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HomeMy WebLinkAbout39793 Harvest Creek LnABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Flr. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAID or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A. F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KIWALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof I Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam 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 Ph. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Plt. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Flr. Finished Floor PW or P.W. Pre -wire WWF Welded 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 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 12-19-20 5.0 FBC 2020 CODE UPDATE +4 r*J ri ALL WC': NATiOr RE, f,, AND ; F:. lP�PLAIN 1941 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET FLOOR PLAN 1 2 INTERIOR ELEVATIONS EXTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS FOAM DETAILS 3.2 F1 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 WATERPROOFING DETAILS PRODUCT APPROVAL NUMBERS WP PA1.0 PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 I 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. i1;31ttiPl y C) C F L. (-' w �� akOFESS' 0NP+'+ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W a E g N 8 6. i` 0 Ana 9 u"w n. y ! d! Q ny NrrT? 04 rLLL LL w a ��nn was o too 0o _Z t� W _ LL �@Ntn ��ar,rn 00 o rro-i a 0 L N Z N M A D O 0-1 U) OU CD Mz z z J 0- N In .0 z o 1'C• O �N : Vt A s w.._r o Ce> o w Z Q J E O z �o wLL 7 Div Zo Z F g E �7q( S �4 ai W D U 0Z +�. t v m� Z C J 4 a a g� w Z W LL �w zla Ov 3 .� p J > V7 L W m 0 co O o In 0 CO N r co r N 0)r T- O 04 04 r a; E CV CN c� r- o z z 'a E O E `" c°�0 Q o JOB NO: 20-8085 SCALE : AS NOTED SHEET NO. C S c c d H.B. O A O S3 EGRESS EGRESS i3' O 5-SH ih AC PAD �� -- -- -- N 16" DEEP a Y FIBERGLASS I A - - --- INT =Iw 190 I SURROUND RANGE G tLf G. LA I TYP 1 - _ I N - � � I -- - B I- STORY 21'-2" - 2'-2 i 10'4 10-41-' g 5'- I C7 11 -0" 0' 0 o C7 - -I - } 11 I pISP I T 1 b� I - 2" O rn � CAFE °° c o I\ SINK wI .. W J VVACRE T - N t� U I T. cLd. - I .- BEDROOM 3 I -C- AIT hi r J I =tn O M W A o ' "' VAULT. CLG. PATIO CARPET D.W.-18'-("�G o o > �---�-------_ : z -� TI�� - -- ' BEDROOM - L 2 CARPET I ILE! �l- BEDR OM 4 W IT I a - -�__==____=__] -`° -- - -- - �� 8-o CLG. �° - 00 =o w, I'1�6 8'-0" CLG. b I OPT. I I CARPET 6_1� N urs� - R' s CA PET I - --I j REF. I 1 -- L I I 5068 B.F. 068 B.F. 11-7 1 4'-0" a --! -- ----� -- 6'-10" 8'-8" 5'-4" 14'-6" I 5'-4 T-6"L N 4'- - - 7" N - R&S N 2668 �� 2668 M ' N R&S HDR AT T-4" i -- I I-- 1-- _ 23 8 10'-103' T-10' 7-8" 8 - -- 1 r- -. I 6„ 78„ 5' 0" I I� �� I O I ENTRY o = 2:12 VAULTED CLG. a. l - `- - -- I 9'-4' CL' 3068LO 8'-0"CLG. O M r I FAM I LY R M 'FAMILY - L� — - 7-- v c1d 9'-4" CLG. R.A.G. ? CARPET c� j -I j 28 8, (3) 2x4 #2 SPF w/ _ K DTT2Z @ BASE CC G.T. S3 S3 1 r NOTE: FINISHED I I AHU 8'-q„ CL - -- - ` I I f - r--� WALLS TO BE v �I i I A 5'-116 8 4 -- -- YULE IG.- nN FLUSH. VERIFY IN j FIELD. I I S3 -0 OPT. D a I PT. TYP @ 1 STORY TO I I I G (3) 2x4 #2 SP ERG SURROU SS O I I N DTT2Z @BA ANSONcv60"x36" BOX 36" --__- I I I M SHO WER @ ZDRYER I I I - - ' -- A.F.F. _ K rn I H I I I -i -_ 1 I VENT S3 j I > 2 68 li THRU ROOF OF SLAB 2" I I OrX30I I II BDGE EYOND WALL =II 1 - _W 17-8 2668 '-8' 7Oul co 20'-0I " w I °P N I _ -; -• - �� 05 2 CAR GARAGE I I I - 0— A t G OWNER S SUITE I II W. I. C. LL 8'-0" CLG. I I I 8 -0CLG. � 0.CL 8'-0" CLG.-I, 2-6" BUILDER TO III III III CARPET I CARPET PROVIDE I TYP @ I APPLIANCE GARAGE SOPENING 0 0 5-SH = ----------- WPROTECTION CO WHEN REQUIRED N I I L -` ---- I 6"DP°' R&S PER T------ � A H.B.T S3 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 H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 91/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 114" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 25 S.H. 13 20 X 38 J 18 4 X 37 S.H. 14 20 X 501 18 } X 50 S.H. 15 20 X 63 18 J X 62 4 S.H. 16 20X72 184X714 S.H. 1 H2 27 1 /4 X 26 26 X 25 } S.H. 11-13 271/4X38J 26x371 S.H. 1 H4 27 J X 501 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 11­16 27JX72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 J 36 J X 37 3/4 S.H. 24 37 J X 50 J 36 } X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 4 S.H. 33 54 X 38 J 52 4 X 37 1 S.H. 34 54 X 50 J 52 4 X 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 52 J X 714 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 FLOOR PLAN - ELEV-Bl SCALE: Y4'=1'-0" 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. Other openings between the garage and residence shall be equipped with solid wood 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 not have 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 as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. 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 Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" (-A+29.7 / -32.2 © +29.7 / -39.7 OE +26.6 / -29.1 �F +26.6 / -33.5 GO SEE SN SHEET KuSEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 11131" (TRB) 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 24 TOTAL AREA 2376 INSULATION REQ. LOCATION I R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) e��,,\t�111l131�m„lFi.�t C.",P' S '•• ,� 7j'f'/f/rrd l I Itl1�', �39 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. !W- r $8 c�pp it C °� a*"a fA (n r r LL W". a Y i aCl c J W 6 � ut Z c m$ W�°�'°' t3 ZD d' O _J Q d Z LLCo 0 a N Cl) Z (n p OU U Z _ W ❑0❑ C z iV -- CD M CD 1 1 lL •U O Jill V) �N C y nr4{5x"t = t Q Y oC o M Z 0 w E io of z® E O F- C j h RU ❑ , oU Z O N'�o p¢ W a� �z «� mo ro C - C . mY � �r z a� J r7a aw ern CL ¢W $ zz <O z N W W c�pp �5 Yo a z L J N W cc CD c O co N LPL Q Y °' O CL m v CO � l r o r v/ N C) I— Lo O rn ,— N N "' r 0 M Z :3 E O E JOB NO: 20-8085 SCALE : AS NOTED SHEET NO. 1 _ I ll' - I - - II11111 KITCHEN ISLAND HOOD it RANGE KITCHEN o 0 0 iV iv 0 ih OWNER'S BATH NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2" LESS THAN CABINETS BELOW MIRROR SHWR. SHWR. DOUBLE CURTAIN HEAD RODS VARIES ROD o- 0 z 24" TOWEL BAR TOWEL BAR IN g � ON WTOILEBOVE TUB OR SHWR. w TOWEL BAR a ON BATHROOM WALL 'r MEDICINE i _ SHWR. o 0 CABINET 00 I _ VALVES _ = o TOILET CO SOAP , PAPER CD IS U 60 o HOLDER 1 LO LID z z U- o 1 M O > CV > co I _ 1 "'M MM N B LT L FIN. FLR. BATHROOMS. SHOWERS AND TUBS SINGLE ROD CLOSETS / LAUNDRY KITCHEN MIRROR r 0 - _ 0 Cl) OWNER'S BATH MIRROR BATH 2 0 n 0 60 INTERIOR ELEVATIONS 42" H UPPER CABINETS ---� 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12,FOR PANTRY CABINETS — OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED o COUNTER TOP CABINETS - 30 H BASE c� FIN. FLR. .-- SHELVING 0 00 "' 0 2x °0 1 FRAMING Co 1 /2" GYP BOARD — CABINETS - V-2" `� N N CV FIN. FLR. SCALE: 1 /2"= V-0" Ill ,LE PLATE' ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1 /2"=V-0" rP r C ! FLO I'll, 1,01(111 m0\0" To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. ID Q 1Pi^�c 0 N J 8o V O 7 C'n J LL w v u_ a y rNi �Xn M,LL u- a W 5 Z t m 0 W N � O U) ILm a N Cl)NZ E' rn O Z Q U -j � U W ❑0❑ T 2 F�' Q ? U) N C3v� 1 ' T T — LL rn U M - O w � N c m k u?j '� w A = ,vv C � Q N O w zM L.L 0 O z o �� �- �s Q a E o �S a _® oa �U zo C o E N RO _ rL Z d It gz z N� b f Z W 2 CD w� H W� Z4 a 0 �O = �L J L m To M 0 .> c O `° J N O '-` 0 m U CO Q) z r-- m = '+ N O r O rn T— E N N M o z c E O E cc C r0 n o U J 'am Q ❑ aCi -J JOB NO: 20-8085 SCALE : AS NOTED SHEET NO. 2 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 12 - -, - - - - F30 -, - FEI rE I FE D F-1 E 0 [A E-1] II I 91 lip 8"x8" SMOOTH TEXTURES CORBELS ,- 12 - 1" x SMOOTH 5 TEXTURED `—�— FREEZE BAND HEEL --=--------------------------- '-- 12 L...-_..- 51 -I 011IMM" M a W ' ------ — W.. T.O.M. - - HDR HGT. bo co ❑ TEXTURED - o CEMENTICIOUS o0 00 FINISH ON C.M.U. —.lFBI/ (TYP.) I -r F. FL. +3" SMOOTH TEXTURED BAND FRONT ELEVATION - 131 SCALE: 1 /4"=V-0" 14'-0" RIDGE VENT �T�.,,� ..+..�:— .ter_:, ..,_:.� —I—I•: i _u. �_— 12 1"x 9" SMOOTH T 5 TEXTURED T-0" RIDGE VENT _ � ._,�.� - _ �_I I I �� FREEZE BAND 12 12 5 �/' ------� T ;. r TEXTURES CORBELS . _.._ I ._ _ . _ - �- -- - -L— -�1 s�- _ L- _ - I , T- � I - I I — -3 TAB SHINGLES. ROOF INSTALLED AS PER MA U . I - _ SPECIFICATIONS T- -, y : - - T.O.M. --- I --�- 0-----------------------------------------------------------_ 9 --- - - - - - - - - - - - ---------------- - - - --- - - - - - --- - HDR HGT. _------------------- j-- T-0" TEXTURED J 9 CEMENTICIOUS TEXTURED 0I 00 FINISH ON C.M.U. CEMENTICIOUS to (TYP.) FINISH ON C.M.U. (TYP.) F. FL. +3" SMOOTH TEXTURED BAND LEFT ELEVATION - B1. 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 C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be 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. 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 approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction 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 intersection. • 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. e �.l • r vi I ._i ••'� J Q 5 = r1c w -- _ 6 1G y •'' g F L •,. O E 5 S, O F 101{Il4� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Resldentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q o 8 N Go m Iae-pp at Cf o J lJ u_ a nt M v -w � a YYn �tJi u_ a w 5 Z_ cco W 7 f0 N t0 - ern°' R' O _I a d = Ci N M Z o a m p Z OU U' z � � z z C � U � Tr• 0 w U w U 8U Q Y Q N � Z ch J 0 �o a� aR go E o (U I-0. 7 %U on =OU Z G7 N K H a0 a z a o wo =! n Z w z Q) � �o ms c � o. _Q 1 � Z J a ° z (N o 444Z W 3� C) a 3 L a0 Will!n r pp O za J �C:) >Lo L rn L° Al W m .= C O co J N o m U C0 C T (� = 'r 2 .T� N O Lo O roll) r N N M o Z Z E 0 j" m f6 c d U J Q Q J JOB NO: 20-8085 SCALE : AS NOTED SHEET NO. 3.1 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. _ I-. TEXTURED CEMENTICIOUS 50 co FINISH ON C.M.U. Zfl (TYP. ) F.FL. 4' OFFRIDGE VENT -�=-- 12 -- _ -- -- T -- � 12 7: �5 3 TAB SHINGLES. ROOF-- - INSTALLED AS PER MANUF. SPECIFICATIONS 3'-10" - 6 0 - -- —' - 1 — — TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) —EXTENDED OVERHANG BE CENTERE ON DOOR 19 REAR ELEVATION - B1 SCALE: 1 /4"= V-0" HDR HGT. -011 I---- F.FL. 14'-0" RIDGE VENT 12 _ 7'-0" RIDGE VENT 12 T �_ i_i I - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �'- -o ----------------------------------------------------------------- RIGHT ELEVATION - B1 1 /4"=1'-0" T-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 C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be 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. 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 approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall Comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction 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 intersection. • 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 forcompatibility with adjacent wood preservatives per the manufacturer's recommendations. •J Q G co RO F E 5 S1 O�\���� f1�rlttIN4111` To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. '1 Ol spy .tea r< O N u- Q pf N d mmC -9 � li ik LL W r N yM-V EL u a Y 13Z m r 64 C O I O F- �y Yi W t N N (O m OJ J Z ILN d Z N d N O (i OU U�0 U N z L J a N r 4J M �_ 43 CD �C21 4-1 U (� w M u inTom• w tl1 r— cn C13 �W U _ Q o � yO zu E ca A a ca c8 E U Z O N � wo ao aw mo N C VV 0 zLL Z Z � J 22 4b �i tv � g a o WC) - �uw o� 0O i �L J Q; nL' W � .' C f° O (V 04 Q O CL w � (VO LO N M 4 (� cf y o Z Z E O E a 0 _J Q o � JOB NO: 20-8085 SCALE : AS NOTED SHEET NO. 3.2 2" 0 VARIES 1'-10" 1" CAP CAP 1" 2" "NOTE: N N FOAM TO BE USED 1" RADIUS ` ONLY WHEN 1/2" RADIUS REQUIRED BY r � cn ^N 3 1/2" RADIUS COMMUNITY r 1'-5a" z A` iv o0 SPECS. IF NOT, N 3/4" RADIUS DETAIL TO BE 1" 2" OPENING VARIES 2" �2"� irr 1rr M �r 'f BUILT W/ STUCCO. 1/2" RADIUS N EDGE OF 1" 4" VARIES ; , ��N 1' OPENING r VARIES V-4" Q 22rr VARIES = 1 „ 1 rr 1-4- VARIES N 1 rr 1 r_Orr 1 r, SIN 1 1/2" RADIUS 44"42 4" 34rr 2 1/2" RADIUS in N e VARIES 12 " 11" 31" to •^le �N 3rr 2rr zrr 1" BASE � BASE MTe T 4r, 4rr ir_8rr 1rr irr 4 irr `\ Y • \\� 1•, TN 1'-0" Orr N 1 U _ \O G� � U Q C7 "NOTE: VARIES 8" 2' S�� Qom, 2 FOAM TO BE USED to .,�i/ .o•• ONLY WHEN //// ROI IIII11111 \\\\ 3 REQUIRED BY 1'-6rr c,7 COMMUNITY 1" SPECS. IF NOT, 1" OPENING VARIES 2" I I 1" 1'-4" DETAIL TO BE 2' BUILT W/ STUCCO. 4• EDGE OF OPENING 1-1/2" THICK 1-1/2" THICK To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these 4" 101, N drawings comply with the 2020 Florida Building Code - �,� Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing 10.. O" 6" Engineers signature and seal, c (2 ,c N Q NPQE$2s WOf 1A Nr r W NLL LL w J %OiLJar}?ti/Lt 4rr 6"- - $oz W Uj N 2rr 4" 3" 2rr 2rr N —;�Z: ) , LL <Z co N co Z J N og > > Z N O U '_' W o :W ❑❑❑ m 1-1/2" THICK -__ _ 31" 7 � 24r' - 2r�rr Q 1 • N 513 2 1 5 52 trr 1r_4rr irr 7 x _ 4 �g 0 IN r'I LL uJ Q O flu 4rr 1„ 1" VARIES VARIES 0 L w r— c w *> VARIES VARIES c ro —0 c r4l" 8rr Lry r--------- 0�a ' 6" # 4" KEYSTONE F11 0 KEYSTONE F11 00 J 2o <R OPTIONAL OPTIONAL $ o w LL =o E: v a O r Q ^ N DO R6+ CD 2 44 r - R 1 LT' ao g z g 7 a r QQ„ irr N `Sw z t I, I 4" GARAGE DR. OPENING 4" 3 4 4" WINDOW OPENING 4" 4" _ru a W •�-M `� NOTE: • INSTALL OVER STONE, TYR z N J <" � _ o • FIN. TO HAVE TRADITIONAL 0- LOOK g VARIES & SMOOTH FINISH W U s a o r FOAM/ EPS MATERIAL IS ro ACCEPTED J g Flo � 12 NOTE: ` R o • FIN. TO HAVE TRADITIONAL LOOK & 1' 4" s 2r 1rr Q SMOOTH FINISH 14' 1'-" 14 12" 54r, 1 r i r 54rr > L J 2rr • FOAM/ EPS MATERIAL IS ACCEPTED iv L i3r_8" irr -- c� 4rr 3r_Orr 4rr 1 " 101r 1 r�rr 101r N 0 -- - - - 0 n- c c0 N J .lc N �j O J (V . r C U _..--- to 1 rr o T cA CD-— N coCN O) O N o --- E N M o 15 ih ih r z N cc o @ E .per a i� 0 ¢ o � 1" Rro'r = irr JOB NO: 20-8085 1 rr SCALE : AS NOTED SHEET NO. GENERAL NOTES: � � o • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) F1 • ACRYLIC SAND FINISH ELECTRICAL SPECIFICATION 150Al2 LCINDOOR PANEL CENTER NOTES: 114 copper to lights 8 outlets NEMA 1 00 p12 copper to 20 amp ckts 50 MP/ ELECTRICAL CONTRACTOR 200 AMP 00 010-2 copper to WH MUST VERIFY WITH THE N 10.3 copper to Dryer SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR METER LOCATION PURPOSES. !0 or 410 SER Alu 200 amp 150 amp GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center 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 and 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 Codes (NEC 2017). 