - - - - - - - MINI IN 111IMEN ININININININININI 14'-0" RIDGE VENT 12 5� +3" SMOOTH TEXTURED BAND FRONT ELEVATION - 61 12 �\J5 T-0" RIDGE VENT - T.O.M. - - HDR HGT. 12 �5 A. M -------- ------------ 11-011 _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 10 01 2'-0" TEXTURED 1"x 9" SMOOTH TEXTURED FREEZE BAND 8"x8" SMOOTH TEXTURES CORBELS �— 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS _ T.O.M. - - HDR HGT. Sk CEMENTICIOUS TEXTURED o? FINISH ON C.M.U. CEMENTICIOUS zo (TYP.) FINISH ON C.M.U. (TYP. ) F. FL. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — +3" SMOOTH TEXTURED BAND LEFT ELEVATION - B1 SCALE: 1,4._,.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. now �•�''� °'•• ;SE UA J •°•. fit© �r�p��RO�ESs�(7 e�� �"fill IsIi11 �``��� 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 L I 100, v Co 8 N to N O O N N C M J J LO 04 L LL , ' a N 7LL�2S°2 LLLLarz a y co 5 CM Lu ' U a. as �Y C. m00 W W 0 r- 2 E rn m 1 ¢ 20 a Z N N Q M Z a o L= Z °LL 0 U H J ❑❑❑❑ W Z N O Q o a N M N t0 Z C � o v 0 Cn Y W O M a V � a 0 Dul W H ct� s N O ws 1— U CO LU rn O 8 z ice.... = U o N ,U seo O � J w C13 M p ZZZ U- C fl_ E E o QO QZ >� <N Z® o00 0. OQ O< o E N m az Z. wo az �w L m U) CoY C: mro o OM Z C,) Q) W- � 6Z �Z o U aZ C)i �0 o� �k �3 w W o m� }° a� zl�d ° 3 0 ACV = ai ^L1 W ca C o co T V O (� d' ■� J N T O LO r o N r ai w CM ` o Z M Z :3M E O N co co E JOB NO: 20-1133 SCALE : AS NOTED SHEET NO. 3.1 I 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. -E HDR HGT. 4 TEXTURED CEMENTICIOUS 80 co FINISH ON C.M.U. co (TYP. ) F.FL. 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 12 5� 0" 6-0" 12 5[:� —EXTENDED OVERHANG BE CENTER[ ON DOOR T-0" RIDGE VENT 12 5� 12 zz:::�5 REAR ELEVATION - B1 SCALE: 1 /4"=V-0" 14'-0" RIDGE VENT TOM 12 �5 -------------------------------- ---------1_ RIGHT ELEVATION - 61 SCALE: 1 /4"= V-0" 2'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. 1111 H �\` \eNMA 'C ro a w J 0 UJI U 2 FL`O 46 E S S 1 e,, /P � 71111IIII11100�``` 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 Fm Q 9 000 0 N CO T��p 00 O d U 0 W V 000 0) O N n # 00 LJL ® t%i J D7 J # W '7 LL d d Q ry 2S2S N M N 7 5 W' LU mu a s W o Z > CL aU)a' °13W i.._'_ @CDo C N m m J O < W T. IL L Earn o °- 0 @ N 0 O Lo N Q co U a. Z U ❑❑❑❑ W z N O O � N z � � � N _ M 2 v � 'VJJ T •r r C_/3_i Y W On 0 Q O INI^^ �vl /R m W o = N O V allw r- U M � r—' m E 0 = C) i n � U) I • ¢ r O O CR J w z C 13 C'" z p Z E J W Q E 8 zo 0 w0 z �o Q N �® ❑ a E o t 6 K 0 00U 0 N 03 L w o ° ¢ ww �w ra iA C o �g m g o 01 Z_ tq J ¢ `0 <W � z ONEa a`ni S. wLL 5() a mw MEN ;0 o =3 C:)w� w U r '° I� CO zla a 3 0 04 = ` > d' J ui nL W � c� .= C:) 00 .�--� Q > L_ 0 C:)o m (D = C r r, o 0) �• T J N O T L.n T i 08) N r z:3 T T o E Q @ E J CDc Q 0 J JOB NO: 20-1133 SCALE : AS NOTED SHEET NO. 3.2 2" N N 2" iv 0 1• VARIES *NOTE: FOAM TO BE USED ONLY WHEN ^ REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" 2" BUILT W/ STUCCO. EDGE OF OPENING ^^ iv 0 M N1" M 32' 11 32 1" 1" 1, 8 12" 1" ------ 1" RADIUS 3 1/2" RADIUS 3/4" RADIUS a J� 1/2" RADIUS 1" 4" 21" 1 1/2" RADIUS 2 1/2" RADIUS CAP _ `'' 1/2" RADIUS M 4" " MIf VARIES MIV ,N VARIES VARIES 12 VARIES SIN %- CD BASE CAP - CV - CO 1" 1" 1 0 1 _4 1�_0., 1, BASE 4" 3 34' 4 dam r r Miv 1" 1, a„ 4 4„ �-- N 00 N 3" T 4 4 2„ MLo riiv VARIES 12 1„ ,,, 2 2 1'-0" (o r r—E 2a" • 3„ *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. VARIES OPENING VARIES 2" 2"-'� EDGE OF OPENING 2" 8" 2" _ �—� 1'-6" 1" 1'-4" 0 1" cn Ar— 1-1/2" THICK W 1-1/2" THICK 241,E -1 O - IN Ia 4�� ' 2 4 _ � N 10" 10" 6" cv 6" 2„ 2" N lo ^ri 2, 4" 3" 2a" =1a r _ 4" 2 w 1-1/2" THICK 2'-4" 1'-10" 1 4„ 3" O I! I- 1TT TTT 2z 32' rIN M M 52 1 5 52 _ 51" a i �h t, moo VARIES VARIES 4„ N i CV pp ifl ; co R6 f 2N sm VARIES Y - KEYSTONE F11 b OPTIONAL ��� 3" 4 GARAGE DR. OPENING 4" NOTE: • INSTALL • FIN. LOOK • FOAM/ ACCEPTED VARIES eo KEYSTONE F11 OPTIONAL 3 , 4 WINDOW OPENING 4" a OVER STONE, TYP. TO HAVE TRADITIONAL & SMOOTH FINISH EPS MATERIAL IS 6" 4" - *1 VARIES 2" 00to N 1 " o0 O V M M r NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED T-8" 4" T-0" 4" 10" 11 _4" 10" �Q im i s 14 1'-64" .4 i CV i 12 54' 2'-V 1'-12' 54" 7" 'Qsa y 1'-4" • Ij cN iv iv ` GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH I a C14o N N 0 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. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8, Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER wP WEATHERPROOF DUPLEX OUTLET �&GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET frl�.v 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 200A INDOOR PANEL CENTER NEMA 1 200 AMP METER MAIN O 200 amp 150 amp Disconnect POWER CO. FEED --- INTERSYSTEM BONDING O TERMINATION PER 71 NEC 14, 250.94 ��J// copper to lights & outlets copper to 20 amp ckts 2 copper to WH 3 copper to Dryer or 4/0 SER Alu Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. WP DISC. GFI H. DEDICATED RECEPTACLE FOR MICROWAVE RANGE unman non cn�r1c O EXHAUST FAN --- j W.H. VERIFY LOCATION �OGFI _ _ _ _ _ _ _ _ _ _ _3 ELECTRICAL PANEL ,, EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) 1111111111-11111 RECEPT. METIM CH CHIMES (OPTIONAL) FOR ALARM VERIFY METER PB PUSH BUTTON SWITCH (OPTIONAL) SYSTEM LOCATION WITH BUILDER PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER owl ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G T OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT ELECTRICAL PLAN - ELEV-Bl I SCALE:1/4"=1'-0" 0 N 0 N N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W 000 v Q _ � - N 0W N V O CD O 0) O r N C M N 0J to J J Lo N LL LL eo ® N 0) co m D -J � J *k uj Lu LL _j'Jct Q N ii 0L Lu W - M a. rY O Z > acna' 0 ❑g 0m0❑ C N m W Z �E�rn ¢❑EL O _ Z NaMZ ° Q Q V F J ❑❑❑❑ W C' N z o z � QNQ z Q — �1 M � o !� z vim_ LL 1l r fQ �% Y W n j� O lN M uJ F- c o wa U m u, c allr— 2 E — o 8 =f Q soy o co w M CO �z zo s z �Q � Q E E _� M_ 0- z zZo " 0 pa co m to _ o ❑ O ❑ z CN ~O �o Q - ww r �O L - ra Cy ❑ m � o o0 - J mo z rz ziZ N ¢ ° s� o t? oW U a N U � � F J Z = N >O o co w� za a Ova 0 CV = > d- J L � rn W m 0 .> rl-. O > 0 O Al m co 2 r C3) •� J N r T O In O N M Or M T M 1- o Z Z E O �; c1 M cc a E 0 _j a ¢ o � c 3 JOB NO: 20-1133 SCALE : AS NOTED SHEET NO. 4 N N NN v a 0 a 0 GV CN N 0 En w m > 0 V) ATTIC VENTILATION CALCULATIONS - B1 (TRB) ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. 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 21.00000 2.000000 Floor 2377 2282 326 1141 81 570 0 591.0 315.0 276.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN - ELEV-B1 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. �ryyr C A/ "ISE - � A 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N E v r- 00 ❑ N (O O O O m co N J J O N N C Z N lL LL � � Cr, , ..�. CO J * W W '7 L- LL LJL d c- aLu N Vl M W W W a s Z Z >. [Y Y -a coC 0 cc m o 0 m 0 C N r C0 J❑ W E� rn a 2 Z J❑ NQC,)Z Q O Q_Q Z U ❑❑❑❑ W M V M —n Z N O � O O N z iz J M d N M v U_ .O Gn x w o o a N E 0 U 00 w m r— m 0 8 = a IPI it III I O < y c � O 01 m Aft O G,,3 3 w z z o� U_ 0_ E Ov W O � �O cu cu B Cl R0 tt G 00 0 O N¢ i o <z w W °? CnY _ ❑ U Nm mo O� zr ZQT J Q W 2Z fn � Q� 2 �� az oZ O as =3 c9 �o GOO w zl< d = 0 3 �N 0 = ` J L O1 cc V I\/ ■ — O / � L_ O O Q CD m co T 2 V T ■ � J CN 0 L , ,T^ r 1� o N r 0 T f ui M CM ` N 6 Z co Z E C7 co d E U _ Q p � JOB NO: 20-1133 SCALE : AS NOTED SHEET NO. 5 C c d It 65'-0" 5'-4" . V-9j" T-4` 5'-0" 6-0" 1. 5'-10" S-10" 6'-0" 6'-0" _ T-10" 2'-1064" 5'-1164 1. 5-0" _ 64" H.B.; A TYP @ 1 STORY S3 U.N.O. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ........ ■ ■ _ ■ ■ —----r--------� r = r---------+---- ---: —�------------ :: --------I-- r0, _ I �• o I 16'-0" 6-10". �0. LM i \\ SINK / DISPo01 1OPLO I ..Lr -- \ N D.W. j 00 I I} 1 S3 in v �— .. I \ \ I � — — — J CHASE TO IS D r _---_ ---- � —__---- ■ \ I — —� — — — :— — — — — PROVIDE 1 %" RECESS \ CJ L — — — — — _ — — — — — — J CJ OPT. —I—e� C. : \�\ REF. ... o { I — — I I — — — — CJ—t-I-I I ■ TYP Col 1 STORY U.N.O. r- STEPS AS REQUIRED FORSGD.REFERTO ::::'.:'.'.'.'.'.'.'.'.'.'.".'.'.'.'.: . .'.'. .'.'.': ::.':: 10'-104" PER FIELD I MASON'S SLOPE FOR \ � KITCHEN ISLAND CONDITIONS WIDTH \I� \ LOW WALLS ' :::.':.'. :: o 4'-01, I \ \ 16-10" 12'-10" ; INDICATES FILLED CELL w/ 3000 PSI \ \ \ CONC. GROUT FROM FT. TO BEAM \ \ \ r — — — — — •— — — — — W/ (1) #5 REBAR VERT ABOVE SLAB \ ::::::::::: :::: ' :: ' ' : :::::::. ■ ■ ■ ... . . .. TYP @ ALL PLACES SHOWN \.::::::::::::::::::...::::::::::::: \ TOP OF CONC./ PAVER T BE 4" . .. ■ ■ (2) #5 REBAR HOOKED FTG. DOWELS 5" EMBED \ \ 0'-0" \ I 4'-0" 4'-4" 4'-6" VERTICALS w:in \ HVAC CHASE BELOW FIN, FLR, W/ 25 EXT. ABOVE SLAB "GRADE 40 \ \ I STEEL \ \ BASED ON SLOPE FILLED CELL \ PROVIDE %" x 9" \ LOCATION I \ \ RECESS FOR FRT. OOR L - I \ \ 2'-6"x2'-6"X1'-0" FTG LID \ \ 25'-10 2a" \ \ 9 -512s W/ (3) #5 E.W. 5'_0" I 4r) C8, �4 ........... 9 K 7\ (2) #5 REBAR 00 TYP @ 1 STORY S3 \ I CC U.N.O. S3 S3 VERTICALS w7inl FILLED CELL 2'-6"x2'-6"X1'-0" FTG r3'-5" ' 7'-1 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. (2) #5 REBAR VERTICALS w/ in SLOPE "';71 I W/ (3) #5 E.W. ��-31/2" G _ I S3 I ih FILLED CELL OPT. D fT.. ................ . 0 : r 5' 3" 1'-10" 3. 6 I O l I , _CJ _CJ I 3-1/2" MIN 3000 PSI CONC. ' 2'-74" 7'-10" 1'-I'0 EDGE OF SLAB 2" SLAB FOR HERNANDO BEYOND WALL COUNTY ONLY ( (• J iv 3-1/2" MIN 2500 PSI CONC `N loo ' K d �' S3 SLAB OVER 6 MIL VISQUEEN I S3 I i VAPOR BARRIER r I ' iv 35'4' 20'-6" ■ 10'-0" I :: BUILDER TO PROVIDE (2) #5 REBAR I APPLIANCE VERTICALS w/ in 4'-0" 12'-1" : O PROTECTION FILLED CELL • • • ' � � Zo I WH• WHENREQUIRED •• o o PER FBC - --- — — — --I— — -- — — -- -- — -- — —�' — — — +— — — — — — — — —•I ........ ......... co ■ ;Lj j j ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ q H.B. S3 TYP @ 1 STORY 5'-75s„ 6 -41' U.N.O. 5'-23„ 7. 1 �.. 1'-6" s a 6'-0" _ 6'-0' 6'-0" 6'-0" 6'-0" _ s a FOUNDATION PLAN MONO - ELEV-Bl_ NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN 7,7 CONTROL JOINT DETAIL SCALE: 3/4" = V-0" .r�; ', : #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 V.bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" . EZ CC • ~', y v !p . F e1 L C) �`ft OFESSt0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. w `T 9� Q O O O p) 'D N J ® M O � . - J* uj w I» .-I a LL 22 u_ LL d o- Q ai,LL > aaa.. xo C00I .E 06 8 0W°§ z �inm W 'motim �¢= W z Z Z-E°'O' �'—'• N 0 AQ C,)Zz _o a0 Q O 7 6 0 � W 0 ❑01❑ z N o z �N CU zo� d. ry n, M m c o VJ (D u_ 1, •� fQ U V% Y w 0 o ® Q '� • 0 N � N r.ir F_ o 2 1111111110 C) 00 „. T e 0 8 i r = Q m 4 14 o w M co i p Z < -J ,L cE wco SF ,o < a O z© oa t— x =O U O z C O C N @ L a z Qo ¢ dz ww o O Y �m m 0 O Z , J , <<w gz O ~°o Sao 5 z n w U �k O Jw w� =O �� �P z< a OU3 0 cN = 1211� J L 0 > . I__ ry O > �� O Q � O m CC 2 r �' ■ r_ J N T O LO O N T (D m .> O T r (Y) r \ O Z Z E E O N N `m c c d E U '0 CO JOB NO: 20-1133 SCALE : AS NOTED SHEET NO. 6 CJ1 CJ3 CJ3 CJ1 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 1Od x 1 1/2" RT16A 1020 1160 9 - 1Od x 1 1/2"& 8-1 Od H HTT4 3610 3105 5/8" ANCH. /(18) 1Odxl-1/2 HTT4 4215 5/8" ANCH. /(18) 10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD36 * 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 - 1 Od x 3" JUS26 1000/1080** --- 8 -10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 - 1Od x 1 1/2" MTW12 1195 1005 14-1 Od x 1-1/2" S MTS16 990 860 14 - 1Od x 1 1/2" MTW16 1195 1005 14-1 Od x 1-1/2" T MTS20 1 990 860 14 - 1Od x 1 1/2" MTW20 1195 1005 14-1 Od x 1-1/2" U MGT 1 3965 3330 22 -1 Od x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -1 Od x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 (16)1Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-1Od x 1 1/2" HTW20 1530 1285 24-1Od x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 1 605 1 12 10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-1 Od x 1 1/2" HHCP2 680 570 1 (20)1 Od 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 (A) OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (6) 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, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED, FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR CON f LEDGER (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0"ON A HORIZONTAL PROJECTION, NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS (2) - 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. REFER TO SG2A/ST3 FOR ADDITIONAL EMBED ANCHORS SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-131 SCALE: %4'=1'-0" *' .40 Tp + FI— ,a To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W I- �o (0 p�p00 O V N C, Q # COD 0O T (O J N N u, N u LL 0 J 'NO -j uj UJ 0 � � u; a °- tA � N m w (n = Q > �U- <L Wa W 0 , § Z O In 0) 0-1 @ o m 0 R W .8 O r- (O ¢ Q O I 2 E rn rn a ( z CD 0 V Q N M Z 4 0 0 N U F O 22 0 ❑❑❑❑ W _ Ch � z N O � o qNq z ~ Q J (h � N M u, � o v � -J Vi 0 w o c a w E o w. U M w � E O = zl�... P' C.) o co14 Offil Q o o to w M0 ¢'sy z z¢ J ca E O- E a z <& Z p a U X O a U U �U O Q C> ro L O W W W MO C/3 C - < ❑ = U m 2 o LL Z J m a `° Q W z (n 0 z ao i� U o W <o az =3 O w 0 i0 Cfl za a °3 �N 0 = ` > d' J L D = I\ M �-. C)n Q 0 CD a) m co = 0 0) ■�v J N O r LO T T O N r ai T r C'M o z E 0 N N a)@ (p C n- E a ai 0 J Q 0 1 J JOB NO: 20-1133 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load Applied horizontal load / 1 .0 Safe vertical load + Safe horizontal load `_ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS i 8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T FORM & GROUT SOLID tY N Q o _ U O #5 BAR CONT. 8F12-1 B/1T O V' LINTEL DETAIL SCALE = N.T.S. E F OEM, BONN TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J 111 8 F 16- BI 1 T H J ¢ r 0 tNOMINAL. r � QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL HEIGHT #5REBAR MIN. AT OP (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL ° d O n ° ° .M.U. #5 REBAR AT TOP ° Q o D 44 a GROUT MIN. (1) REO'D 1.1/2" CLEAR ° A n ° ° J Q Q L to C.M.U. a 5 REBAR AT = U) U) w � Q ° BOTTOM OF rn w 0 ai '-*—BOTTOM LINTEL CAVITY W U 1 0 0cr0XOZ REINFORCING Q ¢ C7 rD Z _ 7-5/8"ACTUAL PROVIDED IN LINTEL z LL 0 w n ¢ 0 D D �° L, �° 5 REBAR AT BOTTC AS INDICATED 'NOMINAL WIDTH (VARIES) c~n B of E MATERIALS c1"} precasiitntels = 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 O O 4'-6" LL 4'-6" LL 6-10" LL LINTEL PLAN - ELEV-B1 SCALE: %4"=V-0" .