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HomeMy WebLinkAbout39798 Harmon Grove CtABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAD or Red. Radius ADJ orADJ. 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. Altemate FRT Front REF or Ref. Refrigerator Be Base Cabinet FT or Ft Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing READ or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galv. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt Height SHWR or Shwr. Shower CIR or Cir. Cirde 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 SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SO or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL or KMfall 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 Latin. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lev. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail 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 VerL Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or wl With ELEV or Elev. Elevation PED or Ped. Pedestal WA or WA 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 Pk. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proofing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin, Mr. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 FRAME -WALK REVISIONS 12-27-17 3.0 2017 FBC UPDATES 05-20-19 3.1 ELEV. Al -REVISED BANDS BACK TO ORIGINAL DESIGN 08-27-19 3.2 ENG. REVIEW FOR 150-C MPH 09-20-19 3.3 ADD 8'-8" ELEV. FOR TREVESTA 05-14-20 3.4 ELEV. B REV. ENTRY PER M.K. ALL WORK SHAI.'_ Cr"°at v WITH PREVAILING I NATIONAL I=LEC''Pir- , I AND THE CIT' ;HILLS ftn PLAN - - v LENNAReM 1551 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURALNOTES SN1 DETAILS S3M MONO DETAILS S4 DETAILS — J+—---.-- S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. i �;�ulttuu�n SOWN SE =C . •`JJ 4�rq` VLU — U "o z '•. FLO U F E S S 1 O ;� .\NN To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential eth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W W 0 r, 00 LL GTIJW LL J 1 a MM W . LL LL a s Z��oo J ? Cm° W -0 ¢ o Z U IL - N $ 0 N N M W 0 z z � z a Nm �/ I vO z � CC o 0 8 �t!) c 04 u �Q N ti aE0 p w z WX Z� 'fd ry E o � � 8 .,q)�g b � > M 0=C ^L' W M •� o CL/�/�'� W o0 0 Cfl r-1. 0 O t— 70 2 o O) `O V7 a n ui m T M r c Z E Q E `� a c FL U 2 Om 3 JOB NO: 20-8074 SCALE : AS NOTED SHEET NO. C S 11�1111111 11MAl A11141.1111&1,ult<Y� M ?f x rn 0 'zi TYP @ 1 STORY A S3 H.B. � \ - - - - - - - - - - - I ' I \ to J I I TI NU E I I I S4 4 \ I `° 15'-8$" O T... ---IOP co I I I I TYP 20'-77g" I I @ GARAGE W o I I I OPENING \\� FAMILY R M D Ru- VENT VAUrrR&s -- - --- 2 CAR GARAGE I A O VAULT CLG. CARPET \� , 8'-0" CLG. I I I I 1 10 p g EEP HANSON BOX `1 r - -QPT. - 165 @ 36" A.F.F. N REF. N s a =w �4 I I I I ------- it O I w EDGE OF SLAB 2" >ca BEYOND WALL I 1 10 2' 2" 2-16'. CV) - _ CD - 20'-7j„ I I I co N �� " I I_- p I K S3 l l I I I I I I I 1 1 1 24"x24" CMU BASE COLUMN w/ (4) #5 VERTICALS I I I V-4 I i 9'-6' CL -- - I I I 1 1 I I I .d I I I 1 1 GROUT SOLID SEE ELEV. FOR I I o 1 I 'ham %' v l I I I 4x41 P T. #2 SYP q r 2.12 SLOPE 4'-0" CEILING I o I r is I I ZI - --- .. _ a O 00 2'-6" Ix - I f� a a� I I I TRY -- DIRECTLLY IN CENTER I I I 1 1 I - - - I O 1 1 D I I 8'-0" CLG. BUILDER TO PROVIDE I CC L S3 I I M SO A/BU44 (2 TYP.) ` PATIO I I - 111� D.W. I N APPLIANCE S3----------- PROTECTION WHEN G.T. - - -----4 w. _ CCAFE1 IL ^I L = J ; - - REQUIRED PER FBC 4 iv 4 -� c O I _l - v VAULT. CLGI K �I ° Ln CARPET I 17-1 " I 8'-3 S3 - 1 7'-1 " 3068 1 I ' � , 6'-8" 11'-0'( N I _ (3) 2x4 #2 SPF F OY E R 1 O 1 1 N io I G I w/ DTT2Z -TILE 9'-6" CLG. I I c7 S3 � V-3j" 0�� 4.0,.1 H AT T-dt. � B.F. TYP 1STORY - R&S _ _ _ _ _^ R&S =� Z R&S ----------- fn w _-------------- `h`° N 00 W.I.C. 166 R&S N A S3 (3) 2x4 #2 SPF 1 w/ DTT2Z m N AHU 8 -0 CLG. I 4068 B.F. 4068 B.F. 17 TYP @ 1 STORY CARPET 1 3 ti6 8'-2� I 2668 2668 8'-0" 2'-4" 4,-2" T-7i�, 8'_8��� A °P S3 � ; zZ BEDROOM OWNERS SUITE ITN 5-SH (D 1 8'-0" CLG. I _ 8'-0" CLG. 16" DEEP N I CARPET 1 BEDROOM 2 - A � CARPET r LIN N C _ -- T r go 8'-0" CLG. N I 1 - 60"X36" r CARPET O N 116-8j" s� SHOWER �N TIE in bl r^ _ ...... I TILE O 211 8-54" 3'-0" in 10'-4" 51 I r, i -- -JE IBERGLAS PC(FIBERGLASS 'URROUN11111111111711111111111 L � 00AC � PAD a o URROUND -1 111111111 TYP @ 1 STORY 25-SH H.B. A O S3 A 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=2600 PSI H6 (2)- 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) -1 314" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X25 S.H. 13 20 X 38 j 18 4 X 37 j S.H. 14 20 X 501 18 4 X 50 S.H. 15 20X63 184X624 S.H. 16 20 X 72 18 4 X 714 S.H. 11­12 271/4X26 26X254 S.H. 1H3 271/4X38j 26x371 S.H. 1 H4 27 4 X 501 26 x 50 S.H. 11-15 274X63 26X621/2 S.H. 11-16 27jX72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 } 36 j X 37 3/4 S.H. 24 37 1 X 50 1 36 4 X 50 S.H. 25 37 j X 63 36 4 X 62 1/2 S.H. 26 37JX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 j X 25 4 S.H. 33 54 X 38 j 52 j X 37 j S.H. 34 54 X 50 j 52 J X 50 S.H. 35 54 X 63 524 X 62 4 S.H. 36 54 X 72 524 X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FLOOR PLAN - ELEV-B1 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. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3.Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" DA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 DE +26.6 / -28.0 OF +26.6 / -32.2 OG SEE SN SHEET u SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND 1111111111111111TMASONRY 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 1'13111 (TRB) 1ST FLOOR LIVING AREA 1555 LIVING TOTAL 1555 GARAGE 408 FRONT ENTRY 42 TOTAL AREA 2005 INSULATION REQ. 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 R-11/R-13 KRAFT FACED (GARAGE / LIVING) �r E - `t -•�� FL o'I? O F E S S 10N, To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W W cc g V �cy U. LL J till Q fn N N .L LL y M ! ; W LL LL T; a s z 13 J i O wc� OC � m m CD N C? O W°� Q J aaa Z N � z z i` 13 z O� •u N o. �� - � LLJ rz � soy H Cn L.L us � Zg yp� Q E E os z• E E F� N x� 2 _. N°d81 � °tg qg gZ z Cl) C:to ...r v y o �o ?� > n W VJ1 g �� 5z W r� NJ:L o14, 120 >M L r 0 M •- 0 aC s m 0 co c E N T cu 0 Qi LO _ (V o0 T LO T I Mr, Qia) N 0 T E M T co r-- iFi o Z Z E O EO T C c a. U J Q O JOB NO: 20-8074 SCALE : AS NOTED SHEET NO. v Cr m S s J m x M o> 0 0 i rn c 0 a E 0 CE .e N N 0 a a N O 0 A KITCHEN ISLAND _ 4 4 fV OPT. REF. T M KITCHEN VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / w Q MEDICINE CABINET o0 d' OO� OLL > N > M M M M 4 zn tD LJ HOOD 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER II _ N FIN. FLR. KITCHEN 00 BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD Z SINGLE TOWEL BAR IN n. ROD TUB OR SHWR. x TOWEL BAR nW. ON BATHROOM WALL F- SHWR. o O VALVES W 00 o = CO SOAP n �% 7a C'3 = o DISHin U 0 0 - I o leca M M 0 TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY O n - MIRROR q - -I - - t` 9 Lo0) - 2L '(Dv) C= U1 =:3.1 co U. 0L IlL W M C14 LO z L 0�z (LZ Wx Le .C14 0) LO 2 OWNER'S BATHROOM INTERIOR ELEVATIONS 42" H UPPER CABINETS --� 36" H UPPER CABINETS 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT O BRACKET 36" H BASE FINISHED CABINETS COUNTER TOP 30 H BASE 0 00 Li- 10 O CO 2x °' 0? FRAMING � M c0 1 /2" GYP �? BOARD — T FIN. FLR. 2x P.T. SHELVING CABINETS - ISLAND COUNTER SCALE: 1 /2"=1'-0" III _ - (V N FIN. FLR. CABINET BLOCKING BLOCKING AND MOUNTING DETAILS.I SCALE: ,,z._,..p. OWNER'S BATHROOM INTERIOR ELEVATIONS 42" H UPPER CABINETS --� 36" H UPPER CABINETS 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT O BRACKET 36" H BASE FINISHED CABINETS COUNTER TOP 30 H BASE 0 00 Li- 10 O CO 2x °' 0? FRAMING � M c0 1 /2" GYP �? BOARD — T FIN. FLR. 2x P.T. SHELVING CABINETS - ISLAND COUNTER SCALE: 1 /2"=1'-0" III _ - (V N FIN. FLR. CABINET BLOCKING BLOCKING AND MOUNTING DETAILS.I SCALE: ,,z._,..p. riik", �`�Oiu{►tllilt, Ft0 W ]� S � i � T f `O aFE5SI0 To fhe best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - ReaidenUal 8th Edition. Engineers signature and seal is only far the structural engineering potions of the Brewing pages bearing Engineers signature end seal. W bo Zoo 12 HEEL 12 T.O.M. — —------- F4------------- -- HDR HGT TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) 2" x 4" SMOOTH TEXTURED SILL / BAND I I I I I I I - I I I F. FL. —-------------------------------------- 12 5� 4' RIDGE VENT 12 5 A I EM I I I I 11 irm NE101 — r WN I FF=--- I "IF M I F=7 1i MW 3 TAB SHINGLES. ROOF �— INSTALLED AS PER MANUF. SPECIFICATIONS 2" 1" x 9" SMOOTH TEXTURED HEAD/BAND FRONT ELEVATION - B1 12 zz:::�5 SCALE: 1 /4"=1'-0" 18' RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MAN UF. SPECIFICATIONS 4 _-.. _ - - _ _ <:-------- TOM ---------------------------------------------------------------- HDR HGT. 2'-0" �-�— TEXTURED TEXTURED CEMENTITIOUS CEMENTITIOUS Q FINISH ON C.M.U. 60 FINISH ON C.M.U. (TYP.) (TYP.) °Q ip LEFT ELEVATION - 61 General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be Installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing Intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net he ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided In the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWNG VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Speci lcatlons) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN, OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. \01111111fit// SRO WN •,�� N • •--J — < A4�OFE 2.11111`�0 To the beat of the Engineer's knowledge, information and ballet, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Realdential ath Edition. Engineer's signature and seat Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 48 Lo$ p� J # LL LL LL yy 25 C J z a W N LL LL S a V Z WO L W N M Z 7 Z W z Z Q� a U) N N4-J z v' (l3 EL w O w C/3 U Qc � see M J LL_ E aaR R zo E oa Z st 'o r0� COc oLL Z 3 rw U W �� U g� �k M ^L' W L° m \ •— o U M ^C^'' 2 to C7 CO � o E c T LO t0 CD T— � 00 CD LO T (7) E z T— C') ° z a pEp 0 � E' d Q °i C) pre JOB NO: 20-8074 SCALE : AS NOTED SHEET NO. 3.1 I MY' 1771 ' ' 1 1' I1 P I 4 6D bo io T.O.M. 1 -------- HGT. F.FL. 12 5� 12 �5 ___ 3 TAB SHINGLES. ROOF 6_011- INSTALLED AS PER MANUF. SPECIFICATIONS EXTENDED OVERHANG TO BE CENTERED ON DOOR TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) REAR ELEVATION - B1 4' RIDGE VENT 18' RIDGE VENT - 12 �5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS _ 1 L T.O.M. TEXTURED CEMENTITIOUS FIN. ON C.M.U. (Trp) �— TEXTURED Y. CEMENTITIOUS FINISH ON C.M.U. 2" x 4" SMOOTH ?o (NP ) TEXTURED SILL / BAND F.FL.------------- --- ----- - ------------------------------------------------------- RIGHT 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 C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be Installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall Include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof Intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1 /300 provided that at least 40% but no more than 50% of the required ventilation is provided In the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or comice vents. -CALCULATIONS BASED ON THE FOLLOWNG VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. 