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HomeMy WebLinkAbout39883 Harvest Creek LnALL WORK SI-Ih'..<_ ;:�C}n�PL +lillTt? ®QE`V'A` iLiNCa CODES FLORID 3�a �-�'I t `�'_'s-"ODE.. NATIONAL EL�101 RIC CODE, AND THE CIV t1 'FPHVRHILLS OPPINANM� REVIEW PATE .b 2 CITY OF PLAN�ivil�r 1 - o 1 *]M AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Red. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Altemate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Fig. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KIWALL or KIWall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam 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 Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PIED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proofing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor 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. 12-15-20 3.5 OVERHANG OVER SGD REV. TO 3' PER C.M. 12-19-20 4.0 FBC 2020 CODE UPDATE I = IE I J I J 11 Raw 1551 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3M MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. 0 (11 co,.� No PE 7875 0 -o'• OF A 0 FA To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. FW- E �8 O M ti i! 0 4-000 uJ 0� M o� LL CL 0Q emu- a 7' 0 5 z 0 t N a� 0 15 � n0'r <D m OJ J Z LLW Zv N coM Z C h O c¢i vvi W ❑ ❑ ❑ U z N mpQ Z � W Z np a- LC) V I N N z e � 0 o a- J t'6 N u- W 'Cc >Ln O W g c w LLl J E t 8 U �t QC-4M • s o W Z M 0, LL C E uj g � ® Q XU OO Z C N L <a az wo OZ wW :t_D do m0 Z� ZCY J z <� aw �Z V a Q SS LL �w =_y 7 O ui � 5 o- u 3 8� J rn m 0 Lm a c CO > J r �1 Y 0 Cm U CU 'r r__ � N T LC) f0 = N T— � = Cfl ch 0) N L.n r r- 0000o E c N M z M Z c E E �; y f0 c a U C p JOB NO: 21-4275 SCALE : AS NOTED SHEET NO. C S '_ �' I 1I^��w�q���1f�r�r•� iI m i •� �� •y n III Ihl�ll��ls�� �������lir����� l��s IRI'il� 3 00 CD rz CD v x 0 r- I i m v v x 0 9 LO I i 0 rn c 3 C a 0 i E 0 c J N N tZ 0 2 01 a 0 U LZ 0 a� 0 0 a 0 N S z 0 W m 'v N r 0 0 OA � N \� TYP @ 1 STORY 0 Uj E m to 0 PATIO 4'-0" OA � LO C'7 H.B. A S3 TYP @ 1 STORY 15'-88" OWNER'S _ SUITE 1 8'-0" CLG. ih CARPET rr I (3) 2x4 #2 SPF w/ DTT2Z G I d I CAFE I I VAULT. CLG! 1 CARPET I I 2:12 SLOPES I I I I I o CEILIN 1 1 I 1 m �b� ' I I I - CD N I I I I, I /IL-------, / / / N FAMILY RM / / 15'-8$' VAULT CLG. CARPET I oz' J Z Co 04 / 1 6i U O 25-SH 51 U�J F11 1 77Q7 F"URROUND CV F BERGLASS e iiv 1 P C"!-I [FIBERGIASS -5"F3 .- L ._ _- -�- --8 - -- UR300ND 1 10'-4" 11'-O8„ T�J 2 O 10`b - 60"x36" `O W SHOWER CLIG LO I-pB: }- Ro "'" "- BEDROOM 2 co 00 BEDROOM 3 "- 16'"DEEP 00 --- 8'-0" CLG. N I o 8'-0" CLG. I CARPET 3'-32' 8'-2" I ro 8--0" CARPET 2'-4," 4'-2" 3, 74„ 8,_8i" �sr Ca 2668 2668 W " I ' I AHU $' 0" CLG. j 4068 B.F. O 4068 B.F. CARPET I - - - - - - - - - - - �S ___ -- - o_ _- W Z w Z _ R&S T' ----- ------ -- R&S R&S -_f=-_-_-_ H AT T-4' (3) 2x4 #2 SPF FO ER --TILE I I w/ DTT2Z Il 8'-3" 6-101" 6-8„ 9'-6" CLG. Tj�'I 01 O A '3 TYP @ 1 STORY F.F LU N 8'-0" CLG. EN w VJw 5-SH r- 16" DEEP BUILDER TO PROVIDE co APPLIANCE W H N PROTECTION WHEN 6 wDOREQUIRED PER FBC L 2� _ �U) N�l fn I ^,n x/�U) 1 11 K 1 11 S3 1 11 20'- EDGE OF SLAB 2" BEYOND WALL DRYER VENT THRU WALL 2 CAR GARAGE W 8'-0" CLG. 20'-7R" --Q :NTRY 8'-0" CLG. TYP I I @ GARAGE I I I I OPENING I I I K I I I S4 1- - - - - - - - - - - L