�% o �>VIC d� v � WiFe'1n���t��`��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 - Residentlal 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 �1 co CID N ID '1N V . 04 O N m N LL LL V ChNr N m ® w_ (h N J # w d (n N in w M u_ w a -C_ as �o > .0 Y 6 Z Caro �0 0° W m o r- co m W E-rn J t] a 2 IL ci of N¢rNiZZ U 00 < Z L) ❑❑❑❑ W M pp Z N D 10 W aNN Z p Q Q v J ch LL N M Z v c n' o � �N 1VJ' T VJ Y w o ,yam L Q 0 m w F- N L� o �N :Z3 m ttMa U w 2 '— � E 0 i _ a8i o y c U) d �Q Q � o o O J w M z o z 3 W Q E O E zo w z � ro 0 1 z® 01 CU �a (6 X U 00 ) O t_ CN r0 It ap a Z. ¢a aZ ¢ w ro z Y 2_ U 0 m o Z --"I m a °° aw z N co o a �� wLL az �w OZ. oLL w c� H IIIIIIIIII� CD 'w a UU3: �N 0 = E)� J c� ,! r%_ ry O > O co .� o 0'a _O LO r o N r M r r co o Z Z :3 �i N E O aco a E ci 0 Q o JOB NO: 20-1133 SCALE : AS NOTED SHEET N0. 8 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER 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 11 AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 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 Y INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT, 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & AC1530.1-13, 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 51TMS 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. 1.13. 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 2,11.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. 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: 3 4., 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'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1-"A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, 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 r 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. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 140 TYPE: 5B MPH) 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 14" 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. �,qt %� �?,Owl, ;''••~SF w ' ••e < J J .- C� C 0`�` 0 • `. �ESSl•log 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. tlf pppp N ik V O O C? m off') N N C �W� r0 U N LL LL vi �Jrn-0 7 N L�L�LuLL LLa. N N C-,LJ �m� U X awa W0 Z-0 U)i °'re 0 Cca O r m p m m = W Z 2 E rn NQccoZ < o a i 4 0 0 r Z �0 U H ❑❑❑❑ W r� M (D M N M z 0 0 m Z N z " � a M � N JE3 M Ch LL ff +-IN v LU Y LL, a -U � OLu to �N � o N wr U m w r 2 E o g i _� U c U) u ®Q C::,w cfl J Cl) o z z¢ LL_ Q E O so � �s z® o n CU V g 'o i- Cl X U 00 O E o L 8 ao G a i z ro ci C p m 0 g, co J2 <� aw �z u) �o Q 555 U 3 LL �� a �w d= CDaF 0� �o C�D V I¢ a U =N 0 = > d' L m ^1 W � C7 O C:)L Q /1 o T- a O N T _j O Lin 1� O N r ui w T T ME a m Z CIO E iri N Z a Eio U Q p c JOB NO: 20-1133 SCALE : AS NOTED SHEET NO. SIN N CORNER OF HOME GARAGE SIDE ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE v., 15/32" CDX M 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. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" 5000s 1.8/1.7 p nel wood panels 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 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap � FILL CELL STD. 90° HOOK BOND BEAM ¢ STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR #5 CONT. FROM NDATION TOHIGHEST 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 SHEATHING PER PLAN COLUMN AND 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. 0 -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. 2x4lPlywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 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 DOUBLE JOIST CONNECTION top flange hcutst. - Birdsmouth cuts. N.T.S. - Under 2nd floor cnh innn w/ Inadc N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls 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 10'-0" at bearing. TANK -LESS W/H ,/a H C G 0 O O 5'-0" a - 0 STUB -OUT FOR 0LO 0 GAS METER 0 o U O r (V � • 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-Y (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. 1IT-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) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking I Jsa 3" /10d1 nail.. at 6" n c_ Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges higher than 15001b BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer when load bearing for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* 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 Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non walls require additional consideration. — 6„ A 1 2' ROUND HOLE MAY 6„ 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1%" 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 1Y2" iy 16" joist 12 1'-0" 1'-1" 1' 2" 1'-2" V-3" 1'-9" 2'-4" 2'-11" 3'-7' 4'-2" 4'-9, 5' 4" Span (ft) 16 1'-0" 1'-l" 1'-2" 1'-2" 1'-T' 2'-5" 3'-2" 3'-10" 4'-9" 5'_7" 6'_4" 7'_2" - -- ---- .- 20 1'-0" 1'-1„ 1' 2" 1"-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" 6'-11" 7'-11" W-11" -- - -- - - 24 1'-0" 1'-1" 1'-2" 1'-3" 2'-5" 3'-T' 4'-9" 5'-10" T-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. 1%" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1yz' 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. N.T.S. Joist hanger Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate BCI 5000s® 9-1/2" 2-8d 2-81 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 BCl60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2 8d 6-8d BCI 90sw 11-7/8" 3-16d 3-16d 14" 5-16d , 5-16d 16" 6-16d 6-16d SIMPSC w/(22) NAILS 1 5/81 THRU BOLT SIMPSC w/(22)' NAILS 1 R TRUSS 'OP PLATE ).0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION VAIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min,) Nail with 10-10d nails. T — Install tight to top flange. SLEEVE THRU STEM ° SEE PLAN FOR--'°• A. • .; _ •, ° FOUNDATION INFO d STEM FOUNDATION Filler block. r GRADE _ 0C110C CCC DI AAr \ 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. eb 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 p depth I -JOISTS BUCKETS N.T.S. fvt, t nmor_ 4 rvu SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ° ■° (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION 12" BELOW GRADE ' d d d. �� . PLUMBING LINE PVC OR SCH40 SLEEVE a •. d , d CF-1 • SE E FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. d TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE q4. d d L SEE FND. PLN. SIZE & REINF. 01 PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE d °a. d / da G a a d d. ° o c Q rT Tr a SEE FND. PLN. SIZE & REINF. ��a�aEt;4iSB��dd/,► AA�.� ' -= ��� 04 0 ' ° ' a 4aFLO r ���j8jl46il , 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. tk .�p _ co O CO , w '��p e O O O m # to N _J S LL O N CD Cn 9LL� J * W W tL_LJ b! a ui cn N C'ti- w v� a Wa LU 0 Z -0& 0 C:: moo O r O m m W Z 2 E� rnQ� N Q M z 0 g Z �U U ❑❑❑❑ , W Co z ¢NQ Z O Q ¢ o <Z N N n' M t" � U 0 . T U% -2 w - n 0 � N o 2 o () 0° ID Lu rn _�os , U o N c (D ¢ & ® • 0 s eo r- o c JZ ¢ w co M m o2 3 Z U_ sZ E O0 �� �� z o z, Da (6 0 0. o E 0 a 00 �z o � wo Q az �W L (d U) C U Y U m o Z a) Cf)to J �m ¢ Qz 1 z 4) ? 3 o¢ w aO � � r— rr Nz �3 xF o c za ¢ 0U� 0 = CV = ` J L � v> m Al W m ■/ O C) Q 0 a co 2 7— O M "It■— N r O N Ln r 0 r 6 w O r- '— MT_ 6 co y N z z E O JOB NO: 20-1133 SCALE : AS NOTED SHEET NO. SN 1 ,o T3 m CD CD 0 0 J M tz I Hi m r= v 0 0 3 rn I 0 5_ 9 inc C a N O v o_ E 1.2 ca E 0 x 0 c _ 3 ti 0 V 0 0 vl N V z N I Y 0 0 0 J 0 0 0 N 0 0 a. 0 0 N 0 0 W m, v FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP') VARIES INSU ION LE 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER —J CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90'HOOK (SEE DETAIL (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 - - ELEV. VARIES ALUMINUM DRIP 71111 EDGE ALUMINUM FASCIA 12" N.O..2x SUB FASCIA EE SOFFIT SHEET 8"&'X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL 1x2 PT WD FURRING @ 24" O.C. FINISH 1/2" GYPSUM WALLBOARD (1) #5 VERT. I U.N.O. CELLS (SEE FOUNDATION 1x4 P.T. BASE NAILER FOR 4"x4" INSPECT 3 1/4" BASEBOARD PORT AT FILLED CELL MIN. 2500 PSI CONC. SLAB M AT GARAGE MIN PSI MAY VARY PER � TO CUT BLOC MUNICIPALITY. CURB DUE TO CONCRETE SLAB W/ 6X6 NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH "FIBERMESH" BELOW GRAD 'E r D 6 MIL VAPOR BARRIER —11 °•° /•a � r COMP. SOIL. • (COMPACTED TO 95% 1 11 �I fffT I I I TTi MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'-4" (1 STORY) STD. 90 HOOK (SEE ON 3" CHAIRS TYP. 4„ V-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 N FILL PLAN NS) ION H TYPICAL CONTRACTOR K OR POUR SLOPE 4" to 6" E CN 50 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS BLOCK WALL BEYOND 14 O.H.D. RECESS z " 4� T J. 00 �a SEE A/S3 OR J/S6-- -ILI 11 I 11 I I I II 11 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" 0 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE-\ (2) #5 CONT. ON 3" CHAIRS (TYP.) D � �I I =1�11 �11 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. -< 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1.4 r WWF OR FIBERMESH I�I�II�I I� TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT GG SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS - \ TYP. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY , NOTE: *FOR BEARING WALL W/ UPLIFT ONLY SCALE:3/4"=V-0" S3 2x S.P.F. STUDS @ 16" O.C. 5/8"OR 1/2" HIGH STRENGTH RUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 5/8"OR 1/2" HIGH STRENGTH GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR / GYP. TYPE X @ ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10) 10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE STUD BELOW TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB &BLOCK SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND `"' ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL x 6 W1.4 x W1.4 ° a A.F.F. O.C.) 2 WWF OR FIBERMESH ATTACHMENTS 3 1/2" MIN. 3 1/2" MIN. ° a ELEV.-0'-31/2" z ° a Q ?. ° ° Q A.F.F, o D A CD°. 11�1 I'3 1/2"(min.)- 4" ° 2x4 CONT. ° ILL _j I I —I 1- ° a a a a ° 31/2"(min. �'4 l=1 I ( I—III—� 1(— GARAGE DEPTH VARIES ° —T=1I_L I IIT_I (2) #5 CONT. 4" 1'-4" 8" GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP MI SHEARWALLrc SCALE: 3/4"=1'-0" �� "SHEAR WALL" SCALE: 3/4"=V-0" S3 2x STUD 8" C.M.U. 1"x P.T. STUD d #5 VERT. IN FILLED CELL N 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 04 2x P.T. PLATE ASSUMED FINISHED ii IN GRADE 00 ° ° o I —III —III —III —III —III � > D ° ° III—III—i I I —III —III —I i I- z =1I1=1I1=1I1=1I1=1I1=1I g ° D D IIILIIIIIIII�IIIIIIIIIIIII— r I I I=1 I I=1 I I I I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I —III=1 I I—III=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11='' I=1 I I_-1 1—I 11=111=1111 I 1-1 11=1 I I— I i'- --� i i—III—I � I—i i i—� _ — FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" LS3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" GRADE 00 _ (1) #5 REBAR w/ OPT. 11=1 I I=111= 11= 11=1 11= 11=SQREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE K7 SCALE:3/4"=V-0" S3 EXPANSION JOINT N M SEE A/S3 OR J/S6 FOR REINF. INFO. BLOCK WALL BEYOND O.H.D. RECESS 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. CV ' co 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH E Goy• �� _\0 QGs� �n TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW --2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. ---(1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". -INSULATION PER CHART ON FLOOR PLAN -SIMPSON SP1 w/ (10)10d NAILS //2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 \ / WWF OR FIBERMESH �//°00 {I� 31/2"(min.) - 4" -{ I-1 I _ ° _" • =1 I —I I fral (2) #5 CONT. �I 1 �1 I 11 III I I; ,I I' _I I r 14,1 I'=`I=,�1 �41=, I { I 1 I 8 I- U.N.O. MIN. TYPICAL BEARING WALL @ STEP 2x STUDS @ 16" O/C 00 �s INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT /' \ APPLICATION 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. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. @ K.O. BLOCK SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR —� PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR _ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ks1 _ D (GRADE 60 MIN. Fy= 60ksi] FINISH GRADE °O 25" MIN. LAP [30" MIN. LAP] 6 MIL VAPOR BARRIER - I i' ° -1: 1 = I - D R 1 7/8" I T #5 REINFORCING BAR —� rl ..• D • 1 � _ -II �i- 1 - #5 LAP SPLICE COMP. SOIL. (COMPACTED TO D _ , I 95% MODIFIED PROCTOR ASTM I �1T�1 I r (' D1557) r i� 1-11 s 1 i'i'1 rl= 4" 1'-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2 HOLD GYP, BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALANT ° INTERIOR 4.a. -3 1/2" '• ° • •.. '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- M 6 MIL VAPOR - �1 - BARRIER—1 l I Ill 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE � D w i=1 LI—III—III '11I— { 0.. #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN FOR TRUSS AT 24" O.C. MAX. SEE PLAN FOR • X CONNECTION INFO TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN 00 (2) HTS20 FOR STRUCTURAL r 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 0 SCHEDULE a w 6x6 P.T. #2 SYP �W ABU66 co -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 E M FILLED SOLID (SEE PLAN FOR 6 x 6 W1 A x W1.4 N SIZE AND REINFORCEMENT) WWF OR FIBERMESH BRICK PAVERS or SLAB PER 0'-0" FIN. FLR.� COMMUNITY SPECS I I f� 1 i f=�Ti=i I 1Tf ITI� .. A (2) #5 CONT. =111 I I I ON 3" CHAIRS (TYP) 8" 1 4„ 1 /2"(min.)- 4" CC S3 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <- 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-611 . 