111111lill gR0 WIV •. N Q lop 2 �= S�P� \Qp F L o�" ko .•'• To the best of the Engineers knowledge, inforrnatlon and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering potions of the drewing pages bearing Engineer's signature and seal. W W N � � Lo 0 aJ N J cli Cy 9;;- i J A W W �i n , _VLLLLo- y J M W (A �LLLL a Z I� C 9Z Jo W aNrO a,m m �rn0d0a J C L Z L0 O p N CN Cl)Z d Z ° ❑DD W U z Z z t!1 z •V Ln N W 8 � iV _ c� 0c 33 J Li- EE o� yppy�� L Nl> W= oa Z M 08 *o JZW Z L CO O VZ 8 m O IF OKdK �� W r;$ y, LL o� y N J� .0 d' m �M ^L' W M 1= c) 0 M 0) N T 1..� m O T 70 _ Qi r I M N ��-- E T rn o M r Z Z c � E 0 v ui p ME c ate. U Q JOB NO: 20-8074 SCALE : AS NOTED SHEET NO. 3.2 z P0 O 2" 1" iv i4 2" iv = tO �• IV VARIES "NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY n COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" BUILT W/ STUCCO. EDGE OF OPENING 1'-10" �N Lcv 0 cn N Lt( �„ 11" 3 " 1NN 1'-8" 1" 1N 1" RADIUS 1/2" 31/2" RADIUS 3/4" RADIUS 1/2" RADIUS 1" 4" 2N 12 1 1/2" RADIUS 2 1/2" RADIUS CAP RADIUS 1'-5 " a cue VARIES VARIES VARIES VARIES BASE = `"a-0" AN L L IA CAP iv tO 1 1 1" 1" 1 4^ " 1 1 1N 1N 1,_ON 1N L _ N BASE 4^ NN A.* r T �N 4„ �„ � � '- Eli 2N � VARIES 11j" 2N • II N� `4 24" 4" . 1 jN 3" *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. VARIES OPENING VARIES 2" 2" EDGE OPENING 2" ' L 8" 2" , 1'-6" L L Q N 1N w _ v 1-1/2" THICK w 1-1/2" THICK 24N L � LIN LL< f� 4" 10" = v i N 2" 4" 3N 10" 6" � N N 6 = 2" N = -- ----- 24" IV IN � „ 1" U) U.1 > 1-1/2" THICK 2'-4" 1'-10" 1-4" TV iN 12 TV L Q - 3° _ ------- 51" 1,-5„ 54„ 54" �1A ^ Q z 44N VARIES VARIES VARIES KEYSTONE F11 0 OPTIONAL 4" GARAGE DR. OPENING 4" VARIES KEYSTONE F11 00 r` OPTIONAL 3 1 4" WINDOW OPENING Y4" NOTE:INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 4" 8„ N r_------__ iv I 00 I (o i Rs, � -�— 6" 4" �'� N N b Rq d VARIES 2° io =00 N 111 1" L v 1" - o9 9 NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 3'-8" 4" T-0" 4" 10" 1'-4" 10" fPe 14 1'-6jq" 14" r _ r N -- a 1" 5j„ 2'-1" 5j" - _ r L CV N --_ ` N GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH N O N N O To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W Lo 00 a a S co C"00 M LL LL W LgNy Il Lu a Z LL L$ p IL 0 Of O O Q W N a, CO a. IL M o O z °C Q J ❑O❑ W z z � g J d N IV cD N.0 ,` O �N 0� Q w W Q N Cs J O V "oR WLL � iR zo wa O z cn J� 8I c � 1 > M ^L W m 0 MT .� o � p m C CD E N c c O) T � N � r T + 0 C T ai m T M iri T 6 Z z c a E 10 E m v m c c ci -j ¢ o JOB NO: 20-8074 SCALE : AS NOTED SHEET NO. F1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance With the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET Lph SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH �24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE 1-0 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN Qr EXHAUST FAN/LIGHT COMBINATION ® D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �5 PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN A9 (1) PHONE LINE, (1) DATA PORT 200A INDOOR PANEL CENTER #14 Copper to lights & OUtlets NEMA 00 AMP 1 200 A#12 copper to 20 amp ckts #10.2 copper to WH # 103 copper to Dryer n µ 210 or 4/0 SER Alu 200 amp 150 amp ===jF I nn 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 - 2014, LOCAL CODES AND THE LOCAL POWER CO. VERIFY METER LOCATION WITH BUILDER ELECTRICAL PLAN - ELEV-B1 SCALE: Y4'=1'-0" 0 N 0 N N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. f. EE 88 Li 0 to nc 05U. ; G u ' aajMC7 N N LL W y r"gLLLL Zaa �. g cc N tp m p W IL ILtO 0 2 a p� CL Srn ZOU NO C"IM Q U W z z � z a V) (V Z D _€ f13 U W � 0_'Ln w V) r— U Q 0 s� o Cn o _j 0. Z0 Za�p7 6F 3® E 0 cot0 U, 00 uo f o° Z o E N t a� �� °Z gw � J Z .�., _ ro � � a C, 2 $0 Z W a a-u WW o h� M U o B ^L 1= U � � 0 .2c 00 E N T 7 = O ai Lo '- a LO r- I CV) o E z .c' Z c a E o E EE � c U Q p JOB NO: 20-8074 SCALE : AS NOTED SHEET NO. 4 �l J N O ATTIC VENTILATION CALCULATIONS - 131 (TRH_ ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule (No Upper Ventilators 1/300 Rulepp Ridge Vent Amt Off -Ridge Req.) (Must Provide Upper Ventilators) (Ft) Amt. Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SO. IN. of by Upper SQ. IN. of ventilation of vented IN. of of vented ventilation to be provided . SQIN. of SQ. IN. of Ventilators (See Elev ) required soffit ventilation soffit by upper Ventilation Ventilation __..._ needed required needed ventilators Main _ .._._. 22.00000 2.000000 Floor 1999 1919 274 960 69 460 0 606.0 330.0 276.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN — ELEV—Bal SCALE: %4'=l'-0" Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "*CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO, IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. �RW, N y .. •.. `. U. �\�,, o Or Ess��� �$ �,'7rrllf t l t I l 00 To the best of the Engineer's knowledge, Information and belief, the structural plans and spedfications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, W F-$ �" S N 4 Lo 0 N J w ^ # 5 tl! Q fQn�1---a ` J M ,x�C• � rA LL LL S = 0 0 rr 0o O J J(Qe� � z ILW � M � °" z ❑O❑ W z z a (nLn Q) z C C1 t'13 w � V O c �N U � _ :I Q 0 so � M w� WZZ oLL 4 ZY QE E z$ if m� J a SY N� o ZW �w W � T w U aZ N W 2 H� o }¢Q ZI� V 0 > ce) L M > cD '> U M Q C ' 0 O CL I—oc m C7 CO \� E T • _ Qi r T I M � P o LO r W E O c T M Z Z a E E O v < o JOB NO: 20-8074 SCALE : AS NOTED SHEET NO. 5 46'-0" 6-0" TYP @ 1 STORY A U.N.O. S3 5' 2'-6" x 2-6" x 1'-( W/ (3) #5'S E.W. 7'- H.B.t I •_2" 1 . N I I 23'*_ I I — — — 1 (2) #5 VERTICAL ■' r 1: I BARS OPT. D I QPT. VJ1 TYP @ 1 STORY I t = — _ T ^ = _ . �.. 3_ — - 3 1/2" SLOPE I U.N.O. I r T — II U? A r I I F T I + CJ — I I I —�I CJ I ■ I INDICATES FILLED CELL w/ 3000 PSI I— CHASE TO `O CONC. GROUT FROM FT. TO BEAM I I ISLAND . , , , , , I ' ' I I BUILDER TO PROVIDE APPLIANCE PROTECTION to J W/ 1 #5 REBAR VERT ABOVE SLAB TYP @ ALL PLACES SHOWN I HOOKED FTG. DOWELS 5" EMBED I I KITCHEN ISLAND I I — _LOW WALLS I :: fc- 1 K S3 WHEN REQUIRED PER FBC S3 EDGE OF SLAB 2" ( 25- ABOVE SLAB' GRADE 40 i I i i I ; BEYOND WALL I . r 4 -0 �• ST/EEL'EXT. 25'-6" " : 20 -6' x w � STEPS AS REQUIRED II Ir'a�la I 11 I( I 1I Fr" -7'-11" (2) #5 VERTICAL N I aLJ9 -- BARS M FIELD �1yIlox , I CONDITIONS PROVIDE 1 Y" RECESSI ILL J�I—n I ■; I FOR SGD. REFER TO I 11 ��=J—�\ MASON'S SLOPE FOR iv I 1 I r — — -�h I ; ; W.H. K CC I S3 CC S3 I N — S3 I WIDTH III D.W. III ( I ��_� ■ CJ I III :. ■ _L — — — — —� ■ -3 1 /2" 118" 8 - /2" SL OPE , 31 I I 7'-1$" 4'-8" 1 2'-6"x2-6"x1'-0" 3-1/2" MIN 3000 PSI CONC. SLAB FO W/ (3) #5 S E.W. PROVIDE Y2" x 9" N L `Cv S3 — — I HERNANDO COUNTY ONLY RECESS FOR FRT. DOOR ■ ; 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 TOP OF CONC.I PAVER TO BE V I MIL VISQUEEN VAPOR BARRIER BELOW FIN. FLR. 3'-8" 4' " G 1 7 Io.- lie 0. 17,-5j" ...... 36-6g"' TYP @ 1 '""' j 2-6x2-6x1-0" ( STORY U.N.O. c I W/ (3) #5'S E.W. r M I — — — — — CJ AH _ — — CJ — in CV _ — CJ — — — CJ ■ • / / 1 10'-10$ r ' I HVAC CHASE / / I 1 I &O T BASED ON I LOCATION / / % / / I :.'.' . '. '. '. '.: —Irr. ' = - ll ll• 1 ij ►� I I 11 I ` 10 // / / / II I I' noo III '�' •. ■ I ■// // / � II II. 1 17'-27g" 6 2'-9" 2'-8" 2'-11rIl 11• II* �4 ^ I L- -JI I 7j l{ N in I L---------- — Il---J1 \ / / :77-• t / r� /r ` — ^/ ____71j ( I ------ �' -- -- I ----j rn in TYP @ 1 STORY A U.N.O. S3 r NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN 0- CONTROL JOINT DETAIL SCALE: 3/4" = V-0" -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY - #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. ""Alternate: The reinf. bars shall be Cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" FOUNDATION PLAN MONO - ELEV-B1 SCALE: Y4'=1'-0" ,.�' 'a?,O WN,������ rib V N lrF 4 ••" L 0FES5 0 >> To the beat of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 8 Q N fA N J O CI 7 , J # 1 (y� T * ccuLLWJ LL N N - W awrn a Z 0 0 �LLIL o o a" W N tD m P rn d o a IL pp O 0) � i.NjZ V p J Wdo ❑❑❑ z z z a _ Ln 4-J N —� O N c C, s� N �., E c COI. �_o Zz Zj$j$ C J NYV O Y 2 W g 0z V -) La CM •' o CM 0) as m 0 CO ..' o E o d- T f0 0Q/�� L,C) ,- I M � o Y M .- E Q C (L E U v a3 Q p c J JOB NO: 20-8074 SCALE : AS NOTED SHEET NO. 6 TYP A rA (2) UIlk V ti� ' Lo CJ C� U �� CJ 1 CJ3V CJ3 CJ5V I CJ5 I EJ7V EJ7 I I EJ7V EJ7 "I EJ7V EJ7 EJ7V 11 I EJ7 r1 r 1 ' EJ7V j j 1 EJ7 SIMPSON HU410 w/ (18) TITEN 1 /4" x 2 3/4" & (10) 1 Od NAILS r 1 I EJ7V -- (2) 2x12 #2 SYP WD. BM. w/' EJ7 FLITCH PLATE. BOTT. OF B? 0 (2 x 18 D1 FG1 0 EJ7VA O v EJNA a i I' I II E1 O EJNA x (2 ) SIM F-L EJ7V EJ7 EJ7 EJ7 " "l I I EJ7 I I I I "I CJ5 CJ3 1 Cl) rn N a r Q ~ c~o Q Q H F a H- a a M Q Q Q a Q F- a C7 Q LU LU m m m com m m d, J 116" OSB 1. @ 6'-8" TYP. BM TO CO. CORNER 1 S5 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d R73 1 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2"& 8-10d H HTT4 3610 3105 5/8" ANCH. /(18) 10dxl-1/2 HTT4 4215 5/8" ANCH. / 18 10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / 26 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 H05B • 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 - 2 - 7/8" DIA. BOLTS M HD713 * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 10140 -- 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 `" 1005/915 "" 8 - 10d x 3" JUS26 1000/1080"' -- 8-10d P HUS26 1320/3235 "" 1335/2820 "" 20 -16d x 3 1/2" HUS26 2035/3400 — (20)16d x 3-1/2" Q HUS28 1760/4095'" 1720/3125 "" 30 -16d x 3 1/2" HUS28 2950/5090 — 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 990 860 14 -10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 990 860 14 -10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR wl 12" EMBED wl USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1 1310 1 1245 1 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 1/2" 1 HHCP2 L 680 570 (20)10d x 1-1/2" MINIMUM 3" MEMBER " REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10.17.19 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") •FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (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. RIel yy R�ER 1 OR P)L T LEDGER —�A) 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 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-B1 SCALE: Y4'=1'-0" o11111111lilt r/N,,� 4 �+z0 W v C� �. - U � t~ Lor:. ll OFESSIO �•/7/r�rlttt111E��11 \\ To the best of the Engineers knowledge, information and belief, the structural plans and spedtications contained within these drawings comply with the 2017 Florida Building Code - Resldential Bth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W 11- a g 0 L n m W a f/�NN� LL L 0, J C7 , N a ZOf LLLL W o O oC W 2`) m � ON, �Qopa Z LL = 0Di NZ a0 N N OU ❑❑❑ W Z o�S Q U) Z CoN 4-J N W U OW �V1 U �Q o QLL J E E aff F zaQo EO Z S E N � oY g �0 z n7 C � � O gkEk 3 8 iZ Sao W) U Zw y s Ay 8 C H o 1 5 o >M L M / O M Q C � , O T CL ^' m W I— O E o �" rso c CD N O) r T CIO E � ♦— O M Z m z E CDy � c 0- U Q p JOB NO: 20-8074 SCALE : AS NOTED SHEET NO. 7 . ALLi��LliwuAilkffii&A ail't 8F8-1B/1T 0 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply With the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6• Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided In composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. it. The exterior surface of lintels Installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / 11.0 a e vertical load Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS 8F8-0B/1T 8RF6-OB/1T ;'�.' ; © © O O O, O 0 0 0 0 8 F14- B/ 8RF140B/1T 8F16-0B/1T 8F16-iB/1T • © a © ® 8F20-0B/1°T 8F441B/1T8F401B/iT 8RF40OB/iT 8F321B/iT FORM dt GROUT SOLID � J �U ° ;5 BAR CONT. 8F12-1B/1T V LINTEL DETAIL SCALE = N.T.S. C. is TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY w_ 8 F 16- B/ 1 T U tNOMINAL. • to QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS cTT precast lintels = 3500 psi. 2. fc prestressed lintels - 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 318" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psl. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #SREBAR MIN. AT CI'D (1) REQ ALTERNATE POWERS °R STEEL LINTEL ° e e ° ° .M.U. #5 REBAR AT TOP ° e GROUT MIN. (1) RECI'D ° <J " D � 1-1/2" CLEAR ° ° n J Q n to C.M.U. n 5 REBAR AT y W BOTTOM OF Y� 4 - w °-BOTTOM LINTEL CAVITY m a it REINFORCING pNOE DED IN a C7 ¢ Z Z r'— a 3 tn D D ¢ 5 REBAR AT BOTTO 7-518"ACTUAL ' NOMINAL WID H (VARIES) u~i ¢ �o �. 4o AS INDICATED LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for Installation. 2. Contractor to provide proper protection of lintel to prevent rusting. Refer to manufacturers specifications. 3. If lintel Is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plaNdetalls for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications O 4'-0" LL CE 5'-10" LL LINTEL PLAN - ELEV-B1 SCALE: Y4"=1'-0" — U �I FAO, ,40FES510N To the best of the Engineers knowledge, Information and belief, the structural plans anti apedlioatlons contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W L4 OD del 4 Nt-- U.L a`�` o rm� �m3 N rD m W �o�rn d o a Z IL C p � MZco Q O j Wv ❑❑❑ V z Z E Z n J d N�N N QJ f•S Z 0 •lJ cn O"' N 25, Q C"IUD CD �} X LL E a�F X �qp�yy zo O R U go O ZE L0 Z • r0 (nC C Jb Y8W % Og W BE $5 >M La > '— U M 0) Q C ' o O m o co 00 T 'LO M 0 0) I ch o LO E C 111— M r Z Z c E O LD a; c JOB NO: 20-8074 SCALE : AS NOTED SHEET NO. 8 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS, INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES 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 X INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ad. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. 1. 1, 7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS, 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ad. (2017) AND FLORIDA BUILDING CODE 6th ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2, 3. 1, ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4• WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ad. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR ILL + ROOF ILL TOTAL DL + FLOOR ILL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 Ys" GROUT FILLED MASONRY: y4„ 4. 1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) 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-I-P GROUT 3,000 Psi 3,122 Ksi STRUCTURAL NOTES 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4. 4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148",16d = 0,162'. 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft= 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36136M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which Identifies the termite treatment provider and need for re4risoection and tr�atment 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/spprinkler systems in�uding all risers $rid spay heatls shall In t be installed Within V-0" of the building side wall. 4. FBC-R R318.7- T2 provide for in 14n for termite int lion, between wall covering and tiinal earth grad8 shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete okerpo r and mortar along the foundation perimeter must be removed be ore exterior soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An extgrior vertical chemipal banier,mupt be install ,�d afte 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. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 64' OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO W ALL ONS REVIEW DRAWINGS E W GS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%4' DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%$' DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, C BEAMS ET ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. _X\% 11�1011`/IVIIIJ ///��/R/ SE •'• B CtL FLG �0FES51pN 411111111100% To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W $C V O Lo9) c U. 9 G T J# W d 01(", LL CL � _j a w a �LLLL n, tO m m m W Z d p CoLNL6IL N M Q 0 J W CO � z z � S � U U w 0 g vUlco C A U 10 Q iR g, J LL EU � zo a o � �° W3 z E U oY ro C o Y �I iLL zN ^ 8 s<a W� d�Y$ T U g 1 W = N it 1124 M AL' W � .> o ta) M I- t\ O E O d- r M NO � N 00 Tr T M � O T E m M I� Z c a E O _j ti < o c cg JOB NO: 20-8074 SCALE : AS NOTED SHEET NO. SIN rR CORNER OF HOME GARAGE SIDE ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE J 15/32" CDX PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (u103 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED NOTE: 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + 6'-0" t + t t + + t t + O + + + + + + t t + + + + + t+ +++ ++++++++ + Backer and Filler Block Dimensions BCI%oist Backer Block Thickness Filler Block Thickness Series 5000s 1.8/1.7 3/4" or 7/8" 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 wp�d panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pif max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.' local buildingCE- code for appropriate details in One 10d box areas--20 of high or--20 sinker lateral load. nail each side 1 10 -0 at bearing. TANK -LESS W/H H C G O O O 5'-0" In STUB -OUT FOR O 1'-0" 4 0 GAS METER e U O 0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" 16" O.C. 19'-3" 1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d1 nails at 6" o.c. 1"r Provide adequate bearing for each lapped joist. odnails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED D DIMENSION OF LARGEST HOLE IN BEARING ZONES (KNOCKOUT EXEMPTS) (see table below) D 10 (see table below) DO NOT cut, notch or drill flanges FILL CELL STD. 900 HOOK BOND BEAM w �� CONT. #5 a STD.90° >� HOOK ��� —�� BAR AR71 L #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 �Y SEE PLAN FOR REQ'D ^�,�PLYWOOD FLOOR „y,a-= SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW �/ FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL .� TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. )Small gap 2" min. 2" max. 4 max. Web Stiffener Fastener Schedule - Joist Bearin Location Series De th End Intermediate Q ® 9-1/2".- 2-8d 2-8d BCI5000s 11-7/8" 2-8d 3-8d _5-_& 4" 2-sd Clinch nails 1 - 9-1/2" 2-Sd 2-8d when BCI 6000s® 11-7/8" 2-8d 3-8d possible �I BCI 6500s® 14" 2-8d 5-8d _ 4' 16" 2-8d _ 6-8d 11-718" 2-8d 3-8d __--- - BCI60s® 14" 2-8d ._ 5-8d__--__ Tight fit - ` 16" 2-8d 6-8d 11-7/8" 3716d 3-16d 2x4/Plywood/OSB web stiffener 2" min. BCI 90s® I 14" 5-16d 5-16d required when indicated or 4" max. 16" 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. 6,r A 1y" ROUND HOLE MAY J A BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2' DO NOT CUT HOLES LARGER THAN 1Y" ROUND IN CANTILEVERS. 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 1Y" 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. �When joists meet over wall, provide 1 3/4" minimum bearing for each. SIMPSON MGT w/(22)10d NAILS TYP. GIRDER TRUSS 2X TOP PLATE 5/8" 0 THRU BOLT 2 X B.U.0 SIMPSON MGT w/ (22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Jc Backer block (12" wide min.) Nail with 10-10d nails. '-,,Install tight to top flange. Filler block. �\ Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap - i Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required 'rf hanger flange is laterally supported by joist hanger. doesn't meet height ] I requirements 0,6 X Joist o depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL o0 WNWa`I�3.'UNTd SLEEVE THRU STEMS • SEE PLAN FOR •. a . • • FOUNDATION INFO ` • e' STEM FOUNDATION GRADE REINF. SEE PLAN --A b Pit, tJnmor 1+ rvt,, SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION "MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. - LOCATION OF • SECOND H10A SIMPSON H10A (WHEN w/ (18)10d x 1 1/2" REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE �I11 '� ���.II SEE FND. PLN. SIZE & REINF, PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0"— CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE r PLUMBING LINE - � e SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE e°' e i ea L C o . a Q ee p d e - SEE FND. PLN. SIZE & REINF. III Nlll/y''i ����t,,+,\!!l111 X, V1!N lti gR0 — • —� �y, U �0 : s •� �P� %• 5 O F L ?OFESSIO`\ /11f l 11111 �\ To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residents l 8th Edition. Engineers signature and seal Isonly for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a g 8 0 J - LL d) 0i <A n � d y M M � w LL H a LU 13 U. LL d 0o Z tom°' �Y Xm° N co W rnrnaa IL:�fi a o ¢fi g N N � Q Ci F J oao W z z z +_ ru N W 0... a® 9 U ! 0 CD J U_E ag o Q 0 z� E ro 10 ,� ;v C � � z Z N J °O '� tl >Z 3 g �k W Illllllll� k 2 _� ° � .c0 •�' >M � nL T �a W \ 1= 0) U � r /C^'' 0 W m 0 CD r__ C E o �' r = p Qi `-) '- C n T I M 0)M 0) O T E T W Z Z Q E o c 0.. 0 a JOB NO : 20-8074 SCALE : AS NOTED SHEET NO. SN 1 i at — w 2 z a FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B v (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c�_ @ 6" MAX FROM END OF 2 x PLATE E n N (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 e ° (2) LAYERS TYPE I OR TYPE II 1 e (#15 OR #30) UNDERLAYMENT p ' ° r 9FOR ROOF PITCH 4:12 OR LESS. 1r s ° PRE ENGINEERED WOOD _ _Ir TRUSS @ 24" O.C. U.N.O. — — — HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ 8" - METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16"O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. 1ARIESk FOR ADDITIONAL SLAB `S3 — INFORMATION. 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 12" 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 oo FINISH 1x2 PT WD FURRING @ 24" O.C. (1) #5 VERT. IN FILL 1/2" GYPSUM WALLBOARD CELLS (SEE U.N.O. 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 ch AT GARAGE CONTRACTOR MIN PSI MAY VARY PER Q TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 I NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE s Z cM [ 6 MIL VAPOR ► BARRIER p _z C N COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT._/V-4" (1 STORY) STD. 90 NOOK (SEE O„ V-8" (2 STORY) DETAIL U.N.O. CHAIRS TYP. 4) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' PAVERS -1�O.H.D. RECESS �t z —�� :ur9u ur-7u "'l, a ..