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 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). 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 soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 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. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of 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 than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH � 4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) 49 PUSH BUTTON SWITCH (OPTIONAL) i0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) K TELEPHONE (OPTIONAL) k<USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER Ja ELECTRIC PANEL DISCONNECT SWITCH L J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT UNDERGROUND Disconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER CO. 0 0 %W a W 0 11111111111W 2 0 In "'11111111111111M 0 IL 0 Mill 0 1111, � I NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER WP GFI DISC. DEDICATED RECEPTACLE H.B. FOR MICROWAVE RANGE Ak _ t HOOD PER SPECS \ 3 'GFI ' TT � WGFI -- --- �''`{' RANG /M 1 PENDANT AS / ✓ -.- �L� ` vPER SPECS / — W.C. ;SWITCH }� I 'FOR11DISPOSAL rll V N AFEr7m. I \\�� I GFI IDISP D.W. SINP _ _______ . \\� GFI C-- J -- ----- CFI —�— I — -- — — --� -- - ----- — -- GFI n,OPT.I I � I �. , li �I iI REF.I U.C. OUTLET _. `— U.C. OUTLET ROUGH -IN FOR FOR DW OPT. CLG. FAN/ LIGHT PRE-WIRE E--WIRE FAMILY RM G S.D.VP \ ROUGH -IN FOR \ \ OPT. CLG. FAN/ I \ LIGHT PRE -WIRE OWNER'S SUITE 10 BATH' - 1 —t II GFI Il.,b. ►) ROUGH -IN FOR OPT. CLG. FAN/ \ LIGHT PRE -WIRE BEDROOM � I / ROUGH -IN FOR / OPT. CLG. FAN/ I / ROUGH -IN FOR LIGHT PRE -WIRE I t OPT. CLG. FAN/ I I LIGHT PRE -WIRE O / BED�6O1 , BATH ell, � I r / BEDROOM 4 \ S.D. \ F If C.M I r S.D. III 211111111111111 111 III I� � III IMNMMMNNv::MNMNNNNN IIIIIIIIIII�II -----------� I I I 1 I I I I I I I I I I I I I ------------I RECEPT. FOR ALARM SYSTEM — GFI @ 44" A.F.F. — ` F------------ n }} I I 11 I I 11 1 I I I I :GFI @ 44" � I A.F.F. I GFI FOR I GAR. DOO� GFI I I 2 CAR GARAGE I I I I O I D VERIFY LOCATION IRRIGATION ELECTRICAL PANEL ��kP_FI @ 44" A.F.F. VERIFY METER H.B. LOCATION WITH BUILDER ENTRY ELECTRICAL PLAN — ELEV-131T SCALE: %4"=1'-0" 0 N 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 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E 00 V N d r- # LL s 0 tll --.00 to (n o LLa lg a„M N c LL� " 'LL L sY� a w 5 0 0 Xoc = f0�v_ O5 9 mNm 0 IX 0 W W �2O^jO' m J ¢ � a Z IL N M Z r � a S2 O 1 = O C v ti CD _7 z Z � Wv) _J — Q- � 13 M Z N �-J �0 w g • L Q Y — o W M J z q LL U g o o a O E N to "'Z �o =® oa ua H C x� �Z Z01 CD N � ai �cJ a? � o �dQ ros c©� Z gZ Z 2 2 } ©4 3� W d T,yi O 9 U a N Zl a F O 0 121)Lcc J m Al W O .> c O fD tV Q C 0 C:) U m � = o r .T� 1 c) n � r E N W c' m Z E CD ,= z° ac0 0 ¢ of0 JOB NO: 20-8085 SCALE : AS NOTED SHEET NO. 4 I T I IIII III'I11 1 1 1411"111 ATTIC VENTILATION CALCULATIONS - 131 TRB Attic Ventilation ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented 1/150 Rule 1/300 Rule Ridge Off -Ridge space. The ventilating area may be reduced to 1/300 provided that at least 40% g y (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. but no more than 50% of the required ventilation is provided in the upper portion o Req.) (Ft.) the space to be ventilated. Upper ventilators shall be located no more than 3 feet - - -- - - Total (measured vertically) below the ridge or highest point of the space, with the - Ventilation balance of the required ventilation provided by eave or cornice vents. ATTIC SQ. FT, SQ. IN. of Provided -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN*" SPACE SQ. IN. of SQ. FT. Total SQ. of ventilation to by Upper ors Ventilators (Values to be verified with Manufacturer Specifications) ventilation of vented IN. of vented be provided SQ. IN. of SQ. IN. of (See Elev) OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA I UNIT required soffit ventilation soffit by upper Ventilation Ventilation • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. needed required . STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA I SQ. FT. needed ventilators "If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA I FT. Main (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed)! 9 = Linear Ft. of Deck -Air Needed) 21.00000 0 2.000000 Floor 2377 2282 326 1141 81 570 591.0 _ 276.0 (Zone 1) 315.0 ' 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"=1'-0" N . O��r�\\ 1100 To the best of the Engineer's knowledge, information and belief, the structural plans and speciflcallons contained within these drawings comply with the 2020 Florida Building Code - Residential 7th 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 o^o O N tV pp u_ l l N Q rnr- r-� w a �rNiv � a Y < MLLU_ aw a Z rr O M O c0 lY O _J nr m� �j °' W Z LLW a N M Z � m O Z pV U� tvn _ W ❑ ❑ ❑ CD v Z N m z fo`o Q V `r] vi LL •tJ 0 LAJ INI ^ Ly N N M GO w (h p < J ll a E O E v zo o� wi Z z z ® oa F— M`'' u° Z C) nq Q zZ Oa W z N, It 8 aO m7 in g N o1N= z s° Waj U �j a� y LL r J `J C)ID 0 O it E d zo 4 O O i ` > Ln .J iv W 0 O co J N C V O EL co C) O to r M CV O r Lo O a, r EC z E O r` C a U q p JOB NO: 20-8085 SCALE : AS NOTED SHEET NO. 5 c 65'-0" 5 �" oil1,_98" 3'_28 , 5'-0„ 5 p" 5'-10" 3'-10" 6'-0" 6'-0" 3'-10" 2-10 fA 5-1164 5 _p„ 5._4„ 3'-0" A H.B. U.NPO. 1 STORY S3 ................ ...... ------------ ........ .......... ........... ........ ........ .......... T r------T-- �— — — — — — —: —+-- — — — — — — — — — — -- — — — — -- — i— :: — --- I-k— — --P+-- -- — — --I 4 0� - •. - 16'-0" 2-9a 6'-10".' i p_p ■ Cl 3 1 /2" } i II � I SINK I DISP I \�� I .::�:::. 1 i D.W. j oo } i III CV S3 co o v g3 �— — — STEPS AS � I : ; L __ -D _ J CHASE TO IS I \�� �� ---------=------- --- ■ - CJ L - - - - - J -C OPT. -T- CJ CJ ' PROVIDE 1" RECESS - - - - - - I REF. ; '.: '. '. '. '. '. '. '. '. '. '. '. '. '. '. '.: o i I l I CJ _ 4 I ■ TYP @ 1 STORY U.N.O. REQUIRED FOR SGD. REFER TO ::: . .'.'. .'.'.' . ::.' :: 10'-104„ PER FIELD MASON'S SLOPE FOR �� KITCHEN ISLAND ; CONDITIONS I WIDTH `I� LOW WALLS I • ::: •: ; ; :: ' ' o 4-0 16'-10" 12'-10" INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM W/ (1) #5 REBAR VERT ABOVE SLAB :::::::::::::::::: :::::::::::: ' ::::::::::: ........ ' ' . ... . . .. ......... ■ . .. J. ■ ■ ■ TYP @ ALL PLACES SHOWN TOP OF CONC./ PAVER T BE 4" 0-0 ■ (2) #5 REBAR I HOOKED FTG. DOWELS 5" EMBED BELOW FIN. FIR. HVAC CHASE 4'-0" 4-4- 4'-6" VERTICALS w/ in W/ 25" EXT. ABOVE SLAB "GRADE 40 I STEEL" �� BASED ON PROVIDE Y2" x 9" SLOPE I t FILLED CELL \ RECESS FOR FRT. POOR G \LOCATION I 2'-6"x2'-6"X1'O" FTG'n"4 25'-lOA7-" 9'_51 $" W/ (3) #5 E.W. — 5-0" � \ \ � . . . . . . . . . C? 7"I CC (2) #5 REBARjinI °0 TYP @ 1 STORY&S3T S3 VERTICALS wr U.N.O.S3 FILLED CELL i? :. r 2'-6"x2'-6"X1'-0" FTGT-1W/ 2'-6" x 2'-6" x 1'-0" (3) #5'S E.W. Cr (2) #5 REBAR VERTICALS w/ in W/ (3) #5 E.W. G p�� -3 1/2" S3 I ; OPT. D PT. SLOPE s____ PE' Cl) FILLED CELL -T� 5'-3" 1'-10" 3'-6" O : I r I M o rn N — ■ — CJ CJ CJ I zoo b) : I I :: ::. 3-1/2" MIN 3000 PSI CONC. I 2'�a 7'-10" 1'- EDGE OF SLAB 2" SLAB FOR HERNANDO BEYOND WALL I COUNTY ONLY J N I 3-1/2" MIN 2500 PSI CON- K � 53 I S3 iD SLAB OVER 6 MIL VISQUEEN I L? I N 20'-6" VAPOR BARRIER T 35 4" BUILDER TO ■ I 0'-01. PROVIDE (2) #5 REBAR • I ; APPLIANCE VERTICALS w/ in _ 4'-0" : 12'-1" : O PROTECTION FILLED CELL :: ; • VV•H• WHEN REQUIRED L--------- o o ---------1-' — — PERFBC -- �-- — ------ J - -� --- — -- 00 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 5'- A S3 TYP @ 1 STORY 6-43i U.N.O. B 6'-0" in H.B. 7-10" FOUNDATION PLAN MONO — ELEV—Bl_ NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN w w CONTROL JOINT DETAIL SCALE: 3/4" = V-0" ,• •• .r #5 CONTINUOUS ,�; ' ; . _• '�_ REINF. SEE FND. FOR :•, :r,;� QUANTITY #5 X 25" X 25" CORNER �; • ; '� ; • ,�; •; �; = '�_ BAR ONE FOR EA. '• •. HORIZ. REBAR, TYP. U.N.O. • �� • '�_ '"Alternate: �•� ,; �'; The reinf. bars shall be •. • •, •. • • •, c ont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" I OF _FLO , . S� � r hR •�\� C9 A 0 SSION��ti`, To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E 0 N .. =�0�0 it LL W r rn I- ` V L W a CL a13� S Z . m O { NO J 7 a1r,—, LL a a < =) 0 z OD❑ � N M (D z Q. N N M � /� ^^V '/' z V (a L-Lr W �. U 0 w s N , ^ Ly N e>t stnu E "— 8 U o / • o �g w co Ch i $r Z < J �i o zo zp w �° wa z Fca � C=) ga o� oa a Z �$ �� Cn �v d g " z U) J Q;" Qz 1z ° W Q o w a N W zla o c C)0 �L J a; W C> •= C O Y ^ Q C O to 2 f'- W i f0 r = CVO T •� LO CD rn T m N N c� r o z z C E O H FL o .. c> _j Q C JOB NO: 20-8085 SCALE : AS NOTED SHEET NO. 6 B RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft IND SPEED (ULTIMATE) 140.0 MPH IND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C -FFECTIVE WIND PRESSURE AND SUCTION (PSF) IND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 27 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[6:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 49.57 49.57 49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 1 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 (2%6) or t-Y32" EXP. 1 (32/16) TILE: t%32' EXP. 1 (321'6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/6" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15/32" SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS * * 7r-* 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER a=4ft RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING GABLE ROOF > 20 TO 27 DEG. @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS [4:12]-[6:12] W/ BLOCKING PER NAILING SCHEDULE. CJ1 CJ3 CJ3 CJ1 UPLIFT CONNECTION CROSS-REFERENCE MARK Q SIMPSON STRONG TIE CAPACITY FASTENERS CONNECTOR SYP SPF USP MANUFACTURING, INC. CONNECTOR CAPACITY FASTENERS SYP SPF A META12 1420 9 - 10d x 1 112" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 112" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 112" 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 1 112" HTA20-18 1625 1400 10 - 10d x 1 112" F HHETA20 2120 10 - 10d x 1 112" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 — w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 3295 - 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 112" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8-10d P HUS26 1320/3235 " 1335/2820 " 20 - 16d x 3 112" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 *" 30 -16d x 3 1/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED wl USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w D SINKERS & GT2 13100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & 14 1/4" x 2 1/4" TITENS ( ) (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 -10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-10d x 1 112" HHCP2 680 570 1 (20)1 Old 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 12-02-20 LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 318" 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 (B) 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD tw 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 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 S7 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) I OR 2 PLY WRIER SEE SHEET S7 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-131 SCALE: %4"=1'-0" F L C) a To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. F r a o f $ `o �o r ak pp N � A. 00 J LJ1. LL - 0 IYl •� 000 rh t/) r-- r� v it Lu LL w a Qej rNi rLLLL : �Yn a z 5 Z O w W w �•�0� mo-j = LL W N cN+r Z a R D O Z� OU U vOi _ W ❑�❑ C C'Z W Z n Q u� C� U I v) i� z v -1- � - w W 'U .M __ M O w $ V v ' Ly N r W !JO C) C Q • N� s o j w z <" � J Z � a � L.L E� 21 �R z® O f0 U wo 20 ❑a 00 F_ C E r� ❑ 0 z) O a N t °d i o a i tt Y V o z 'z rn_ sM 2 O U W> a U a a= Z MK � 23 �I ( zlaT� s 2 C:)i > Lo J L � .> c O m N Q C U W T (� = N T T O Lo O ai CV E z E 10 a E U _j w «? Q p c JOB NO: 20-8085 SCALE : AS NOTED SHEET NO. 7 Pi %16 1=L0� ` S S I O is To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th 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 Q r O C'4 �p J Q N aC:5 D CC J tL N � a rr N a u�r-0 J w u_ a Ne @ALL w � ,: .. Q a J Z �y[ L S 0 7 N t0 UL O W 00 Z ILW co M Z -j O = OUv-jcn DDD QN Cl) z z� Q CL � M 1 , O � T • 4/J d V_3 O — g V) Ln C 8 ! U O Y N � Z z� E E a ¢ K z 0 Co . i¢ 'V oa V qf O �a CD �0. � i gz Z wS Ada rw �: � � c O Z i � Z o W a� Q d S �o 0 = J L. O Y ai C) A) m W N �..� Z Mgt t— c T = N r 2 CO O T © T N CN CV o Z m Z E p �; r d E ° d Q JOB NO: 20-8085 SCALE : AS NOTED SHEET NO. 8 llL1 t. r 1 a -- _ 1 i' 11 11111 _ I III i _11IPLI1 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 SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(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 R308.4.2, ITEM 2-EXCEPTIONS, 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, 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 R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, 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. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1,1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH 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 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 2. 5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY CO 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 T T T 0 R A HE TOP OF HE 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 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, 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/SEI 7-16 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 DIMENSIONSPERTAINING H N F REINF RCIN ARE T THE TO E LOCATION 0 REINFORCING E O 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: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" 1 y2„ 3/a" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-1-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-1-P GROUT 3,000 Psi 3,122 Ksi WORST CASE DESIGN PRESSURE TABLE 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 BUILDING DATA 140 MPH CRITERIA. WIND SPEED (ULTIMATE) 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ALLOWABLE) 108 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 4. 2. 