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 WWF OR FIBERMESH r III III_III=III T r TYPICAL INTERIOR BEARING WALL W/ UPLIFT(*"G SCALE: 3/4"=V-0" S3 VARIES 1 1/2" RECESS FOR r6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) I WWF OR FIBERMESH SEE A/S3/J/S6 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP &RECESS an S.G.D. rM SCALE:3/4"=1'-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -� EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. r ' 00 GRADE _ 4 ° M - a _a W— ;III=III 1=1II�II1=III-1' Z w oa. 1=1 1=1 —III—III—III—III LU 0 0 _ I�IIIIIIII • .� • a. z_ Q C) I -I I 1 d 1=1 =1 1=1 1=1 1=1 I =1 1=1 w -III I —I —I I —I —III —I I —I 1= FOOTING Il,; llliilllliilllli�llll ,ll -III=III BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 a� w�*`�aakZdlllllfAr Wv °• F L U O; �0 \ f11Ff%C@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. 5 It E aco oe5 3 N 0 MMrn co N CV a) N LJl_ LL r 0 M - ) ww =LL�- LL LL o a M a U y rN, > C� o a W z CLL Y �Cn� 0 ° Wm0o W�°)� w •� 0�¢ = 2 Emrn 0 0. g z LL qZz C14 z 60 5 z H _ °0 ❑❑❑❑ W z � o z Z o CL N N M z (D o LL , 0 C",g W n v Q O -DN N c E 2 ° � MI= U Um W m ` E 0 8 o .. v o r_ o w M coJ z 29 Z � Q E uco rc w� �o LL w Za ZO oa — cDO as 0O U ra B Sao ww � C U "m o OLL Z —I 6W N co iv oa g0 a <� F� az w� =3 Or >° o CD a F �N .o = ` > d' J ^L1CC W �> 1 O o Q C U 'O0 m o i- O N r o 0O Ln r N r E m M r r" d Z Z O ih CV 2CU d U Q p 3 30B NO: 20-1133 SCALE : AS NOTED SHEET NO. S3 (MONO) m rn M a' 0 J i" 0 m L m M 0 J i 2 / 3 tl- 0 i C O- H w E 0 x 19 LZ E2 U O U N U 0 o_ 5 :a a L z y I Y i 0 U J M 0 hs v 0 6 a N 0 0 W 0 m 0 (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 VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA, EXTENSION 1/2' GYPSUM BOARD 7 5/8" 8" 7 5/81, 8" 7 5/81, 8" CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 2x DEAD WOOD @ MID FOR CLEAN -OUT @ 8" O.C. OR 4d DRYWALL NAILS 1011 ❑ ❑ POINT w/ (3)12d SOLID AREAS ARE DOUBLE 2x TOP TONEAILS SPACED EVENLY MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ PLATE WALL IS 1 1/2" MAXIMUM SOLID AREAS ARE STEEL AND GROUT 12 (TYP.) SEE ELEV. HEADER FLUSH TO OUTSIDE OPTION INTERIOR FULL 8x8x16 BLOCK SIMPSON SP2 w/ (12)10d WA EXTENSION FROM EXTERIOR LL ❑ ❑ NAILS AT EACH STUD FACE OF BLOCK WALL IS 21/4" TO DRAIN C- DOOR OPENING IF=_1 DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d IL 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL ri SCALE: N.T.S. SL) 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 Lj BLOCKING @ MID POINT EVERY OTHER ,____-2x STUD W/ (3)10d NAILS ++ CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD 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 SCALE: N.T.S. 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 ❑ ❑ ❑ COMMON WIRE NAILS @ 4" O/C EXTERIOR BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) WALL CLEAN -OUT rA WALL ❑ ❑ ❑ 0/C FIELD SCALE: N.T.S. S4 ❑ ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP 1 ST COARSE 2ND COARSE 3RD COARSE CARRIER/GIRDER TRUSS REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11"DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. 14� SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MOISTURE BARRIER 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/ GROUT MAIN SPAN UPLIFTRUSS FTCONNECTOR (SEE SCHEDULE) TYPICAL SECTION THRU WINDOW g S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 4 ° O d d a d d d g STD. 90 HOOK 811 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: 1❑ FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 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 411 FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J J 0 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.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR-----, GARAGE DOOR ROLLER CONNECTION ASSEMBLY .." GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. ° SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK POURED CONCRETE BASE FOR BOTTOM OFMOUNTING B 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. 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" ---- O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 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. SCALE: N.T.S. 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 VVVI \ 11 \(lVl\ 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 (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"x10" OR GREATER HEADER T (2) 2x HEADER SEE PLAN 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. SLI GE SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 4 dQ d - PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 • SPLICE NAILS TOTAL) EA. SIDE OF . 48,SPLICE STAGGERED ATTACH ALL J EXTERIOR STUDS W/ (4) 16d TOENAILS TO 7UP 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. �+4 F= 2240 LBS J SIMPSON C SIMPSON SP4 SP2 P.T. ATE a TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 / SP4 INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 LBLOCKING USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END w U rg � 2x TOP PLATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" `' O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) ° • DTT2Z wl (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 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT 9 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE N SCALE: NTS S4 SIMPSON SP4 �2X TOP PLATE OVERLAPPING -10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE a 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 ROOF TRUSS ABOVE /- 2X BLOCKING �-(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY • K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 7-0" O.C. C MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING ❑ o o 1BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOWol MAX. (MIN. (2) PER BOTTOM a 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O,C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY KR SCALE: N.T.S. S4 ;�'�°• �, ®W• �j • e: o + J Ir-� . e C� �O <: To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 3 W r Q N (p W N # tm N Co N U_ LL (n , 0 0 a)Mm J J UL LLI 5U- U_LLaa di a W 6 1 w w ai m LL a CL Z are°' O I W w C N z m m g E� rn < 0 . W Z IL o a t N Q M Z Q O U H � z 0 ❑❑❑❑ W M M N O _ Co Co z � � Q — J (h � N U) N M Z a o Cz a)- u- (n Y w a o �� IT E �Ln 23 o MIN1— U 0° N 12 E o S 1 y!e ' I !� ji U o' �' Q 8 • o � J w Cl) o Z c Eo C, O sLL z z® oa m (Q o E 20 U X U a'o ?o 0 &z N ¢o ¢U a r� L (Q Cn ^ 0Y U Nm m� O I Z co Q) QW �z u� 3 a o z a� 8< a w U ado �k a wco >° Ij o z¢ a �3 = 0 CN = ` > d' J L rn r0 ^' W � c� co > � C) Q � o to 0° 2 C) V ■� T J ON T T .�■. I� O N T ui O CV)vi r t cM o m Z E O N - cc a E c°� ¢ o C JOB NO : 20-1133 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAMV W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & 1 /4"X2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2) 16d NAILS NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SHEATHING DETAIL 2"x4" OUTLOOKER 7SEE STRUCTURAL NOTES AND TOP CHORD @ 24" O.C. NAILING SCHEDULE FOR BLOCKING FOR :• SHEATHING DETAIL FIRST FOUR SIMPSON H1OA w/ (18) BACKNAIL w/ (2) 16d NAILS 10d x 1 12" AT EA . 2"x4" SEE STRUCTURAL NOTES - 1Od x 1 1 "A OUTLOOKER AND NAILING SCHEDULE 1 @ 24" O.C. FOR SHEATHING DETAIL ROWS OF 45° ± 24 MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)1 Od 3" EDGES OF 2x4 CRA BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO ° 48" O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB @ 8'-0" 0/C. EXTEND AT LEAST 90 /o OF MAX. & (2)1Od 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 r/ EACH JOINT W/ (2) 10d FROM LEDGER TO 7/16" OSB SHEATHING & (2)10d TOE NAILS @ •' BLOCKING ATTACHED W/ 1 Od 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" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED 10d NAILS 6" O.C. "T" INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12" O.C. FIELD 2x4 ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH 1" BRACE HERE @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-O" INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 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) 1 Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 1 2 1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE BACKNAIL W/ (2) 16d NAILS REFER TO DETAIL J ON SHEET 55 FOR f r SEE STRUCTURAL X-BRACING, AND TOP CV f M M NOTES AND NAILING CHORD BLOCKING N SCHEDULE FOR INFORMATION Co °° SHEATHING DETAIL 1 1 ' 1/ 2"x4" CROSS BRACE WOOD TRUSSES ;° 00 APPROX. 8" FROM RIDGE FASTENED AT 2X4 RAT RUN BRACING 1 1 2 EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 1 ]12" 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS ^ ATTACHED W/ 2 -16d �j 2x4 PANEL BLOCKINGl_JI 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" 0/C FOR THE FIRST (4) ROWS OF 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. 0/C w/ (2) 16d (D = 0.148 , L = 3) OR EQUAL (D - 0.207 , L = 41/2') OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6)1 Od x 1 Od x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SEE STRUCTURAL NOTES — SP8 FOR 2x8 WALL) AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE TOP CORD BLOCKING FOR FIRST FOUR ROWS 4 MAX. ELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2)1 Od & (2)1 Od EACH JOINT W/ (2) TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END ' ' SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2)16d NAILS BOTTOM ATTACHED 2x4 PANEL BLOCKING @ 48" 2x BLOCKING W/ (2)16d TOENAILS O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2x4 "T" ON TOP OF PANEL SIMPSON 1­110A W (18) 1Od x 1 12" AT EA.� OUTLOOKER (2)16d 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ " MAX. EDGES OF SHEATHING TYP. -1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) r-GABLE TRUSS r 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGAI OKT w/ (4)1/4"xl 1/2" —� EA. END TYP. TOP & BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" BOTTOM ATTACHED w/ (2) 1063" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12) 10d 16d TOENAILS 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE NAILS AT EACH STUD CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. 55 SIMPSON H10A w/ (18) 1 Od x 1 12" AT EA. 2x4 OUTLOOKER OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2)16d NAILS OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 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-j OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH I— 2x4 BLOCKING W/ 10dx3" @ 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 [� B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION("9 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" O.C. W/ (2) 1 Od PER JOINT 1INIMUM 2x OVERLAP TRUSS BRACING 'ROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES SEE PLAN FOR WOOD TRUSSES OCATIONS) 1 Odx3" O/C @ 2"x4" TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS 12- MAX JOINT t- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL 12 6.9 MAX., SCALE: N.T.S. ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 `CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. `-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) a 8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) \-BRACING w/ (3) 1Od x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN.NON -LOAD BEARING LOCATION (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.) "L" BRACE 2"4" (U.N.O.) "L" BRACE 24" 0'0" - T-O" 3'-0" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 11'-0" MAX. p d 9 Y CORNERJACK U w Z W 0 HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB —� SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. LU ---- — — — — LU 0 o O r W O w Q o O o x 2 O :;t 0 � w O o T w NOTE: 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 0 �AsE •'" (0 �. _ <�Q,p�� • �EI O��.�• •� "� 4 T OFESS10 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W `" CID ID _N a CO. tor (p N O O O c)) V M N N co J . 'n aN0 L.L LL O YMm N �LLNV L LLaa N M W o1 c aax0 >�LL 0 E Q Z IL �W o UdML) 04 ❑02T ❑m❑.°C ❑a M z � z a) Q CZ N m o �-J 4"J t!) 0 `/TVS W p d n Q) Ow V) r:!� E o �� 2 o r- c� m W r-- o g ! c� o05 CO 0 — Cf sm o z M z O ZZ Q _j Z O O QE C OU �0 2® ❑a I- O E Ro 06 a 0o 0� a z N rU z wo a=mo �w Cn C - C =r oLL �W ',S N o. ° U iz 3 9 w a m w W v<0 �LL =H � o a� >x CIDo¢ d' za a �r o3 �N ,o = J bi Al W m 0 co L O Q C O T O M O I� CD N r bi T T O Ch ` O m : co CV Z z o E (0 E N ai m` c a 0 _j ¢ o -1 JOB NO: 20-1133 SCALE : AS NOTED SHEET NO. S5 ix4 1/2" DRYWALL DOOR JAMB (REFER 1x4 112" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION ♦ DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT MAX. 8 DO NOT DO THIS PROPER INSTALLATION 2"x BOT. PLATE W/ (2)10d @ 6" O.C.APPROVAL APPROVAL FOR CONN. FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1x4 P.T. 3-1/4" LONG X 3/16"0 FURRING 3/16"0 X 3" LONG FURRING � " (2) ROWS 3/16 x 3-1/2 FURRING #5 REBAR ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS TAPCON @ 16" O.C. & 4"LL,2X8 STAGGERED @ 16° (TYP) ` ' BLOCK@ SPACING " 1 DETAIL 1x8 P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS 3 �� DETAIL STD. 90^ ` STD. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @TOP & JOIST TTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL BOTH SOLID ELDLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB TAP x 3 -1/2" TAPCON @ 16 1x4 P.T. DOOR JAMB (REFER TO PRODUCT LJIL METAL SEAT PLATE O.C. & 4" FROM I DOOR JAMB (REFER 1!2"DRYWALL TE: DOOR JAMB (REFER EACH END W/ MIN. APPROVAL FOR CONN. TO PRODUCT 1x4 P SHEATHING TO ND TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" OIST TYPICAL APPROVAL FOR CONN. x 3-112" TAPCON @ 16" (2) ROWS 3/16 x 3-1/2 O.C. & 4" FROM EACH 1x4 — -J TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ FURRING + ' _2' NOTC @ FIRST COURSE\—SIMPSON HGAMIOKTA @ 12" O.C. GA SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ` INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL +5^ NOTCH WEB AT THE '' FIRST 2 COURSES ` BLOCK 7. ------------ _1 ♦ 1 BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER --[I FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A =1610 # FOR 2 STRAPS FILL COURSES CO R ES EMBEDMENT INTO BLK,) 1//4" MAX soLlIst 2-0 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 8' 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 21/4" TITEN (IF TRUSS _ IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION r '. 