-- F�C=�1 C I,IIIBMII 1�11'll III 11' FOR REINF. INFO. •• •- : •• •GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. - ona "Um 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %' GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS e „ " „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16"NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. _... SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALI,-HGT. < V-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"A2" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". _ SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB &BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/F IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (ALT: 1/2"x12"TITEN HD @ 24" O.C.x P.T. BOTTOM PLATE REINF EMENT N WILL NOT 2x P.T. BOTTOM PLATE ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL - x6W1.4xW1.4 6x6W1.4xW1.4 A.F.F. O.C.) 2 ATTACHMENTS ---� / 2" _JE° 77 ° WF OR FIBERMESH WWF OR FIBERMESH ° z � 31/2"MIN. � 31/2"MIN. I e ° e e 4 ELEV. 4-3 1/2" 4 ° ° ° ° A.F.F. O ° 4, e ° 2x4 CONT. ° ° ° w e ° ° a ° ° — 1/2 (min.)- 4 " n ° ' ° 1/2 (min.)- 4 ° CN ° 4 e min. - 31/2"(min.) - 4" - GARAGE DEPTH VARIES ° (2) #5 CONT. 4„ >n ,4„ 811 (2) #5 CONT. 4" g• U.N.O. MIN, U.N.O. GARAGE SLAB AT STEP rB TYPICAL BEARING WALL @ STEP 0 SHEARWALL rc TYPICAL BEARING WALL @ STEP CC SCALE: 3/4"=V-0" k, S3 "SHEAR WALL" SCALE: 3/4"=V-0" �'S3 SCALE: 3/4"=1'-0" S3 ,) 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. M 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C ,o M�N�NV V5 LOAD BEARING OR INSULATION PER FBC AND ENERGY G�N�l1 EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / NOTE: 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL OFINISH PER 926 3 M ADDITIONAL INFORMATION SIMPSON N w/ SEE CC/S3 OR N G/S3 FOR ANCHOR 8C. LAYERS W/ TOTAL THICKNESS " OVERFLY METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL BOLT INFO. 5l8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK IL (10)10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 2x P.T. PLATE WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD SPACE ANCHOR *SIMPSON SP1 (6)1/4"x31/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING BOLTS 6" MAX FROM w/ (10)10d NAILS � 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR a END OF 2 PLATE " TYP pli FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR o 0 �, 4ASSUMED GRADE _ > z_ #3 & #4 LAP SPLICE GRADE 40 MIN. F = 40ksi v- zi e _ STEMWALL Z ° M ,. FINISH GRADE 00 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] to — p . MONO OR FOOTING MONO SHOWN D D o0 -999 6 MIL VAPOR BARR►ER ° W U) III rrr FOR CLARITY ° _ _ _ _ _ a. .' — r #5 REINFORCING BAR R 1 7/8" D p D I=1=III= 11— I I=I I =� • • Z (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) _' E 6x6W1.4xW1.4 WWF OR FIBERMESH ° 1 . . b. . ' �11!�11�11�11` D p D ° I 1=III-115 I 1 IM I MI 11= ? #5 LAP SPLICE (2) #5 CONT. NOTE: o D D =1 I I=III� I I -I I I=III_-1 I • ; - 36" MIN. LAP [36" MIN. LAPj ON 3" CHAIRS 8" 1'-4" 8„ *FOR BEARING WALL III —III__ I I=1 11-III=1 I li � COMP. SOIL. (COMPACTED TO ° (TYP.) W/ UPLIFT ONLY — -1 IIII—III III CI I I —III -III: —I I I16 1 95% MODIFIED PROCTOR ASTM 10" D1557) 4" I 1'-a° #6 REINFORCING BAR #5 STD. 90 HOOK TYPICAL INTERIOR BEARING I II � �I I_I I I-; ;I 11-1 I I-1 11= Tl� #6 LAP SPLICE FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING K�E REBAR DETAILS F WALL W/ UPLIFT KG SCALE: 3/4"=V-0" S? SEE TYP WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SCALE: N.T.S. SCALE: 3/4"=V-0" SEE IT WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" ° ° " v GRADE 00 v 9583ES&.-! — v _(1)=EB®R/OrrT. MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT SEE A/S3 OR J/S6 FOR REINF. INFO. BLOCK WALL BEYOND O.H.D. RECESS N co 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SLAB INFORMATION, P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J — a CONT. BEAD SEALA!"I, .• • ' INTERIOR °.. 4. -31 CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB m a .E . N M 6 MIL VAPOR BARRIER S3 S3 S3 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) r WWF OR FIBERMESH SEE ROOF PLAN S G D U N O 10d NAILS TO TRUSS TOP CHORD ( ) FOR TRUSS AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL E • BEAM SIZE & N CONNECTION INFO co I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8' Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w 0 SCHEDULE Cr SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION. J o w ABU66 SLAB STEP & RECESS a S.G.D. M 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 PORCH SILL AT 8" O.C. PAD FOOTINGATTACHMENTS & 18/D1 1l2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL -. EXTEND FILL CELLS W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD E v INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. �! ' „ ON FLOOR PLAN SIZE VARIES PER PLAN co CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS GRADE ° E �, FILLED SOLID (SEE PLAN FOR - _ ___ _ - ° _ a t- 6 x 6 W1.4 x W1 A z SIZE AND REINFORCEMENT) z= _�I11 11 ° °♦ I I I I II I I �I' WWF OR FIBERMESH c,, f- a w W I w 1=1 I I I I I-1 I--1 I F a' " / BRICK PAVERS or SLAB PER $ o N z - = ! • ° 4 —_ --__ z_ 11 / COMMUNITY SPECS ILL - aq —_- 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 0-0 FIN. FLR. MV =1t1=1I1=111=1I I —III I1---11I_-1I I—=- FOOTING =1 I I _III=111=III�III-I I III -1 I I=1 I- U =111=III=III=1 I I -1-1=' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 `4 , F Lie ;;,` �•' RO•FESS►ON To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 0th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a �7 — N i! o LoO I` (� 00 LL it a y M M W N a LL U_ IL t i0 t 0 0 I— �� m m o W 'E mrn ¢ a LL � Soy Z ° � ooa W z QQN ffi zE3 z C� :/i z v . +/-1� . V C) 1 ' V, U U _ • M Q � o E Uz E2 s =o Da Z E Fc0 C Y KO0 �o �o U z C C/)C a� UY O m i Y LL� M ^L1 W � U O) r1 � 1� C m c (D E N r � CCp of LO LO T I 00 N Ln r CO o o E th r ` z a E O U Q p �o C JOB NO: 20-8074 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) —� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY 1 „ 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 WALL IS 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" CL TO DRAIN 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE EXTERIOR TO BLOCKING WALL (2) 2x HEADER WALL CLEAN-OUTK"A PER PLAN SCALE: N.T.S. IN, S4 VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" 1 ST COARSE 2ND COARSE 3RD COARSE O.C. TO EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. 2 x 6 (MIN.) FRAME MANUFACTURER. WALL HEADER DETAIL 1 TYPICAL SECTION THRU WINDOW KB MASONRY LAYOUT D SCALE: N.T.S. S4 S4 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (Np) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR KNOCK_OUT (SEE SCHEDULE) BLOCK W/ (1) #5 NOTCH LINTEL WHERE REQUIRED DOUBLE 2x4 SPF. #) FOR CONCRETE PLACEMENT 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 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW Ile 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 Ir SIMPSON SP1 w/ (10)10d IL NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/CAMAXW/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED C 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 GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) `-ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. ■■ rSTD.., •. 211 OPENINGS GREATER(U.N.O.. PLAN) . • . •- • .�■ -_11 milli .111 1 11.- ■■III III■ MIIII IIII ��III ll�'�■ IIlIOPENINGIIII IEI� ■`■III IIII IIII EMIR III ■_ IIII� NOTES: 1Q 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. U3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO II 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 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ GARAGE DOOR TRACK SCALE: N.T.S. a 2! e a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 10 rP�/)4blvblv SF 2x CRIPPLES @ --' 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 11/2" 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 VVVr\ , Iv- I% 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. IIIS4 HEADER SUPPORT NO. OF JACKS & STUDS REQ, AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' - 4' 1 (2) (1) (2) (1) LSTA30 4'-9- (2) 3) (2) (2) (1) LSTA30 9' -16' (3) (41 (2) 1 (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN 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 �R U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) 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. CRICKET AS REQUIRED SI%S)ON SP2 w/ (12)10d NAIL AT EACH STUD RUSS BOTTOM CHORD OR 2x4 FBLOCKINGW/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING EACH END FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD 2x TOP PLATE j2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN O.C.STUD . O.MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT, UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL ° d ° W/ STD. 91 HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL rE BEARING WOOD FRAME WALL SCALE: N.T.S. S4 SCALE: N.T.S. S4 PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE 2"x BUILT-UP COLUMN, SOLID MEMBER OR THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON P.L. 1.8E Fb=2400 PSI (AS PER PLANS) PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 °o ° • HTT4 wl (18)10d NAILS (3610# SPF) ' SPLICE NAILS TOTAL) EA. SIDE OF ° o • HTT5 wl (26)10d NAILS (4670# SPF) E %9. SPLICE STAGGERED • • • DTT2Z w/ (8)1l4" x 1 1/2" SDS (1835# SPF) • tijj • N. ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) 1 /tij 0 �NJ _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) G . ' OAST 10d @ 8" O/C • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • • c ' 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT ATTACH ALL C • FOR DTT2Z USE 1/2" DIA. x 17 EPDXIED EXTERIOR STUDS W/ Y816d TOENAILS TO P PLATE A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. NOTE: BOTTOM SPLIC MIN. 8" EMBEDMENT w/ WASHER & NUT PLATE LENGTHS MUST BE OVER STUD • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T,R. AT LEAST 4'-0" LONG, TYPICAL MIN. 8" EMBEDMENT wl WASHER &NUT TOP PLATE SPLICE DETAIL M HTT 1 HDU TENSION TIE N SCALE: N.T.S. •7 S4 SCALE: NTS S4 F= 2240 LBS SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 SP2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24"O-Ci MAX. MIN. (R BOTTOM PLATE SECTION P.T. PLATE SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL d d7 d INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC RNTELS SP4 SP4 d SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON SIMPSON SP4 SP4 SIMPSON SP4 �2X TOP PLATE OVERLAPPING `10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE F 2X BLOCKING d I I 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 „ -(2)16d TOE NAILS EA. BLOCKING ' 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-1 O.C. -MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED 1111 TRANSOM FRAMING a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES 10 E SHEATHING & 8" O/C FIELD S4 Is • SIMPSON SP4 w/ (6)10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O,C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. PER BOTTOM PLATE) o ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 �i191O111wN aR ; • •'• �� Al FLOC•. �ROFESS10'0' \ \ To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 0th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Lo