5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) 4.2.6. ACCORDANCE WITH THE SPECIFICATIONS AS STATED. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF a@ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS 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 C90-14, TYPE II WINDOWS AND DOORS NON -MOISTURE CONTROLLED. CONSTRUCTION 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL 140 MPH + 29.7 PSF / -32.2 PSF INTERIOR U.N.O.. (INTERIOR) STEM WALLS. TYPE: 513 + 29.7 PSF / -39.7 PSF (END) U.N.O 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI GARAGE DOORS = 140 MPH) MINIMUM. (V 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.1 PSF / -29.9 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16X7 +24.9 PSF / -28.0 PSF 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 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 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 NOTE: SHEATHING 15/32" EXP 1 OR 7116" STRUCTURAL 1, IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 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. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' 4.4.6. CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER SUBMIT SHOP DRAWINGS THE ENGINEER of RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. A IN E AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE DESIGN, FABRICATE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI/TPI 1-2014, 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 NOTE: PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: 1 18 FASTENING SHOULD BE TYPE "W" 1/„ DRYWALL SCREWS AT 12rr O.C. FOR CEILINGS AND 1/,� SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / 4.5.2. SHEET METAL SHALL G90 OM NAIL DISTANCE FROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL CCORDANCE WIDTH ASTRM A525-87siWITH GALVANIZED COATING NRACCORDA AIES 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148",16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 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 ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TO OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 4. 5. 5. LFASTENERSANDTIE 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. NOTE: 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 ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM 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 AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 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 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) 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 siggn 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 syystems includinall risers and spray headds shall n8t be installed wl hin 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 518" 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 and mortar along the foundation perimeter must be removed be�ore exterior sot treatment. 10. FBC-R R318.1.6 -Soil treatment must be appplied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318;1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. :CV •� F L O� C,�SS10NP��\, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. n v E +, a V o cc) 04 - M d�'� Ju_ 0 9,n w °° LL Wa tii H a VJ n LL W . rNi v a se rri w s� L a S �o rn M 0 o W ILa� Z Co a coZ W rn p OU tern ❑ ❑ ❑ W .. W vi z a � z j� Tr f6 .O w � N c �, t� U c o w M J ,A_ 0� o #O z® O w Aa z of &�g 0 `g o Irw m� & z� Q) _J chi < i rfi' d o ° Z W � a :jw >� J L C rn C� co r _ T CVG T T O E o Z E c E v f0 c a U _j Q p JOB NO: 20-8085 SCALE : AS NOTED SHEET NO. SN 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O 0 0 5'-0" STUB -OUT FOR 0 o GAS METER (V o • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "*ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"* RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" 1) SIMPSON HTS20 OR 4 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 154" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.811.7 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 FILL CELL STD. 900 HOOK r— BOND BEAM to - w STD. 90° 1- Jrr 1:77s— < CONT. #5 CONT. #5 HOOK ( BAR BAR II �JL _._ #5 CONT. FROM FOUNDATION TO HIGHEST 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 ",-i� COLUMN AND SHEATHING PER PLAN CONNECTIONTJI TO BE CUT TO ALLOW -T FORBLOCKING/TJI MASONRY WALL OR } INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID 1 i BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR STUDS above to bearing below. DOUBLE JOIST CONSTRUCTION SECTION @ INT. BRIG. WALL (Not required if both loaded equally from above) N.T.S. Filler blocking 1/8" min. } Small gap 2" min. gap 2" max. 4" max. Web Stiffener Fastener Schedule � -- - + Joist Bearing Location Series � Depth End Intermediate ® 9-1/2" 2-8d 2-8d BCI5000s 11-7/8 2-8d 3-8d 14" 2-8d 5-8d Clinch nails - ✓ 9-1/2" 2-8d 2-8d--- when BC16000s® 11-7/8 2-8d 3-8d possible \ �, 130 6500su 14' 2-8d 5-8d 1) Support back of web during nailing to prevent damage to J 12-8d 6-8d \ 11 77// 8" 2-8d 3-8d _ web -flange connection, BCI 600 14" - 2-8d 5-8d _ 2) Block solid between joists for full length of span. Tight fit 16" 2-8d 6-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 11-7/8" -3-16d 3-16d 4 Placejoists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener \ 2" min. BCI 90s® 14" 5-16d- __ 5-16d ) 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 4max. I t) 6-16d 6-16d - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Ya" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b. BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer=1900 plf max. along bearing wall BEARING Use 3" (10d) nails at 6" o.c. Required on interior walls : - for vertical load transfer Plumbing Vertical load transfer =1900 plf max along load bearing wall. Load bearing walls when load bearing - for lateral support when joists Load bearingwall must stack meet over wall, or wall stacks directly over wall or beam below Load bearingwall must stack over over s uash=20 blocks and i ! — *Non -stacking walls q * blocking and wall or beam below.* wall or beam below. _ require additional. Joist consideration. Check [ J provide When joists meet over wall, local building 1/16" � "�' � � 1 3!4"minimum bearing for each. I -Joist can be offset code for appropriate up to 3" to avoid details in One 10d box i vertical plumbing areas=20 of high or-20 sinker 3" max lateral load. nail each side at bearing." JOISTS OFFSET N.T.S. _ Provide adequate bearing for each lapped joist. Use 10dx3" nails at Nwalls blocking panel *NonSquash block 10d nails SECTION @INT. BRG. WALL require additional conseraon. (2x4 minimum) Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges • ■ • I.- ■ ., ► Err A 1 2" ROUND HOLE MAY 6" 6rr DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" 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. SIMPSC w/(22)' NAILS 1 5/81 THRU BOLT SIMPSC w/ (22) . NAILS 1 R TRUSS 'OP PLATE 1.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min,) Nail with 10-10d nails. Install tight to top flange.4. SLEEVE THRU STEM SEE PLAN FOR °• a . • Joist hanger FOUNDATION INFO ' • d I r STEM FOUNDATION Filler block. \ Nail with =I 7 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiff ner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 11 0.6 X Joist o f . T depth 1, , o I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN wt`. k1rimot= 4 rvt,, SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF 0 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" CENTERED @ PIPE PENETRATION ., �ill� ., 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE ° d d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION — PVC OR SCH40 SLEEVE PLUMBING LINE d°. d / a° G SEE FND. PLN. SIZE & REINF. 01 - tr . • 'J G. j� N FLOC -3SIOraP�,�� /rlttfl!llttil0�\ To the best of the Engineers knowledge, informatlon and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H a 0 E00 $ 8 '* CN q1 N LL N P~. LL-W a Y Q �rNiv ui �[ J LL LL a W S ,Z 0 (a C . _,. a _ 0 F N LL J W .,. Z LL rnoo �Q a ff o { u+ �Ny z° T N Q (aJ -1 y O U Z W ❑❑❑ z a 77 t/) z a) s O w o to C N G41ai,; U w $ 1 I U C Q � 0 see c co W UL ;z E o o i a® a a O � U �• z o N � �°= o aZ tt� W} Q � N W a } CD 0r -_ -00 I� .2 O > Lo J L. T ^' W m ,> c O ca CN Y . Q o T— o r N T r 0 E C4 �. M . . o z E O a. E U Q p JOB NO: 20-8085 SCALE : AS NOTED SHEET NO. SN 1 r� z m v 0 J Cn N m 4) v 0 co i C Q N N CL 0 g _9 If an V CS .o i CL O S 0 a N N w 12 (TYP.) VARIES IN 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ci @ 6" MAX FROM END OF 2 x PLATE FOR UNDERLAYMENT (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 REQUIREMENTS SEE R905.1.1 CHAIRS (TYP.) WWF OR FIBERMESH PRE ENGINEERED WOOD ° ° TRUSS @ 24" O.C. U.N.O. m ° t- ° — - o HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ , ' ° • = r METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 1— $„ r l —I L I �I I I II I ROOF SHEATHING - SEE 1 SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES I SEE TYP. WALL SECTION SCALE: 3/4"=V-0" \ S3 I 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ALUMINUM FASCIA 1, N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" O.C. SHEET CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1 x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1 x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER Q TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 0- NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE � 'E S r ° r, _ f 6 MIL VAPOR Sz— ° BARRIER j p 4 C COMP. SOIL. I ° (COMPACTED TO 95% — MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON #5 R CONT._/1'-4" (1 STORY) STD. 90 NOOK (SEE U.N.O.DETAIL) CHAIRS TYP. 4„ V-8" (2 STORY) U) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" 53 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS � z �7 7� ��-rJ11�[1L1 � • r� lh- SEE A/S3 OR J/S6 nTHi . �T FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. 13� 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. —T/IF II II II II 5/8"OR 1/2" HIGH STRENGTH -�' (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) - S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ _ 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 211- 0 ELEV. 4-3 1/2" z 31/2" MIN. A.F.F. o • N oo ° rr rrr rrr rrr • 0 TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. CONNECTIONS. S.P.F. DOUBLE TOP PLATE ___---2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"x12" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) IMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE F-S STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE /x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH �31/2"MIN. ° e r — e_ 1/2"(min.)-4 • oo �,� �������. -Y L,, ,,L �,� _111, 31/2"(min.) 4 - — y— — 11 (2) #5 CONT. � 1'�114" (2) #5 CONT. {'-4 - U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALLK,­C TYPICAL BEARING WALL @ STEP rCC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 GIN' PE�� QGS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" 0/C 10 M 1M1\ s LOAD BEARING OR INSULATION PER FBC AND ENERGY EXTERIOR WALL 8 C.M.U. FORM SUBMITTED WITH PERMIT 1 "x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SEE CC/S3 OR cv LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" 5/8- x 10" "J" BOLT @ 24" O/C W/ 2" X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ 10) BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ 'SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR W/ (10)10d NAILS N SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAREINFORCING BOLTS 6" MAX FROM TYP. 2x P.T. PLATE PER MFR INSTRUCTIONS o END OF 2" x PLATE ASSUMED FINISHED #3 OR #4 REINFORCING BAR ° GRADE ° ° z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a e Z , M p o FINISH GRADE °O 2 [GRADE 60 MIN. Fy= 60ksi] 25" MIN LAP [30" MIN LAP] 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4" (R302.11) 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#) 6x6W1.4xW1.4 N WWF OR FIBERMESH e MONO OR STEMWALL ° � TFOOTING MONO SHOWN - Ld-,— ° _O°6 MIL VAPOR BARRIER—R °—I ba °Q �°Au_ FOR CLARITY ° _ e. R 1 7/8" N Z #5 REINFORCING BAR ]� _ III —III III III _-III III ? — I T #5 LAP SPLICE NOTE: D —III I_I=III III=III -I I • _ *FOR BEARING WALL COMP. SOIL. COMPACTED TO -III— = = � III- ( W/ UPLIFT ONLY _ _ _ —_— = I' 95% MODIFIED PROCTOR ASTM L I 1=1 I I II=1 1 III- I II-1 1=1 I III: I II-1 1=1 III D1557), rr�rrrr — 1=1 I-1 1=-1—I 1-III-1 1=1 1=1—III -III—I 1=1 f I I- 4" 1'4" "—III—III-1 I I_=1 11=1 I{ III —III —III —I 11-1 I I-1 I I_ I I' FRAME WALL TO C.M.U. WALL CONNECTION ("'D TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. SLAB INFORMATION. r-6x6W1.4xW1.4 WWF OR FIBERMESH / GRADE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT I BLOCK WALL BEYOND 13" O.H.D. RECESS e , N CMI) .. a .r III -1 �— � � ,' .. " • —r �* I—� .. 4" I_ I— T SEE A/S3 OR JlS6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) V-8" (2 ST 2 RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. 13 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB J CONT. BEAD SEALANT •: INTERIOR ° - -3 1/2" • , CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB °Q E cel mt a� 6 MIL VAPOR BARRIER �­ 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 (2) #5 CONT. — m — ,� 36" MIN. LAP [36" MIN. LAP] ON 3"CHAIRS 10" 8" 1'-4" 8" (TYP') #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VA I SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS _`�, ° AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN • — — — TOP OF BEAM SEE ROOF PLAN c — — — ° a, ' v ° u ° (2) HTS20 FOR STRUCTURAL :- — E BEAM SIZE & N — �' a _ �r CONNECTION INFO I I 2x4 P.T. I 2x4 #2 SYP P.T. FRAMING w/ PLATE 8 �n6" MIN 7/16" O.S.B. SHEATHING SEE AlS3/J/S6 g D.S.B. z ATTACHED PER NAILING FOR REINF. INFO. _ w ° SCHEDULE OPTION #1 c ¢ SEE TYP. WALL SECTION FOR ADDITIONAL COLUMN LOCATION Q 7 > w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE s W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE: 3/4"=V-0" S3 ,) 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS MASONRY WALL AND GARAGE COLUMN TO SILL AT 8" O.C. PAD FOOTING ATTACHMENTSOR 18 1!2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -- W/ DREXTEND YWALL SCREWS @ 8"O.C. ATTACHMENTS FILL CELLS TO FOUNDATION PAD E INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `�' ' ON FLOOR PLAN SIZE VARIES PER PLAN r� CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS ;0 Z GRADE 4 FILLED SOLID (SEE PLAN FOR - _ _ = — n J 6 x 6 W1.4 x W1.4 is SIZE AND REINFORCEMENT) C7 � 1 11 ° ° • III III III = 1' =III WWF OR FIBERMESH ,, z=-1 a w I I-1 III III 1 I! w ° BRICK PAVERS or SLAB PER p o _ = - • ° • v -- -_ -_- z¢ COMMUNITY SPECS L` � I, — — — " 7 a 0 -0 FIN. FLR. III -III ICI - III FOOTING III 11 L.