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 RECORD FOR • SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. I ° FURTHER INSTRUCTIONS. BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERRAN .�.' �. ° �' CONNECT W/ 8d NAILS BRACE/ BLKG. .� N.T.S. ;. x4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHORffl\\_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 WI 3 #6 X 4'%" WOOD ) () * DOUBLE 2X4 SCAB FOR Z-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 ARCH DETAIL 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ X °�FRy TO TRUSS TOP CHORD qN MIN. 4" EMBEDMENT AT 16" O.C. CF N 1'-0" 5r-0'1 SCALE: N.T.S. SS 12 + + OTN PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + + INISH FL0 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.) 4 2'-0" 8 PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + SOFFIT ° • ° >.. #5 BAR ' BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) 12d NAILS SIMPSON + + gip• 10" A ? ° ° W/ ° 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP r ®s r,� 9 H N TOP o > ° ' , KNOCKOUT / cv 8d NAILS EACH TRUSS p B • _� I I •° 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/ e� CONNECTOR �• d MONO FOOTING _ ,a e.. . s A. (3) SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SEE LINTEL SCHED. 7'2 AND SECTION DETAILS -I LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2X4 CLEAN FILL ° ° ' x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT .s z DIRT 6 TO BE INSTALLED JPRECAST BUILT UP PLWD. BUCK- 4'-0" MAX SEE PLAN LINTEL ° °ffTANDARD SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION s HOOK N #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4%2' WOOD FOR OVER HANG FILLED CELL • �' • �'- • �'' ' • �' ' 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") . _ �. • .� . e • �� INSTALL WDW SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" •; ,i �• \ f s• 7 ♦ �i s• ♦ �i �• \ �� se ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. Sk PER INSTALLATION DETAILS B-g ARCH DETAIL K SECTION @ ENTRY L SECTION @ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS MONO TO STEMWALL FOOTING 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 PER ANCHOR 9 ga. PANEL ) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD "SET" z #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" EPDXIED SIMPSON O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6'_0 F F N. EPDXY MIN. 6" EMBEDMENT & � 2 FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE ) EXPANSION STRIP 3" MIN. EDGE DISTANCE wo NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° v THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o p' p w a A REINFORCING AS FOLLOWS: SEALANT —r T ¢ 11 °- 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. p g (_ I —�' L �- _ #5x6' EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ p p g EXISTING FOOTING (2) #5x6' IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL I I�I I _ = r cn FILLED CELL SMOOTH. DO NO FURROW. F PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT ° p I �I (�. I' j j�r' ` N /4nx5" MIN. HOLE 3 DRILL H E FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP GRADE p. p'' °. SET BAR IN EPDXY ? O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE _ ° 04 REMAIN FREE OF MORTAR. NOTE: `' z_ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r g • p TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° \ a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (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 I) 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" = V-0" FOR WIND SPEEDS UP TO 110 MPH", PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. e�_ Sri°��` �.:Iltadaaaaa�r ;a .� 0 W N e. C° NT o F]9� C '• ' �#•• •a•a L ® 0 f- 1r .e �'°OFESS\DAP,\N\`N ¢"f!1I I 114110�\ 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. k• �o 'n � (', c0 ®M 0 0 0 C77 N N C c0 N J � N LL LL .�..M�.p '� LJL J Z w W LL LL a d Q N C', ; mLL Law w LL z �� Y 0o W @ ado m 0 MW m o 0 W �, E rn d n o o a h z :9 N O N< C) z U O. J z ° (313I]0❑ w N z o z o J ti N 13 N M z Cz _ LL •0 C"' 0 W � o Q (Ji �N w c o o ws � � U 00 w rn � r— T E O $ �.. ; I' = U o • OM S m o �Z w M 0 0 � < � J Q E E Z as } N < � z® CU �° — E O x� a� 0 O� oa z o Q0 dz � C o 0 Y U m� o Z w a� N J 10 m < sm � UO�U o Q > y> �20 a z NF ~ir U CD oz J 3 IIIIIIIIIII� CD(� wF 0 io a1 d =a .N CV � >� L 4i rn W C13 0 .� r%, C) LL 00 O F 2 r- T CD Lo o N ai w O T T M \ o z M E m a E v ¢ o JOB NO: 20-1133 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY B FRAMED RIDGE 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. 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. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS YY/ L- I vu `W "rl l 1 I I AV v v "V 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 ITT IT[ 14 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 — w CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� -'--/--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. �A TRUSS USSES (2) 12D NAILS --y AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL r2 SCALE: NTS HIP G.T (2) 2x8 #2 SYP w) O.S.B. FLITCH Pl 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 a@ RAISED ENTRY MASONRY WALL 4 SCALE: NTS SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS SEE PLANL. #2 SPF 48" O.C. W/ 4 CENTERED AT SIMPSON HUC410 w/ (14) FOR CANT. () SPLIT TO TIE 16d INTO HEADER & (6) 10d TOP & BOTTOM 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 .k 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 a@ INTERIOR BEARING 3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OL VARIES _ ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS SPF TOP INFORMATION. BOTTOM CHORD PLATE OILVARIES 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 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 g SCALE:NTS SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. & ADDITIONAL INFO. -- SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SCHEDULE/PLAN M OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT rA SEE ROOF PLAN111-'_� FOR BEAM SIZE & SCALE: 3/4"=1'-0" CONNECTION INFO. BM. SPLICE OVER CL� CENTER OF POST A A SEE PLAN FOR SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE PLAN FOR CANTILEVER IF SEE FLOOR PLAN FOR INDICATED COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) 0. 0 CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" 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 22 SCALE:NTS SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABL 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. �• MASONRY WALL BELOW: SIMPSON aa. 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 rj_2� SCALE: NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL a@ ENTRY FRONT WALL 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3) 10d SCALE:NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. • 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 4 1/2" 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 9 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 DETAILS &SECTIONS .•"fir. 0 �•� ��' `a0 c, O CS e-A F E S S `0'06 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. FN. c O t N '0 Wto r VW' v C N N N LL z, ® d M. 41 'NCi J x W W �- Q � a) 33 as ul�Y Z �U)rn 0 � o Z c�o moo NaMz° <0 z Z N O � o � gN Q IZ N Q) a--+ v, ,,J 0 � n y V Ow � /U �- - g N �o U 00 o> w E�2 8 o s o I� �,4 0 soo O GO � w cozo Z J LL Q E O E z o w= > N Z <� o Z® U Q= rd XO 0Q Do O 0 CD EO CV ¢z o ¢ ww L _ - o or No .0 oLL z 'Z z en . 2Z a �w U 3 its =0 x oWff=3 w� Or > o V z¢ a O3 C �N = ^L1cc W .MM> I� M LJ.. 0 CD c r O ■� J N T 1 T 0 LO T i r.' O N r CDr r aD m CM r CN o Z Z E 0 in C a E U � a Q p JOB NO: 20-1133 SCALE : AS NOTED SHEET NO. D1 7i ao m aci 2 O` J 03 I N i m rn c -�v r) 0 1 O J C) i c v i 3 C Q N N v a E F�- CID E 0 C N J Cn CV t7 U v O UI y a o.- v a L z N I Y i 0 U J a) LZ O O C N a 0 a N 0 N N .+ 0 ul 40 40 m 0 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE TEMPORARILY SECURE BARRIER WINDOW UNIT FLASHING REQUIREMENTS WEATHER DOOR ROUGH OPENING SLOPE 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 JJJIII TAPE EXTERIOR SELF -ADHERED FLASHING3/4"-1" BEAD OF CONSTR. (O.6 Cm : 30.5 Cm) flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is intended to 3 SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING resist liquid water that has penetrated behind the exterior covering from further intruding Into the exterior wall assembly. An exterior wall covering OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN q p g g y g WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND EXTERIOR is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive (ASSEMBLED WINDOW) OR EQUAL WEATHER PROOF CAULKING 2 CEMT. FIN. barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and 2 OWEATHER SELF -ADHERED FLASHING BUILDING PAPER embellishments such as cornices, soffits, and fascias. ' RESISITIVE 2 BARRIER SEAL TOPS OF JOISTS `, 1 WIRE LATH UNDER DECKING SUBFLOOR R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other SELF -ADHERED FLASHING (SEE DETAIL WP07)all approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches HEAD FLASHING TIE-IN INSTRUXTIONS: (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a 1. cut, fold up &temporarily secure weather resistive RIM JOIST manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under 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 AND WATERPROOFING METHODS TO weather resistive barrier water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be 3. Fold weather resistive barrier back over headp q Y p p Y BE USED. flashing and seal with tape 2 2 Q installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. Scale: NTS im SELF -ADHERED FLASHING P pp g q gSELF-ADHERED FLASHING SELF -ADHERED FLASHING Exce tion: Where the water -resistive barrier that is a lied over wood -based sheathin has a water resistance a ual to or rester than FLANGED WINDOW EXTERIOR DOOR WITH DECK - SECTION A To CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT 3l4"-1" BEAD OF CONSTR. NEEDED IN CORNERS ADHESIVE EXTERIOR SHEATHING INSTALL SELF -ADHERED ASPHALT ADHESIVE R703.4 Flashing. Approved g pp g p entry y J1 ADHESIVE TO BE APPLIED UNDER FLASHING JAMB &HEAD THROUGH SELF -ADHERED g. pp oved corrosion -resistant flashing shall be applied shingle -fashion in a manner to revert ent of water into the wall cavity THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) REFER TO TECHNICAL SCORED 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the LETTER ON CHEMICAL f1 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 ° ° of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: SELF -ADHERED FLASHING SELF -ADHERED FLASHING, ��o (BEFORE FOLDING, SCORE PAPER EXTEND A MINIMUM 6" RELEASEADHESIVE AS SOH WN)SE 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish o VERTICALLY FROM or to the water -resistive barrier complyingwith Section 703.2 for subsequent drainage. Mechanically attached flexible flashin s shall BOTTOM OF q 9 Y 9 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: SECTION -A (SEE DETAIL WP02) 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details SELF -ADHERED FLASHING are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. SELF -ADHERED FLASHING `` 5 1.2. In accordance with the flashing design or method of a registered design professional. NAILING FLANGE 1 4 1.3. In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. DO NOT FLASH OVER 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 BOUNDER DECKING TTM NAILING 8 (SEE DETAIL W 07) 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 CORNER FLASHING , • 4. Continuously above all projecting wood trim. HALF ROUND WINDOW I EXTERIOR DOOR WITH DECKINSIDE 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. ruraOnnvu rILMOn1111U Q) SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING I 2xFRAMEWALL 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 Rinstructionsin each detail that corresponds to the numbered items in the list 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 TILE FINISH- 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN 0 SELF-ADHER T 4" PER PLAN V-0" PER PLAN SHOWER SEAT F SELF -ADHERED FLASHING OUTSIDE CORNER Q W U) m Q SELF -ADHERED FLASHING PATCH ,HERED FLASHING Z g LU d PLASTER STOP = W CONTINUOUS BACKER 0 ROD & SEALANT W W (Y w � ° A 1 2 4 5 FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS 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 0 DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH -l^\ PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS \STER STOP A NTINUOUS BACKER ROD EALANT MENTITIOUS 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 O N O N N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W O �E o E OD opt S2 N N Q 000 m N N C •r cD u J 0 N� LL C) u- LL 0 a N y M Z W Z ��°' Z0� m W °�9 C: C14 m ° Earn � o CL Z v N 0 NQaoZ C o= U Z U F ❑i1El❑ W M � N z � o z � QN � a z J M d N WLI) z 0 0 ` T Y fB w n n Q U to N � i Z s,wm v O = I'I 0 N Q O o M JZ W M M o Z ¢ � J LL N E Q- O zo o� w = Zo z© E L) co �z 0 00 0 O E C).o L p So a Z 1Z ra CJO - C:zF z r wm m`z IS O >z C')�z N a 3 o< wLL ao 1w ¢O r h~ � CD az w ;� =3 ao C0 co rf ~OK zl¢ 10F O 3 0 04 = > a� M ^L W 0 LL. CM .-. Csir 00 2 a d- O •- 04 r O o N Lo e- 00 r w O M T `' CM 1 6 Z Z S E O c1 a _@ d E U Q p -� JOB NO: 20-1133 SCALE : AS NOTED SHEET NO. W P _4 -0 N 1 _.-z^.,-v. `- -n r4`,'"-. , .s.