V N C u- 0) ao � n 7 32 U. `i t a LL- ! W 6'M � t` u_ o Z 6 � 2f °� W�°' oo Q a Z z G y M� O04 J oaa W z z n E3 V I t� z QJ N OW LLJ y U < r` co EE Q co y co C §o oa zgE T C w �o z Ct) aLL W 3� _H g ej in W B 0 M '- 0 U ^ ' _O O 1V E j� N d' r M p LO � = N 00 N 1— Lo M Z E s to B ai M a a JOB NO: 20-8074 SCALE : AS NOTED SHEET NO. S4 m SIMPSON HGAM11 W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (I 1 /4"X2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND TOENAIL W/ (2)16d NAILS BACKNAIL W/ (2)16d NAILS NAILING SCHEDULE FOR 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND SHEATHING DETAIL TOP CHORD @ 24" O.C. NAILING SCHEDULE FOR 7 BLOCKING FOR SHEATHING DETAIL FIRST FOUR • SIMPSON H1 OA w/ (18) BACKNAIL w/ (2)16d NAILS 1Od x 1 12" AT EA. 2"x4" SEE STRUCTURAL NOTES — OUTLOOKER 1 OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL ROWS OF 45° t 24 MAX. TOP CORD BLOCKING 45°t 2X4 CONT"L" BRACE TRUSSES @ SIMPSON H1OA w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24"O/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO EXTEND AT LEAST 90% OF 48" O.C. EACH JOINT W! (3) 10d MAX. & (2)10d TOE NAILS @ AT LEAST WEB 2x4 CROSS BRACE @ $'-0" 0/C. WEB LENGTH & NOTCH AT EA. END @ 48" O.C. (SEE A LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT H2.5A w/ (10) 8d SILL ' 1/2"CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROMLSIMPSON FROM LEDGER TO 7/16" OSB SHEATHING & (2)1Od TOE NAILS @ BLOCKING ATTACHED W/ 10d EA. ENDvv NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 7 OSB SHEATHING ATTACHED 10d NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12" O.C. FIELD 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. Sj TITEN ON OUTSIDE BACKNAIL W/ (2)16d NAILS REFER TO DETAIL J SEE STRUCTURAL ON SHEET S5 FOR NOTES AND NAILING X-BRACING, AND TOP CHORD BLOCKING N SCHEDULE FOR go INFORMATION `� 00 SHEATHING DETAIL 2"x4" CROSS BRACE WOOD TRUSSES 90 go APPROX. 8" FROM RIDGE FASTENED AT 2X4 RAT RUN BRACING EACH JOINT W/ (2)It AT 24" O.C. ON TOP OF 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS �j ATTACHED W/ 2 -16d 2x4 PANEL BLOCKINGI� AT EA. TRUSS JOINT 2 2" x 4" LAMINATIONS W/ 1 ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW " " @ 48" O/C FOR THE () () (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF FIRST (4) ROWS OF 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30dCOMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. O/C wl (2) 16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2" OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH " SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6)10d x 10d x 1 12" AT EA.7 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES — AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE TOP CORD BLOCKING FOR FIRST FOUR ROWS xzz 4" MAX' ELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4 x4"CRCROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2)10d & (2)10d EACH JOINT W/ (2) X<"" TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2)16d NAILS BOTTOM ATTACHED 2x4 PANEL BLOCKING @ 48-A 2x BLOCKING W/ (2)16d TOENAILS O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2x4 "T" ON TOP OF PANEL SIMPSON H10A w/ (18) 10d x 1 12" AT EA. OUTLOOKER (2)16d NAILS 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C EA. END TYP. TOP & BLOCKING, FASTEN WITH SIMPSON HGA1 OKT w/ (4)1/4"x1 1l2" BOTTOM ATTACHED w/ (2) 1 Odx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" SIMPSON SP2 w/ 12 16d TOENAILS SDS SCREWS TO PLATES AT 36 O.C. ( )10d 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE NAILS AT EACH STUD CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SIMPSON H1OA w/ (18) 10d x 1 12" AT EA. 2x4 OUTLOOKER OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2) 16d NAILS OSB SHEATHING ATTACHED /_W/ 1 Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD =r=== JACK TRUSS SEE PLAN FOR t*,-CONNECTION 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4 DIA. x 7 LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL) OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L— 2x4 BLOCKING W! 1063" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN.K�D 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON —LOAD BEARI G LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 9 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)1 Od PER JOINT IINIMUM 2x I OVERLAP TRUSS BRACING 'ROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES SEE PLAN FOR 10dx3" O/C 2x4 WOOD TRUSSES OCATIONS TOENAIL 6"O/C @ " W/ (2)16d TYPICAL RUNNERS (2)16d PER NAILS JOINT CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri SCALE: N.T.S. 12 6.9 MAX. S5 GABLE END BRACING DETAIL ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)10d WOOD TRUSSES r TOE NAILS AT EACH END @ j 24" O/C (TYP) `.BRACING w/ (3)1 Od x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMI OKTA w! (4) MOISTURE BARRIER 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - 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 1063" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) i—GABLE TRUSS `—CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. y� 0 C7 0 a qC� CORNERJACK Y v w z 0 HIP FRAMING REFERENCE PLAN E 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" 0.C� TYPICAL GABLE TRUSS WEB -' SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 - r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. a q L NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION �.. O W �- ,•' ••J / •• ..- ?' �P 5 .•• F L '? O F E S S 10\4 To the best of the Engineer's knowledge, information and belief, the structural plans and specficabons contained within these drawings comply with the 2017 Florida Building Code - Resident al 6th Edition. Engineer's signature and seal is only for the structural engineering potions of the drawing pages bearing Engineer's signature and seal. rn � ie r � ♦� 0 C U- ,;TI W art a to n � a a;MLL LL _ J a °Xx ° o . � N � m m J aQ0. z cc O N p rA N c� 0 z m 6 ° ❑00 W z Z� Z N �-JC) z LL f6 V N W � � � ji Tom• O �in c co U• o w E i E V co ~ n7 - o o Y Z o � S o& z z.r Jb • '< Z� W N� .2 4t _ W O U � T o I„_ �.. o E o �• LO I 00a n r In Mr E a U J Q m J JOB NO : 20-8074 SCALE : AS NOTED SHEET NO. S5 �1ii�W�■WIII�I����.ILJJI�..>,�� �1►� �>I� 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION , DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. PROPER INSTALLATION MAX. $� ♦ DO NOT DO THIS ' 2"x BOT. PLATE W/(2)1Od @ V O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 ♦ #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1x4 P.T. 3/16"0 X 3" LONG FURRING " " FURRING 2 ROWS 3/16 x 3-1/4" LONG X 3/16"0 FURRING TAPCONS #5 REBAR ♦ ' AND W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ti( BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED O.C.(TYPI) TAPCON @ 16" .C. & 4" 2X8 TAPCON. INTO STAGGERED @ 16" BLOCK@ SPACING „ O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. iX8 1 "DETAIL 2" EDGE DIST. ATTACH 2x BAND W/ PER MANUFACTURE MASONRY THROUGH 1� 1x8 w/ 2 ROWS 8d NALS �� 1-1 /2 DETAIL 3 DETAIL D 90 HOOK (TYP.) " ♦ STD. 90A JOIST FACE NAIL 10d FACE 1x4 P.T. & 1x8 P.T. STAGGERED 12" O.C. @ FILL SOLID HOOK (TYP.) BOTH CELLS NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" DOOR JAMB REFER TAPCON @ 16" 1x4 P.T. Lill �J/ METAL SEAT PLATE TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER EACH END O MIN TO PRODUCT APPROVAL FOR CONN. 1x4 1/2" DRYWALL P/� NOTE: LAP SHEATHING TO DOOR JAMB (REFER TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ♦ B M F BAND x 3-1/2" TAPCON @ 16" JOIST TYPICAL APPROVAL FOR CONN. 1x4 (2) ROWS 3/16 x 3-1/2 O.C. & 4" FROM EACH TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRIN 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 14 ±2" NOTC @FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. w/ (a) 1/4xl 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 I ♦ INTO BAND JOIST & (4)1/4'Sc2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1/411 DETAIL NOTCH WEB AT THE ' ±5^ FIRST 2 COURSES ♦ BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PERFOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRA SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T. 2x8 P.T. BUCK -CONNECT TO BLOCK 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 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" �. SOLID W/GROUT 3 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4"TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x21/4" 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 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR coNracr ENGINEER of RECORD FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. ." • .• BACKSIDE TO FIT ARCH FACE OF ARCH W/ (3)10d NAILS (4) 10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL . OVERRAN •:, :� CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW, SCREW ANCHO PROVIDE TAPCON WITHIN INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 RETROFIT WALL OVERHANG DETAIL (NTS) 4" MIN. OF BRACE DETAILS A 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH , n IF TRUSSES USED) W/ (3) #6 X 4/� WOOD e DOUBLE 2X4 SCAB FOR 2 -6 TO 4 -O" 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. 4' MAX. RAD. ARCH DETAIL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ X 0� ER/ygN TO TRUSS TOP CHORD .J MIN. 4" EMBEDMENT AT 16" O.C. + [F NO7/y -011 1 n-Or' 51 SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY , SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + +QI INISH FLOBLOCKING 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + AS • • •. ,° WITH 1/4" x 31/4" TAPCON 1 1/4" MIN. ( B-B ROOF SHEATHING ATTACHED + REQUIRED > ► l4" MAX EMBEDMENT INTO C.) PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + ° •• • .: ►: ° #5 BAR BLOCK HEADER 2'�11 $" SOLID BLKG. AT TOP BTWN. ARCH () SIMPSON i 5 12d NAILS + SOFFIT + + , ti . ►: ► ° p. 10 . ° CENTERED W/ 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 2X4 SYP EACH TRUSS ► , ' to,IN TOP 4 ► KNOCKOUT / iN _ •' E CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 MIN. PROVIDE 2 x 8 DIAG. BRACE B O PROVIDE 2x CONT. W/ (3) CONNECTOR '. MONO FOOTING j � : ► °. , SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS -I - BRACE EXCEEDS 24 BUCK - (1) WITHIN 4 JACK TRUSS PROVIDED BY —/ SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL • 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT .► DIRT Z TO BE INSTALLED g BUILT UP PLWD. BUCK - .00 4'-0" MAX SEE PLAN° PRECAST LINTEL ° STANDARD N SCRIBE NOTCH BACKSIDE 7/16" OSB ARCH PANEL (NOTCH) SYP 2X4 S #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION 9� HOOK #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC 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) 4 MAX. RAD. u SCREWS @ 16 O.C. MAX. OR IF MASONRY r rr (MAX. 4 -0) � , . � � � � � . �� � :. �, BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" - - INSTALL WDW, SCREW ----'--" CREW THRU OSB INTO 2 x 8 O.C. f' ANCHOR INTO ARCH BLKG. rK STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL B-B SECTION @ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3l4" =1'-0" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS I. 