I H.B. 4'-10" -01, A S3 0° TYP @ 1 STORY 24"x24" CMU BASE COLUMN w/ (4) #5 VERTICALS GROUT SOLID (SEE ELEV. FOR HEIGHT) 4x4 P.T. #2 SYP POST TO SIT DIRECTLY IN CENTER W/ SIMPSON ABU44 (2 TYP.) CV v CV CD V 0 iD ao 0 N HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 71/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX254 S.H. 13 20X38J 184X37J S.H. 14 20 X 50 J 18 J X 50 S.H. 15 20 X 63 18 J X 62 4 S.H. 16 20 X 72 18 4 X 71 J S.H. 1 H2 27 1/4 X 26 26 X 25 4 S.H. 11-13 27 1/4 X 38 J 26 x 374 S.H. 1 H4 27 1 X 501 26 x 50 S.H. 11-15 271X63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 J X 26 36 J X 25 112 S.H. 23 37 J X 38 i 36 4 X 37 3/4 S.H. 24 37 X 50 36 X 50 S.H. 25 37 J X 63 36 } X 62 1/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 } WIDE S.H. 32 54 X 26 52 J X 25 4 S.H. 33 54 X 38 J 52 } X 37 1 S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 } X 62 4 S.H. 36 54 X 72 52 J X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 O SEE SN SHEET OH 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 1 +29.7 / -39.7 WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 11131" (TRB) 1ST FLOOR LIVING AREA 1555 LIVING TOTAL 1555 GARAGE 408 FRONT ENTRY 42 TOTAL AREA 2005 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN - ELEV-Bl EXT FRAME 2 x R-1KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED SCALE: %4"=1-O�� (GARAGE / LIVING) 0 N N N M o {{ y1] S ii d �f1<fi% 50 b Ca_ a J. • � 1 W r. ': � � ' ' � .... �; .ter "�€eiF2€4iS=y To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structured engineering portions of the drawing pages bearing Engineers signature and seal. � n W �Eoro roi$ �r�vc V LoQo 6� Jre M r�V a Y c_jiaLu-i �0n- 5o � Zto] rN`og Ca=� �o, Lu cN co X O J 7' a N cl) Z l y 0 Z pV v-j (n W ❑❑❑ z N z cD Z n $ ¢13 to N z C1 1 l u- TC+ (CS w V m U O W s V) c c' ' U w '- E 8 _® = L C 8 Y _ • ¢ o M M zO o W Z 7d U zo ze QQo E o Ituo U❑ uo o Z E N � C ~ 0 ao a:o C mo o z z Z J tq O Q W z d <° o� zz ao W a 55 U LL ao �w �1 yE3 W� F moo' M o O CO ~O¢ a r O- � Z6 U� C 0 CD O co M m c� L c CO ' J � O ° C m U CO �, f a N� T 'T M 0 00 r I Cfl 00 N r E r N M Z z E O m a E U � Q p � JOB NO: 21-4275 SCALE : AS NOTED SHEET NO. 1 d-,L- -1-- A- -A I -,AL.AAb*hA � ; . . , .. " ill, I I -- a KITCHEN ISLAND io O M 0 CV O <'7 0 / L OPT. REF. KITCHEN io HOOD C'M ZD 0) 0 CV e O C7 F. Lj RANGE _ KITCHEN Q n BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2" LESS THAN CABINETS BELOW MIRROR DOUBLE SHWR. SHWR. CURTAIN HEAD RODS VARIES / ROD z SINGLE 24" TOWEL BAR � w ON WALL ABOVE TOWEL BAR IN a ROD TUB OR SHWR. rY Q TOILET TOWEL BAR a / ON BATHROOM WALL MEDICINE _ SHWR.00 o C7 CABINET TOILET VALVES oo = CD SOAP F- PAPER C° c DISH U00 HOLDERLO tLO U- LL O CV p M to M TUB ACV M M N i _FIN. FLR. _ _ _ BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY MIRROR + I O r i 1 ILF1 Ll O Cl) Ll _jL O Ll 10 rLo i LLco 0 oo IL < E 01 Lu go 14 . J V) cCV) LO c OWNER'S BATHROOM INTERIOR ELEVATIONS SCALE: 1 /2"=1'-0" 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 - 0 COUNTER TOP 30 H BASE T ' t i-1) FIN. FLR. SHELVING OWNER'S BATHROOM INTERIOR ELEVATIONS SCALE: 1 /2"=1'-0" 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 - 0 COUNTER TOP 30 H BASE T ' t i-1) FIN. FLR. SHELVING 0 00 U- CID O 2x �• _ °0 FRAMING