-11 I`I I III=I 1= III-11 „11-- III ,;III BEYOND PAD REINFORCEMENT -III�-III-_i —' (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. �S�3 ;. A� 0 N \ FLOC To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to Fof�pr` 01 0 N d m� J LL w N y �000 to r r� LL to a- a he Q�rNiv (a LL LL M W 13 ZW o o A M rN 'ag I M ZM_j LLW C/) I .<It aK N Z It rn O c�_jvvi ZpV W ❑00 z N � o Q Y J - d z ^N^' C7 u- .V o � g 4C• O_ W N c w 2 n. Q INO, o w z J_j 0 aT E 0 oo R� a O E Q $ a V Z o N Y i Qa wz � r0 U y Q O z Z Q)l 4 ° 4 W Z 4 z - N W W Cf.) � ao r� r iIao a ) 3 O J > Lo L a� ._ o t° J CV C C) /I1 m U CU }) = Q) N T O LO O r a) E N (� r) r— o Z Z E O 6i d E U J v �? Q Q c J JOB NO: 20-8085 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE BLOCK EVENLY WALL IS 1 1/2" MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 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 2x BLOCKING @ MID POINT EVERY OTHER * STUD W/ (3)10d NAILS i+ f 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.) L-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. TO DRAIN C- EXTERIOR WALL WALL CLEAN -OUT rA SCALE: N.T.S. S4 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT rD S4 SCALE: N.T.S. St� 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK_OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 d , 4 o „ d 8" STD. WHOOK 8" 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: lO 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. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S G S4 WIDTH OF OPENING VARIES 4„ FORM CONCRETE INSET TO 112"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. J \ 2 w NExEINNER > d" FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE j �8x8x16 C.M.U. GARAGE DOOR_ j% 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 a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING BI 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. N 2x CRIPPLES @ --� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET fOP 3 iARAGE IOOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4' - 9' (2) 3 (2) (2) (1) LSTA30 T -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 1 (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 OiQ U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (T SEE ELEV. 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 OVER WATER RESISTIVE BARRNE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS BLOCKING W/ 2-16d TOE NAILS @EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v 0/C FIELD a 2x TOP PLATE T 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT I L O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR 7 STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. \\UF PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. - PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF • 48.,�PLICE STAGGERED N C; 10d @ 8" O/C O�STA. ATTACH ALL J EXTERIOR STUDS W/ 4b16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL M SCALE: N.T.S. F= 2240 LEIS SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 SP2 k. 12 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2X P.T. PLATE N SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL d \-NAILED INTO • TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC L TELS SP4 SP4 IS SIMPSON SIMPSON SP4 SP2 r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING `10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE d 2X8 P.T. BOTTOM P TE p 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 10d NAILS 4" SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) 3 (5645# SPF) 3 (6970# SPF) )S (9335# SPF) IN. 8" PDXIED A.T.R. i&NUT 'OXIED A.T.R. i&NUT OXIED A.T.R. i&NUT C 0 /E KING 6d TOE NAILS BLOCKING WALL ABOVE RY ). BLOCK W/(1) FONT. & LED 10" J-BOLTS 0" O.C. rvrnjONRY WALL / STAGGERED A 10d NAILS @ 6" O.C. S G ' a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) TAG ERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) o SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE- ENTRY rR� SCALE: N.T.S. N �, - < troy r• �3S1 ��'lllllllll6111,��'�'>> �\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural englneedng portions of the drawing pages bearing Engineers signature and seal. H q00 $ E r M 8 r # g 0(0nro 0, R. LL a ' a (n C-, W O 22S LL d r [3 � LL U_ S d Z - r m 5 0oUj W �9 M ¢�a Z I N M Z N O = O U Q _j (0 rr W ❑❑❑ z r $ z C> J— n v, v1 zC1 4-1 .0 — lL cn � o �' W $ in U U c 0 soy r` o w z M w� o 0. ?• Q E U Co V oa4 V J z _ 0r n� N � po p � m- z _E ) Y U No<w g J a° z0 W a3: �w a� o O < �o o� 2 Q o- V �O > I.C) J m ^, W CU .> c O fj N 0 U CO = O� T 0404 r C)� T m N cY o z E O E .o °3 a U Q p c JOB NO : 20-8085 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAMV W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (� 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS--\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL ' 45°± / 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" O/C. EXTEND AT LEAST 90% OF , EACH JOINT W/ (3) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)10d TOE NAILS @ @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO SILL ' 1/2"CDX PLYWOOD OR (2)10d TOE NAILS @ EA. '� BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 1 Od NAILS @ 6" O.C. THROUGH CHORD 2"x4"LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD IL INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX 9„ IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, AI DETAIL SCHEDULE FOR SHEATHING-1 IF >9" SEE 1O/S5 DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3) 1 Od & (2) 1 Od EACH JOINT w/ (3) ; AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD BOTTOM ATTACHED (2)16d NAILS W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L"BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" 0/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4'T" ON TOP OF PANEL 1 Odx3" @ 4" O/C @ 48" O.C. INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SDS SCREWS TO SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. " " " MOISTURE BARRIER 10d 3" 4" O/C 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER MOISTURE BARRIER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 1 TRUSS VERTICAL WEB (24" GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" (*-2 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP co" N SEE STRUCTURAL CHORD BLOCKING NOTES AND NAILING INFORMATION � SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1/ (2) 16d NAILS 00 00 2"x4" CROSS BRACE 2x4 RAT RUN BRACING APPROX. 8" FROM AT 24" O.C. ON TOP OF 1 1 2" 1 1 2" " RIDGE FASTENED AT EACH JOINT w/ (3) BOUT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ 1 ROW " 2x4 PANEL BLOCKING () (3) 2' x 6 LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE 2 16d NAILS OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS ( ) 2X4 BLOCKING @ 24" _ " - " FIRST 4 ROWS OF O/C w/ (2) 16d (D = 0.148 , L = 3) OR EQUAL (D = 0.207 , L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3-PLY x @ 2x4 LEDGER MATCH BOTTOM CHORD DBL. TOP PLATE NAILS SP2 w/ STUD 10d ( NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. SCALE: N.T.S.SS5 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S5 r WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. SIMPSON HGAMI OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"X2 3/4" <rrr�SEE PLAN FOR TITEN TO CMU CONNECTION OF THE LAST LAMINATION ( ) 2x4'7" ON TOP OF PANEL BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ ' EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS NON -LOAD BEARING LOCATIONCOMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF rDB.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS / ° 1 SECTION g 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) (2)16d PER JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL l J 1 SCALE: N.T.S. TOENAIL (2)16d NA 12" SH SCHEDULE ATTACHMENT SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri 0 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 A-, 4 A L-A'T' CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. S'CJ OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP `MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) • z w \-BRACING w/ (3) 10d x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG. rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-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" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SIDS 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 1 V-0" MAX. y�A cc W � a ✓ L �CII CORNERJACK U w z 0 0 HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 , 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/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS IHT�TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION fv C I J e-) FL pESS10N 000 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlel 7th Edition Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal00 r• gg � a o W •. irri v 0 � O � � J # V W { M LL w a yrNiv a Y �LL�LL Z 13 O o Y2WJ¢ i 01— cpdON Co W ~OQaW= IL �Z ErnON 1,1 Zi� O U U rV ``' W ❑�❑ z � zoo � s J n- N .5 V14-1 z v W V � Ow g V1 Ln LC - I ®R i Q W 0 N 4148 R co z g 0 U- O O Z Q E U a o a FCU r0 K o z N 0 `o o Zo gZ w m� z °; j �x <ro 1Z a O 'z o V W v �0 0_ �W o as �o Pp J >Ln L � �o n' W m 0 .> C O `0 J N Y �~ a O n' m U (D W j 2-1 r co = CV T I = O rn v, ,— E N r) o M .- z E = C a v -i m Q o JOB NO: 20-8085 SCALE : AS NOTED SHEET NO. S5 v 00 tr CD N 0 J tD 00 I 0 i m 0 N z it w i Q O 4 n. E N E i a Lz 12 v c i 'o i a 0 v U J N Lz 0 0 0 CL 0 W s� 1x4 1/2"DRYWALL DOOR JAMB (REFER 1x4 ( 4 1/2" DRYWALL 1/2" DRYWALL DOOR JAMB REFER 1r2X8 UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CON MAX.8" PROPER INSTALLATION DO NOT DO THIS IS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. ii APPROVAL FOR CONN. ! 1 x4 1 X 4 1x4 P.T. #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED '> ATTACHED WALL SHEATHING TO PLATE W1 8d @ 3/16"� X 3" LONG FURRING LONG X 3/16"0 ii FURRING FURRING O �� 2 ROWS 3/16 x 3-1/2 #5REBARL ` `~0..,0TTOM AND W/ d MM N6" O.C. EDGES AND 12" O.C. FIELDTAPCONS 2 ROWS STAGGERED43-1/4" TAPCON @ 16" O.C. & TAPCON. INTO STAGGERED @ 16 (TYP') 1x8 P.T. FROM EACH END w/M. BLOCK@ SPACING O.C. 2-ROWS INTO 1„ DETAIL 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 11 DETAIL 1x8 w/ (2) ROWS 8d NALS �� 1-1 /23 DETAIL D. 90° HOOK (TYP.) STD. 90^ ` BAND JOIST W/ FACE NAIL 10d @TOP & BTTM CHORD, AND (8) �� 1x4 P.T. & 1x8 P.T. STAGGERED @ 12 O.C. FILL SOLID HOOK (TYP.) BOTH CELLS FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2° DOOR JAMB REFER TAPCON @ 16" 1x4 P.T. L ij/ METAL SEAT PLATE TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL APPROVAL FOR CONN. 1x4 EACH END W/MIN TO PRODUCT / i % 11L Ej// NOTE: NO SHEATHING TO TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. / ;, // 2x8 P.T. w/ (2) ROWS 3/11Lj1 DOOR JAMB (REFER 6" ` BOTTOM OF BAND x 3-1/2" TAPCON @ 16" 1x4 JOIST TYPICAL APPROVAL FOR CONN. i �' (2) ROWS 3/16 x 3-1/2" //, i/" O.C. & 4 FROM EACH , TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRING %% 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' +2 NOTC @FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. w/ (4)1/4x1 1/2"SDS SCREWS 0- P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 _ INTO BAND JOIST & (4)1/4"x2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL t5^ FNOTCH WEB AT IRST 2 COURSES E TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK PIP SECTION A -A UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON ( 1 1/4" MIN. = 1610 # FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 8" SOLID wfGRouT it2'-0" 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"A 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION .. 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 112" 'rl BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER I RECORD FOR I I FURTHER INSTRUCTIONS. SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS OVERHAN BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL + CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. ;. INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN ' RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER A OR THRU 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF FOR OVERHANGS BETWEEN 3/4" TO 1 112" INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4A" WOOD ) () * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. ARCH DETAIL J 4 MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) wl � x TO TRUSS TOP CHORD °�FRy,�N MIN. 4" EMBEDMENT AT 16" O.C. + `� ACT rr r rr 1—O 5 —O SCALE: N.T.S. SS 12 + + A/ PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + OlLf INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° yp ' WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED > ► ► Q „ EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT • ► /4 MAX 2'-0" 8" TRUSS + SOFFIT + ° , ►: ' > #5 BAR D BLOCK HEADER — SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + + + p• " 1-0" • ° . CENTERED W/ g ► BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP ... ► • . • •+ IN TOP 4 1 X 4 FURRING 8d NAILS EACH TRUSS ► •' KNOCKOUT / N � - '; • ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d � CONNECTOR `� � _ - a PROVIDE 2 x 8 DIAG. BRACE BT NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x „- CONT. W/ (3) MONO FOOTING ' •', ► VERT. BRACES WHEN HGT. OFWN"\TAPCON AT EA. SIDE 12d NAILS ' SEE LINTEL SIZE AND REINF. PER PLAN AND SECTION DETAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 ° CLEAN FILL • 2 x 8 VERT. BRACES () INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT .► DIRT ? z TO BE INSTALLED g BUILT UP PLWD. BUCK - 4'-0"MAX SEE PLAN PRECAST LINTEL •�'. • STANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ' 90r HOOK N TO FIT ARCH CONNECT W/ NOTE: IF TRUSSES USED) W/ (2) #6 X 4'%" WOOD FOR OVER HANG FILLED CELL - - • �'- '- 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4' MAX. RAD. SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") _,V�. _. BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL GABLE ONLY, CORNERS WALL USE (2)1/4" X 31/2" TAPCONS AT 16" ►: n. INSTALL WDW, SCREW THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. ✓ •• ` • •' •• • • •' •• • `.' • `.� •• ANCHOR INTO ARCH BLKG. HIP. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL K DESIGNED ONLY FOR THE SECTION @ENTRY L SECTION @ROOF EXTENSION M REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" = 1'-0" SS SCALE: 3/4" =1'-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH 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 SIMPSON2"NAILHTT4 x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2" ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS STUDS & - U S & (1) COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD L O #5x6' EMBEDDED INTO EXISTING BOND BEAM PER ANCHOR E INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 a. PANEL ) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" a Z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING COVER 6'-0" EPDXY MIN. 6" EMBEDMENT & 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 3" MIN. EDGE DISTANCE `L FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE ) EXPANSION STRIP U.1 NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° 0 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL n . . xn LU a A REINFORCING AS FOLLOWS: _ _ — a 1 SEALANT * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. k° ° g * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ ► U z g #5x6' EMBEDDED INTO EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL U) in FILLED CELL SMOOTH. DO NO FURROW. ° N DRILL 3/4 x5 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT - GRADE o. n SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP u ^. O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: i14 ° ► Cl) REMAIN FREE OF MORTAR. z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. CNI v 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 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. SCALE: 3/4" = 1-0 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. 1,,4l19�? 6 i l iidl��r �J Fyn Uj • O 0 '•• F L. ••'• To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seat is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W 0 n y 00 Ho 8O M V C N � C1 LL W d yMv a YY�nn (atJiL a 5 z 0 o 0 o cc cp O Wern°' N d a Z ci a tin N Z cl: <n O N1. U O U rn _ W ❑❑❑ z S G z �C ? V1 z 43 o LL O w g ,N^ Ly N H Lv • 0CD 0 N see t- � 0 �o =o n �R z® O U ? ❑a w g t� ro °dz o gZ z�1= 04 r6 a> L S� ao ms z Cn J ab iZ ZO j C, O � U Z W U � 0_° Mja �Ig 0 3 .� C:)J > �,{� a; m ^L1 W M c� ° NJ C O m N 1 _ co 0) CVO Lo O rn E N .= Z M z _ E Q E m �y a 0 -1 ¢ o JOB NO: 20-8085 SCALE : AS NOTED SHEET NO. Sis CROSS BRACING DETAIL (TYP.) SCALE: NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. , 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS VVI L-IWU `w L _l I I\VVV VV r...L, TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. WOOD TRUSS —/ A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE gt VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 7 SCALE: NTS �AJ` DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD WOOD TRUSS SEE -ROOF PLAN F�, SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A 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 G.T. Or ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS 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 1 CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r3 SCALE: NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT zr>T VARIES­'x ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d/t _ COMMON TRUSSES. TOENAILS TO TOP -V`— SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS SPF TOP INFORMATION. BOTTOM CHORD PLATE VARIES SEE PLAN FOR WALL LOCATION MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR OILTOP PLATE BELOW OF WALL 4 MIN. 2x4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 0 16" O.C. MAX. INFO. SECTION @cy ENTRY 8 SCALE: NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE: NTS ')IMPSON HUC410 w/ 6d INTO HEADER & ( Od INTO BEAM - SEE !OOF PLAN FOR MOI VFO SEE FLOOR PLAN FOR (2) 2x8 #2 SYP wi 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 @ RAISED ENTRY MASONRY WALL 4 SCALE: NTS SEE PLAN FOR CANT. COLUMN SIZE & BASE �7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. J7 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INICATED ON B. SCDHEDU E/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O, SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE:NTS EXTERIOR SHEATHING ATTACHED PER 2x4 STUDS w/ SIMPSON NAILING SCHEDULE SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ T.r (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22� SCALE: NTS SCALE: 3/4"=V-0" SEE VS5 FOR ADDITIONAL OUTLOOKER INFO. 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER q ///— CENTER OF POST MIDDLE 8d NAILS AT 4" O.C. SEE PLAN FOR VALLEY TRUSS INFO. 4d �• MASONRY WALL BELOW: SIMPSON 4.. 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 4, (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE �Y�L•L��►�y EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL SCALE: NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3)10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR 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 g SCALE: NTS 0 —�� 2x STUDS @ 16" O.C. w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON y SP2 w/ (12) 10d NAILS AT TOP U 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS / EACH END ( BETWEEN TRUSSES LOW ROOFNVALL (2) 12d NAILS TO EACH VERTICAL STUD) SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ ' SIMPSON MTS12 w/ (14) 10d x r > 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. ! 1 r�r r7 z-zl-z11_z 1 zzrz z. is l r PLYWO OD FLOORING T > -- LOW ROOF TRUSS W/ (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 .......N Cr • � - ��12 � 0 gL LL L O?` To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q o � � Q N N Cb � O C In i. iK C-� # ri i.11� u wa W } tll ' Q 3 - c-, v U. LL w Y aL CLco CL Z 11 —9 ZT,tot i $ m N cp 8�4' wo O m < W Z o in Z c a � `n 0 a C) U U _j rn W 00❑ z a v1 CD CD v � U 0 LLI g - V) Ln U CdC FFa • U 0 C 0 Y I� o �w M o� J E E i o Q# z® a w= 0 oa u° Cno O a ¢ z U oz �% L 0 o f C x LL z _ � J d i ° z a N W W U 3 �z :� Y J o ��� � aY 0 . > I.() L C 6 CD 2 ^, W M .� c O co N Q � U � CL l m U WA i— M r V J T (V T = O N E N CV) Z Z E O E c a 0 00 Q pcc JOB NO : 20-8085 SCALE: AS NOTED SHEET NO. D1 HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER S DO NOl BOTTOI FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WEATHER RESISITIVE BARRIER FOLD UP WEATHER RESISTIVE BARRIER & SECURE ,TEMPORARILY C WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHINGe SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING I (SEE DETAIL WP07) THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF '' MASONRY WINDOW BUCK , SEALANT JOINT 5) SEALANT FROM IN INEDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT _ REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE WEATHER RESISTIVE BARRIER S.s /- DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4"-1" BEAD OF CONSTR. (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water NAIL BRAND OR EQUAL WEATHER EXTERIOR within the wall assembly b providing a water-resistant barrier behind the exterior cladding as required b Section R703.2 and a means of PROOF CAULKING CEMT. FIN. y y p g g q y SELF -ADHERED FLASHING _ BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. WIRE LATH 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 SUBFLOOR approved water -resistive barrier shall be a lied over studs or sheathin of all exterior walls No 15 as halt felt shall be a lied hori t II pp g p pp zon a y, i _ _ with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt RIM JOIST felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based JILLsheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The 2 Q individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Jim Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING, SEE FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes FLANGED WINDOW g 9 PP • (SEE DETAIL WP01) used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, _''� RELEASERE FOLD RIN , S POSE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 6" ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are 1 6 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 2 7 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. INSIDE CORNER 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. -�(Ground3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in putters. JAMB, SILL AND HEAD DETAIL Lath APPROVED SHEATHING SELF -ADHERED FLASHING APPROVED HOUSEWRAP _ _ PATCH Sheathing STRUCTALATH TWIN TRACK 2.5 _ Stucco 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE I DOUBLES "V" SEALANT SOCKET WITH JOIST ° TOOLED APPROVED SEALANT - SINGLE I WOOD BEAM a Foundation Wall ° JOIST / BELOW 1 SELF -ADHERED FLASHING j SELF -ADHERED FLASHING OF 2 3" MIN SELF -ADHERED SELF -ADHERED 4 FLASHING FLASHING Q 5 SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING SELF -ADHERED FLASHING • FOUNDATION WEEP SCREED EXTRUDED SHOULDER DECK JOIST , OUTSIDE CORNER / • , SELF -ADHERED FLASHING 2x FRAMEWALL `\ STRIP OF SAF LEGEND PRODUCTS DETAILS - - TILE FINISH SELF ADHERED FLASHING (SAF) -o-- -- I- / DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT Wq BARRIER (WRB) WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO � U) / BOND BREAK WRB BOND BREAK WEATHER RESISTANT BARRIER 1!2" DUROCK - -< SELF FURRING (SF) LATH PER THE FBC RESIDENTIAL 7TH EDITION (2020) m I PLASTER ACCESSORY -SF LATH SHEATHING,'OSB', PLYWOOD, DENSGLASS 1'-4" PER PLAN z Detail Instructions " PER PLAN 'v I TWRAP DID WRHE PERT CAB ONTO 1'-0 Refer to the number marked as # in each detail that corresponds to the / SURFACE TO TOP OF numbered items in the list o Instructions below: FLANGE AS AN AIR BARRIER SLOPE 1. Install self -adhered flashing in order as shown by numbers 8" CMU y 3-1/2" INCH FLANGE 2. Install flashing and weather resistive barrier to form water shedding laps 4" OR 8" CMU 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) - - ' z z ` f STRUCTURAL FRAMING 4. Split the release paper using the ripcord (Split release on demand, - - I - t' embedded in the adhesive layer) - for ease of installation and to FILL WITH GROUT d STRUCTURAL SHEATHING minimize scoring CUtS W W PLASTER STOP THIS GAP IS A RESULT OF g a_ 11 NATURAL SHRINKAGE. j STRIP OF SAF 5. Remove all release paper per standard installation instructions and , � DO NOT SEAL. CONTINUOUS BACKER DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" X 6" 11.1 U ROD & SEALANT DRIP SCREED PLASTIC Minimum) SLOPED MUD BED , _ ACCESSORY I BOND BREAK WRB 6. Fold as shown by arrows x ¢ SF LATH 7. Angle of corner may vary, adjust folding of the flashing accordingly to LU o fit tight to corner VINYL SHOWER PAN 8. Mechanically fasten as necessary - SLOPE v / PLASTER STOP A CONTINUOUS BACKER ROD 4 & SEALANT CEMENTITIOUS FINISH SHOWER SEAT 8 2 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"A" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) 4SHING SELF -ADHERED FLASHING 1 0 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SOFFIT/CANTILEVER Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing -Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 N 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 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. ^' it V � 0 N C) Cl �� ic) � rh # LL at LL W . (A f I a NNDJ? C J at 252 LLa a �� Y J Ii S 6. L O 5 N (O `� W LL OJ J Z co N ce)) Z a N 0 OLL U 0 -1 (n W El CD 7 N M z � z o � Q J C� 1 nVn)CD o -1 �4-1 N O+� s V7 C N CL 8 2P = .2 W M M J LA- E u g o z kR ze o E V F- r% � lo oa � 0 Z o E N � �o ao ao Q TJ �Z az m� m= p cj C �x o oz Z J < b aw z rlJ� to n 2 0 �� z o w .nT3 W 2_z JW JC.10 o o ar �s g 2O = �L J L � o� Al W ro 0 .> c O COrr N O m U O a� co = 04 T 2 O O ra a, T- E 4 N N M T- o z Z E O i i U a; a o v °� ¢ o JOB NO: 20-8085 SCALE : AS NOTED SHEET NO. W P 11 1 It I I I I I I. _I HURR/C.ANE Mounting Brackets (10 Gauges +1 /2' x 4-112" x 2-12w See Anchor Schedule Bolts 1 /2" Dia. A325 Galy. (T7p•) o T - as /ZZ ' N 14 Self - aril ling Strew$ A/C Unit Bottom Edge Hurricane Strap (Typiok 3 in front) Front Cross Support (May be Cut to W) Left Bracket (16Gauge) g14Self-Drill ingScrews ThruBrackets & Ba ck Cros s Support Into All Unit Sotrom Side (Typical: 3 each side for hurricane use) 1 o-s/su Washers Self -Locking Nuns �pttdia JnALA14buin Ft, t,tt,vil4ata iK IMazrsiasi Mtlt -6 Hurrit 4/1q At Rtu116. , RaYwairqf Apply) avrYdrla atpne rtaeltatsir ions Myna version le-du9tur, Revision 2070 OaXel Metals, Inc. Category: Roofing "Category; Metal Rowing Compliance Method: Evekl,on Report from a Florida Registered Architect or a Licensed Florida professional Engineer F1M7679.118 harked, 6840,11 Raduct MaWI. Number a Name, 1 DreXN MNU Roofing system. Back Cross Support (May be cut to W) Right Bracket 116 Gauge) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity Or Cale", m Enueer & U,al h...1. Jason SZachary R- Priest (502)303.1511 PE-74021 lahuslle(%dretnl.l won Product Dirsalotlon DMC 100NS. UMC 15095. DMC 1758. DMC 2009. DMC SV VNbetled Atow Locke Bden P-E. (334)300-1800 Pau. 1 0l1 111412M gala gate Dare Pla dlra, gate ValdW*d Submitted FSC Approval Aoanvild AtaiN% 08ti wn20 nA/f)g2020 Q8202020 10/132020 Approved Quality Assume Approved for Usa Approved for Use Imebact pealm Conrad Exatratlon Data In H Irk Outside fill Rem Pressure 12/312026 Yes No NIA -0/tao Florida Department of Business & Professional Regulation Page 1 .11 Building Codes and Standards 15=21 Product Approval Application Detail yap. Wool 1:11111 !1! PAR,.g Dars am Data fhndro 20 , j)(aa Vwtlon N&Bdasmn Contact Enwlnaer a UCNla, y mad dery yaaayaa subs PAC Approval Andini ail awn An ,I. 2020 Small Vent Products Ina. Michael Graham Hermes F. Nwero P.E. Lake Sod. PE 12n 612020 12/160020 12282020 Approved CNogol : Sbudval Component, (077)441-3388 PE-73778 (334)300.1500, subcategory: Produ W Introduced as a Result of infboemahvanl own ale« TedmolglY Compile -Mall F.