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"4" MIN. HOLE SET BAR IN 4r 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR w/ x 1 SIMPSON2" MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" ( ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION NAILHTT4 i/2" NAILS STUDS & (1) - S & (1) E INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 a. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" 5/8" DIA. ALL THREAD ROD L EPDXIED w/ SIMPSON "SET' � >- #5x6' EMBEDDED INTO EXISTING BOND BEAM ix z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING COVER 6'-0" EPDXY MIN. 6" EMBEDMENT & O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 3" MIN. EDGE DISTANCE � `2 � FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE ) EXPANSION STRIP U- v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , P ° w a A REINFORCING AS FOLLOWS: a 1 SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. p° ° * PRESS PANEL REINFORCING INTO PLACE. #5x6' EMBEDDED INTO v i 6" MIN. LAP SPLICE W/ ► ° EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL _ .: ' can N FILLED CELL SMOOTH. DO NO FURROW. ° ° ° DRILL 3/4"x5"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT _ GRADE °. . ► SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6MIN. LAP " p e \ ` ^. O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE it REMAIN FREE OF MORTAR. NOTE: 'g H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. T TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° '0 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° (2) #5 REBAR. MIN. 3" 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 "MIN. COVER EAWAY 16. SECTION A 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. 11'1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 314" =1'-0" SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. ?,OWN I titi� v "� O 14. 5 �e l/zl* OFESS1O"r vz 11111'100 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code Residential 6th Edition. Engineer's signature and seal - is only for the structural engineering potions of the drawing pages bearing Engineers signature and seal. in I- g A Lo 0 N W T - j1nT J W J LL lL 0 0 a W �O'a0a W to ih ZIL Q 00 W ❑7❑ z z a. E3 a) CD r • �4-J N LLJ O C U r_ 0 yN�K 10N $�QQ�33 E�WWW c'n _ g Z N u tl� r JC I =li ° t >M W m . �. U CY) � < � T /C^11 � W m 000 o E o d' m tip n 00 a n z ' M z c d E b E U 0 c i v u? Q c c JOB NO: 20-8074 SCALE : AS NOTED SHEET NO. SS I � 1 Il�l��l� 'rr�l■�' v m 0 5 Go 0 i m M os 0 J b rn Q N N g. E E 8. a 0 N N 6 a N N C 0 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. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS •./ G-1Vv `w L.' %aj I 11\VVV ••LLJ 1 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 A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN F� SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECI. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Ck OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �7A TRUSS K (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS 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 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 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 VARIES =y„ ��- ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS SPF TOP INFORMATION. BOTTOM CHORD PLATE VARIES SEE PLAN FOR WALL LOCATION MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL ; MIN. 2x4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION @ 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( HIP G.T (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS 8 U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 44 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 2 MASONRY WALL 4 SCALE:NTS 3IMPSON HUC410 w/ 6d INTO HEADER & ( Od INTO BEAM - SEE 1OOF PLAN FOR MOI NFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE-7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C. COMMON BM. TO POST ATTACHMENT SEE PLAN FOR CANT. 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 4� A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: NTS 2x4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ - - (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: NTS SCALE: 3/4"=1'-0" 1 SEE 1 /S5 FOR - ADDITIONAL OUTLOOKER INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM N 1,711i701U 8d NAILS AT 4" O.C. BM. SPLICE OVER CENTER OF POST SEE PLAN FOR VALLEY TRUSS INFO. `—• MASONRY WALL BELOW: SIMPSON �.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL ; 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN 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 SCALE: NTS EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL aC� 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. VERIFY WITH PLAN FORLOCATION 2X10 #2 SYP CONT. LEDGER w/ (3) AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF g SCALE: NTS LOW ROOF/WALL� SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. r -trt 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 OUT39NN SCALE:NTS PLYWOOD FLOORING DETAILS &SECTIONS kowtv 'A " .'• As ' C_� 1 'z •. . — d = U 0 J Y O T' OFESS10Nr To the beat of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 8th Edition. Engineers signature and seal Is only for fhe structural engineering portions of the drawing pages bearing Engineer's signature and seal. w W �EQ N v FA aN J y�� W n u- LL n a 2 C cM � h Z@Z i p"0 m o W m °'Ci JoQa Z L ° °N N �Qo� Z F O V ❑0❑ W z z z � a 0- N U) Ln aJ +_j q) fC3 •OV) N W �• ilk as W v c � 0 a S o M N Q J 0 E esz 7Q 0 z — E_jz �z S �a �M0 z i C � o iLL W L Lz 8 co ~ 1; °9 _ L. W •' o N M H 0 o co ... E o T 7 = p N r r I M Co � c Lid � � M r z = C E E O ti m a U JOB NO: 20-8074 SCALE: AS NOTED SHEET NO. D 1 ��Y �IIIVI11YlY�li� ),:.uI:I�Lki m 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 1jSEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF '' ' MASONRY WINDOW BUCK JOINT 5) SEALANT FROM " •, INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO 7_1 WINDOW FRAME MASONRY ATTACHED PER CODE 6 TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME TO WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure t 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 FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 AND FBCR 703.7.3 Detail Instructions Refer to the number marked as I # in each detail that corresponds to the numbered items in the list oii'nstructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary rv�ornr��a SELF -ADHERED FLASHING DECK JOIST 8" CMU 4" OR 8" CMU (PER SEAT DEPTH FILL WITH GROUT WEATHER RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING r �nann��a 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- SLOPED MUD BED - VINYL SHOWER PAN n WEATHER RESISTIVE � BARRIER DOOR ROUGH OPENING 3/4"-l" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER Q PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF-ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" 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 SELF -ADHERED FLASHING -� 1 0 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SHEATHING E Q AM SELF -ADHERED FLASHING 3" MIN-/ l'-4" PER PLAN 1'-0" PER PLAN SHOWER SEAT J 4 SELF -ADHERED FLASHING OUTSIDE CORNER m Q v RIM JOIST 8 2 41T icm) 3ED FLASHI APER NTH FLASHING REQUIREMENTS R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is NG intended to resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and embellishments such as cornices, soffits, and fascias. 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. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual Q 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. Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater SELF -ADHERED FLASHING than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER ' designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ADHESIVE R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall INSTALL SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMBE HEAD THROUGH SELF -ADHERED cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with FLASHING, SEE FLASHING SELF -ADHERED FLASHING AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or FLANGED WINDOW (SEE DETAIIwPo,) ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard SCORED as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing RELEASE PAPER shall extend to the surface of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: SELF -ADHERED FLASHING, _'0 RELEASERE FOLDIAPERNG, ESCORE XPOSE 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall EXTEND AMINIMUM 6" ADHESIVE AS SHOWN) VERTICALLY FROM finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings VERTICALLY BOTTOM OF THRESHOLD 4�� NJ la SELF -ADHERED FLASHING PATCH n CIL dIr W PLASTER STOP CL _ I) CONTINUOUS BACKER J LLI ROD & SEALANT w U = W 4 I= W � U)0 A SELF -ADHERED FLASHING INSIDE CORNER Ground FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be 2 sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 5 1.2. In accordance with the flashing design or method of a registered design professional. 4 1.3. In accordance with other approved methods. /W 6 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMADMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 7 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. ' • 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in Mutters. Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - - SELF FURRING (SF) LATH - PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS 1\\\\1,Xtt� STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF - - DRAINAGE PLANE WRB BOND BREAK WRB ✓-SF LATH ER STOP A NUOUS BACKER ROD _ANT VTITIOUS FINISH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. ....00000�. 7d. wig Cement Plaster in accordance with ASTMC926 over wood 2nd floor 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 a N 0 o the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering potions of the drawing pages bearing Engineer's signature and seal. W a E N 48 I» N 'J g # .0LL tl, J ik r4 t• 32NN LL Q C J M a 4 W LL W Z°f ` 0 o W W�rnrn fOcY•�m �m o a IL_ ao NoWo� N "Q 6 2 5 60 ❑❑❑ W z ZU) Z r` Q ; a Ln al 2-1 CM "U OLU fII ~ uU, c N Q �? r` M 49-E J E ov aff -5 RR aR aG E g E U .0i 1Ni Z _M C It�0 .8) NJ ` Z (f�[�} 3 8 �Z o W� V � _ ~� 8 LL r it iT� 3 .2 '9 2 >M W e 0 '- U M � N T I- m 0 o E o �' T = tip 0± LI .� I CV) N oo N r r T, M CDZ E M Z E O+ `m a U _ Q 0 � JOB NO: 20-8074 SCALE : AS NOTED SHEET NO. W P 7zC7A.