co 1 /2" GYP BOARD — 2x P. CABINETS - 1'-2" riN O O QT � N (V CV 9[►A940 ILE PLATE) ' ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1 /2"=1'-0" O N N p�dect:a�Fts�1E^i4 5-Tr 12 5[,,,� 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS ,E� m7rm TEXTURED W111 NININI 12 5L,,--' 1'-0" 4' RIDGE VENT 12 12 12 HEEL -- ----- 5�y�- - -� -- j- -- - D__TZ/_2" T. HDR HGT TEXTURED ITIOUS FINISH ON C.M.ON C.M.U. (TYP.) x 4" SMOOTH c TEXTURED SILL / BAND I I --------------------------------------F.FL. FRONT ELEVATION - B1 18' RIDGE VENT T-0" rn W W fD rn _W FIJ. FLR.L PRE -ENGINEER TRUSS —REFER TO FRAMING PLAN FOR BEAM SIZE _— 2"x4" TYP. 5/8" TEXTURED OVER MTL. LATH & 7/16" OSB SHEATHING & FRAMING AS REQ. REFER TO FLOOR 1 PLAN FOR POST SIZE 12 -2x FRAMING AS REQ. POST TO CMU CONNECTOR - REFER TO FLOOR PLAN (1) 2"X4" TYP 42) 2"X6" TYP SEE FOUNDATION PLANS FOR FOOTER SIZE (:: q_1/ DETAIL 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS -------- T.O.M 3'4" TEXTURED TEXTURED CEMENTITIOUS 9 CEMENTITIOUS co FIN. ON C.M.U. 00 FINISH ON C.M.U. iD (TYP.) (TYP.) 2" x 4" SMOOTH TEXTURED SILL / BAND - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Li - - - - - - ---I------------ F.FL. LEFT ELEVATION - 61 SCALE: 1 /4"=1 r-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7116" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. 0 N CV �,cEt�:a!rdrrr N o .``GQ'<. NSF•'• c�78750 ;* • a: .W/Z-, 6 � :4� .� .� •., L O Ft � K ti��, , 5' �10 N r,- To the best of the Engineers knowledge, information and belief, the structural plans and spedrications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Q E rn o g 8 vc m c V Loa Q .ice ao N y fjnr1_- -, W a 0 mv °" �c �LLLL [L rn 1 c o g 0 O W 19 coN G m O J a Z co 0 d ILW�20) d M Z (n 0 N Z OU U _j 8 W 2, N � z z J d N M N z . N 4Lu o p '1'�• V Ow $ U �o U u c _ M V � W J o ti ¢ Q 8 w° �• a O m U Z so Od Qo Z O E �o oW az N � ¢w a ro _ c o �g �� o oLL >Z Z J ^ qc rA 3 a w 0� z 20 V �- W It 3 a 82 gw IT o O w� a r 0 c r� rn m 0 L > J T LC 0 ° U N (0 ai T L o p = N �-- Ln cr) M CO N Ln T T 0010 E m L t c�M o Z z E O y E 42 ro a E •. 'D a3 0 _ ¢ o c JOB NO: 21-4275 SCALE : AS NOTED SHEET NO. 3.1 3 TAB SHINGLES. INSTALLED AS PEI SPECIFICATIONS T.O.M. HDR HGT. F. FL. 12 5� 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. -- SPECIFICATIONS 16'-7" --------------------------------- EXTENDED OVERHANG TO BE CENTERED ON DOOR TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) ------------------------------------------- 12 �5 T.O.M. Zr -------- HDRI ----------------------------------- F.FL. REAR ELEVATION - 61 4' RIDGE VENT TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) TEXTURED FINISH ON C.M.U. FINISH (TYP.) RIGHT ELEVATION - B1 1 /4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall Comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. N 0 N EiPP111r N N `e,.�F t E i'VKs o � EN , ��i: PF78750 .