-h b. R.pod Rum n Flortd. Registered Architect a a Licensed Floridt Profe„Ime Engineer a gg� �lgp Daulltd ABUL ott Conrad limiratien Date Aowow d fill Use Appfoved In HvHZ Outside for Us, y,� agar,( EDAM gaaloa p eaMre 9nsriVanl Mod,, N1640.510 Duel Fundlbn Flrlod end Vanitletlbn Van[ 12r312020 Yes Y. N/A .100/-100 2 9msdVenl Mods l n1640.611 Duel Function Flnod end Ven11latlor, Vard 127312020 Yes Y. N/A .100 -100 3 SmadVan: Model N1540-520 Inwleletl Flood Venl 12/312020 Yai You NIA .100%1g0 4 SmadVant Model s1540-621 InsulMed Flood Vent 1V 2020 Yes Yet N/A .1W/-1o0 5 Sir "Vent Model N1540-524 16&qud: Gansu. Door Flood Vent 1213,2120 Yes Yet NIA NIA 6 Sm.dVent Model a1540.570 Wood well Insulated Flood Vant 12/312020 Yee Ye, WA •100/-100 7 SmarlVent Model 51840.574 14.3&qucl. Garage Door Flood Vent 12/312020 Yes Yes NIA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 .13 1/7,2021 ruilt13ntlty gil or ga DattDal Pointed 20 LM version Manufacturer. Contact Enolnwr & uase validated ee Valdfided JAGAM f&GAMDUA Appall $Y4. He-.- 2020 Tharms-Tru Corporation Slaw Jespereon Lyndon F. Schmidt. P.E. Ryan J. King, P E. 0l2V2020 07/12/2020 117292D70 1N732020 Appfo-VI Down, Category: Exterior Do (800) 843-7628 PE-43409 (813) 71115 Subcategory: 9wmgmg Ed -or Dow Assemblie. slot,plrsonatherinstru co compliance 61Nhod: Evs ehon Report tom a in Florida Reaisnred Ardmned Or a Licensed Florida eliegasEaa.alaauma Professional Engineer Product Description r2WRW-&slum ApwovedfwrUse Approved In HIM Ou1Nds for use NVNZ Impact Resistant Dean plgagrs 1 Smooth -Star Nominal 9&839:8 &qud;lmpac%qum; OpflWe 12/5t2021 No Yes Yes NO Cornposlte Edge Fiberglass Smola Dow (Ift"InyOutaWibg; X conguration) b. Thermo-Tru Flb-Classic and Smoolh-Slar Nwnlnal 6893911 &qud;impacfbquot; Opaque 12f312021 No Yes Yet N/A Compolub, Edge RI.,11I. I ingle Door With Sldewe(.) ilnswibplOut.wing'XO, OX Or OXO -liguntlons) 3 c Therna Tru Fibor-Cl-k end Smooth -Stir Nonenal W39;8 Aqud,lmp.. &quo; Opaque 12/312011 No Yes Yea NIA C;omposda Edge FlbsI Double Dow With w Without &dellta. (InawmwOulswlno; XX or OXXO -figured.,) 4 d. Therme-Tru Fib.nClassIc and Smodh-St, NomIrw 98,81 &qud;lmpad6qud; Opaque 12r312021 No Yes Yes NIA Cwnposte Edge Ft -glass Sngle Dow (Inawing10uKwing; X c 11gu i l 5 e. Tnerme-Tru FIbeFCas.ic and Smooth -Star Nominal 8&a39;08q..LlmpactAqubt, Opaque 127312021 No Yet Yet NIA Composite Edge Ric.rgla,s Stet Dow with Soolll (Inswing/Outwwing: XO. OXof OXO owl"ratlons) 8 f Therrta-Tru FlbrCles ate end Smooth -Seer Nominal 36439:0 AquotJmpact&quot; Opaque 12/312021 No Ye. Yes WA Cwmpocte ECge Flbergla.e Double Low in us without 31,101 es nnswiniyoutfWlnO: x% or OX%O .11-der, 7 g Thermo-Tru Fiber Classic and Smoolh St.. Nominal AW9 8 Aqud,lrnpuddquot; Glazed I W31(2071 No Yes Yes N/A Coma,-te Edge Fibers- ample Dow Onswinp/Outira": X configuration) 8 h. Therm.-Tru Fiber-Clssslc and Smooth-Stb Nominal 88039:8 6qud:lmp. 'Quo; Glued 72/312021 No Yes Yet N/A C poste Edge Foerglats Sn lit loorwdh SdNlle(nl One -Cawing, XO, OX ra OXO conS9unticn.) 9 I. Therms-Tru Fib-Clatec,o SmooRSbr Nominal S&a39'86wwJmpaclAquot; Olauod 127312021 No Yet Yes NIA Cwnpouil,, Edge Fiberglass Double low will, or without Sidelln. IIn*wInyOuta Ar9: XX or OXXO configuration.) 12 I. ThermiI PiberdAassk Oro SmodRStar Nominal 8&e30:U &qud; Impact&qud; Glued 12r312mi No Yes Ye, NIA Composite Edge Flberglses Double Dow with or Without 61-11te. 0naWinglOubWln0: XX of OXXO conga -lion.) January 14, 2021 PRODUCT APPROVAL SPECIFICATION SHEET(2021) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67-0/-67-0 psf 12/31/2021 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67-0/-67.0 psf 12/31/2021 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 FL251.9 4/14/2021 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31-0/-35.0 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A- SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55-0/-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 N/A 5/26/2026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +75.0/-75-0 psf 12/31/2021 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328 N/A 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Gulf Coast Supply & Manufacturing, LL 0.032" Aluminum GulfLok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2021 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2021 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn- see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 6/30/2021 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527-5 N/A 3/31/2021 D. MATERIAL Cast -Crete Corp- High Strength Concrete Lintels FL158.1 N/A 5/21/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review. 1 understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) i­0 (11 U) ♦.. Florida Department of Business & Professional Regulation Paa,1 N3 2 Building Codes and Standards 117/2021 f_ CL Product Approval Application Detail 0 maa�fi ♦ 3 ^O -0 •� ask SatWcs[ Data Daa DrePerlmat pate V -a--a Ua) DtgayNNwn maraftobarse C4IIImLg Glwhaer&upile Valmaw av v.nmdad War l#,d f5Cawrbral Aborm,o 18 V ReMslon 2020 Theme Tru Corporation Sieve Jaspwson Lyndon F. Schmidt, P.E. Fly. J long, p,E. 0723/NJ20 0711=020 07282020 1On3/2020 Approved V/ Cat.owi Eldon« Dan ISOD) 043.7978 PE-43409 (913)787-0555 Q - SubCalogory: Swinging Ethelbr Dow Assemblies iJ.spersormother"In.. Compllme Method: Evaluation Report from rl Dan Q Q Florida Registered d enore Lldonsstl FlalOe CL C _ R.I.-octal Engineer C Q LL FLATaaT6.1113 heAab co Q a > Quality Assurance Amrovad fu Use A,,,,YW for Use load" gealml At" t lYgdaat Modal. Memo, or Name a-Iherme-TN Flber-CNaNO surd 9modh•Sbl product Dsscrloeon Cu,bad Nominal 6&#39:06qud;lmpad6qud: Opaque eavlratlm Data 1YJ12021 In EMZ Yes �, KIM Yee gg�,(gpt Yes N/A Cn -0 ^ � yL�, Q Composite Eye Fiberglass Single Dow nniwlntYOatsYkN: X connTamaon) '^ L� to Q 2 b. Thenoa-Ton Fiber-Clasak and Smolt Star Nwnlnal 6A638,86qu«,ImpacAquol; Opaque 12131r2C21 Yes Yes Yes NIA U)Fit Q Composite Edge Fiberglass Single DOw with ^ 1 CU a ate Sidelite(s) On.wing/Outswing, XO. OX or OXO L- /1 configurations) 3 cThai- Tru Fiber Cleat. and SmootRSter Nominal Bda398&qud.Impact&gI Opaque 12rJ1202t Yes Yes Yes NIA Conpos1, Edge Fiberglass Double DOW With or without Sldelnes Onswing/Outswing: XX or OXXO connowNlons) 4 d. ThamrwT,u Fiber -Classic end Smooth -gar Nominal 8=1110 Aaw.41p.cnquot, Opaque 12/312021 Yes Yes Yes N/A Composite Eye Fiberglass Single Dow (Inswing/Outawa,g: X consgurstlon) 8 e. Therma-Tru Fiber-ClosNc and Smooth -Star NO *&] W39;0 aquo:Mlpac%qud; Opaque 1 WWA21 Yes Yea Yes N/A Camp Edge Fibergles9 Engle Do« wth 9leelltels) (In.WMp/Ogtawlrlg, %O, OX or O%O configufNima) 6 f Therms-Tru Fiber -Classic and Smooth -Starr Nal 66039:0 6qud;Impao6quoC Opaque 127.112021 Yes Yea Yes NIA Composite Edge FR-Ullass Double far« will, or Wmthcut Sidl (I . ing/Oul.ednp; XX w OXXO con8ourallons) 7 g.Therm►Tru Fbar-Clasalcand Smooth -Star Nominal 0&a39;0&quccimpact6lluct: Glazed 127312021 Vet Yes Yee NIA Compeer. 9,12. FWergiass Single Dow (Inswing/0ul.win0. X configuration) 6 h. ThermsTru Fiber -Classic and Smowh-Star N-a1S8A39;8&qud;lmpad6qud:olauld 1=12021 Yes Yee Yes N/A Composite Edge Fiberglass 3hlye Dow With Sldelltois) Onswlna lOutswmg; XO, OX or OXO conepwNlona) 9 1 Thamia-Tru Fiber-Onxslu end Smwdh Stu, Nominal dull &,49VAMPAct6quot: Glued Composito Eye Fberglae. Double Do« wnn or 121312021 Yee Yon Yee NIA wltnout Sw.ae, (Inswing1OW-Inq; XX w OXXO .nag«NI«,a) 10 I Thermo Tru Fibs Ch-c, end Smodh-Star NwmnN 8&09;06qud:lmped6quot. Ula w 12rJ12021 Yea Yoe Ye, NIA Composite Edge Ftitrgl.s, Single Doerr lMrwingrtlutswmp: X eonfiqunban) 11 k Therrs-Tru Fillor-Classic end SmoolRSbr No umil 8&a30;O dqud; Impact&", Glazed 12f312021 Yea You Yes NIA compotte Eye Finargieas Single worwth SOON(,) (InsWb,g/Outiwmg: XO. OX or OXO configurallons) 12 I. Therm l-Tru Flba Classie and Smodn•Steu Nwnnal 8Aa39;0 Aqud,hnpaclAquol, Glazed 12r312021 Yes Yet Yes N/A Compost. Edp. Fiberglas. Double Dow with or Without Still (Inswingl)utswsng: XX or UXXO confiourelons) 13 In. ThermwTm Fib-Clasalc and Smooth -Star Nominal 83a39:8 &qud;lnp.d&quo,; Opaque 12(31/2021 Yet, Yes Yet N/A Cwnp.R. Edge F1b.rgl... Single Dow with Aqud;No 4.p.d&qud'. Sldewe(q (n"Ing/Outewlnp; XO, OX a OXO conngunnons) 14 n. Tharme-Ton Riber-Clask and Bmooth-Soar Nanina16&#W8 &qud;lmpadbquot; Opaque I2f312021 Yea Yet Yes NfA Compbeta Eye Fiberglass Double Do« With 6q.Id.Nori-Impad6qud', 9loettse (tnswlnp/OUNwing; OXXO 1-1911d.) 15 0. Ill-.Tm n6.101es11c end SmoothStar Nwnlnal8&a36;0 &Wd;lmped&qubt, Opaque 12/312021 Yes Yes Yes NIA .,.a. Eye Fberglase Single Dow with &quoted Rlmpaw&qucl: $Iowa($) (In-InIuOu"ng; XO. OX or OXO confi9untl«It,1 16 p� Therme-Tru Fiber -Classic and Smooth -Star Nominal 86a39;0&qua;lmpsV3qu0l Opaque 12/312021 Yes Yes Yes NIA Compost. Edge Flnarginsa Double root With&qurd:Non-Imp.ct&qud; aidNltss (MswingfOutso ino; OXXO connguntlon) 17 It.ma-Tm . ThenFiber-CMssk end Smobil NwI"039:66quot;Ncn-Impact&Qud: Opaque 129I2021 Yet Yes No N/A Composite Edge Fiberglass Single Dow fans mg/Oulswlno; X coneplm0on) 1s I. Therma-Tru Floer•Clpsic and SmcotnSor Nomnal 6&a38;6 &quQLNM-Impact&loud; Opaque 12MI2021 Yet Yet No N/A Composite Edge Fiberglen Sing. Do«with 6ldcllnlsl (Imwfny0unwlnu, XO, OX « OXO confipuranons) 19 .Therms-Iru Froer-CI... 1. and 9moolt Star Nominal 0603988quo.Non-Impec4quel: Opaque 12nI2021 Y.. Yet No NIA Composite Eye Fbergass Double Doerr With a without Si is iloi (InswingHJul9wmg; XX or OXXO 20 t. Therma-Tru Fiber•Clsssic and Smooth -Stair Nwdrlal 8&a39;0 &quw;Ndn-InpectBWd: Opaque 121312U2t Yee Yet No NIA Conpbt,ke Edge Fibrgl.ss 61nde root (InawlnQZut.wmg; X cMegurellon) 21 u. Therms-Tru Fbe,Cbr,.k and Smoolh-Ser NamIn018611J9;08qud;Non-Inpect6qud; Opequa 1213117.071 Yc. Ye. No NIA Composite Edge Flbarcoss Single Door with Sdelitels) (Inswing/Outswing; XO, OX or OXO emfigura lees) 22 v Thermo-Tru riber-CI..Nc and SmodRSter Nominal 8&a39;0 &Auot:Non-ImpACtAqud; Opaque 12r312021 Yes Yee No NIA Cori, Edge FlberglaW, Double foot wllh or Wilhoot91.111 s(In9 WO,IaWuIg, XX or OX%O con ilia slion.) 23 w. Therms-Tru Flb.r-Ci... k and Cmoolh-9tsr Nominal 8&Y39;e equ«:Non•Imput6ad: Clued 12(312021 Yes Yee No NIA Composite Eye Fiberglass Single Dow (tawklo/Outawing, % connguntion) 74 s Thai Tru FberCla.uc and Smootn-Snr Nominal 6&039:6 &quo:Ndn-Impact&Wd; Glated 17aina 1 Yee Yea No WA Composite Eye Fiberglass Single Dow with Sldellte(s) (Inswing/Outswm9'XO, OXor OXO cmfigurNima) 75 y Thermss-Tru Fiber-Clatue and 8m 1RSl,r Nominal 8Aa39:6 Aqud;Non•Impeet&qud; Glued 121312021 Yea Yet Nc NIA Composite Eye Fiberglass Double Dow With Or without Sidette.(In np/O.1-1nq: XX or OX%O cmnguralims) 26 t. lherma-Tru Fiber -Classic and Smooth -Star Nominal 8&039:0 AQua:NW-Impact&qud; Glazed 1=12021 Yes Yet No NIA Composite Edge npe e Fiberglass SlDoerr (inswingnut-Ing: X configuration) 27 zee Themm.-1mu Fb.FCM-lnd SmodhSter Nomnal 8&a39;06qud:Nbn-Irrpacl8qud, Glazed 12,11/2021 Y. Yes No N/A Composite Edge Fiberglass Single Dow with 3Idalltem IlilswlnWAOutewing. XO. OXcr OXO conspwaions) 28 zb. Themm Tru Fiber CeY%I,; and Smowh-Sou Nominal 8& WO &qud;Nm-Inpaclemyd; Glazed 12/312021 Yes Yes No NIA Compote Edo. Fiberglass Douala Dow with w Without Sides" (InewingroulrMnp: XX or OXXO ewnngurtllwt) Florida Department of Business & Professional Regulation Fag. I of Building Codes and Standards 152021 Product Approval Application Dull Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail - page I o12 IrUrml SBYt Entity or ., 20 ga(t Dina Pending DDO., Most Version INotta9Wnt rontaGl Endnear&Llnro, validated HfrWDlg11 FIIQ Approval dGar-ad Statue RMalon 202D MI VMdows and Door &ant Stllnpor Luis Roberto Lomas 61wen M. Wirth, PE 10100/2020 10A(g2020 10/1 W020 1211VX20 Approved Category' Etteece Down (717) 3853300 PF-02514 (717) 317-8454 suDCie.guryl Stand edorlw Dow Ast,.mWe. b,ininparacmN+d.cwn orrp Cllanoe Ml Evaluation Report from a Fords Registered kthft-1 or a I Idensed RoIid. '� Prof svonal Engineer - Ei .�aZeH1a:�. Auwgsadfw Use ftiso-d firs Use Impact Design sea a pTodud laud - Nurbr our Nm1e Rodud Description Cwnbawt Eamkatlon than��g OwMVNZ stel R,laiaLtn 1 9ERIE3420 ALUMINUM SOD SERIES 420 ALUMINUM SOD OXO 7?/312U24 No Yee No N/A 145-3/43,quoi,808quol: NON -REINFORCED 2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD oX,XO, XX 12nl M24 No Yes No N/A 96&quotxW&qud; NON -REINFORCED 3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 Al UMINUM EGO REINFORCED OXO 1W312024 No Yes No NIA 145-3/48qu o',X988quol 4 SERI ES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM Sot) REINFORCED ox, IZ(31r2024 No Yee No NIA XO, XX 98&nld,.9Mq IcI 5 9ERIE5120ALUMINUM SGU REINFORCED BERIE9420 ALUMINUM 900 REINFORCED XXX 17/312024 No Yea No NIA 1431qu*I X96&4,01 Florida Department of Business & Professional Regulation P.g. I of: Florida Department of Business & Professional Regulation P.O. I d2 Building Codes and Standards rb1202 Building Codas and Standards 1r9/2021 Product Approval Application Detail Product Approval Application Detail Qft -. entity a 20 RtE! Dine PentlMo to Code 1•.O.It.4[ gas noVlalon Date Penning �! Myna daDlbrJgnt ygocen Fag1DaMAtLamu V111datffi0t YaIltlYad tttrame o FeC Aawrerst Eoar-c! SM. mm Version Manuaelurer contact Engine,& Ucarroe VMldand By Itl VN NiQ submitted FeC lleorovel Aogrowd status Revlalon 2D20 POT Industries JersRosowslil Mlaml-Dade SCOO-CER Mles-Dade 81-VAL 11/162020 10262020 1W412U20 Aow..d Revision 2020 Wayne -Delon a 110sl-.1Overheed Dow Dwayne Karl Jahn E. a.[. Jaffrey P A.a,.., PF-. Irtl 22D20 09202020 1023f2020 12MWM20 Approaed Category: Maanor Door (941) 486 0100 (788) 315-2590 Cgrporalim (33 ) 753-8121 PE51737 (904) 82t-3-LW eubCabgwry: Sliding Ettanw Dow Assemblies xosowsklacp9nnduatnes.c Category; Exnnw Dan dkomlM®w.ynt0eton.c CompNmo Method: Catskill Mark or Letng ores subcategory: Sectional E i lib Dow Assemblies sun uslich RIWnO Fa Falde RedstroraCOArchitect w a d Florida Qu allty Assurance Approved for Use Approved for Use Imwd 9p� Pr daeakn.I Engineer sAK9 RoArtl Modal.NurM,or Name product Description Co�ag(,f loD,ga(a Inmaiz Outside NVNZ Resistant 1•MWr1 PLIM26e#2e r4edrds 9 6Cb3570 (large Mlssue Impact) VimA Sllrfing C3141% Dow 04f142021 Yet Yet Yet N/A Quality Assurance Amoved for Us, Approved for Uu Impaill gyign >9ttLe Rowuel YedN. Numbv sir Nam, Rbduat Description DOMr,d Eminllbn Deb In HVHZ outside HVH : RAWA lit l� 3 e000l0100/8200 ei 105 96039; M.X Width. 