-NE MountingBrsc 1 ions 0 G I �+90 4-1/2'x 41 /2' x 2-12" See Anchor Bolts 1 /2" Db. A325 Ga Iv. (Typ•) o o i 10-51r Washers Seigmking Nuts dark Cross Support (May be cut tD W) Right Bracket (16 Gauge) Self -Drilling Sc"s A/C Unlit bottom Edge Hurr►cane Strap (Typical: 3 In front) Front Cross Support (May be cut to W) Left Bracket (16 Gauge) N 14 Self-Driling Screws Ttuu Brackets 14 Back Cross Support Into A/C Unit Bottom Side (Typ Ical: 3 each side for hurricane use) SPIX lbc inaba-ialn Inuruulma Am Paewed with snob Haladme Air Nraax- ( o�ai we a awYaYe rlane ae4war Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail 99111 amino or MW version MaoiCactu[a[ Sa�lGt Laalntac 5ldge�! Revision 2017 Gulf Coast Supply & Manufacturing, LLC. En9 David Daniel S. Kuhn Category: Rooting (352)49&0778 PE-75519 aubCaae9ory: Metal Rooting In"guHeoostsupply.eorn compliance Method: Evaluation Report tam a Florida Registered Ardnkect or a Licensed Florida Proresslonal Engineer 111111111 Product Model. MnWef or Name 1 0.032&qud; Aluminum 5V Crimp Mn 0.032116qud; 5 V Crimp Auminum Roof Panel over 15/S2&quot; Plywood 2 0.032&qud; Aluminum Gulf Lek Mn 0 032&qud: Aluminum Gulf Lok 18&qud; Wide Roof Panel over 1 S/32&qid; Plywood 3 18,qud; 24ga. Gulf Snap 1&qud; Gulf Snap 24 Ga. 17&qud: wide ROW Patrol over 15/32&qtx*,, Plywood 4 %qud; 249a. Versal-oc %qud; VersoLoc 24ga 16.51liqud; Wide Roof Panel over 15132&qud; Plywood 5 1&qud VeroaLoc .0328qud: Aluminum 1&qud; VeruLoc min .032&qud; Aluminum over 15/32&qud; Plywood B 1.5&qud 249a. Gulf Snap lUclum Gulf Snap 24ga. 16&quok Wide Roof Panel aver 15A2&qud; Plywood 7 1.5&qud; 249e. VersaLoc 1.5&qud; VenaLoc min 24gs. 18&qud; wide Roof Panel over 150241,qud; Plywood 8 2&qud: 24gs MegaLoc Min 24 Gs. 2&qud alegoLoc 18&qud; wide Roof Panel oror 15/d2&quot; Plywood 8 24 Ga. Gulf Lok kin 24 Ga. Gulf Lok 16&qud'. Wide war 15/32&qud: Plywood 10 24 Ga. Gulf Seem Min 24 Ga. Gulf Seem 18&qud Vide Roof Panel over10 Wood Punlns over 1532&qud Plywood 11 24 Ga. Gulf Seem M n 24 Ga. Gulf Sum, 1 314116qud: Snap Lodi. 18&qud: Wide Root Panel over 15328,qud: Plywood 12 26 Ga. 5V Crimp Mn 26 Ga. 5V Crimp Roof Panel over 15/328,qud; Plywood 13 20 Ga. 5V Crimp Min 28 Ga. SV Qlmp over 1532&qud; Plywood 14 26 Ga. 5V C" Mn 28 Ga. SV Crimp Rod Pend over 110 Wood Purlins over 15f32&qud; Plywood 15 26 Ga. Gulf Lok Mn 26 Ga. Gulf Lok I6&qud'. Wide Rod Paid over 15/32&qud; Plywood 16 26 Go. Gulf Lok Mn 26 Go. Gulf Lek 188quot: Wide Rod Panel over lM2&qud; Plywood 17 28 Ga. GuifPBR Mn 26 Go. GO PBR Rod Panel over 15/32&qud; Plywood Pap 1 d2 3(2wml0 itta 20 Dats lyndDa Fats VdMAed av Va6dandsubmitted FBC Approval Appggit" Locke Bowden P.E. 10/122017 10/10/2017 10/172017 12/12QG17 Approved (334)300.1800 SAMMLAUWAQU CaYna Esoratlon Data Approved for Use InHVfi Approved for Use Outside.HYM ynlad Resistant Dadcon n�re 041122024 No Yes N/A +N/A/ -108.5PSF 04/122024 No Yes N/A +NMI -116.0PSF 04/122024 Yes Yes N/A +N/AF-131.OPS 04/122024 Yes Yes N/A +N/AI -138.SPSF 04/122024 Yes Yes N/A +N/A/ -101.OPSF 04/122024 Yes Yet N/A +N/AI -116.OPSF 04/122024 Yes Yes N/A +NMI -123.5PSF 04/122024 No Yes N/A +N/AI -100.SPSF 04/122024 No Yes N/A +N/A/-96.7PSF 04/122024 No Yet NM +N/A1-93.5PSF 04/122024 No Yes N/A +N/A/ -108.5PSF 04/12/2024 Yes Yes WA +N/AI -158.SPSF 04/122024 No Yes NIA +NW131.PSF 04/122024 NO Yes N/A +N/A/ -156.SPSF 04/122024 Yes Yes N/A +N/AI -161.OPSF 04/12/2024 No Yet N/A +N/A/43.5PSF 04/122024 No Yes N/A -NIA/ .154.7PSF Florida Departinent of Business & Professional Replotlon Building Codes and Standards Product Approval Application Detall Psps2d2 3OLWO Taal! Otar O GgBourtEa➢IutWnJisi Inlsb¢ Boom 18 2B Ga. 0111WHR Mn 28 Go. GuNPBR Roof Patai over 1 a4 Wood 04/122.024 Yes Yes NIA Plains over 1532Lq ud: Plywood 5PSF 19 2e Go. GuIfPBR Mn 211 Go. GOPSR over 15/321liqud; Plywood W12QM Yes Yes NM +NAV -154.7PSF 20 28 On. GuMPBR Lai 26 Go. GuMPBR over U41 Wood PuAna oxer 04/12124M No Yes NA +NMI 1W32&gtuot; Plywood -15f.7P8F 21 28 Ga. L' UNM Lin 28 Go. GtMRlb am 10 Wood Pains aver 04/122024 No Yes NIA 1532Aquot Plywood 1612PSF 22 28 Go. GuBRb Mp 20 Oa. GtaRib over 132&quet; Plywood 04/122024 No Yea NM +NAW -1502PSF 23 28 Oa. GuIM Mir 26 Ga. G41RIb over 1532LgirOk Plywood 04M2FAM Yes Yes NIA +NNIr -1592P8F 24 26 Ga. GUM Min 26 Ga. GaRO over 10 woad Paths aver 041122024 Yas Yes NIA NA 15r! 2aqueh Plywood 2PBP 25 29 On. GuM bin 29 Go. GtalRb over 10 Woad Pura" ova 04M2r2M No Yas NIA 1532&tpot: RyW000 1NAV 7S.SPSF 28 29 Ga. GuMM Mn 29 Oa. F9JIRIb over I532&pad; Plywood 04/12r2024 No Yes Nod +NIAI -148.0F'8F 27 29 Oa. GuNft Mn 29 Ga. OtllRlb was 11M Wood Persian over 04/1220M NO Yes NM +NAV 7AUcluct O B.B. -101 OPSF 26 29 On. Ou11Rb Mn 29 Ga. GLORib over 7M 81lipuot O.S.& 04/12/2024 No Yea N/A +N/Af -116.OPSF Code vlason: 2017 rL it 11651 Appredbn Type: ALL Prodkod ManAduer: ALL cs8saerr. ALL sdwd*PW- ALL Application Blears: ALL OseeplMrtee Ndhod ALL QuisitlyAplwarin EMy Contract dp9aut ALL I4odudMods,NaaOa GFN- nor: ALL Prow Daealpeot: ALL Approved for um In lima: ALL Approved for spa alalde NVM ALL fratI I Reslsmr I ALL Dael/r !resent« ALL OW faces: ALL aeee T. ALL 22911, tit Batt Gels Dime Mndrto 20 afaa Yaalon MmIdiMlIIrM QW= ZOWC2KJ6UMM Vopdated ern yea tip J 6EAngro al Aoom)iffi Biotin Revision 2017 Smart Vent Products, Inc. Michael Graham Hennes F. Norero P.E. Locke Bowden P.E. 08M 7/201a 08M72018 08(232018 10/08/2018 Approved Category: Structural Components 1877) 441-8368 PE-73778 (334) 300.1800 Subcategory: Products Introduced as a Result of InfoComanvent.com New Technology Compllance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Prdessional Engineer lNA SlilmillWAnKmit Ackeroved foryg Approved for Use smash Atdd 01 1Ldm Enaawra 1 SmartVent Mode181540-510 Dual Function Flood and Ventilation Vent 12131/2020 Yes Yes NIA +1006100 2 SmartVent Model M7540-511 Dual Function Flood and VenNation Vent 121312020 Yu Yes NIA +100/-100 3 smartVent Model 01540.520 Insulated Flood Vent 12/312020 Yes Yes NIA +100%100 4 SmartVent Model 01540.521 Insulated Flood Vent 12/3112020 Yes Yes NIA +100/.100 S SmartVent Model 01640-524 16&Wd; Garage Door Flood Vent 121312020 Yoe Yet N/A N/A 8 SmertVant Model 01540.570 Wood Wall Insulated Flood Vent 12/3112020 Yes Yes NIA +1001-100 7 SmartVent Model MI540-574 14.58tqud: Garage Door Flood Vent 12/312020 Yes Yes N/A N/A w4 `"�' �+�� i� �1•, i •,k 'C A3 - y y do ,.. mb� ,..., t + !a FL17244.1 von ..F•,m.N' �t eRr �! ; ,., i -'k s'S"%'�/n� ��., q . -rli'� .'+1: �, �, ,..,.�) . ,'.'.. ... ESR-3455 i •� 12131/2020 c: n n P '�•. 'V w x o�. ,. r 1 ` A23 M ,. ,: .. 1�, ry FL10446.2 a ti ;^" 3+"a :�'•tt' a t c10 -.., •..,. .d ESR-2806 F W d. HIM ' 4µ`?) 1213l/2020 _.._.._...___HD2142 _....___...._.. _.._.._............_....._FL17232.3 ESRS445 12/31/2020 HU210-2 FL10856-4 ESR-2549 12131/2D20 HD212-2 FL17232.3 ESR-3445 HU212-2 F 10856.4 ESR-Z549 12131/2020 2020 _ _._. __.....H0216 - ._-.._____..._....._......_-..__._..__._........,..........._.._......-__..._.....___-_.____.........___..._.---..-.-- FL17232.3 --..__...__.__...-__.__..1.. ESR-3445 c3-_1../_.2._0_2.._0_.._ 12/31/2020 HU216 FL10856.5 ESR-2549 12/31/2020 HD216-3 ESR-3445 12/31/2020 HU216-3 FL10856.1 ESR-2549 12/31/2020 HD26 W-FL1723223 -� - FL17232.2 -- - -____ - --- ESR-3445 12/31/2020 HU26 FL10858.3 ESR-2549 12/31/2020 HD28-2 FL17232.3 ESR-3445 12/31/2020 HU28-2 FL10856.4 ESR-2549 _121311_2020 ..................._.__.._..................._..........._..._.._..........-...._......_...._.._..._....._.._.._.._._.__ HD410 FL17232.4 .....-------- _._..__......-.__...._.._......_._..._.__.._..............._........__....................._ ESR-3445 .._._._.._........_.._I._.. 12/31/2020 HU410 FL10856.9 ESR-2549 12/31/2020 ............................_....................._........................_.._....._..._--..._......_....-._.........._... HD412 -" -- FL17232.4 ....._.. -- ----- ...-._._.........._........._..........................................._....___ ESR-3445 ..,__ _....._...._ 12/3112020 HU412 FL10858.9 ESR-2549 /2/3112020 ............................ _............_-_.._._._.........._ HD610 ....._.._..........._._.._..........---._.._._... -- -' FL17232A - -- ___....._...__.,_._.....-............_.....-.._.___._..............-..........._._._...__.............._. ESR-3445 12131/20120 HU610 FL10856.10 ESR-2549 12/31/202D' HD0410 FL17241.7 ESR-3444 12/31/20120 HUC Q410 FL11468.11 SIM200804 12/31/2020 HGA10 ..................-..._.---'--..__._..__....._...__._....._.......__._._..._........_...._.........._....._. FL17699.1 .Evaluation.Repot - 12/31/2020 HGAIOKT FL11470A SIM200803 12/311202D _:.......:..__.....: HGAM10 FL17899.1 Evaluation R ort 12/31/2020 HGAM 10Kf FL11470.4 SIM200803 12/31/2020 HHCP2 12/31/0 HCP2 F104472 ESR-2551 12/31/2020 --'-_.___........_.........-FL17236.7 _._.._._. FL176M-4 .:._......._.__.._........-.......ESR-3_4.4.-_8...._._....-------------- Evaluation Report 12/31/2020 HETA16 FL11473.5 SIM200802 2HTA16 1/31/2020 _...._HTA20.18 ........__.-._ ............................._FL176M.4 _._.._.........._. _ Evaluation Report_, _12/3112020 HETA20 FL11473.5 SIM200802 1_2131/2020 HTT18 FL173242 Evaluation Report 12/31/2020 1 HTT16 FL11496.1 ES-0130 12/31/2020 HTT45 _. _....H _____.... FL173242 - - ---'--'-' Evaluation Report _........__...__ 12/31/20M HTT22 FL11496.1 ES-0130 12/31/2020 W16 FL17244.8 ESR-3455 12/31/2020 HTS16 FL10456.22 ESR-2613 12/31/2020 - -....__HTW20 - --..._...... FL17244.8 -.._..-----.._._.__....__..-_.._.-._.............._. _ . __.. ESR-3455 - 12/31/2020 HTS20 FL10456.23 ESR-2613 1213112020 -__H�4._._......_..__..__....._......._........FL17244.8 - __._. ESR-3455 12/31/2020 HTS24 FL10458.24 ESR-2813 1213112020 � _.._.._.._...__.....F117244.8- T ESR-3455 12/31/2020 KS30 FL10456.28 ESR-2513 12/31/202D ....... HTWM16 -HTWM20 _._......__....._._._........_....................._........................_....._....ort FL6223:2 Evaluation Rep - - -- - -. 12/3112020 _ ................. HTSM16 FL11473.11 SIM200802 12/31/2020 FL6223.2 Evaluation Report 12/31/2020 HTSM20 FL11473-11 SIM200802 12/3112020 _._..._..._HUGT2_...................._.......,.,_.....................FL6223..3..................,.................-- HUGT3 FL6223.3 ____._...._........................-Evaluation Rep°i?.................._......._..__........_._.. Evaluation Report ,.12/31/2020 12/31/2020 HGT2 HGT3 FL1045& 18 FL10456.19 ESR-2813 ESR-2813 12/3112020... 12/31/2020 HLIS210-2 FL17232.6 ESR-3445 12/31/2020 HUS210-2 FL10856-R4 ESR-2549 12/31/2020 HUS212-2T---_. - FL17232.6 ESR-3445 12/311202t1 HUS212-2 FL10856.11 ESR-2549 12/31/202D HUS26 FL17232.6 ESR-3445 12/31/2020 HUS26 FL10856.11 ESR-2549 12/31/2020 _._. _._.....__.._-......._......_............._...._._.._ HUS28 .............._....._ ._ FL17232.6 ._.-.._._._..._....__...__...........--'---.._......-........................................._........_........._........._...._,_._,,... ESR-3445 12/31/2020 HUS28 FL10856.11 ESR-2549 12/31/202D HUS28-2 FL17232.6 ESR-3445 12/31/2020 HUS28-2 FL10856.11 ESR-2549 12/31/2020 .............. ESR-3445__........_---...__._....._.____. 12/31/_2020 LU24 FL10655.103 ESR-2549 12/31/2020 __-_._..------_--FL17232.7 JL28 FL17232.7 ESR-3445 12/31/2020 LU28 FL10655.104 ESR-2549 12/31/2020 JUS210-2 --FL1723211 - _. .._.. - ESR-3445 12131/2020 WS210-2 FL10655.107 ESR-2549 1;6iWi 2_20 _ JUS24 -........_.__.....__.._....._........._.._............__....._._.. ..__......_._......._._... FL1723210 ESR-3445 _..._._..._. 12/3112020 WS24 FL10655.109 ESR-2549 12/31/2020 JUS26 FL1723211 ESR-3445 12/31/2020 WS26 FL10655.111 ESR-2549 /2/3112020 JUS26-2 FL1723211 ESR-3445 12/31/202D LUS26.2 FL10655.112 ESR-2549 12131/2020 _ _.... JUS2 __..........__....._.-_.