•* . Ix .. STAT OF : W 4-b • 4isid, 10111� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W F_ W F_ 8E t- Q Op M 8 N ik 0 � N ItWa W �cC'ro— u- a a 6! N Y � LL U. CL UJ L /4 7 0 ? _0 � 'C4 W a J f6 Z N M Z W y 0 L a Z (5 U N U (c3 Z N n z z J a z o (O w p a V 0 w 8 t/1 c �tn U ai L Lr J �- E 8 = t ". C Y o cn o W Z LL E O oW � Z z• Q F 6 0. V w OU ¢ Z O E O N a az °do ww i r0 U�ZLL m5 F o Z�= inW zZ z o _r J o �C) J ui m c� L C Wco > J T ^ ._ .Y N CD a. U U _Cn � N di T Lo c0 O = N T LO T— M rn N LO T 000 hi E M z nt E O y L y c a U _J ¢ p _J JOB NO: 21-4275 SCALE : AS NOTED SHEET NO. 3.2 2 1" N _ r` Cl) iv 2" = N ao L�° �• VARIES *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, " DETAIL TO BE 11-2- OPENING VARIES 2" � BUILT W/ STUCCO. EDGE OF OPENING 1'-10" �^ - CIA 11. CAP 1" RADIUS 3 1/2" RADIUS 1/2" RADIUS 3/4" RADIUS -5 " 1/2" RADIUS 1" 4" VARIES�— VARIES M CAP i't CO 1" 1" 1" 1" 1 0 r> t 2z" 1 1 1/2" RADIUS VARIES VARIES rIN n in 1'-4 1" On 1„ 4" 41" 2 2" LamL = r 21/2" RADIUS 4,IN00io j 12'.11" 3z11 HIV 3nVARIES 221 nN BASE BASE i„4 • N "NOTE: VARIES 8" 2 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2" 2" EDGE OF OPENING _ 6' 1'-6" _ 1" �D 24" F1 • , ' 0 fV 1-1/2" THICK 1-1/2" THICK 24" c I I 10„ '�' it r 10" N z 1 T 6 411 2 N 2 4'-'3 sn 2n 2„ iv W Q W Q rcS' 1-1/2" THICK 3' 5� 2'-4" S2 y� 4" v e2l =IN = 1 �n 3" I I N �7 io ^c+� 51n 4 � 2' W � rIN M t O N VARIES VARIES VARIES VARIES _ 4„ 8„ iv --------- iv I °° � i M ail `2 oa Q1° �r �, 2, raft \\ KEYSTONE F11 b OPTIONAL 4" GARAGE DR. OPENING T r KEYSTONE F11 CO OPTIONAL 3„ 4�� Y4" 4" ' 4" WINDOW OPENING • NOTE:INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" �'� (V N 2 VARI f2" _ W 1" NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 3'-8" 3'-0" 4" 101, 1 10.1iv 11 1'-61" 14' 4' 0 �p 1�' 5' 1 -1� 54" 7"� 1 N4" _ N 1n O Zp iV cli (V c0 0 qsr.. j n 1" qr0„ 1 n O T GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) 4 ACRYLIC SAND FINISH N O N N Cjtp rr t4 0 p E i �T r To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the stnictural engineering portions of the drawing pages bearing Engineers signature and seal. � aO gyp• ik C" 8 V 0 '4 SOD `_` LL *kLo d: NMR� d LL t1 a mLLU_ Y aw Z 11 13 L fa 4 � O > 1Jog[ W CP 7 05 M Z' Na 0¢: 00LUJvaiZ vO W ❑�❑ Ur v � Z z � Z o V J QCl- U) N M Z U F, (1) C cn w � U � O w $ W sV U • [h S� c W M co zo Z u. w� a- o zo Q p N W aj f o wa u F— O x' a 'u ¢ Z O w i az o ago wZ N Cx g ''o oLL =� >Z z �Z N 3 a `" oox aZ dW W �zZ CD1'o w � v$ 0 c � ` >CD J m co C9 L J T ,c N �1 O C N LLo 2 N T— co CDLO T 1 C0 0000 N T c L r N M o z z E � y B f0 c a E U Q JOB NO: 21-4275 SCALE : AS NOTED SHEET NO. F 1 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. 150A/200A INDOOR PANEL CENTER NEMA1 150 AMP/ 200 AMP n 200 amp 150 amp copper to lights & outlets copper to 20 amp ckts •2 copper to WH 3 copper to Dryer or 4/0 SER Alu UNDERGROUND isconn POWER CO. FEED 4 Bare Cu Ground INTERSYSTEM BONDING o #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 J CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-1a) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16"AFF (general). CODES AND THE LOCAL POWER CO. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance With UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in LIL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/L1L 2034, standard for single and multiple station CO alarms or LIL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The Width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET Fff DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 3 THREE-WAY SWITCH FOUR-WAY SWITCH _T4 $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX F-0 