§ x _&, . --- A3 _ _.. vaK r :,'�,.' ,». .::- w. .:. r`fl.: ,. ,°+a a, ..: «. ;'M'z ,e*,..*d. ..a, # .'. .4 .a.. .: X ... .. . , .�yYw. :.-::a - "ki�:'r...,o.�.£", . e",m „ , St. Y .... � �. � .. : 3.. v FL17244.1 ESR-3455 12/31/2020 A23 FL17232.3 ESR-3445 12t3112i& HU210-2 m, 3,,.? =-r:'.,,- a 'sr,?', x Ta b$',y,� _ v z. _ .. � w� r . a .... -m e ,. .z N � az FL10446.2 ESR-2606 FL10856.4 ESR-2549 - =3'" - ._,.? #� 12/31/2020 _ _ . 12/3112020 12/31/2020 12/31t2020 12/31/2020 12/3112020 12/31/2020 12131/2020 12/3l/2020 ___-_._....... 12/3112020 12/31/2020 12/31/2020 12t3l/2020 12/31/2020 12131/2020 12/3112020 �T 'PPR VA SPECIFICATION N SHEET 20�$ 12 PRODUCT A L c y � . _ _ AS required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying fora � - W L (u Q O 0 (� •- }/ Cl) CU CU -I--� _l Cll U t/) O 0 O CDLO O I►- - •O LL - co- - �+-TJ � Co O � •- O C) (U Ill -ill Q Co I- -0 •c (n Q ,99AW_�MmffHD210-2 T f_ JJailliffI I f , =, M! Mounting � kem (1 G � + � _121, T+1Lf�2)(J.;ll( IT' _ ,� 1 ors 8 Ala 11L ) HD212-2 FL17232.3 ESR-3445 12/31/2020 HU212-2 FL10856.4 ESR2549 HD216 FL17232.3 ESR-3445 12/312020 HU218 FL10856.5 ESR-2549 Hd216-3 FL17232.3 ESR-3445 12i3U2020 HU216-3 FL10856.1 ESR-2549 Cate O l5ubcate dry Manufacturer Product Description provaI Numbers) Test Pressures Ex . Date HD26 FL17232.2 ESR-3445 12/31/2020 HU26 FL10856.3 ESR-2549 1. EXTERIOR DOORS HD28-2 FL17232.3 ESR-3445 12/31/2020 HU28 2 FL1485&4 ESR-2549 A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2021 HD410 ..._..__ .. _._._. _ _ ._ ...... Hd412 .._........._ .... .... HD610 ..........._--.__._ _ .. _ _ ....... HD©410 FL17232 4 ......... ......._-- FL17232 4 FLU_ 32 4 .I......... ...... .....-_-__ FL17241.7 ESR 3445 _.__.___-_.. ..... ._._-»__ ...._ _ _ ....... _........., ESR 3445 __ _ ....._. ......___ ........ -..... ESR 3445 _._._ _ ......_ . _ .: ....... .......... ..._ ESR-3444 12/31/2020 .. .- 12/31/2020 _....._.......-. 12/3112020 12/31/2020 HU410 HU412 HU610 HUCQ410 FL10856.9 FL10856.9 FL10856.10 FL11468.11 ESR-2549 ESR-2549 ESR-2549 SIM200804 ThermaTru _ _ Firber Classic and Smooth -Star (NON IMPACT) FL20461.6 + 7 67.0/-6 .0 psf 31/ 0 12J 2 21 ThermaTru Firber-Classic and SmoothStar NON-IMPAC ( � FI20461.9 +67.0/-67.0 f �' 12/31/2021 ThermaTru Firber-Classic and SmoothStar NON-IMPAC ( FL20461.14 +67.01-67.0 sf p 12/31/2021 HGA10 FL17699-1 Evaluation Report 12/31/2020 HGAIQKT FL11470.4 SIM200803 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf 12/31/2021 HGAM10 FL17699.1 Evaluation Report 12/31/2020 HGAM10KT FL11470.4 SIM200803 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf 12/31/2021 HHCP2 FL17236.7 ESR-3448 12/31/2020 HCP2 FL10447.2 ESR-2551 ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf 12/31/2021 HTA16 FL17686.4 Evaluation Report 12/31/2020 HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.4 Evaluation Report 12/31/2020 HETA20 FL11473.5 SIM200802 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2020 silite �4mho .. ule ' tfa I 3 96), -I 12131/2020 12/31/2020 ..... __ 12/31/2020 _ ._.-_ _..__ 121311202o 12/3112020 HTT16 HTT45 __...._. ............. _ ........ HTW16 _......_ ........ HTiN20 FL173242 A FL17324.2 ..._........ _. _. -_ __ ____..... ....._ FL17244.8 .._..... __ __ ..-__ -. FL17244.8 Evaluation Report Evaluation Report ......... _ ...-. ................ _._-........ .... _ .......... _. ___..... ESR-3455 --- ____ ...... ..........._ ._. __.... _ ....... ..._. ESR-3455 12/31/2020 12/31/2020 _ ........_..----- 12/31/2020 __. 12/31/2020 HTT16 HTT22 HTS16 HTS20 FL11496.1 FL11496.1 FL10456.22 FL10456,23 ES-0130 ES ESR-2613 ESR-2613 PGT Series 5570 FL251,10 411412021 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 + 30.0lS20 psf 5/21/2028 Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf 5/21/2028 HTW24 FL17244.8 ESR-3455 12131/20201 HTS24 FL10456.24 ESR-2613 Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/42.0 psf 5/21/2028 a tl.I ' T 12J31/2020 12/3112020 HTW30 FL17244.8 ESR-3455 12/31/2020 HTS30 FL10456.26 ESR-2613 Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279,102 +37.0/-41.0 psf 5/21/2028 HTWM16 FL6223.2 Evaluation Report 12/31/2020 HTSM16 FL11473.11 SIM200802 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 (T,�' 0 T L � , W - • '" -1 � ' `" _ 1 y: I�t firms 12131/2Q20 12/31/2020 12131/2020 12131/2020 - ........ ........ 12/31/2020 12/31/2020 12/3112020 4 HTWM20 FL6223.2 Evaluation Report 12/31/2020 HTSM20 FLi 1473.11 SiM200$02 HUGT2 FL6223.3 Evaluation Report 12I31/2020 HGT2 FL10456.18 ESR-2613 2. WINDOWS HUGT3 FL6223.3 Evaluation Report 12f31t2020 HGT3 FL10456.19 ESR-2613 A SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf 1018/2023 HUS210 2 _.-..... ......... ......... HUS212-2 HUS26 FL17232 6 .....- - . ........ . _........... FL17232 6 FL17232.6 ESR 3445 .......... _ ._.... - ._..... _..- _...._ _-_ , _ __. __ _......-. ESR 3445 ESR-3445 12/31/2020 _.._..._ ....--.. 12131/2020 12/31/2020 HUS210-2 HUS212-2 HUS26 FL10856-R4 FL10856.11 FL10856.11 ESR-2549 ESR-2549 ESR-2549 PGT Series 5500 FL239.7 7130/2020 B- HORIZONTAL SLIDER Ml Windows and Doors Senes 188 FL15351.1 +40:0150.0 psf 2J1612024 HUS28 FL17232.6 ESR-3445 12/3112020 HUS28 FL10856.11 ESR-2549 C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf 4/3/2023 �r l A/C Urmt ktom Ede -Hun nt v 12131/2020 12/31/2020 12/31/2020 12/31/2020 12131/2020 HUS28-2 FL17232.6 ESR-3445 12/31/2020 HUS28.2 FL10856.11 ESR-2549 PGT Series 5620 FL243.9 4/30/2020 JL24 FL17232.7 ESR-3445 12/31/2020 LU24 FL10655.103 ESR-2549 D. MULLION MlWindows and Doors Series 5764 FL15353.2 NIA 12/31/2020 JL26 FL17232.7 ESR-3445 12/31/2020 LU26 FL10655.104 ESR-2549 PGT Series 5500 FL261.1 N/A 5/26/2021 JUS210-2 FL17232.11 ESR-3445 12/31/2020 WS210.2 FL10655.107 ESR-2549 E. OTHER JUS24 FL17232.10 ESR-3445 12/31/2020 WS24 FL10655.109 ESR-2549 .- _. A, It1in, ''�` WashersJUS28 Floe l ." pp i - {G C Ifill be,cat to W) 12/31/2020 _... _,... ,........ 121 1/2020 3 __, _ ._ _..._._... 12131/2020 12/31/2020 1213112020 12/31/2020 JUS26 JU3262 FL1723211 FL1723211 FL17232.11 ESR3445 _..._ :........ _._ ., ESR3445 ........ .. ESR-3445 12/3112020 _..- ,. _.. ....:... 12/31/2020 __ ­...... ........ 12/31/2020 WS26 - LUS262 WS28 FL10655.111 FL40655.112 FL10655.113 ESR-2549 _ ES 2 9 R 54 ESR-2549 3. PANEL WALL A. SIDING _._.__.. _...__._.:_.,.._._.-_,_.__... ,..__.._._._ James Hartle BuildingProd. __.w _._-.-_...._ _.___,__..._ w_-__.-._-__.. _ _.._--W __,_ ____. Cem lank La Sidingand HardiePlank Lap Siding p p _._-.___. ._-.__..,._.._ ......__., FL13192.1 - FL13192.2 N/A 1213112020 JUS46 FL17232.11 ESR-3445 12/3112020 LUS46 FL10655.118 ESR-2549 B. SOFFITS Alside Solid and Vented Sofit FL15272.1 - FL152722 +70.fl1-70.0 psf 12J31/2020 KLEG3 FL17241.15 ESR-3444 12/31/2020 1 FG3 FL10667.71 ESR-2615 C. OTHER KST260 FL17244.15 ESR-3455 12131/2020 MST60 FL10852.7 ESR-2105 t Left ,, t ( U . d • . , If- 1 rT- . �Ti�CI I i[5 Back 'Cross Sa1Ppt�rt Into I .Q� . 0m Sidi • " lical'= 3 th (tie l6� hur ica v 12/31/2020 12/31/2020 12t3112020 12/31/2020 . - 12t31/2020 . /20 __: 1213112020 12/31/2020 12J31/2020 LSTA12 FL17244A8 ESR-3455 12/3112020 LSTA12 FL10852.4 ESR-2105 . 4. ROOFING PRODUCTS LSTA15 FL17244.18 ESR-3455 12t3112020 LSTA15 FL10852.4 ESR-2105 A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 LSTA18 FL17244.18 ESR-3455 12/31/2020 LSTA18 FL10852.4 ESR-2105 B. UNDERLAYMENTS Tamko 151b Felt Undena ment y FL12328.6 N/A 14J18/2021 LSTA24 _.._ ---_._... .... LSTA30 ......_. . __------.... _,- .... LSTA36 ......... .._...... LTS19 FL17244 98 .......... .....-.._ FL17244.1$ ............ ........ ........- FL17244 18 .._..... ................____.._. FL17219.2 ESR 3455 _....__ ..:.......... .._............ ........... ....._.. ........ ESR-3455 ..-.....__ ._.._... _-..__-_ .............. ....: ..... ..... ESR 3455 _ ._ ....... _..._ ER-0200 12/31/2020 ......._. ....... 12/31/2Q20 ........ _..,.... 12/31/2020 12/31/2020 LSTA24 LSTA30 LSTA36 LTT19 FL10862.4 FL10852.4 FL10852.5 FL11496.3 ESR-2105 ESR2105 ESR-2105 ER-130 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Coen P Off Rid Vents FL16918.1 FL16918.4 _1J NIA 9/9/2026 Florida Metal. Products, Inc Vent RV10 FL21580.3 N/A 12/31/2020 LTS20B FL17219.2 ER-0200 12/31/2020 LTT20B FL11496.3 ER-130 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A 7/10/2021 .,. ^ilrow LTT131 FL17219.2 ER-0200 12/3112020 LTTI31 FL11496.3 ER-130 12/31/2020 12/31/2020 12131t2020 12131/2020 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2020 LTW12 FL17244.8 ESR-3455 12/31/2020 LTS12 FL10456.29 ESR-2613 Boral Tile Saxony 900 FL7849.16 - FL784920 N/A 12/31/2020 LUGT2 FL17240.2 ESR-3447 12131/2020 LGT2 FL11470.7 SIM200803 F. METAL ROOF Gulf Coast Supply& Manufacturing, ILL 0.032" Aluminum GuIlLok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 MP3 FL17244.22 ESR-3455 12/31/2020 LS30 FL10446.15 ESR-2606 12J31/2020 -- -- 12/31/2020 .. MP34 MP4F M. FL17244 23 FL17244 24. ... FL17244.22 ESR 3455 ESR 3455 ESR-3455 12131/2020 12/31/. 12/31/2020 A34 LS50 FL10446.3 FL10446.16 ESR-2606 ESR-2606 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2020 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2020 MPH3516 FL17240.3 ESR-3447 - 12/31/2020 WM1416 FL1066T86 ESR-2615 12/31/2020 MSTA12 FL17244.18 ESR-3455 12/3112020 MSTA12 FL10852.8 ESR-2105 6. STRUCTURAL 12/31/2020 Florida Department of Business & Professional Regulation Paget oft Building Codes and Standards 32812018 12/31/2020 12/31/2020 MSTA15 FL17244.18 ESR-3455 12/31/2020 MSTA15 FL10852.8 ESR-2105 COMPONENTS MSTA18 FL17244.18 ESR-3455 12/3112020 MSTA18 FL10852.9 ESR-2105 A. WOOD CONNECTORS/ USP Structural Conn. See chart Product Approval Application Detail 12/31/2020 12131/2020 12t31t2020 12J3112020 12131/2020.. ........_............... 12/3112020 1213112020 MSTA24 FL17244.18 ESR-3455 12/3112020 MSTA24 FL10852.9 ESR 2105 �`­ A ­ ­ ANCHORS-� Simpson Strong -Tie See Chart MSTA36 FL17244.18 ESR-3455 12/31/2020 MSTA36 FL10852.9 ESR-2105 B TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2020 Code - - Entityr Date Date Date Pendina Type Version Manufacturer Contact Engineer & License Validated Approval Approved Status �_ L se validates d Val ate submitted F10 Ape ova AOD Bd Revision 2017 Gulf Coast Supply &Manufacturing, LLC. Eng David Daniel S. Kuhn Locke Bowden P.E. 10/12/2017 10/1020t7 10/172017 12/12/2017 Approved Category: Roofing (352) 498.0778 PE-75519 (334) 300-1800 MSTC40 ..... _..... NISTC52 ......... MTW12---._..___ ....... ..-.__.......... MTW16 FL17244 26 FL1724426 _" _ _.__..:..:.........� F' -72 4.8 . ..... .._._._.,__ :.............. ................... FL17244.8 ESR 3455 .... .. __ ESR 3455 �... � ............. �. ES.R-3455....... . ........ . ....... .,.... ......... .. _.. ....... _ ..._..._........ . ...... ....... ...._ ESR-3455 12/31/202Q 12/3112020 12/31t2020� _..-.-,1.... ..... ......... 12/31/2020 MSTC40 MSTC52 MT512 MTS16 FL10852.11 FL10852.11 FL10456.33 FL10456.34 ESR-2105 ESR-2105 ESR-2613 ESR-2613 Milek Industries, Inc, Truss Plates _ FL2197.1 FL2197.5 N/A 111/2023 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 MTW18 FL17244.8 ESR-3455 12/31/2020 MTS18 FL10456.35 ESR2613 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A 5/25/2024 MTW20 FL172 44.8 ESR-3455 12/31/2020 MTS20 FL10456,36 ESR-2613 Subcategory: Metal Roofing info@gulfcoestsupply.com 12/31/2020 Compliance Method: Evaluation Report from Florida Registered Architect or a Licensed Florida Professional Engineer 12/31/2020 12/31/2020 MUGT15 FL17240.5 - ESR-3447 12/31/202Q MGT FL11470..9 SIM200803 NFM35X12 FL578.2 Evaluation Report 12/31/2020. MBHA3.56/11.25 FL13904.6 ESR-2618 a 3.Praduats. „ . _.,,. ;, ,,. ,. .;r, ;t,. , Quality Assurance Approved for Use Approved for use Impact De sea# Product Model Number or Name Product Description Contract Expiration Date In HVHZ outside HVHZ Resistant Pressure 1 0,032&goon, Aluminum 5V Crimp Min 0 5132 qud, 5 l Comp Aluminum Roof Penal o4/tznoza No Yes N/A +N/A! over 15/32&uot Plywood -108.5PSF q y" 2 0.032&quot;AluminumGulf Lok Min 0.032&qud;AluminumGulf Lok t6&quotaWide o4nz2oz4 No Yes N/A +Nlry 12131/2020 .._-......_.._.. 12/31/2020 -- 12/3112 - .. .. .._.:.:........__ 12/31/2020 NFM35X16U FL57$.3 Evaluation Re ort 12/31/2020 MBHA3.56/16 FL13904.6 ESR2616 __ PAU44 PAU66 .........---_J,......._ _ ,........... PHD2A - .__........... ....._ ..-...: PHXU3516 FL17239 13 _ FL17239.13 ............ ,.......... - -- -. ..__. . - FL17219.3 ... ............ _.... ........ ......._,._--'---..._ FL17241.20 ESR 34-------- _ ... .,._..... .-__.. ESR-3449 _..._...... _. ..... - ......__... ..-._ ._ ............ __. __. ER.0200 .. ........,. ...-----_-T .,.._........_............ _. ...,.. ...._.. ESR-3444 ......_._-_..... 12/31/2020 - .:...... 12/3112020 ...-....._........_._ 12/31J2020 GLTV3.516 FGTR CS16 FL10667.8 FL11473.2 FL10852.1 ESR-2615 SIM200802 ESR-2105 7 i -----.,--- - The products listed below did not demonstrate product approval at Ian review. i understand that at the time of inspection of these products, the following i. p p p i �.-_.-__.. "_.__..._ information must be available to the ins ector on the obsite, 1 co of the roduct a royal, 2 I P 1 ) py P pp ) `.._-._ _ Roof Panel over 15/32&quot; Plywood-116.OPSF uot; 24a. Gulfs 1&uo; Gulf Snap 24 a & d id Roof Panel Ye Ye N/A +N/A1--131.0PS over15l3z&qud; Plywood 12J31/2020 12I311202Q '' ,_«,_..__..." __�._-.,_- ."..r... �,._..-,....,,.,,.. „,.._...-. ..-"-.. - ,. , c RFUS FL6223.5 Evaluation Report 12/31/2020 H1 FL10456.5 ESR-2613 RS150 FL17244.27 ESR-3455 12/3112020 H10 FL1Q456.6 E$R2613 4 1&goon; 24ga. VersaLoc 1&goon; VersaLoc 24ga 18.5&qud; Wide Roof Panel 04/122024 Yes Yes N/A +N/A! over15l32&quota Plywood-138bPSF 5 i&quot;VersaLoc 032&quot;Aluminum 1&quotVersaLocmin.032&quot;Aluminumover 04/122024 Yes Yes N/A +NIA! 12/31t2020 12131/2020 - .__.._.. - ... _.._.-..... .___..____..._..___...._.. ...-..-'__,.. _..__,,..__ _._ ......