-..............................._................_...- FL172211 ......_... _._.. ... . ESR-3445 _-.-........._...... 12131/2020 WS28 FL10655.113 ESR-2549 µ12/31/2020 JUG ......_.........L17..... .................._...._................ .11 ... - ESR-3445 12131/20201 WS46 FL10655-118 ESR-2549 12/31/2020 KLEG3 FL17241.15 ESR-3444 12/31/2020 LEG3 FL10687.71 ESR-2815 12/3112020 -KST260 FL17244.15 ESR-3455 12/31/2020 MST60 FL10652.7 ESR-2105 12/31/2020 LSTA12 FL17244.18 ESR-3455 12/31/2020 LSTA12 FL10052.4 ESR-2105 12/31/2020 LSTA15 FL17244.18 ESR-3455 12/31/2020 LSTA15 FL10852.4 ESR-2105 12131/2020 LSTA18 FL17244,18 ESR-3455 12/31/2020 LSTA18 FL10852.4 ESR-2105 12/31/2020 LSTA24 FL17244.18 ESR-3455 12/31/2020 LSTA24 FL10852-4 ESR-2105 12/31/2020 LSTA30_____....__..._._..,..._.-.FL17244.18 ESR-3455 12131/2020T LSTA30 FL10852.4 ESR-2105 12/31/2020 _.__.__.. LSTA36_____._ -TM-FI-17244.18 ESR-3455 12/3112020 LSTA36 FL10852.5 ESR-2105 1_2/31/2020 LTS19 FL17219.2 ER-0200 --- -T - T 1213112020 LT H9 FL11496.3 ER-130 T12/31/2020 LTS20B FL17219.2 ER-0200 12/31/2020 LTT20B FL11496.3 ER-130 121311Z020 LTT131 FL17219.2- - -- ER-0200 12/31/2020 LTT131 FL11496.3 ER-130 12/31/2020 LTW12 FL17244.8 ESR-3455 12/31/202 LUGT2 FL17240.2 ESR-3447 .... 12/31/2020 LGT2 FL11470.7 SIM200803 12/31/2020 MP3_ FL1724 MP34 . - FL17244.23 _ __......................................................................._..............._........._ __..._.. ESR-3455 .. _ ......._._._...._.. 12/3112020 A34 FL10446.3 ESR-2W6 12131/202D MP4F FL17244-24 ESR-3455 12/31/2020 LTP4 FL10446.19 ESR-28M 12131/2020 MP5 FL17244.22 ESR-3455 ........... 12/31/22020 LS50 FL10446.16 ESR-2006 12/31/2020 MPH3516 F17240.3 ESR-347 1231/02 W1418 FL1067.86 ESR-215 12/31/22002200 ......._..............-.........-.... W ESR-3455 12/31/2020 MSTA12 FL10852-8 ESR-2105 1211MSTA12 MSTA15 FL17244.18 12/31/2020 MSTA15 FL10852.8 ESR-2105 12/3112D20 MSTA18 - - FL17244.18 _ESR-3455 E_SR-3455 - 12/31/2020 MSTA18 FL10652.9 ESR-2105 12/31/2020 MSTA24 FL17244.18 ---ESR-3455 12/31/2020 MSTA24 FL70852.9 ESR-2105 12/31/2020 MSTA36 MSTA35 FL10852.9 ESR-2105 12/31/2020 - MSTCAO FL17244.26 -....__.......__12/31/2020 ESR-3455 1231/2020 MSC0 1085.11 ESR-2105 12131/2020 _......._.._ ...-._-_-.. ._._.-_-_....-._--....-_-....__...___........_._......_...._........_._.__..._.__---------ESR-3456 FL17244.28 ..........._.....,...... ESR-3455 _._........_ 12/31/2020 MSTC52 FL10852.11 ESR-2105 1/31/2020 2MSTC52 MTW12 FL17244.8 ESR-3455 12/3112020 MTS12 FL10458.33 ESR-2613 12/31/2020 ...................... MTW16 __..._._............._-..-...._...__....._,,..__.-..__..._,...._.._._..._..._._..____.._.....__....__...__.._....__.._........._._ FL17244.8 __ _._.._____.._ ESR-3455 -_,_._.........._-____ 12131!2C120 MTS16 FL10456.34 ESR-2613 12/31/2020 __.. MTW18 FL17244.8 ESR-3455 12/31/2020 MTS18 FL10456-35 ESR-2613 12131/2D20 MTW20 FL17244.8 ESR-3455 12/31/2020 MTS20 FL10456.36 ESR-2613 12131/2020 ................._... ._.._-._.._._ MUGT15 .__.._.-_._.....__.-.,_...._......_..__......__....._............................._.-. FL17240.5 --__........._.....---...._...._-._..._.„..,..,.::............„..............-.............................._..............._.. ESR-3447 12/31/2020 MGT FL11470.9 SiM200803 12/31/2020 NFM35)02 _._. _ ._._._..__..._...._._FL578.2 __.._......... --'--.---.._...._Evaluation Report . .12131/2020 MBHA3.56111.25 FL13904.6 ESR-2616 m1213112020 NFM35X16U FL578.3 Evaluation R at 12/31/2020 MBHA3.56116 FL13904.6 ESR-2616 12131/202D PAU44 FL17239.13 ESR-3449 12131120M HDU2-SDS2.5 FL10441.4 ESR-2330 12/31/202D PAU66 �mm TFL1723913 ESR-3449 12/31/2020 GLTV3.516 FL10687.8 ESR-2615 12/31l2020 PHD2. ._ PHXJ3516 WRFUS-W w ,_..__._.-_____.....,.....,..._._.._.__.....,_._.....____. FL17241.20 FL8223.5 _....__-_-.-..._._-.._..___.__.._.._____.._...___------------.---------.__ ESR-3444 Evaluation Report .._---___-_..... 12l31/2020 12/31/2020 CS16 H1 FL10852.1 FL10456.5 ESR-2105 ESR-2013 12/31/2020 12/31/2020 - -RS150 .___._ FL17244.27 ESR-3455 12/31/2020 H70 FL1045&6 ESR-2513 12/31/2020 ......_....._-_.._.._..-._-___.._.._....._-...................._..__.-.__._....._._..........__.._.___.....__ ._ ... .... ..... ESR-3448 12/3112020 H10-2 FL10456.7 ESR-2613 _.._..__....._...__... 12131/2020 ........._..__RT15 _.._�- RT16-2 ___.._._.._..__...._FL17236.3 ........__._..__........--"-'-----.._....._._.._...__...._..-_._..._._.._�__.. FL172362 ............... ESR-3448 12/31/2020 H10A FL10456.6 ESR-2613 12/31/2020 RT16A FL17236.2 ESR-3446 12/31/2020 1 H3 R-10456.13 ESR-2613 T12/31/2020 RT3A FL17236.3 ESR-3448 12/31/202D H4 FL10456.14 ESR-2613 12/31/2020 _.- RT4-- FL17236.3 ESR-3448 12l3112020 H5 FL10456.15 ESR-2613 1213112020 RT5 FL6.3 1723 ESR-3448 12/31/2020 H25 FL10456.11 ESR-2613 12/31/2020 __.R FL17236.3 ESR-3448 12/31/2020 1-12.5A FL10456.12 ESR-2813 12/31/2020 RT7A FL17236.3 12/31/2020 H8 FL11470.3 SIM2008M 12131/2020 RTBA FL172.3_........._........................._. _ESR-3448 -' -- _._.._..._._...-_-.._. -._. ESR-3448 12/31/2020 SP1 171-10456.41 ESR-2613 12/31/2020 _SPT22 ........ -ESR-3456 12/31/2020 SP4 FL10456.43 ESR-2613 12/3l/2020 SPT4 FL17244.32 --._...__......_..__.._......._ ................ _.._........ ___ .._ ESR-3455 _...___.-._._.._........ 12/31/2020 SP6 FL10456.44 ESR-2613 12/31/2020 - - SPTIi FL17244.32 ESR-3455 12/31/2020_ SP8 FL10456.45 ESR-2513 12/31/2020 SPTS FL17244.32 ESR_3456 12/31/2020 SPH4 FL10456.46 ESR-2813 12131/202D ISPTIi4- FL/7244.32 -'-'- - __._. _. ESR-3455 - ' 12/31/2020 SPH6 FL10456.47 ESR-2613 12/31/2020 SPTH6 - FL17244.32 ESR-3455 12/31/2020 I SPH8 FL10456.48 ESR-2613 12/31%2020 SPTFB U24 FL10655.141 ESR-2549 12/31/2020 -SUH24 .FL17244.32 _......_......-_._. FL1723213 _._._....._.............._..-..._....................ESR-3455_....._...._.........__.-_--'-- ESR-3445 -12131/2020 12/31/2020 HHUS28-2 FL10855.3 ESR-2549 12/31/2020 THD28 FL17232.16 ESR-3445 12/31/2020 HHUS410 FL10655.4 ESR-2549 12131/2020 _.......__......_THD28-2 V FL1721 236 ESR 3445 12131/202t1 HGUS5.25/12 FL11468.11 SIM200804 12131/2020 THD410 FL1723216 ESR-3445 12/31/2020 HGUS414 FL11468.10 SIM200804 12/31/2020 THD412 FL1723216 ESR-3445 12/3112020 HDQBSDS3 FL10441.1 ESR-2330 12/31/202D THD612 FL17232-16 ES_R-3445 12/31/2020 MSTAM24 FL11473.19 SIM200802 12/31/2020 -- THDH414 - -� FL1723217 - -" -' ------ ---ESR-3445_._......_...__.._____._......._...._.._- 12/31/2020 MSTAM36 FL71473.19 SIM200&2 12/31/2D20 UGTS3F FL2033-1 Evaluation Report 12/31/2020 MSTCM40 FL11473.19 SIM200802 12/31/2020 UPH08 .5 231I2020 HHETA20 FL11473.9 SIM200802 12/31/2D20 _......._....._..._....---..__...._..__.._.__._._._._..___.____..._..-_____...____..__.._._..._.____.......__......_.__.._..__.....__. ......_..........._.,...___.._..__..__............_...... LGT3SDS25 FL11470.7 SIM200803 ....._.........._........... ....... 12/31/2020 ......__.___-............... ........ ............... _ ._............................ _...... _._........__..... _........................... _.... _..-....... _........... ................. _........................ . .... _..... _............... ._._. LGLJM26-2 FL11473.12 SIM2008M 1?131/2020 July 8, 2020 PRODUCT APPROVAL SPECIFICATION SHEET 2o,8 As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building componerits listed below If they will be utilized on the construction project for which you are applying for a CategoirySubcatlegory Manufacturer Product Description Approval Numbe Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING Therm aThi F r P Irber�Classic and Smooth -Star ON-IM AC L2 1 F 0461. +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star NON-IMPAC FI20461.6 +67.01-67.0 psf 1 2/31/2021 ThermaTru Flrber-Classic and Smooth-Star(NON-IMPACT) FL20461.9 +67.01-67.0 psf 12/31/2021 ThermaTru Firber-CI si and Smooth -Star (NON -IMPACT) as c Smo ON A F 0461,1 L2 4 +67.0/-67. f O s 1 2/31/2021 ThermaTru Classic -Crag and Benchmark FL15225.1 +67.0-67.0 psf 12/31/2021 7hermaThi Smooth -Star and Benchmark FL15225.5 +67.01.67.0 psf 12/31/2021 ThennaThi FlberClassic, Smoothstar, ClassicCreft, Rustic FL7640.1 +67.Of-67.0 psf 12/31/2021 B. SLIDING MI Wlndowa and Doors Series 420 F05332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2020 PGT Series 5570 FL251.10 4/14/2021 C. SECTIONAL Clapay Buildirig Products Residential WlndCode Doors W5 8X7 FL15279.37 +30.01-320 psf 5/21/2028 Clopay Building Products Residential WlndCode Doors W5 16X7 FL15279.53 +30.0/-30.0 psf 5/21/2028 Clopay Building Products Residential WlndCode Doors W6 8X7 FL15279.85 +38.0/-42.0 psf 5/21/2028 Clopay Building Products Residential Win lCode Doors WIS 16X7 FL15279.102 +37.01-41.0 psf 5/21/2028 D. METAL LOWERED DRS Curries Division ofAADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 WA see Inst sht 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-55.0 psf 10/8/2023 PGT Series 55M FL239.7 7/30/2020 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0r-60.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf 4/3/2023 PGT Series 552D FL243 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2020 PGT Series 5500 FL261.1 N/A 5/26/2021 E. OTHER 3. PANEL WALL James Hardle Building Prod. Cam lank Lap Siding and HardlePlank Lap Siding A. SIDING FL13192.1 - FL13192.2 N/A 12/31/2020 B. SOFFITS Alslde Solid and Vented Softt FL15272.1 - FL15272.2 +70.0/-70.0 psl 12/31/2020 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Temko 151b Felt Undeda ent FL12328.6 N/A 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vera RV 10 FL21580.3 N/A 12/31/2020 Lomanco, Inc DA-4 Exahust Vent FL172OZ1 N/A 7/10/2021 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2020 Bored Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2020 F. METAL ROOF Gulf Coast Supply & Manufacturing, LL 0.032" Aluminum GuNLok 16" wide rod panel FL11651.2 R3 N/A 4/12/2024 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2020 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 WA 12/31/2020 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Tlruss Plates FL1999.1 - FL1999.4 N/A 12/31/2020 MITek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 1/1/2023 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 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 Strenip Concrete Untels FL1774 N/A 5/25/2024 O N cn o U .� L O N O- Q O O L C CU .� U - CU CnCD C CUCU Cn C C 2)N O- C O CU O _O LL. 4-- O _ CU O .0 1- CU .0 Cn t� a z Z W J ca 0 CL /L U nO i /ice1 Cl) MC0 W n� w Q � z J z Q J SHEET N0, PA 1.0 on P.Orawe Building Codes and Standards +y+r2ote Building Codes and standards +zr,b2o+e Florida DspaM7Ad d Btalrtsw a Prohssiortal Rapdatlon Pr.1 a t Pbdda Dlprtrnsrd d Buttktsss a ProlssrorW Rsaldatlon ►ts t a t Product Approval Application Detail Product ApprowlApplkatlonDetail BUlldkla Codas and BttrldaldO Product Approwl Appasatlon DMsa ,aOD,e BMNdkIQ Galles and Product ApprovM Appgoadsn DMaa ta/A18 Lao fastY.tL art gA/ IMI• r.Mln• gtLL el11t■.1 etalttmt Irt YaO1DD R•N,bn 2017 Y/OYWIdL iRunl►rn Capaabn CWeorY. D/ell«OOen hire$ MalYraurrY• RIak VAIDM LyrMan F. BamNL P.E. Ryes J. IOne, P.E. 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