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS --� TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �P PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER a ELECTRIC PANEL r DISCONNECT SWITCH ��2 ROUGH -IN FOR OPT. CEILING FAN G J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR 17J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT VERIFY METER LOCATION WITH BUILDER HgNSON a� k PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER r"giN ELECTRICAL PLAN — ELEV—B1 SCALE: Y4'=1'-0" N O N N M 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. FW a IT E g O N N op aq� J LL �Nco pMv� J LL u- '-u:i a �[ a ZCS 0 W W��pjO' fir- 0O a Z ILOUv_jN N M Z as a tY V 0 Z . W ❑ ❑ ❑ CD v Z N Z Z ¢_ a U)VI lV z a Ur o ■ (� 4--+ N — � 0 W $ ♦� Ly N77 _w 8 U ¢ Q N A s�o o CIO M 0 W z E.� 65 ° o E U w o�o °w Z p O rp ��o� az °d az w � a? to U.) C Yt,,� ~ � gLL Z Z 3 o ao W � HLL =k J o Jz W �r CD 1ed z °�33 0 cQ d' J T L > _ � T Y CL C m V T r U) :d Q = NLO V 1 r" r r 0000 Es— N co z M Z E O N a 0 _j Q o JOB NO: 21-4275 SCALE : AS NOTED SHEET NO. 4 ... .� .— . s - — - - — -- ATTIC VENTILATION CALCULATIONS - 131 TRB ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT, Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 22 2 Floor 1999 1919 274 960 69 480 606.0 330.0 276.0 (Zone 1) "*NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN — ELEV—B1 SCALE: %4'=1'-0" I Attic Ventilation I Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented 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) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. • STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SO. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) CV O CV CV CV N,�,'t� Er!W��� k o o No FE78750 Ct• W o • 1•/ 1 ••• �. OF,, 411 •��`� ST` T ,• rN To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a E oo g8 Co has LL 0 � kn °Q �' u LL W Yi CO f` r- V y M CV -J W LL . d Y JU.LL 'L W *jIU W. 7 rNkO - OJ J M. T' LL W Go Ci N 04Z a Cy0 ZoU 6_1C W ❑❑❑ U C') Z J CL_ � 13 N Z p (3� Ci _ 0 w l� o (a F— in U _ ® l 1.1 J p p H _ U � c Y • Q N iA O M z W LJL oS S p . z® O m V C F- soU O oa . Up O U ZN ~ 6 �= ag ado a� W2 � m� Mo za'"` zC N J ua w 2W, a0Z W d 3 0 LL �z g =5 u� Mj �' zl�a r- u 3 L� J c9 L > J •� ,c L N O n^ 1..� U C Co U Z N cm r L•n ,� o = N r U') _ 2 CO M 0) N LC) r— r 000 E c r N M 0 z E O d m a E U _j Q p JOB NO: 21-4275 SCALE : AS NOTED SHEET NO. 5 0 V' S-8" H.B.' I RM"I 6' S-20' 2' A TYP @ 1 STORY S3 U.N.O. J /I 11 Cn �\ 17'-28" '_ 11$ I I • CP } N in �-!.T 7-9-2'-8" I I. ,t I CJL 0 ■' I T II I I tlj N , r HVAC CHASE I co BASED ON LOCATION 11I 10'-10$" T ■ I .. o I CJ ;, ......... _ r-- HU CJ N I CJ-CJ I ■ r- 2'-6"x2-6"x1'-O" Cl) W/ (3) #5'S E.W. 17 _ T 36-6j" I I :. TYP @ 1 :: :::: :::: ::: :: ::::::::::: ; '. Z`0 STORY U.N.O. ■ : — — :: 0'-0" I ( I. ::2E150 - �;, G .......... ......... ... :1. , ■ ■. ■ I S3 I : ■ 3-1/2" MIN 3000 PSI CONC. SLAB FO TOP OF CONC./ PAVER TO BE 4" 3'-8" 4'-4" I ■ : I HERNANDO COUNTY ONLY BELOW FIN. FLR. 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 7 i8 4-8" i PROVIDE Y2" x 9" 2-6'x2-6 x1-0, N L iv 1 3 1/2.