_..... ___...__.._.. ..........._._.. :... ____..._. -_._ __ .._. _ _.__._.._._.. ........ ... ... "'"`""�""- '"'�"-'�"W`���`-m-'"`` ""�- 1 RT15 FL17236.3 ESR-3448 12131J2020 H10-2 FL10456.7 ESR-2613 RT16-2 FL17236.2 ESR-3448 12/31/2020 H10A FL10456-6 ESR-2613 . - 15/32&quot,Pl Snap 101.OPSF 6 1.5&goon 24ga. Gulf Snap 1.5&qugt;Gulf Snap 24ga. 16&goon; Wide Roof 04/122024 Yes Yes NIA +NlA/ Panel over l5/32&ud; Plywood -11.0PSF q yw s 12131 /2020 12/31/2020 t ..._ .. __._ ... _____. ._.__.____ .�.._ __-_.-._ ._i.._._ ._ _.-....._.--_....1 ....._.__._. _„_..__.,._._...._.._..._.s._. ,-----_.. _.......,_-_._._",...._.-.,_..._..«._,.,....-...... ..;__..__.... .."-.,-.--._.,. __.,..-.___..,._.-._-..._._....,_.:,__....,.,,._-.'.__-__._--.____.______-'. ____, ,. _ € , ; I ( ,__...._._._,. ..,__.,......._____...._...._.-._..,._._...,._.,...._,_.....___._-.",-_....,.___ ......_._.-_..-_..._>,.._...., _...._.. _,._",. .._....__ ._._,...-_. ,._.m..._". _.�-..",-".._". «..,.',-- .._... ,- .,,,.._..._. .. «. , RT16A FL17236.2 ESR-SR 12/311202Q H3 FL10456.13 ESR2613 RT3A FL17236.3 - ESR 3448 12I31/2020 H4 FL10456.14 ESR-261 3 7 1.5&goof; 24ga. VersaLoc 1.5&goon; VersaLoc min 24ga. 16&qud; wide Roof 04/122024 Yes Yes NIA +N/AJ Panel over 15/32&qud; Plywood-123.5PSF 8 2&quot; 24ga. MegaLoc Min 24 Ga. 2&qud; MegaLoc l8&qud; wide Roof 04/122024 No Yes N/A +NJA/ Panel over t5132&goof: Plywood 106.5PSF 9 24 Ga. Gulf Lok Min 24 Ga. Gulf Lok 16&goof, Wide over 15l32&quoL 04/122024 No Yes NIA +NlA>-96.7PSF Plywood 1213112Q20 12/31/2020 12l3112020 12131/2020 _....._...-,..__._._. -_- _,. ,...._.,.,._......._ .._,._.._._,_ ._ ..,.._.._ ._,_...... .,r,._>."___ _­­_4­__­­_,­_­...-.-. _..._- ___.__,.., ,••..,__,_,.....,___,...w..,_.. _,..__..___.._.._T__.._..,.," _..a_."--- _._-...-.._ s---- ,_...a_.... ...... .--- ,,..,_..., "...._._ .., _ -,__ _ __._._ _....:.m..", _ . .:,.. _., .__,.._. E _....._. _., _ .._ ._. . ... . ..........." __,.... _ ,._..., ....-.____,._ _ ,_ .,.,.-. __..._. .. ,.. �,.... .__�,-...: .,_, ,....,_, ... 1 APPLICANT SIGNATURE DATE _...__._._ __ _.....,_. _ ...,.:.. _. _, .._ _ _ ,..,......._,, ,,• _ ^_.«:.,- , _._.•._ _. __-_, ,,..,... . .., _" ,... ,,._ ,,.,..., „, w:....,._.:......... ... ......._. _>_ .„._„_ _ _.«..:...... „_..u...._.« w«.. «...__....._ ­_-_ .. ...:.. ,._ , .-,... ,.:,. .-.,.__....._,.- . ._ ...,._.,:,�_ RT4 RT5 _ .......: _.:..... RT7 ._...... FL17236 3 FL17236.3 ........... ............ . . .....:.__. FL17236.3 _ ESR 3448 ESR-344$ - _.....___ _ ,......_.._ ,._,_-_.......... ESR 3448 12/3112020 i2/3112020 ....._.._._. 12/31/2020 H5 H2.5 H2.5A FL14456.15 FL10456:11 FL10456.12 _. ESR 2613 ESR-2613 ESR 2613 RT7A FL17236.3 ESR-3448 12/31/2020 H8 FL11470,3 SIM200803 10 24 Ga. Gulf Seam Min 24 Ga. Gulf Seam 16&qud; Wide Roof Panel 0411212024 No Yes NIA +NJA!-93,5PSF over 1x4 Wood Purlins over 15/32&qud;. Plywood 11 24 Ga. Gulf Seam Min 24 Ga. Gulf Seam, 1 3/4&qud; Snap Lock, 04/122024 No Yes NIA +NJA/ 12/31 /2Q20 12131 /2020 RT8A FL17236.3 ESR-3448 12131/2020 SP 1 FL10456.41 ESR-2613 SPT22 FL17244.30 ESR-3455 12/31/2020 SP2 FL10456.42 ESR-2613 18&qud: Wide Roof Panel over 15/32&quot; Plywood-108.5PSF 12 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over 15a2&quot; 04/122024 Yes Yes N/A +N/A/ Plywood-156.5PSF 1213112020 12/31/2020 a) SPT24 FL17244.31 ESR-3455 1V31/2020. SP4 FL10456.43 ESR-2613. SPT4 FL17244.32 ESR-3455 12/31/2020 SP6 FL10456.44 ESR-2613 13 26 Ga. 5V Crimp Min 26 Ga, 5V Crimp over Panel quota Plywood 04/122024 No Yes N/A +N/A/ 131.PSF 14 26 Ga. SV Crimp Min 26 Ga. SV Crimp Roof Panel over 1x4 Wood 04/122024 No Yes N/A +N1Al Purlins over 15P32&quot; Plywood-156.5PSF 12/31/2020 1V31J2020 SPT6 FL17244.32 ESR 3455 12/31/2020 SP8 FL10456.45 ESR-2613 SPT8 FL17244.32 ESR 3455 12/31/2020 SPH4 FL10456.46 ESR-2613 15 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&quot; Wide Roof Panel over 04/122024 Yes Yes N/A +N/A/ 15/32&goon;Plywood-i61.OPSF 16 25 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&quot; Wide Roof Panel over 04/122024 No Yes N/A +NlA/-63.5PSF _....... .... ........ .. .__._... _. SPTH4 I.......... _...I... ._.._..._._ SPTH6 __...__..... ......... .._............................................___._... FL17244.32 .__............._ .......:. ....... FL17244. 32 _ .......... ._ ..................... .._.._:,... ESR 3455 ......... ._.......... ...... ........_._.. ... _._..---"--_,_........................_. ESR 3455 . _..... . ...... 12/31/2020 ..-......_... .......... 12/31/2020 SPH6 SPH8 FL10456.47 FL10456.4$ ESR-2613 ESR-2613 -... 12/31/2020 . .. ...... ... __ 12131i2020 15/32&qud; Plywood 17 26 Ga. GulfPBR Min 26 Ga. Gulf PBR Roof Panel over 15/32&quot; 04/122024 No Yes N/A +N/a Plywood-154.7PSF ........ .... SPTHB -L FL17244.32 ESR 3455- _.._........._.._ -- ------12/3112020 _ U24 FL10655A41 ESR-2549 ....._.. ....._... 12/31/2020 12/31/2020 }i SUH24 FL17232.13 ESR-3445 12131/2020 HHUS2$ 2 FL10655.3 ESR-2549 12/31/2020 W THD28 FL17232.16 ESR-3445 12/31/2020 HHUS410 FL10655.4 ESR-2549 12/31/2020 = a THD28-2 FL17232.16 ESR-3445 12/31/2020 HGUS5.25/12 FL11468.11 SIM200804 Florida Department of Business & Professional Regulation Paget oft Building Codes and Standards 328/2018 12/3112020 12/31/2020 12131/ THD410 FL17232.16 ESR-3446 12/31/2020 HGUS414 FL11468.10 SIM200804 THD412 FL17232.16 ESR-3445 12/31/2020 HDQ8-SDS3 FL10441.1 ESR-2330 THD612 FL17232.16 ESR-3445 12/3V2020 MSTAM24 FL11473A9 SIM200802 Product Approval Application Detail THDH414 UGTS3F FL17232 17 FL2033*1 ESR 3445 _ .. .. ................... Evaluation Report 12/3i _ _ 12/31/2020 MSTAM36 MSTCM40 FL11473.19 FL11473A9 SIM200802 SIM200802 ...... 12131/2020 12J31/2020 �� cu Quality Assurance Approved for Use Approved for Use impact esl Sea # Product Model. Number or Name Product Dascripdon Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 18 26 Ga. GulfPBR Min 26 Ga. GulfPSR Roof Panel over 1x4 Wood 04/122024 Yes Yes NIA -N/A! Purlins over 15/32&qud: Plywood-151.7PSF 19 26 Ga. GulfPBR Min 26 Ga. GulfPSR over 15/32&quot; Plywood 04/122024 Yes Yes N/A -NIA/ -154.7PSF -' UPHDS " FL17219.5 - _._ , .-- .--- - __,. - " -ER-0200 12/31/2020 HHETA20 FL11473.9 SIM200802 -- - -' - - -- 12131/2020 1213112020CIO 12t31/2626 > O 0- - - - LGT3-SDS2.5 FL11470,7 SIM200803 -. _ -.. _ LGUM26-2 FL11473.12 SIM200802 - - - - - - 20 26 Ga. GulfPBR Min 26 Ga. GulfPBR over 1x4 Wood Pudins over 04/122024 No Yes N/A +N/Al 15n 26 Ga. Plywood +NIAI PSF 21 26 Ga. GulfRib Min 26 Ga. GuliRib over 1x4 Wood Purlins over 04/122024 No Yes N/A +N/A/ O /"1 Li - - - - - - 15/32&quot; Plywood-164.2PSF 22 26 Ga. GulfRib Min 26 Ga. GulfRlb over 15/32&qua; Plywood 04/122024 No Yes NIA +N/A/ -159.2PSF 23 26 Ga. GulfRib Min 26 Ga. Gulf Rib over 15/32&qud; Plywood 04/122024 Yes Yes N/A +N/A/ -159.2 PSF 24 26 Ga. GulfRib Min 26 Ga. GultRitY over tx4 Wood Purlins over 04M 22024 Yes Yes N/A +N/A! 15/32&quot; Plywood-164.2PSF } J 25 29 Ga. GulfRib Min 29 Ga. GulfRib over Ix4 Wood Purlins over 04/122024 No Yes N/A +N/A/ 15/32&quot; Plywood-123.5PSF 0 26 29 Ga. GulfRib Min 29 Ga. GulfRib over i 5/32&qud; Plywood 04/122024 No Yes N/A +N/A/ +146.OPSF 27 29 Ga. GulfRib Min 29 Ga. GulfRib over 1x4 Wood Purlins over 04/122024 No Yes N/A N/Al 7J16&qud; C.S.B. -101.0 PSF < I - 28 29 Ga. GUIfRIb Min 29 Ga. GulfRib over 7A 6&quot; O.S.B. 04/122024 No Yes N/A +N/A/ -116.0PSF (D Search Criteria 0 `V co Code Version: 2017 FL 4: 11651 Application Type: ALL Product Manufacturer: ALL category: ALL Subcategory: ALL Application Status: ALL compliance Method: ALL n r) 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 Dffie To: ALL 0 c5 W C 2 Q W z J z _J d SHEET NO. , PA 1.0- . . N Florida Department of Business & Professional Regulation Peru of 8 Florida Department of Business & Professional Regulation Fe9e3 orb Building Codes and Standards IT122318 Building Codes and Standards y1 019 Florida Department of Business & Professional Regulation Page I of Florida Department of Business & Professional Regulation page 1 or I (� Product Approval Application Detail Product Approval Application Detail Building Codes and Standards Ire20I8 Batwing Codes and Standards +lsrm+e O Product Approval Application Detall Product Approval Application Detail /� O P version Manufacturer En9ty err Contact! Engineer &Licence Velldded By QgtL LiPendlna �tp Code Entity or alft BCt4: Date Pendma Qg(g. W /�/t�� -0 1•.` 1XU Validated Submltted FBCAegroval Agp[LtLd status LamYenlon Manufacturer %91g0£t Engineer BLieense Validated By Valltlaletl Submitted FBC Approval Aooroved Status \V Revision 2017 Thera-Tru Corporation Rick Wtight Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 10/152017 07/122017 10118,2017 12/1212017 Approved R-1.1- 2017 Themma Tru Corporation Rlck WngM Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 121132017 12/13/2017 12212017 02/132018 Approved sso E'er 20 21M Dab Pending 219 201111 Entft, or glah 21K DOW Pending 20 Category: Exterior Doors (419)298-1740 PE-43409 (813)767-6555 Category: Exterior Doors (419)29&1740 PE-43404 (873)767.6555 I= VEW- d Contact Ems Y illy IAA AQ➢f4Yl9 IYII! Well 2kW Y Yam Agg�d man }}���� U �a SubCategcry: Svdnging Exton" Door Assemblies nckW@nvbldgWmcuI1ams. Subcategory: SWnging Exterior Door Assemblies dckwgywbldgeonsultants. Review 2017 Thermol corporation Rick Wright National Aamsdlation& Ryan J. King, P.E. 12202017 09212017 12222017 Approved Revision 2017 Thorms Tru Cogeradat Rick Wright Nallonal Accsciltatlon& Ryan J. King P.E. 12202M17 09/212017 122=17 Approved = � Co' • '^ Compliance Method: Evaluation Report from a Florida Registered Architect Licensed Florida corn Compliance Method: Evaluation Report from a coin caisgwy: Worker owls Swinging Exterior DowAasemb des (419) 2WI740 Menapanent Institute (813) 787-M5 ftla �rwDMgb owasunts. Conti Exterior Doors SubCaeory Swinging Exerior DwrAssanblfes (419)298-1740 Management InaMufe (813) 787.8555 dtlrw®rwbggoommu8anla ' � y, or a Professional Engineer Florida Registered Architect or a Licensed Florida SubC&bom: CompMnse Method: CedXlgUat Mark LWing con g: Compliance Molli CorbreOm Mark Lls" min V Tl Professional Engineer or or _V •L FLQ30461itT. Products _ _ 'FE9@b"48T-A9 PFaducte ,.. - _ $ O O W Duality Asau Aooroved for Use Approved fur Use Impact DpL(ga DuallN Aasun Aooroved for Use Ajsp v dforUee Impact Delon g, Approved for Use Aauoyed for use J� milm AaofPrad for llM AnafWad fat UM l� � /O� /O� 3 L gape Product Model. Number or Name Product Description Comnct Expiation Dab LEI HVHZ Outside HVHZ Resident Pressure �� Seo; product Model. Number or Name Product Dascrietlon Cordnct ExolrationcDtG in HVHZ Outalde HYli2 Resistant Pree�urn �/aj ifn tO,IbjQi t tea! Ia.tt1Q)T. .flyer. $La)f�la t O _ i a. Therms-Tru Fiber -Classic and Smooth -Star Nominal 6&939;8 &quotNon-Impod&quot; Opaque 12/312020 Composite No Yes No WA 1 a. Thorma-Tin pitand Smooth-SYa Nominal 6&i739;8 &quoINon-Impact&quot; Opaque. 12/312021 No Yes No WA 1 a. &quot;CW*1oCra88quok and &quoCBengMwrk by t118 and BIO Opaque end Gland F9feglase Door wkh 12131=1 No Yes No WA 5 e. 8quet;Smoom-Stai4quot and SquoLBend mrk by 818 and NO Opsqus and Glazed Fibeglas Door with 12/31=21 No Yes No WA /� ^F�ts Edge Fiberglass Single Door Composite Edge Fiberglass Single Door Themle-Tnr&quot; end witlwut Sideline. Imwkg and OuMring TMmas-Tru&quot; and wall SMeNa. Inswing and Outlining ♦ V O (InrwingloidsAng; X conflgundion) Onswing/Outswing;.X cennguratom) ♦ n C V vJ � O 6 f. eraTru Fiber- C lase c and Smooth-S er Nominal 9;0&quot or4mpacti Opaque 1 t 0 o Yes No A 6 f. Therma-Tru Fiber-Clessic and Smooth -Star Nominal 85J739;0 &quotNwl-Impact&quot Opaque 12t312021 No Yes No WA Composite Edge Fiberglass Slagle Door Composite Edge Fiberglass Single Dow /^1' (MLn tswi X earl& ure5an pnswing./Otrtswing; X configuration) � W t` +-a ^ 9 I. Thera-Tru Fiber -Classic and Smooth-Sbr Nominal 6W9;8 &quotNon4mpact&quot; Glared 121312020 No Yas No WA Fiberglass 9 1. Thama-Tru Fiber -Classic and Smooth -Star Nominal SM9;8 &quo1Non-Impad&quo1; Glased 121312021 No Yes Nc WA Composite Edge Single Door X Composite Edge Fiberglass Single Door �+ (lnsMng/Outswing; configuration) nswln lCldsrd ;X comguregon `v Q 14 n. Therma•Tm Flber-Classic and Smooth -Star Nominal 8&eC19;0 uotdlo.4. ct &q pe &gaol; Glazed 12/312g20 No Yes No N/0. 14 n. era m e - as c n moo •. err om quo n- m quo ;. et o e Composite Edge Fiberglass Single: Dow 'Composae Edge Fiberglass Single Doe (Insvirtg/Otitswing; X configuration) nswin xwirg; X confl uretlon) Florida Department of Business & Professional Regulation Page 2 d2 Florida Department of Business & Professional Regulation Pop 1 at Florida Department of Business & Professional Regulation papa I Of I Florida Department of Business & Professional Regulation pap I Of Building Codes and Standards 1202020 Building Codes and Standards +film+m Building Codes and Standards IM/zo+e Building Codes and Standards 115=18 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FLH53324R5 Prpduprs t� a�uasQ lea t Duality Assurance Aooroved for Use Approved for Use Ina w Deslan Enoi or 20 � Dab Paintings � � � Do ��� Rib � EM or � ask � 20 Seo# Product Model. Numberw Nama Product Descrlotlon Contract Expiration Date In HVHZ Outside 14VHZ Resistant Pressure �g Van]- ama mm yonslon, AMR Bw Version Manufacturer coolant Eneshoser & Ljowas Validated Bethlehem! FBC Approval Approved 1 SERIES 420 ALUMINUM SGQ SERIES420ALUMINUM SGD ON-OXN 12/312020 NON -REINFORCED 145-IES42 No Yes No N/A Revtsln 2017 Clpsy Building Products Company Mark WesMrBetl Interests Testing Services NA, Gary Plushlor 112&2017 08MI12017 121052017 Approved Revlalm 2017 G Building Products Comparry laNI erY Mark Wasbrreld IWrbk Testing Services NA, G Pfiehter 112.2017 081102017 129LM17 Approved ReaWon 2017 PGT Industries Dean Roark Mtsm4Dode BCCO• CER Mbmi-Doee BCCO-VAL 12202017 11282017 12282017 Approved 2 SERIES ALUMINUM SGD ALUMINUM SERIES 420 ALUMINUM SGD OX XO, XX 12/312020 No Yes No WA �9orY: EIsenar Doom (613)770.8082 Inc. (813)819.6686 Category: Exterior Dope (513)7704082 Inc. (513)6194.88 Cabpay: Exterior Doore (941)488-0100 (786)316-26910 968quot;x80&quot; NON -REINFORCED subcategory: Sectional Exterior Door Assemblies rrMweWfie"clopsy.cem SubCoosti Sectional Fxbriw Door Assemblies mwwster6eMciclpWycom 6ubOW9ory: Siding Exterior DwAsanblies dmarldillipptlndustromccm 3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGO REINFORCED OXO 12/312020 No Yes No N/A Cwnpliwce Msdmd: CeriBcedon Meek or LWlg ComplWloe Mmaud: Cardlaadmi Merk or Leading Cow4*r kb0md: Ceetl6ntlon Mark or using 145-3/4&q.