14&e3W MIX height. Gluing 12/312023 No Yes Yes +31.00l-35. W _,table In ton orinb rmediate section. 10 SOOOAIOO 820001123 16&030; Met wldh. l4&a39; MOX haling ght Glu12/312023 No Yes Yee 00.00F33.50 watable In top or Intermediate section, U) L. CD E -leases We= lase, O 0 L U O l_ CL U m O La W Q Z a SHEET NO. PA 1.0. . -._. •' I , I I. a. nI I . . '1 r l I' I. I _.- -__ II 1 1 r I 1 1 : IOrrl 1 1 ' I _ I _ I I I _ I _ + Building Codas ertd Standards Building Codes and Standards 1aI10II7 Building Codes and Standards +rerxo2l BWlding Codes and Standards +rSr1071 Produ ^W W CU W �t Qi o Mama -a L C O O .� U N �^ M W O O O O W a O L.L .� -O M O O Cn CD Q L � O ''�^^ Q IA— AD.0 vJ Q c C O saaCD V O Q U O L V V W a Z Z Q J a SHEET NO. PA 1.1 Florida Department of Business 3 Professional Regulation v.p, a, Fonda Department of Business 6 Professional Regulation Pep 1 a2 Florida Department Of Business d Professional Regulation r.p., at Fbrld0 Department of Business 6 Professional Regulation Pont 1,4 cICU A ARNAXW t Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application rF4 y I ZMfi Durable HI Florida jerejusurs floods Registered .11 Building Codes and Standards ,nrJ1n, Building Codes and Standards tnr7m, Building Codes and Standards +mm27 Building CodOa and Standards cICU III!! Mill�'llil��l � t Approval Application Detail Product Approval Application DNalCD rCast M < Cull Afto—, ofWLfi InUaduud as ICU Florida Department of Business 8 Professional Regulation I - --. .- L -1 " i 1 1 ®Sim son Strong -Tie 2020 FBC Approved Products Updated dated 12/30/2020 For direct Inks to all SST approvals fisted below, CLICK HERE - For additional information regarding Florida's Statewide Product Approval System and Mlam-Dade County Notice dAcceptance (NOA), CLICK HERE FL#2356-R7 1JW Product Model. Number or Name Product Description 1 Titan Stainless Steel Concrete & Masonry Screw (TTN-SS) 1/4" diameter Titen stainless steel masonry screw j<L1tL9589-RB §gW Product Model, Number Or Name Product Description 1 SD10112088 Outdoor Accents Connector Screw 2 SD9112, SD9212, SDI0112, SD10212 Strong -Drive SD Connector Screw 3 SD9112SS, SD9212SS Strong -Drive SD Connector SS Screw 4 SOCF22434, SDCF22512, SDCF22814, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw SDCF221134, SDCF221334, SOCF271958. SDCF27235B 5 SDCP22434, SDCP22512, SDCP22614, SOCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw SDCP221100, SDCP221134, SDCP271400 6 SDHR27400, SDHR27814 SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 7 SDS25112, SDS25134, SDS25200, SDS25212, SDS25300, SDS25312, SDS25412, Strong -Drive SDS Heavy -Duty Connector Screw SDS25500, SDS25600, SDS25800 8 SDS25112SS, SDS25200SS, SDS25212SS, SDS25300SS, SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 9 SDWF2710, SDWF2720, SDWF2724, SDWF2728, SDWF2730 Strong -Drive SDWF Floor-lo-Floor Screw FL#10007-R8 g Product Model. Number or Norma Product Description 1 ATR3/8, ATR1/2, ATR5/8, ATR314 Threaded Rods 2 ATUD5, ATUD6-2, ATUD9, ATUD9.2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 3 BP3/8-2, BP112, BP1/2-3, BP5/8.2, BPS/8-3, BP3/4, BP3/4.3, BPRTUD3-4 Bearing Plates 4 CNW3/8, CNW1/2, CNWS/8. CNW3/4, CNW5/8-1/2, CNW3l4-5/8 Coupler Nuts 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88 CTUD97, Coupling Take -Up Device CTUD98,CTUD99 6 N3, NA, N5, N6 Heavy Hex Nuts 7 RTUD3, RTUD3B, RTUD4, RTUD4B, RTUDS, RTUDS, RTUD7, RTUD8 Ratcheting Take -Up Device 8 TUD9, TUD10 Take -Up Device 9 1 UW38 Take -Up Washer 10 URS3 3/8" Uplift Rod Run Tiedown System 11 URS4 1/7' Uplift Rod Run Tiedown System 12 URS5 5/8" Uplift Rod Run Tiedown System 13 URS6 3/4" Uplift Rod Run Tmdown System FL910441-R6 Sep it Product Model. Number or Name Product Description 1 DTT2 Hold-down 2 HDC1014, HDC10/22 Hold-down 3 HDQB, HHDO11, HHDQ14 Hold-down 4 HDU2, HDU4, HDU5, HDU8, HDU11, HOU14 Hold-down 5 HPA28, HPA35 Strap -style puffin anchor 6 LSTHD8, LSTHD8RJ Strap -style hold-down 7 MASA, MASAP Foundation anchor strap 8 MPAI32, MPAI44 Strap -style purlin anchor 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 10 PA118, PA123, PA128, PA135 Strap -style purlin anchor 11 STHD10, STHDI ORJ Strap -style hold-down 12 S'THD14, STHDl4RJ Strap -style hold-down Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30I2020 For direct links to all SST approvals listed balm, CLICK HERE. For additional Information regarding Florida's Statewide Product Approval System and Wand -Dade County Notice of Acceptance INCA), CLICK PIRG 21 a LB series hangers Top flange hangers available in width of 1-9/16" and heights ranging from 5-3/8" to 15-1/8". 22 LBAZ series hangers Top flange hangers available in width of 1.9/16" and heights ranging from 9-3116" to 13-1/8" 23 LEG3, LEG5, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 7/8" and heights ranging from 9" to 33-1/2". 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-1/4" to 6- 7/8" and heights ranging from 9" to 32.1/7' 25 MIT series hangers 1 op flange hangers available in widths ranging from 1-9/16" to 5- 1/8" and heights ranging from 9-1/4" to 24" 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9/16" and heights ranging from 3-3/8" to 7-1/8". 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 1/8" and heights ranging 9-1/4" to 32". FL#10880-R5 Sea # Product Model. Number or Name 1 ABA44,ABA44R,ABA48,ABA46R,ABA86,ABA80R 2 ABU44, ABU44R, ABU46, ABU46R, ABU5.5, ABU5-6, ABU65. ABU66, ABU66R, ABU88, ABU88R, ABU1010, ABU1010R, ABU1212, ABU1212R 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7-7 4 AC4, AC4R, ACE4, AC8, ACOR, ACES 5 BC4, BC46, BC4R, BC6, BC6R, BC8. BCS2-2/4. BCS2-316 6 CB44, CB48, CB48, CB88, CB68 7 CBSO44-SDS2, CBSO48-SDS2, CBSQ66-SDS2, CBSQ88-SDS2, CBSQ88-SDS2 8 CC, ECC. ECCU Series 9 CCQ-SDS2.5, ECCO-SDS2.5 Series 10 CPT44Z, CPTe6Z, CPT88Z 11 EPB44A, EPB", EPB46, EPB86 12 EPS4Z 13 LCB44,LCB68 14 LPC4Z,1_PC8Z 15 MPB44Z, MPB66Z, MPB88Z 18 P644, P844R, PB48, PESO, PB66R 17 PBS44A, PBS46, PES66 18 PBV6, PBV10 19 PC44-18, PC46-16, PC48-16, PC64.16, PC66-16, EPC44-16, EPC46-16, EPC48-16, EPC64.16, EPC86-18 20 PC4Z, PC4RZ, PCI PCBRZ, PC8Z, PC8RZ, EPC4Z, EPC4RZ, EPCSZ, EPCBRZ, EPC8Z EPCBRZ 21 PPB44-4Z,PPB44-6Z 22 RPBZ FL#10B66-115 §&# roductiII NumberorName 1 FJA, FSA 2 FRFP 3 GH46.8, GH46-8, GH48.6, GH48-8, GH410.6, GH410-8, GH66-6, GH66-8, GH68-6, GH68- 8, GH810 6, GH610-8 4 GLB5A, GLB5B, GL85C, GLB5D, GLB7A, GLB713, GLB7C, GLB7D 5 GLBT512, GBLT612, GLBT516, GBLT816, GLBT520, GBLT620 6 HGLBA, HGLBB, HGLBC, HGLBD 7 I IGT-2, HGT-3, HGT-4 8 UFP10-SDS3 9 URFP Product Description Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded Column Base Bolted column caps with W1 ranging from 3-1/4" to 9-1/2" and W2 ranging from 3-5/8!'to 7-1/2" Screwed column caps with W1 ranging from 3-1/4" to 9-1I2" and W2 ranging from 3-5/6" to 7-1/2" Concealed Post Tie Base Embedded Post Base Embedded Post Base Embedded Column Base Light Post Cap Moment Post Base Embedded Post Base Embedded Post Base Round Post Base Post Ca p Post Cap Post Base Retrofit Post Base Product Description Foundation Anchor Flat Retrofit Foundation Plate Girder Hanger Glulam Bearing Plate Glulam Bearing Plate Heavy Giuliani Bearing Plate Heavy Girder Tiedown Universal Foundation Plate Universal Retrofit Foundation Plate 1MM Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3012020 For direct finks to all 88T approvals fisted below, CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and MIuM-Dade Corny Notice of Acceptance (NOA), CLICK HERE. FL*10446-R6 sap At Product Model. Number or Name Product Description 1 A21, A23, A33, A34, A35, A44 Angles 2 APA21, APA4, APAB, APVA21, APVA4, APVAB Outdoor Accents Angles 3 APB44, APB44R, APVB68, APB66R, APB88, APB88R, AP81010, AP8101 OR, APVB44, Outdoor Accents Post Bases APVB44R, APVB88, APVB66R, APVB88, APVB88R, APVB1010, APV8101 OR 4 APDJT2-4, APDJT2R-4, APDJT2.6, APDJT2R-8, APVDJT2-4, APVDJT2R-4, APVDJT2.6, Outdoor Accents Deck Joist Ties APVDJT2R-6 5 APHH46, APHH46R, APHH610, APHH610R Outdoor Accents Heavy Hanger 6 APL4, APLB, APT4, APT6, APVL4, APVL6, APVT4, APVT8 Outdoor Accents L and T Beam -to -Column Ties 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CBT2Z, CBT4Z Concealed Beam Ties 10 CJT3Z, CJT4Z, CJT5Z, CJTBZ Concealed Joist Ties 11 DJT14 Deck Joist Tie 12 DS Dry Wall Stop 13 FC4, FC6 Framing Clips 14 FWANZ Foundation Wall Angles 15 GA1, GA2 Gusset Angles 18 H2A, H2.5T, H8, H10A-2, H10S, H14, HGA10 Hurricane Ties 17 HCJTZ Heavy Concealed Joist Tie 18 HH4, HH6 Header Hangers 19 KBSIZ Knee -Brace Stabilizer 20 L30, L50, L70, L90 Angles 21 LCE4 Post Cis P 22 LS30, LS50, LS70, LS90 Skewable Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ26LZ, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ, LSSJ21ORZ Field Adjustable Jack Hanger 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2 56, LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 26 LTP4, LTP5 Tie Plates 27 ML23Z, ML24Z, ML28Z, ML28Z, ML21OZ Angles 28 MMH8 Roof Tie -Down 29 MMHC Hinged Roof Connector 30 MMLU26, MMLU28-2, MMLU28, MMLU28-2, MMLU210, MMLU1211, MMLU139, MMLU1311 Face -Mount Hangers 31 RBC, RBCP Roof Boundary Clips 32 RST3 Roof Tie -Down 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 34 STC, STCT, DTC, HTC4 Truss Clips 35 rJC37, TJC57 T russ Jack Clips 36 Z2, Z4, Z44 Panel Stiffener Clips FL#10447-RS Sad s Product Model, Number or Name 1 AHEP 2 DSC2R-SDS3, DSC2L-SDS3, DSC5R-SDS3, DSC5L-SDS3 3 GBC 4 HCP1.81,HCP2,HCP4 5 HHRC2-2, HHRC42, HHRC42-2, HHRC4/1.81, HHRC44, HHRC5.25/3.25, HHRC5.37/3.12, HHRC66 6 HRC1 81, HRC22 7 LRU26, LRU28, LRU210, LRU212 8 LSU26, LSSU28, LSSU210 9 TBE4,TBE6 10 TC24, TC26, TC28 11 THA29, THA213, THA218, THA218.2, THA222-2, THA413, THA418, THAC418, THA422, THAC422, THA42e, THA422.2, THA426-2 12 THAI1.81122, TIIA12.06/22, TI IAI2.1/22, THA1222, THA1322, THA13522, THAI422 13 THAL422,THAR422 14 THJA26, LTHJA26, LTHMA 15 THJM2-4-SDS3, THJM2-5SDS3, THJU28, THJU26-W 16 TSBR2-24 17 VPA2, VPA25, VPA3, VPA35, VPA4 18 VTCR BE= Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Fa direct links to all SST approvals Wed below, CLICK HERE. For additional Information regarding Florida's Stateside Product Approval System and Miami -Dade County Notice of Acceptance (NOA), CL Q Haac FL0104WRS $ea # Product Model. Number or Name Product Description 1 BT, BTS, BTH Brick Ties 2 CMST12, CMST14, CMSTCI6 Coiled Straps 3 CS14, CS16, CS1$, CS20, CS22 Coiled Straps 4 CSHP18, CSHP20 Coiled Straps 5 CTS218 Compression/Tension Strap 6 DSP, SSP, TSP Stud to Plate tie 7 H1, H10A, H2.5A, H3, H8, H7Z, HIS, HISS, H16-2, H16.2S Hurricane Ties 8 HGT-2, HGT-3, HGT-4 Heavy GirderTiedown 9 HS24 Hurricane Tie 10 HSS2-SOS1.5, HSS2-2-SDS3, HSS2-3-SDS3, HSS4-SDS3 Heavy Stud Shoe 11 HST2, HST3, HST5, HSTB Straight Straps 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 13 HTSQl BKTZ, HTSQ20KTZ Heavy Twist Strap 14 LFTA Light Floor Tie Anchor 15 LSTA9, LSTA12, 1STA15, LSTA18, LSTA21, LSTA24, I STA30, LSTA36 Straight Straps 16 LSTI49, LSTI73 Straight Straps 17 LT820, LTB40 Bridging 18 LTS12, LTS18, LTS18, LTS20 Light Twat Stiap 19 MGT Medium Girder Tiedown 20 MST27, MST37, MST48, MST60, MST72 Straight Straps 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps 23 MSTC48B3. MSTC6683 Pre -Bent Straps 24 MSTI26, MST136, MSTI48, MSTIBO, MSTI72 Straight Straps 25 MTS12, MTS16, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 26 NCA2x10-12, NCA2xl2-12, NCA20-16, NCA200-18, NCA202.16 Bridging 27 RCWB12, RCWB14 Wall Bracing 28 RPS18, RPS22, RPS28 Repair Plate Strap 29 RSP4 Stud to Plate Connector 30 SP1, SP2, SP4, SP6, SP8 Stud Plate Tie 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 33 ST9, ST12, ST18, ST22, $1292, ST2122, ST2115, 51-2215, ST6215, ST6224, ST6236 Straight Straps 34 T220, T1327, TB30, T1336, T842, TB48, TB54, T856, TB60 Tension Bridging 35 TWB10, TWB12, TWB14 Wall Bracing 38 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 37 WB106, WBIO6C, WB126, WB126C, WB143C Wall Bracing Product Description 1 CBH2.37x5.5, CBH2.37x7.63, CBH2.37x9.75 Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Drag Strut Connectors Gable Brace Connector Hip Corner Plate 3 HGU3.81SDS, HGU525-SDS, HGU5.50-SDS, HGU5.62-SDS, HGU7.00-SDS, HGU7.25- Heavy Hip to Ridge Connectors SDS, HGU9.DO-SDS 4 HGUS series hangers Hip Ridge Connector Rafter Hanger 5 HHGU6.25-SDS, HHGU5.50-SDS, HHGU5.62-SDS, HHGU7.00-SDS, HHGU7.25-SDS, Light Slopeable/Skevvable U Hanger HHGU9.00-SDS Truss Bearing Enhancer a HHUS26-2, HHUS28.2, HHUS210-2, HHUS40, HHUS48, HHUS410, HHUS5.50/10, Truss Clip HHUS7.25110 Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Adjustable Truss Clanger Sized for 1-Joists Skewed Truss Hanger Multiple Truss Hangers 8 HTU26, HTU28, HTL1210, HTU26-2, HTU28.2, HTU210-2 Multiple Truss Hangers 9 HU, HUC series hangers Truss Spooer-Restraint Variable Pitch Connectors Valley Truss Clip 10 HUCQ1.81/g-SDS, HUCC11.81/11-SDS, HUCQ210-2-SDS, HUCQ210-3-SDS, HUCQ310- SDS, HUCQ410-SDS, HUCQ412-SOS, HUC05.25/9SDS, HUCQ5.25/11-SDS, HUCQ610- SDS, HUC0612-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 12130/2020 For direct links to all SST approvals fisted below, CLICK HERE. . For additional Information regarding Flaidn's Statewide Product Approval System end Misrri-Dade County Notice dAcceptance INCA). CLICK HERE FL01468-R5 §gig Product Model. Number or Name Product Description 1 HHUS210-3, HHUS210-4 Joist Hanger 2 HRS6, HRS8, HRS12 Strap Ties 3 HUCO210-2-SDS, HUCQ210-3-SDS, HUCQ310 SDS Joist Hanger 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 5 THGQ2-SDS3, THG03-SOS4.5, THGQH2-SDS3, THGQH3-SDS4.5, THGQH4-SDS6 Joist Hanger 6 THGW3-3, THGW3-4, THGW4-3, THGW44 Joist Hanger FL#11473-R5 Saa # Product Model. Number or Name Product Description 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 H16, HISS, H18.2, H18-2S Hurricane Tie 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 5 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor 6 HGAM10, HM9 Masonry retrofit connectors 7 HHETAI8, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 8 LGT2, LGT3SOS2 5, LGT4SDS3 Girder Tiedown 9 LTA2 Lateral Truss Anchor 10 META12, META16, META18, META20, META24, META40 Embedded Truss Anchor 11 MSTAM24, MSTAM36 MSTCM40, MSTCM60 Strap Tie for Masonry 12 MTSM16, MTSM20, HTSM16, HTSK420 Twist Strap for Masonry FL#114WR5 §gig_§ Product Model. Number or Name Product Description 1 DTT1Z Deck Tension Tie 2 H012, HD19 Bolted Holdowns 3 HD3B, HD5B, HD7B, HD9B Bolted Holdowns 4 HTT4, HTT5, HTTS-314 Tension Ties 5 1_719, LTT20B, Ll 1131 Light I anion Ties FL#13628-R5 Sea # Pmduct Modal. Number or Name Product Description 1 SBS/8x24, SB7/8x24, SB1x30 SS Anchor Bolts 2 SSTB16, SSTB20. SSTB24, SSTB28, SSTB34, SSTB36, SSTBI BL, SSTB20L, SSTB241L, SSTB Anchor Bolts SSTB28L FL#13972-R4 22" Product Model. Number or Name 1 CMST12, CMST14, CMSTCI6, CS14, CS16, CS18, CS20, CS22 2 HRS8, HRS8, HRS12, FHA8, FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI28, MSTI36, MSTI48, MSTI80, MSTI72, S/MST27, S/MST37, S/MST46 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C 4 LSTA30, LSTA36, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21 MSTA24 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 6 LSUBH3.25, SUBH3.25, MSUBH3.25 7 LTP5 8 LTS12, LTS18, LTS18, LTS20 9 MSTA30, MSTA36, ST6215, ST6224, ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 10 MSTC66, MSTC78, STS236 11 MTS12, MTS16, MTS18, MTS20, MTS30, MTS24C, MTS30C 12 S/B1.56, S/B1.81, S/B2.06, S/B2.37, S/B2.56, S/B2,88, SIB3.12, S/B3.56, SB3.62, S/B4.06, S/B4.12, S/154.28, S/B4.75, S/B5.50 13 SIBA2.12/8, WBA2.12/10, S10A2, 12/12, S/BA2.12/14, S/BA4.18/8, S/BA4. 