&;x96&q.-t; 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX. 12/312020 No Yes No N/A Fla2N4ita Produeta XO, XX 96&quot;x96&qua; gMdkAMMUM Acherchad for thas AnwavAdforUm its= Taiga Guide, Aaeugipgg Apwovsd far Uee 1ID®il 219M I.Md Reim 5 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED XXX 12/312020 No Yes No N/A Pred 1YOWf Nunawrw lame � g j m p� ;� Product Model Number or Name jg,� Qy j f egg! Predict ModelINUMx, ce Nam la�i Guhlds HVHZ 143&quot;x96&quota 37 037 W5.09 PAN-2F151: Bait, 94, 73. 75, 1500, 190, 76, 78V, 4RST, 4RSF, 61pi SRSF, 2RST, 48, 42, W, 488, Steel Pan (min. 25 ga.) Single Car (up to g'o' wAde) 0621=8 W INDCODEB4f174; WIB Garage Door No Yes No .30 PSFN2 PSF 53 053 WS-16 PAN-2F+53:84A, 94, 73, 75, 1500, 190, 4RST, 4RSF, 6RST, BRSF, 48, 42, 55, 48B, 42B, 55S, GDSS, Sleet Pan (min. 25 ga.) Double -Car (97 to I6V 06,21=8 wide) W INDCODE&a174; W5 Gunge Door No Yes No -30 PSF730 Fee 10 SGO.6370 (Lugs Missile kiger3) Vinyl Sliding Glen Door W14=1 Yee Yes Yes WA 42B, 55S. Goss, GD6SV. GRSS. GR%V, ARSE, ARSBV, GDSSV, 011163, GFi AR6S, AFl EMS. EDBSV Ell ED5S'V 11 Florida Department of Business & Professional Regulation Peg, I of Florida Department of Business & Professional Regulation Page 2 &3 Florida Department of Business & Professional Regulation Peg i of I Florida Department of Business & Professional Regulation Pop I of I Building Codes and Standards wm,a Building Codes and Standards 1202020 Building Codes and Standards 1/52o18 Building Codes and Standards 115=18 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail PLe1163742y FLpl7498dt5 Rpdnda , . . � � :DLgIgB I],idlti Duaity Assmarxe Aaorovetl for Use. Lrpg$gt 9211111 Entity i 21M 2da Ode Follow Qak Seep Product Model. Number or Name Product Description Contract Expiration Offie In HVHZ Outside. HVHZ Raid led Pressure IiWI Easier or 201 deli DOM pamom 201 de¢d! Enity, or Ink 21K Dab pwwbm Qlk. Iygg vendon fivedesim Contest Eradicator & Lkema I .mC Yal dot bigaved FOC ADDMVSl Agpro>tad Ifk4k 2 186 SH 52x72 FH/Flange Frame IG/SG Single Hung 10/082023 No Yes No +601-60 min Voodoo Ififinutionamer EiredireavALlowne VaUdmbd By Validated Submitted FW Assonant Abonavea sm a Type Vocal contact Emanates A,Lowest Validated By yam Submitted! FN Approval AYarg"d ins" Review 2017 CURRIES dvNbn of AADG, Inc Dedle Data UL Ll Ted Berman, PE 11130)2D17 102820+7 1210512017 Approved L rweted Glass Randall 2017 Clepsy BWWMg Products Company Mark WeWrltsl I to. Teetiag Services NA, Gary Pfuahler 1129r2017 08/102017 12106M17 Approved Review 2017 Clopay Boothe Products Company Mark WSWreeH Intense Testing Services NA, Gary Kohl 112MI7 08/102017 12/052017 Approved Category: Exterior Doors (641) 494-2844 (306) $68 4707 Doors cc. (513)519-65g6 � aulaCWpory: Exterior Dow Component. dese.dedlo®msffiby.ce SubC&b: y:Sectional mWest705082 mweatemeW@clDN�oon1 8 � Dow As may: �PeY�aom companies Method: Certi6mBon Mork w Losing m Compliance Model candle erg. Mark wMssmblss Losing Wub Lse�ng WmA- FUM15374U PmduW ;slip! Pradmc[Mehl. NumeaorNarr Quality A� Amorurvedi for use Aporwadror Use ID.IdfS 10Q1i 1 ftai P� ogee Product Model. Nramtbsror Moms PDldagt.D�atlatlan 9mat BANfI[� Ag�Bld farVHZ At Outsidprovede IS HVHZ ) k[Lkt Insect ! P P!>WIR Siaa Prorkaa lbdN. Number Naas Ste. AI.ofed forHvmz s. Aeseva feriae basedusleta $tAd1Z 1 onion PS9NUQ 1 807, 707, 727, 747, and 947 Single and Pala of Doob Flush, Gaud, and Louvered skglb and palm of 12872026 Yes Yes Yes WA 85 085 VIi PAN•21x+53: 73, 75, 84A, 94, 42, 48, 42B, 48B, Steel Pan (min. 25 gs.) ShVWCar (up to 9V wide) 05212028 No Yee No 138 PSFI.42 102 102 WS-16 PAN-2F163: 73, 75, 8M, 94, 42, 48, 42B, 48B, Steel Pam (min. 25 gs.) DotbbCar (97to 182" OS21)=e No Yes No .37 PSF/-41 hollow maw doors. 4RST, 6RST, GD6S, GRSS, AR5S, EDSS WINDCODEW 74; WM Geroge Door Pap 4RST, GRST, Goss, GRSS, ARSS, ED53 wide) WINDCO0Ea7174; INS Ga oos Door PSF W Florida Department of Business & Professional Regulation Page 2 of 2 Florida Department of Business & Professional Regulation papa I of I Florida Departrrlent of Business & Professional Regulation Page, a, Florida Department of Business & Professional Regulation page 1 02 O Building Codes and Standards 1202020 Building Codes and Standards I/520+e Building Codes and Standards 115=18 Building Codes and Standards 1/202020 Product Approval Application Detail Product Approval Appgeadon Detail Product Approval Application Detail Product Approval Application Detail — m .,.e M. — --- Fist R7rk at Pr COtle Entity or 292 292 Date Pendlna Dote er eti w fag la!!.� !erg Engines t� P!k lag. � OL Nty Assurance Amrovad for Use Approved for Use Impact 21= jypL Version Manufacturer Contact Enonew & License Validated By, tl Y69� Submitted FOC Approved Status TYg YlW� dL Ii� EB061!lL.aidfal.! dflll� )(altdatad illy I Agglgl'W $tali! 11fa1 diotakn jajpgajjgkm �t EogDlaClJ.MsOet )�.mL Ygj�gg jtlla.Mkd j 6g.gYld at�i! Sea k Product Model. Number or Name Product Des<notlon Cosh t Expiration Date In HVHZ Outside HVHZ Resistant Pressure Revision 2017 MI Wndows and Doors Brent Sininger American Archibctuml Steven M. Urich, PE 06/042019 06/0420t9 06YO72019 Approved Revision 2017 POT eMWllw Own RWrk MbmLDah BCCO-CER M4)315-a BCCO•VAL 17202017 12A1tV2017 122rV2017 Approval RevhiOn 2017 PGTln Own Roark MtatM-Dada 8CC0-CER Mbm4Daee Bl:CO-VAL 12202017 12108r2017 12262017 Appeared 1 He 188 Fin an Reno. Frame 73x62 insulated Glass 02/16/2024 N. Yes o +55/-55 CamporY: Windows (717)365-3300 Me Nu turns Association (717)317-8454 Category:Wl (941)498-0100 (788)316-2�0 Win (7B8)316-25D0 Category: NMMowm Subcategory: Fixed bsitlinpm rawd.com aabeWgwy: Floc drwdtQpptlndngbfes.com subcategory: Single Hung dmw@pgd00 dmukQppWxlustrbe.com FIJrt53t&R72Produots Compliance Method: Certification Mark or Llding . Use": Cwnplleace Meslod: l.ertlflcetlore Mark or Lts6np Complbewa Meted: CeNflcedat Mork or Liatlp � — DIrelIN Assurance. Aunroved for Use Approved for Use Impact Design Apormm.dfw Use, Approved for UN I.deed Ialkan Qtwft Asou Approved Tor the APProved.ftr joom D2 Seats Product Model. Number or Name Product Description Comrac Exmlrazlan Date r) m FAW Outside HYHZ poster, m plgmrg Ing .QLNWASIumnw 1, HVHIZ A2u Pryad YedM Niemmhar er Namne In HNNIM ply., 1 185 PW 73 x 72 Insulated Glass 0410312023 No Y. 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Opeiva John Southard, P.E. 08252077 Oe/ON2017 08262017 10/102077 Approve0 ICU CatsgorY: Exterior Door (419) 298.1740 PE13409 (813) 7878666 CPGTob":Window* Category: Windows 316-2 (941) 486-0100 (786) 3+ Cateppry: Penh Woes 00) 349- ( 7 - 1 (352) 367-2528 aubCebpory: Swinging Exterior DowAeeanblies nikwarstidgmsutbnts. anbCWepry: kluaons dmark@pptlndwhbs.com Subcategory: SHeg I pinpelenpahu rev dle.com ry > eport from a Florida Regttlued AldtArchhbd w a LiLlmnsed Flords corm Compliance Method: certification Mork or L Wig Complbnw ll : Evaluation Repot from a Flo Ms Registered Ardliied or a Licensed Florida O Professional Engineer FLa2614ail Prodmcb 0-1w PMUUI M Engineer MlmraAverment for We /curand In HVHZ owelh.H for Use MW@d llin" j�uauk FIL111131924111511teroddecte Cr ALea Product Model. leasing or Nerve l LAWgaOea Per d In oubme l� 2RW promm 1 MuillneforNl DoonandWindowe Almktum Mullin 0&282021 Yee Yes Yee WA Ing Product al 1. Number wNerte Abormad for thee HMO Z PAW 219a �! 1 a. &quot;Fbe Clounkl1 ore, &quotSmootlmabr&qud;, 6!1039;8 8.quotlmpacl&quoC Glazed Fiberglass 12/812021 No Yes Yee WA 1 Complaints Lap Siding flbu-cimud lop sling 12/31=0 Yes Yes WA WA CIO &quotCleeticCmWuot or&quotCbeelkCmft Single Door- (X) mewing or Domains Conflgurodon Rud6c6quot Beneath Clients O L V �- Florida Department of Business &Professional Regulation Per+ a, Florida Department Of Business & Professional Regulation Peg. +a+ Florida DepeMleM OF Business &Professional Regulation paps 1 w 1 Florida Department OF Business &Professional Regulation Fop. i a+ Building Codes and Standards 11no15 Building Codes and Standards IAM7e Building Codes and Standards V520/8 Building Codes and Standards + srJOle ' ^ Product Approval Applcaton Detail Product Approval Application Detail Product Approval Applicadon Detail Product Approval Application Detail MM W p yty PL#l3192.R5 FLI"52 24t2 FLilllfZi2�i RWl ElilffiSC 2ift !da !ate no 22111 PanMv w tag 2ok Dab Pertain ROB rigo EMM w Rat 221k ode PNKNM go RM EMIq or 01 dal RtkPandbw 21k Man YtMkn ummagum combat Yale ILnhmltlad PFlIC Alm Agprmad Am& mm YfMlon d lrard.d V.Lw bd av Ya1ldNW I WMMA FBQ Approv.l AggmyW AMR Man, Ywkn MmnrhwW a LJ_ v.nhbd ay Yid d" SMYM W FOC Agum.l Aen[gyW Avila ]Brat dlidga mahuftHm Enab�&LJ— vwhba a Yaddtgd AID FQQ A --,I Astonished Blom W Review 2017 Jams Herdle Buidbg Prockic s. Inc. Pi gshe g Zhu Ronal 1. Opens John Southard, P.E. 01110=17 0SNB/20+7 0=11 t7 10M02017 APprovod Revision 2017 Jnmeee Handle Building Products, kw Pi gshong Zhu Ronald I.Ogawa Job. Southard, P.E. 082201 57 05/092017 08282017 10M02017 Approved RevWon 2017 Able Nick Th—peon Lyndon F. SchmIA P.E. Ryan J. King, P.E. 1DM4P21 017 0/032017 10111220 017 12/1217 Approved Royston 2017 Aside Nick Thompson Lyndon F. Sdmildl, P.E. Ryan J. Yong, P.E. 10m20 417 10/032017 10212017 12/122017 Approved category: Panel Web (909) 34&2927 PE-24121 (352) 367-2526 category: Panel Waft (W9) 349.2927 PE-24121 (352) 387.2528 Gesell Penal Wall (330) M-2389 PE43409 (813) 7673655 category: Panel Web (330) 922-2389 PE-43409 (813) 767$655 subCWpwy: Siding C.s00 ea Moticd: EvalRbn Report aom a pinpehen 21miGjemoslur tlb.com aubCabeory: SldhV COInWfence Metlngd: Erihetln Repot from a Wngehanpahu@)aneahar db.aam aubCabpony: SoeYa Compibnoe Method: Evaluation RspoR fiom a mhompawr@abbemm Subcategory: Sofllft CompNeece Metleod: Evaketbn Report firm a coral Florida Registered Architect or a lJamM Florida Florida Repbteretl Archlbd or a Licensed Fbrlds Florlds Registered Anchasot or 8 Lipnasd Florida "a Regstere0 Architect or a Licensed FWWS zL Professional Engineer Professional Engineer Professional Engineer Professional Engineer FLa131924t6 Fledueb PU131e2A8 Produeb iir�2t $ Actin Aagnarodfor Mae fall ROM A�.fsxlW Use d.ikgs gambleAag�d.toUse A ffi!Ia IanQuotas Anhandece Approved fortteg Adamant for Use BLOM laden asaa Product Motet. Number or Nome Product Dsoakdm ONOIct Enobadloo, Deb In Outside, HVIRZ I Plaintiffs Na Pfa�IatMonb6Nmieror Mamm Product Description In Oubla HVHZ J PrAmem IISaa Product Model. Number or Mama Procluant Deverfullion corAmet In g Rnmkm phtlgk 2291 Product Model. Number or lanes pfo"Deewletln contract Explosion In oubw NVNZ RMIBM Promm Q 2 HoodloPleak Lap Siding f1w com ent lop sling 121312020 Yea Yea WA WA 2 HordiePlank Lop Stlkg 1br-cemsd lap sling 121312020 Yes Yes WA WA + e. &grmh2T&quok Souk Vent w Sold Vinyl So* 121312M No Yes No WA 2 b. &qutLallh n e T411quot SofM Vent w Sand Vinyl Suite: 12/312020 No Yes No WA _J d SHEET NO. PA 1.1-- Florida Department of Business & Professional Regulation Page 3 of Building Codes and Standards IW2029 Product Approval Application Detail Code Entity or We Data late Pmdlm $gig Tv-- Version Manufacturer Contact En�nesr&License&License Va�altlated�B Validated Submitted FBC�roval Aoo ved Status Revision 2017 I GAP A Michael Sleh Robert Merrill John W. Knezevlch PE 12A 12019 121il/2019 12/182019 din g FBC Appn Category: Roofing (800)766-3411 PE-59166 (954)772-6224 Subcategory: Asphalt Shingles mstleh@gaf.com Compliance Method: Evaluation Report from a Florida Registered Architect ore Licensed Florida Professional Engineer F�,gl�j2t-RaS ProtlUets Quality Assurance Approved for Use Approved for Use m I pact Design Sea k Product Model. Number or Name Product Description Comrael Expration Date in HVHZ Outside HVHZ postal Pressure I GAF Asphalt Roof Shingles Pberglass reinforced 3-tab, laminated. Stab and 12/162022 No Yes N/A N/A hiphidge asphalt shingles Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail "601t.R2 241111! t1Mlb er I= IAIW+m l contact EmrYnM&Iheeae YalWidmt Revision 2017 L.V. Thompson, Mc. dba Thompson Amhbctund Tony Chdsbuan Zachary R. Pra l Lake Bowden Metals Company (TAMCO) (813) 24"W PE-74021 (334) 3MI500 CaMpory: Roolhg tonyiligortretaka5ng.com SubC&bgay: RooMg Accessories that are an Integral Part ofthe Roofing System Comp Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Pralmlona Engineer FIMM84t2 Product, Pest Wl II 1/52018 Rift 202 Ode Pandkw gals YakYtdAmbmmd IWAmrmtal Approved AMR 10/102017 1011=017 10/172017 12/122017 Approved Approval for Use Approved for use legal Deakin AW Produet Mode. Number or Nan 1, HVHZ 0,11,116.mM PAsktord Pressure 3 TAMCO Off -Ridge Rod Vent with Baats 26 ga. daft roof ventilator with Integrated belle 09/002026 Yoe Yes WA WA Florida Department of Business & Professional Regulation Page 1 .12 Building Codes and Standards 120/2020 Product Approval Application Detail oft Entity or DA2 292 Date Pending Date Type Version Mantrfadurer Conrad ¢rlalnea&UCense Validated By Validated submitted FBC Amroyal Approved status Revision 2017 Baal Roofing Anderson Robin IAPMO Uniform Evaluation Gary W. Walker 10/1 U2017 10/062017 11 Approved Category: Roofing (801) 380-6091 Services LLC. (205) 854-0160 Subcategory: Roofing Tiles RobhAndemon@borai.co Compliance Method: Evaluation Report from a m Product Evaluation Entity ,.._ ,. . F Ld784g-R11 Predu. cts Call Assurance Approved for Use Approved d— A for Use lmoac t Deal - sea # Product Model. Number or Name Product Description Contract Expiration Date In HVNZ Outside Hi Resistant Pressure 16 axony Profileo, o es NIA NIA 17 Saxony 900 - Country Slate, Hartford Slate, Shake, Slate, e Flat Profile - Stockton, CA 12/31/2020 No Yes N/A WA Split Old English Thatch 18 Saxony 900- Country Slate, Shake&amp; Slate Flat Profile - Henderson, NV 12/312020 No Yes N/A N/A 19 Saxony 900-Country Slate, Shake, Slate &emD;:Split Flat Profile - Lake Welds, FL 12r312020 No Yes N/A NIA Shake 20 Saxony 900- Shake &amp; Slate Flat Profile - Lathrop, CA 12/312020 No Yes N/A WA 28 Mlle 900 roe- n— Medium Profile- Lake Wales, FL 121131n020 No No Y Yas NIA NIA WA N/A Florida Department of Business & Professional Regulation Page i of I Building Codes and Standards 1/m/2020 Product Approval Application Detail Coact Entity or Me ewe Date Pending Dole Woo, Version Manufacturer comad Eng_eeL-Eylesineer&License Validated By Validated Submitted FBLf CAndr,y;roi BgQpygd Status Revision 2017 TAMKO Building Products, Ind. Karl Eden Zachary R. Prlest Locke Bowdon P.E. 10/1SQ017 10/052017 10/1042017 12/122017 Approved Category: Roofing (417)624-6644 PE-74021 (334)300-1800 Subcategory: Underlayments kern eden@tamko.