18110, S/BA4.18112. S/BA4 1 all 14 S/HIA 15 S/HD8S, S✓HD8B, S/HDIOS, S1HD1OB, S/HD15S, SIHD15B 16 S/HDU4, S/HDU6, S/HDU9, S/HDU11 17 SIJCT, S/HJCT Product Description Coiled Straps Straps 97 mil (12 ga) Heavy Twist Straps Straps 43 mil (18 go) Straps 33 mil (20 ga) Bridging Connector Lateral Tie Plate Light Twist Straps Straps 54 mil (18 ga) Straps 68 mil (14 go) Medium Twist Straps Top Flange Joist Hangers Top Flange Joist Hangers Hurricane Tie Holdowns Holdowns Joist Hangers Product Description Concealed hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers available In widths ranging from 1.9116" to 3-9/16" and heights ranging from 9-1/8" to 23-15/16'. Face -mount hangers Face-rnount hangers available in widths ranging from 1-5/8" to 7- 3/8" and heights ranging from 5-5/16" to 12-718". Face -mount hangers Face -mount hangers Skewed face -mount hangers available In widths ranging from 3- 1/8" to 5.1/8" end heights ranging from 4-3/4" to 15-34". Concealed flange version (HSURC, HSULC) available for all double 2X and 4Xmodels; only acute flange is concealed. Face -mount hangers Face -mount hangers available in widths ranging from 1-9116" to 7- 1/2" and heights ranging from 2-7/8" to 19.1/4". Concealed flange version (HUC) available for all models having width equal to or greater than 2.9/18". Face -mount hangers Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Far drect links to all SST approvals fisted below. CLICK HERE. For additional Information regarding Florida's Statewide Product Approval System and Mlaml-Dade County Notice of Acceptance (NOA), CLICK HERE 18 S/LBV1.56, S/LBV1.81, S/LBV2.06, S/LBV2.37, S/LBV2.56, S/LBV2.68, S/LBV3.12 Top Flange Joist Hangers S/LBV3.56, S/LBV3.62, S/LBV4.08, S/LBV4.12, S/LBV4.28, SILBV4.75, S/LBV5.50 19 SILTT20, SfDTT2Z, S/HTT14, HTT4, HTT5 Holdowns 20 SIMST60, S/MST72 Straps 118 mil (10 go) 21 SP4, SP6 Stud Plate Ties 22 SSP, DSP, TOP Stud Plate Ties 23 STC, DTC Truss Clip 24 TBD22 Truss Brace Diagonal 25 TJC37 Truss Jack Connector FL#13904-R5 sS99 Product Model. Number or Name 1 CCOM3.62-SDSHDG, CCQM4,62-SDSHDG, CCQM5.50-SDSHDG, CCTOM3.62-SDSG, CCTOM4.62-SDSG, CCTQM5.50-SDSG, CCCQM3.62-SDSG, CCCQM4.62-SDSG, CCCQM5.50-80SG 2 ECCLOM3 62G-KT, ECCLQM4.62G-KT, ECCLOMS 5OG-KT, ECCL t.QMD3.62G-KT, ECCLLQMD4.82G-KT ECCLLQMD5.50G-KT, ECCLRQMD3.62G-KT, ECCLRQM04.62G- KT, ECCLRQMD5.50G-Kr 3 HGUM5.25, HGUM5.50, HGUM7.00, HGUM725, HGUM9.00 4 LGUM26.2, LGUM28-3, LGUM28-4, LGUM28-2, LGUM28.3, LGUM28.4, LGUM210-2, LGUM210-3, LGUM210-4, LGUM46, LGUM48, LGUM410 5 MBHA3.12/9.25, MBHA3.12/11.25, MBHA3.56r725, MBHA3.581925, MBHA3.56/11.25, MBHA3.56/11.88, MSHA3.56/14, MBHA3.56/16, MBHA3.56/18, MBHA5.50/7.25, MBHA5.50/9.25, MBHA5.50/11.25, MBHA5 50/11.88, MBHA5.50/14, MBHA5.50/16, MBHA5.50/18 6 MBHJ3.56/9.25, MBHU3.56/11.25, MBHU3.58/11.88, MBHU3.56/14, MBHU3.56/18, MSHU3.56/18, MBHU5.50/9.25, MBHU5.50/11.26, MBHU5.50/11.88, MBHU5.50/14, MBHU5.50/16, MBHU5.50118 FL013975-RS 8 # Product Model. Number or Name 1 SDW22300, SDW22338, SDW22438, SDW22458, SDW22500, SOW22800, SOW226-M, SDVV22634 2 SDWC15450, SDWC15600 3 SDWH19300DB, SOWH19400DB, SDWH19600DB, SDWH19800DB, SDWHI910000B 4 SDWH27400G, SOWH276DOG, SDWH21800G, SDWH271000G, SDWH27120OG 5 SDWS16212, SDWS18300, SDWS16312, SDWS18400 6 SDWS19800, SDWS19712, SDWS22400,SDWS22500,SDWS22512, SDWS22000, SDVV622800, SDWS22900, SDWS221000, SDWS221100, SDWS221200, SDWS221500 7 SDWS2230ODB, SOWS224000B, SDWS22500DB, SDWS2260008, SDWS22800DB, SDWS221000DB 8 SOWS22312DBB, SDWS22512DBB 9 SDWS27300SS, SDWS27400SS, SDWS27500SS, SDWS27800SS, SDWS2780OSS, SDWS271000SS, SDWS27120OSS 10 SDWV13400 11 STN22 Product Description Masonry Pier Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers Masonry Top Flange Beam Hangers Masonry Beam Hangers Product Description Strong -Drive SDW IEWP-PLY and TRUSS -PLY Screws Strong -Drive SDWC TRUSS Screw Strong -Drive SDWH TIMBER -HEX Screw Strong -Drive SDWH TIMBER -HEX HDG Screw Strong -Drive SOWS FRAMING Screw Strong -Drive SDWS TIMBER Screw (Interior Grade) Strong -Drive SOWS TIMBER Screw (Exterior Grade) Outdoor Accents Structural Wood Screw Strong -Drive SDWS TIMBER SS Screw Strong -Drive SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer FL#15363-R3 ,Sep N Product Model. Number or Name Product Description 1 AS 16, AS 18S5, AS 18S6 18 ga. Truss Plates 2 AS 20HS 20 ga. High Strength Truss Plate 3 AS-20 20 ga. Truss Plate 4 ASHP Hinge Plate Connector FL#15730-R4 § # Product Model. Number or Name Product Desedotion 1 ET -HP Adhesive Anchor for concrete 2 GAC, GDP, GDPM-50, GDPW75, GDPM-100, GDPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 4 SET-313 Adhesive Anchor for concrete Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3012020 ® For direct links to all SST approvals listed below, CLICK HERE. For additional Information regarding Florida's Statewide Product Approval System and Miami -Dade County Notice of Acceptance (NOA). CLQ HERE. 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1-518" to 3- 9/16" and heights ranging from 4-5/16" to I I". Concealed flange version (HUSC) available for models having width equal to or greater than 3-9/16'. 12 IUS series hangers Face -mount hangers available in widths ranging from 1-718" be 3- 5/8" and heights ranging from 9.114" to 16" 13 LGU3.25-SDS, LGU3.83-SDS, LGU5.25-SDS Face -mount hangers 14 LU24, LU26, LU28, LU210 Face -mount hangers 15 LUC26Z LUC210Z , t h Face -mount angers 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9/16" to 4- 5/8" and heights ranging from 3" to 10-15116'. 17 MGU3.63SDS, MGU5.25-SDS, MGU5.50-SDS, MGU5.62-SDS, MGU7.00-SDS Face -mount hangers 18 MIU series hangers Face -mount hangers available in widths ranging from 1-9/18" to 5- 1/8" and heights ranging from 6-15/16" to 19-1/2", 19 MUS28, MUS28 Face -mount hangars 20 SUR, SUL, SURC SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 9/16" to 3.9/16' and heights ranging from 3.1/16" to 13-314". Concealed flange version (SURC, SULC) available for all double 2X and 4X models; only acute flange is concealed. 21 U series hangers Face -mount hangers available in widths ranging from 1-9116" to 6" and heights ranging from 2-5/8" to 11.1/4". FL#10667-RO atii Product Model. Number or Name Product DesCrIgUn 1 BA series hangers Top flange hangers available in widths ranging from 1.9116" to 7- 1/8" and heights ranging from 7.118" to 30". 2 DGBF series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 1/8" and heights ranging from 9.1/4" to 24". 3 DGF series hangers Top flange hangers available in widths ranging from 1.1/7to 3- 5/8" and heights ranging from 7-1/4" to 24". 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3/4" to 3- 5/8" and heights ranging from 9-1/4" to 24". 5 E35, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5-1/4" to 8- 7/8" and heights ranging from 11" to 32-1/2". 6 EGO series hangers Top flange hangers available in widths ranging from 3.5/8" to 7 1/4" and heights ranging from 11-1/4" to 32'. 7 GLS series hangers Saddle hangers available in widths ranging from 3-1/4" to 6-7/8" and heights ranging from 8-1/2" to 28". 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 1/8" and heights ranging from 11" to 32". 9 HB series hangers Top flange hangers available in Widths ranging from 1-9/16" to 7- 1/2" and heights ranging from 6" to 30". 10 HGLS series hangers Saddle hangers available in widths ranging from 5-1/4" to 8-7/8" and heights ranging from 10-1/Z'to 28". 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114" to 8- 7/8" and heights ranging from 7.1/2" to 37'. 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 1/8" and heights ranging from 14" to 33". 13 HIT series hangers Top flange hangers available in widths ranging from 2-5/18" to 3- 9/16" and heights ranging from 18" to 26". 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-1/6" to 3-9/16" and heights ranging from 5-318" to 13-1/8". 15 HUTF, HUCTF series hangers Top flange hangers available in Widths ranging from 1-9/16" to 5- 1/2" and heights ranging from 3-7/16" to 15". Concealed flange version (HUCTF) available for all models having width equal to or greater than 2-9/16', 16 HWP series hangers Top flange hangers available in widths ranging from 1-9/18" to 7- 1l8" and heights ranging from 5-3/8" to 28". 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 1l2" and heights ranging from 5-3f8" to 37'. 18 ITS series hangers Top flange hangers available in widths ranging from 1-9/16" to 3- 5/8" and heights ranging from 9-1/8" to 16". 19 JB series hangers Top flange hangers available in width of 1.9/1&' and heights ranging from 5.318" to 7.1 /4". 20 JBA series hangers Top flange hangers available in width of 1-9/16" and heights ranging from 9-3/18" to 13-1/8" Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3012020 Far direct finks to elf SOT approvals fisted below, CLICK HERE. Fa additional Information regarding Florida's Statewide Product Approval System and Mlaml-Dade County Notice of Acceptance (NOA). CLICK HERE 5 SET-XP Adhesive Anchor for concrete 6 Strong -Bolt 2 (STB2, ST82-4SS, ST82-6SS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon steel and Types 304 and 316 stainless steel 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CSBSS) Titan HD Heavy Duty Screw Anchor for concrete and masonry available with hex head in carbon steel and Types 304 and 3le stainless steel, or with countersunk head in carbon steel and Type 316 stainless steel 8 Titan HD Rod Coupler (THD37634RC, THD50934RC) Titan HD Threaded Rod Coupler for concrete 9 Titan HD Threaded Rod Hanger (THD825158RH, THDB37158RH, I HD37212RH, Titan HD Threaded Rod Hanger for concrete THD50234RH, THD1D212RH) 10 Wedge -All (WA) Wedge -All Anchor for masonry FL#16230-RB "" Product Model. Number or Name 1 AT-XP 2 FT -HP 3 SET-XP 4 Strong -Bolt 2 (STB2) 5 Titan 2 (TTN2) 8 Titan HD (THD-H4SS, THD-H6SS, THD-CS6SS) 7 Titan Turbo (TNT) FL#16937-R3 4, ea § Product Model. Number or Name 1 X3481016.5K, X1 S1016, X1 B1018-4K, XQ1 S1016, X01 B1018-4K 2 XLQ114T1224,XLQ114B1224-2K 3 XMQ114S1224, XMQ114B1224-2K 4 XQ114131224, X0114B1224-2.5K X114S1224, XQ112S1224, XQ11281224-2K 5 XU34S1016. XU34B1016-5K FLX35320-RO $eri # Product Model. Number or Name 1 DSSCB43.5,DSSC846,DSSC648,DSHS 2 FCB43.5, FC845.5, FCB47.5, FCB49.5, FC0411.5 3 FPHSD34S1016, FPHSD3451016, FPHS03401016-5K, FPHSD34S1214, FPHS034BI214, FPHSD34B1214-5K 4 LSFC2.25, LSFC4.25, LSFC6.25, SFC2.25, SFC4,25, SFC6.25 5 LSSC4.25, LSSC6.25, SSC2.25, SSC4.25, SSC6.25, MSSC2.25, MSSC4.25, MSSC6.25, MSSC4.25KW, MSSC6,25KW 6 RCKW3,RCKW5.5,RCKW7.5,RCKW3S,RCKWS5S 7 SC843.5, SCB45.5, SCB47.5, SCB49.5, SCB411.5, MSCB45.5, MSCB47.5 8 SCS32-5197, SCS82.5/97, SCS82-5/118, SCS82-5/118 9 SCW3.25, SCW5.5 10 SJC8.25, SJC10.25, MSJC8.25, MSJC10.25 11 SSB3.518 12 XLSH34B1414,XLSH78B1414 13 XQ1S1016, XQ1B1018-4K. XQ1S1214, XQ1B1214-3.5K, XQ78S1224. XQ78B1224-3K, XQ114S1224, X011481224-2.5K XQ112S1224, XQ112B1224-2K, X34B1016-5K, X131016,X1B1016-4K,X1S1214,XlB1214-3.5K Product Description AT-XP Hlgh-Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Adhesive for masonry SET-XP High -Strength Epoxy Adhesive for masonry Strong -Bolt 2 Wedge Anchor for masonry Titan 2 Screw Anchor for Concrete Titan HD Heavy -Duty Screw Anchor for concrete available in 304 or 316 stainless steel with hex head, and 316 stainless steel with countersunk head. Titan Turbo Screw Anchor for concrete or masonry Product Description #1 D-16 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 Drill Point 012.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping Screws with #5 Drill Point and Large Diameter Hex Washer Head #12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, Tapping Screws With #5 Drill Point and Medium Diameter Hex 012-24 Strong Drive X Metal Self -Drilling, Tapping Screws with #5 Drill Point 010.16 Strong -Drive XU Metal Self -Drilling, Tapping Screws with #1 Drill Point Product Descrption Bypass Framing Drift Strut Connector Bypass Framing Fixed -Clip Connector #10-16 and #12-14 Strong -Drive FPHSD Framing-to-CFS Self - Drilling. Tapping Screws Steel Framing Connector Steel Stud Connectors Rigid Knee Wall Connector Bypass Framing Slide -Clip Connector Bypass Framing Connector Head -of -Wall Slide -Clip Connector Steel Joist Connectors Bypass Framing Slide -Clip Strut Connector 014-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping Screws #10-16, #12-14, and #12.24 Strong -Drive X Metal Self -Drilling, Tapping Screws i ch -00 .� U CL Q O CU C Co O O C: O !Z O W -0 0 E LL .� L O ^O ^'' Q CU .0 �/�� V/ a Z Z W J 71 a� 0 C: O ■ ti CIO W co CIO � 0 L Q C -4-Ma U U 0 V� U 'W'^ V/ m W Z Z Z Q J a i SHEET NO. PA 122 _aI I j°� r-wv 6