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer a1 �rrp�py 1L� I IJtL2283i@,pt Qual Assurance Approved for Use Aoorovadtor Use Impact Deal- .... 3eo k Product Model. Nwrber or Name Product Desorlotion Contract Emlration Datw In HVHZ Outside NVHZ Resistant Pressure 6 No. 15 UL Asphalt saturated organic felt 10/182021 Yes Yes NIA N/A Florida Department of Business & Professional Regulation POP I of I Building Codes and Standards IxmI8 Product Approval Application Detail COO army 21M 2im )men 21M mm vombm ME N faahloi Card E & Ltrdlm traYdidffi Yatm rid SrOmeitd PWADDMVW A,,rowd Am& Remalon ZD17 Lv. Thompson, Inc. di Thompson AmhkKWnl Tony Christian Zachary R. PrMa Locke Bowden Willful 101102017 10/172017 12/122017 Approval Metals Company (TAMCO) (813) 2483456 PE•74021 (334) 300-1900 Category: Roofing teey®pomonkceling.00m SubCabgmT. Rol Aaseeorin OW an an Integral Pat ofths Roofing system Compliance Mali - : Evaluation Report from a Fiorloa Registered Architect or a licensed Flonda Professional Epheer FLI"M&M Products Ace edforthis kneed IMemt laat Produce Model. Number or soma Product Dissertation 2WVMdgokMMa2lft Illmom !ffiM Bx4tmt p� 4 TAMOO Round Top 011464ge Vent with Ba1M for Tee 26 go. *pile rod ventilator with table 0WOW2026 Yes Yee WA WA Florida Department of Business & Professional Regulation Page 1 of Building Codes and Standards I2012020 Product Approval Application Detail Cr29a Entity or 292 Date Dole Fondling 292 Typ�ie Version Manufacturer Contact Enaineer & Ucense V_atlokei By Validated Submitted FBC Approval AAgill Status Revision 2017 Global Protection Products, LLC. Tim Robinson Walter A. Tulip Jr., P.E. John W. Knezevich, PE 09/062017 08/312017 09/112017 12/122017 Approved Category: Shutters (954) 689-7545 PE-44167 (954)772-6224 Subcategory: Storm Panels tlm.robinson@gppantcom Compliance Method! Evaluation Report from a Flonda Registered Architect or a Licensed Florida Professlona.Engineer - Quality Assurance Approved for Use Approved for Use Impact Design deg # Predue1 Modal. Npanber or Name Product Description Contract Eimiratlm Date Outside HVHZ Resistant Pressure 1 20 Gage Galvanized Seel Sam Panels/HVHZ Corrugated Galvanized Steel Sorrn Panels retained 12/312020 Yes Yes Yes WA or not by tracks to provide hurricane protection. Florida Department of Business & Professional Regulation Pees 1 d t Building Codes and Standards 1 s/J9Ie Product Approval Application Detail 1t84tim 2211t €7dl%Lor 21b 21 K Ddo pumm 21h CPYj1�tY Ilfae Yarslm Imo[contact EmY�&1,A� Ya8tla0d Allikadjad FffieAnsionier Approved3(We Review 2017 L.V. Thompson, Inc. dba Thompson Amhibctunl Tony Canteen Zachary R. Plast Locke Bowden IWI 2017 1011012017 10M72017 1211ill Approved Me" Company (rAM 00) (813) 248.34H PE-74M (334) 3OD-11100 Category: RooOns tmy@eomehkco".00m aabtlaiagay: Racking Amreorles that are an Imapra PM of the Roofing system ComobW Method: Evaluation Report from a Florida Mond ArcNteet or a Licensed Florida Rag Pnlsssbna Engineer KMM84U Produces liwwkAL Aaamlad.hclhe Aeer@VW for Use iM219 2MIM AMA Produ91YedN.Nrararrermma i9ara4LE IWlllFli oubwo HVHZ RmWtsa P1sawLe 1 TAK400 FIN Top QR-Rigpe Vent with Basis forTlM 28 ga, static roof vea5stor with bait owoo 2028 Yee Yes WA WA Florida Department of Business & Professional Regulation Pep 1 oil Building Codes and Standards iffi +s Product Approval Application Detail FU"61"4Bi Same IinhLa 120 Ile Dab PoRdWA Peh Iyaa Version jilledissim &LlaggaI vy�( 1yy V AOMKtd I`=A,,I-d Aaa®nd Shoe RsvWan 2017 L.V. Thompson, Inc. dba Thompson Arch echlral Tony Chlscnen Zachary R. Pdaa Locke Bowden 1011102017 101102017 101172017 121122017 Approved Metals Company (17AM00) (813) 24834M PF-74021 (334) 300.1800 Coastal tony®8ortrtatooftoorn suIsCebaoy: Rooks Accessories that are an Integral Pert of the R httep oannp System Oanpftm Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Protessional Engineer FL#IM84U Products Ste.[ Pm M lb M, Num W w Nem CkNIN ABIdaOGa Product [Hand Contrast ONO Uen luspeaveld for Use Allocated far Use Impact gown Dab IrLl111tii DJIt111dl.RVlM Ptllffi06 Flatlan. 2 TAMCQ Cosonal Vent 26 ga. oploo2028 No Yee WA +01.52.5 I-lonoa uepanmem or business & t-roresslonal megulanon Page I of I Building Codes and Standards 11712019 Florida Department of Business & Professional Regulation pegs i dl Building Codes and Standards 1/&2o1a Product Approval Application Detail Product Approval Application Detail Code onnimmarmumm mum Entity Or Data Data Data Funding to FLMSI&RI ]yn4 Ve ion Manufacturer Conrad Endnaer&License Validated IN validated Submitted FBC Approval Approved Status 229t tlntleLa to 20 Dab ftndhW 211 Revislon 2017 Lonenco, Inc Andrew Carter James L. Buckner, P.E. Steven M. UrI0, PE 04/09/2018 12/18M17 04/152018 06/122016 Approved Iyg1 IhOion NwAsuz E Yatldatsd ay Validated Submitted FBC Approval Averaged tlYea Category: Roofing (501) 982-6511 PE-31242 (717) 317-8454 RevWon 2017 Flonda Meta Products ha Clerk Jorge James L Buster, P.E.@ Mid" John Rlerter, 10252017 te1o6/1017 10/272017 12/122U17 Approved Subcategory: Roofing Accessoies that are an ecaher@lomancaccm Category: Roofing (goo) 781 CBUCK Englnemkp P.E. Integral Part ofthe Roofing System Bobcats": Roofing Accessories that are an cMrk@Benco.txen PE-31242 (561)414.7557 Compliance Method: Evaluation Report from Integral Pal dthe RopSng system Florida Registered Architect or a Licensed Florida Comp loathed: Evaluation Report from a Professional Engineer Fbdda PAgb%W Architect or a Licensed Fbrlde _ ProfMslond Engineer P iH YR3 Prgducfrt'a .» " for for , Sep # product Model. Nu inator Name Quality Assurance Product Descldlon _ Contr ct Expiration Date Approved Use Approved Use In HVHZ Outside HVHZ Impact Resistant oestal Pressure A—,d for Wa Approved for Use bum nhtlm 1 Deck-Air'-DA-4 Low Prone, Pdypropylene Plastic, Roof Vent 07/102021 No Yes No +97,5697.5 1. HVHZ Oullift Hi Resistant Plssaan Mechanimity Attached. to Plywood Deck, 3 3- FLAMC0&quobRV lO Ridge Venglik ; Aluminum Ridge Vents for pedmd roofs fabricated 12/372g20 No Yee No WA from 0.0251 Aluminum Florida Department of Business & Professional Regulation Pagel oft Building Codes and Standards 12MO20 Product Approval Application Detail Code ErraN or Data Date Date Pending Dole Type Version Manufacturer Cl Enalneor&Uoerlse Validated By Validated Submitted FBC Approval Apggveg status Revision 2017 All American Shutters and Glass Mike Barbieri Frank L. Bernardo, RE Troy Bishop, P.E. 10/182018 10/182018 1023)21118 12/f 12018 Approved Category; Shutters 561 71 - 882 PE-0046549 954 .947-0880 ( ) 2 9 (... ) Subcategory: storm Panels mikeb@allamericanshutte Compliance Method: Evaluation Report from a rs.com Florida Registered Architect a a Licensed Florida Professional Engineer m Quality Assurance AmrQved for Use Approved for Use Imo�t I Design Sea # Product Model. Number or Nana &otlud Descriotlan Contract Expiration Date In lil Outside HVHZ Resistant heuum 1 249a Galvanized Seel Sham Panels 24ga Galvanized Steel Storm Panels 12v312020 Yes Yes Yes N/A Florida Department of Business & Professional Regulation Page I of I Florida Department of Business & Professional Regulation Page I of I Building Codes and Standards I/52of8 Building Codes end Standards 1=18 Product Approval Application Detail Product Approval Application Detail FL#19] M4 SmYt Enft or gas 21K DVA Poraffing 201 E3i tnm 290 gnft or 2&k R9ls Dab Pandsms go FMOROM Still Sundt Version thnlkaWw conted EmkD 86 LhaoaeyatMeted IN Validated! Edmtlld FOC Anneal l Approval awn mm version Manufacounar contact En de a Lb a Ya1MWd av Validated Benedetti FW Aaamnl Agmnnd awe mm Marsh- m ade glnt RavMbn 2017 ITW Batlotg Components Group log. Snap Lewis ICC Evaluation Service, LLC WASH M. RaiMl, PE 00/19=17 Oily 017 09212017 Approved Revision 2017 ITW BuaOkg Components Group Inc. Start Lewis ICC Evaluation Service, LLC Wmm1 M. Rou 1, PE 09/192017 024072017 092112017 Approved Revelon 2017 nW Budding Components Croup Inc. Category: Structural Components (847) 918-8473 (407) 681-1917 Canopy: Structural Components (847) 918-8473 (407) (181-1917 Structural cents SubCetegay: Teas Plop sMwM®aPineaw.com 8ubCaneory: Tnes Pldp oWMs®atpinekw.cem SubC by: Plain tnCabegay: Tross Plots Compliance Method: Ewlustbn Report ham a Compliance Method: EvakuMm Report 1pin a Camplk w Method: Evakaubn Report from a Product Evaluation Entity Product Evaluation Entity Pro" Evaluation Entity An" ProductDmdoUa Him Rail" Pies— am Product OMUdod= Contract Excitation Date In HVHZ DuhkWDHVHZ Resistant p. m Sae! ProauetMoad.NunlbaaNena 2 ITW WWAlpya Hit" Plate Mdal Connector Plate 12/312022 Yes Yss WA WA 3 rtW BCOIAIpkne Trolox Metal Connector Plate 120312022 YES Yes WA WA 4 net BCG/Aghs wave Florida Department of Business & Professional Regulation Poe I oft Florida Departrnent of Business & Professional Regulation Page 1 dI Building Codes and Standards 1/52016 Building Codes and Standards 115rmis Product Approval Application Detail Product Approval Application Detall FLt21974ta rilirh Entity 9 20 211s Dan Pmalm 21M FLM974t$ Smsg EMM a 211a 20 Dole Pending no PLtl1n4M 220 Inn Vmaga lYBidsalm Smrsact Engineer &JAame vWtldkml Yalld" ARWR d RICArlericanu Approved Ron Irg Version Menkatu 4smhd eainmaLk— Validated IN Validated &Wml&d FWA-1 Assigned Static IYae varshB mmlha0mt povmm 2017 Wright Industries, Inc. David Wart ICC Evaluation Service, LLC ICC Evaluation Service, 10/19/L017 10011920f7 10222017 Approved pe mm 2017 Mrr'ak Indu*Ms, Inc. 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Muller a lterp 2 Mil 16 16 ga. truM connector Plate 01/012023 Yee Yee WA WA 3 MT18H5 18 ga. high seal tines connector plate 011012023 YES Yss WA WA 4 MT20 tluvmSrsad< sftnL clbwb seeing, cilhaft Florida Department of Business & Professional Regulation Page 2of2 Florida Department of Business & Professional Regulation Page I bf2 Building Codes and Standards 120/2020 Building Codes and Standards IrIM020 Product Approval Application Detail Product Approval Application Detail Coda Emttv a Dade 2211 Date Pool Data Type Version Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved status Editorial 2017 Weyerhaeuser Rob Badwln ICC Evaluation Service, LLC Ian Lehrer, P.E. 04/012019 03222019 04/08/2019 Approved Change Category: Structural Components (253) 924-6476 (608) 839-3288 Subcategory: Engineered Lumber Robert.Badwin@weyerha Compliance Method: Evaluation Report hom a Buser corm Product Evaluation Entity FLa6577-R16 Product, Qudlty Aisurarl Approved for Use Approved for Use . Impact Dalkon Seo # Product Model, Number or Name Product Description Camrad Exomatlan Dale In HVHZ Outside HVHZ Redstart. Pressure 1 Mlcrolam LVL Laminated Veneer Lumber 03/312021 No Yes NIA N/A 2 Panel— PSL Parallel Strand Lumber 0313112021 No Yes NIA N/A 3 Timbal-Sband LSL Laminated Sand Lumber 0313112021 No Yes NIA N/A 4 TJ Rim Board Structural Coh lie Lumber or Oriented Strand 03/312021 No Yes N/A N/A board Rim Board 5 Weyerhaeuser Rim Board Oriented Smnd Board Rim Board 03/312021 No Yes N/A N/A FL#158-RD2 {+ratlocts . - Quality Assurance Approved for Use Approved for Use impact Dew Sea N Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 High Strength Concrete Lintels 4, 8, 8, and 12 inch wide lintels 05212022 Yes Yes NIA. 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Number or Norm 20 gat truss connector plate 01/O1r20Y3 Yee Yas WA WA 5 Mr20HS Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P1a+774Re Cmde Bill or MUM Version lAaoWxmtn[ canbwt En,k— &.LJ— validated 01 Rev skim 2017 Conmerdel Concrete Product,lnc, Robert OMts THUY H. HUYNH John Hoy Cabgal atru"" Conponame (813)65&3707 PE-80122 (352)55"311 pory 6U0Cve: Products Introduced as a Result of pncssgpater@yehce.cern Now Technology Co pftm Method: EvaMetlon Report from a Florida RegYMred Architect or is Licensed Florida Professional Engineer FL6117744115 Products Pass I d f 1161A118 RWR 20 DOW PendkW 21M Yattidd Sim FIEC.AssistW Apeman AMM 10114/1017 10/132017 lo262017 12112/21117 Approved cluster Pentagon- 8ae,"dmtthe A9amLed.go, Use kneed gild See! 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AQoomd for th l Approved for Use U12ut 2ift InIARK Outside z R"Mtut Pf6ftn 20 9& NO strenpts Net connector plate 011012023 Yss Yss WA WA -41--e N N U) .4.. e U ^1 Q Q' O . C }+ U ^' W LL cn O VJ O O E O W 0 CU L /�� 4-0 E z z LU J Cn m � CU -ilaaaaaaa CIO � er_ U) O }^1. W U) ICU O L 0— I/ / U O L V U m cW G Q z Z Q J SHEETAO. PA 1.2 II1 11 i,,L.l t.l m ,m,l;:t:I', I `iI -- 1T— iTI - —1 ll a k e