� MIL VISQUEEN VAPOR BARRIER I I W/ (3) #5'S E.WI. RECESS FOR FRT. DOOR I -31/2" SLOPE S3 `t N 16'-11$ 8'-6j" —� ifl — — — — — — t— — _j o L - - - - - - -I- — - - ■ o 83 CJ I III III 1: �� I I D.W. III ■ — — N — — I III III ■ . I I I I'- - - -'I' 1 :: ,W.H.i I K CC CC S3 I S3 STEPS AS REQUIRED PROVIDE 1 Y2' RECESS I I I fl flIo 1•: I L 1 o PER FIELD FOR SGD. REFER TO I fl �flIY 1 MASONS SLOPE FOR I I �� IZ T-41" T-1 x w CONDITIONS I III flh WIDTH cn 4'-0" 25'-6" I QL �-a 20'-6' N I I I I 1 EDGE OF SLAB 2" BEYOND WALL I (2) #5 VERTICAL BARS X ch N i• `•' I I I I KITCHEN ISLAND LOW WALLS K S3 BUILDER TO PROVIDE I J I I I I I CHASE TO I I ISLAND I APPLIANCE PROTECTION S3 WHEN REQUIRED PER FBC ■. - INDICATES FILLED CELL 3000 PSI - - - - - w/ I -1-CJ I I • tC CONC. GROUT FROM FT. TO BEAM ; ; I I n 00 i• S3 W/ (1) #5 REBAR VERT ABOVE SLAB C� TYP @ ALL PLACES SHOWN I in TYP @ 1 STORY U.N.O. I HOOKED FTG. DOWELS 5" EMBED W//25" EXT. ABOVE SLAB "GRADE 40 I I y•__• - - '- "-" - =-F- -- - -- - 31/2" O SLOPE � I I I ; I STEEL" i 6PT.110 1 OPT. D 1 r11 ■. 1 0-0� , L=J I I : I #5 20'-1�, L- - - - j 4'-716" I (2) I VERTICAL BARS N I— 4 ' fV A TYP @ 1 STORY S3 U.N.O. 3'-8" L 3'-51,• L 2-4, L 6'-0" L 6'-0" 6' 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. - H.B.+ 3' 7'- FOUNDATION PLAN MONO - ELEV-Bl SCALE: %4'=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN Lij LU a N 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: -he reinf. bars shall be :ont. around comer by cold rending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" N 0 N CV N %0ts.%p,'tLEJA� e�~�0��•' G E N S • �1 �5�`'�i w � s • No PE79750LT '�• OF `LU TE ; I To the beat of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N Q E I 8 E O (M # 0 Lo N C� C off' u"a a a Cc LYE J LL LL d W S 0 Z =`cc8 0o W W cim mOLJ 82pjO; W q a Z L 00 a N M Z LL' N O V U_5 w Zp W ❑❑❑ VI M n Z z J N - N M z C 4--+ fQ ry O W 8 (n C N w as c C(A Q w _ • M � g LL E E z oo >� a Q - oa z O E 14 t° ¢Up $ z a<p a z W ..t_-• L • � G8 yO MO Zz Z a°m QZ Z z � N a o1" no �W W U a o61, � 1= 2 )iI 0R1. R 3 >� J rn m to 0 L � c Cfl J T Q • � ,c N O C m +, N f0 T Ln = N r Ln _ 'T I CO ce) Q N LO T r 00 E c_• CM Z z � O m c n 0 _j Q O c J JOB NO: 21-4275 SCALE : AS NOTED SHEET NO. 6 SEE 3/S5 FOR STANDARD GABLE END FRAMING 2X TOP PLATE TO — GABLE END W/ 16d NAILS @ 6" O.C. 2X4 STUDS @ 24" O.C.- W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING E 15 FALSE BEAM SCALE: 3/4" = 1'-0- STRUCTURAL SHEATHING 7/16" MIN. NAILED W/ 8d COMMONS @3"O.C.@ EDGE &6" O.C. FIELD RUN FULL SHEET FROM BOTTOM OF FALSE BEAM a z Q W 2 Cn 0 O J n J J U_ GABLE END RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHTS 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 27 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SO FEET) (-) VALUE DENOTES SUCTION [4:12]-[6:12] a=oft AREA ROOF 1 1 2e 2nT 2r 1 3 1 3e I 3r HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 1 -60.99 1 -60.99 -60.99 1 -78.58 ----r--- ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE):�O ! ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD �, ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD 1 ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD j I ROOF SHEATHING: ! Q I Q SHINGLE: Y16" EXP. 1 (2Y16) or 1Y32" EXP. 1 (ems) I10 I TILE: 1%3z' EXP. 1 (33,16) r I NOTE: I 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 27 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[6:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 112" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 1 9 -10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5"TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8"ANCH. / 26 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 3295 — 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1 /4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 -10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 31/2" 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 VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -1 Od x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V 1 (2) LGT2 4060-M 3770-F 3500-M 3240-F w LUGT2 3100-M 4520-F 3100-M 3800-F w/ 3 16D SINKERS & (2) (2) "X" HTS 20 1310 1245 A A SP1 555 535 r> rn SP2 1010 605 U HrP2 5Q(1 5F5 CJ dm K/yv> CJ3 I r CJ5 I I a X ¢ a Q r I ¢ ¢ a ¢ ¢ O ¢ T / 1 / 1 1 1 / 1 � 1 a LILLIL Q Q am m N C7 lL m m m m r I I SIM GE1 _ FG1 It II I 1 18 D1 EJ7 ' (2) 2x12 #2 SYP WD. BM. w/ FFLITCH PLATE. BOTT. OF BI SIMPSON HU410 w/ (18) TITEN EJ7 1/4" x 2 3/4" & (10) 1 Od NAILS EJ7 I EJ7 EJ7 EJ7 CJ5 CJ3 y✓� CJ 1 I I I EJ7 I EJ7 EJ7 EJ7 Cz X (2 X EJ7V L—L I) I EJ7VA I) I I cb EJ7VA Q X (2) EJ7VA CJ5V CJ3V CJ1V EJ7V EJ7V EJ7V I EJ7V I I EJ7V EJ7V ��� TYP A U U U (2) A (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" 10 -10d SPT22 735 8 -10d 12 -10d SPT24 1090 12 -10d 12-10d x 1 1/2" HHCP2 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 12-02-20 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. 1 I FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S TYP. BM TO CO. CORNER f/16" OSB A. @ 6'-8" DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x T 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 S0. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY WRIER u SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-B1 SCALE: Y4'=1'-0" C 0 0 N N `��caaasar��Pp� l.. WKn1- o P.. .," i f N0 pE18" 0 •. � lr: :rr � } : STATJ, L0 R1Ey ., • �L` . ,1lj�f' 10 N A� still To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W � r, sr E ti Go Lo C LL � "o iK W N.! r- rr � - Lu ui�v LL a Y M LL LL a Z 0 , io L . _ IN S 4O J �. W W �'a N�" P-m rRMRjO' Z L COL N M Z D O z Q�Q do U y U R z N Z z J N Z � � 8 � �U w W O p� W 8 A U � = i ¢ o W z J g E w o �z o" ¢s zg _ u= o20 o z O E N � S S Mz �� Jo c � y8 Fo Zz z J �b oa aw su s W d w� LL� a mw �¢w¢ ZIG o� U �C:) >� J C rn B m O L c CD N T ^ Q CV O o co'r L)� 04 c0 Qi r Q 2 N r .T� I CD M r T 0) E N "' z C E .. a U Q pM 3 JOB NO: 21-4275 SCALE : AS NOTED SHEET NO. 7 Wc. 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.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed In exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . O afe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS C i i i MME: : e dal 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 0B/1T 8F321 B/1 T FORM de GROUT SOLID el J a _ IY q O #5 BAR COW. 8F12-1 B/1 T O W" LINTEL DETAIL SCALE = N.T.S. i TYPE DESIGNATION TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY U 8 F 16- B/1 T r tNOMINAL, tQUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS cT�' precast lintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #SREBAR MIN. AT (1) REQ'D LEAK ALTERNATE POWERS STEEL LINTEL G ° ° ° ° 4 °od C.M.U. #5 REBAR AT TOP GROUT MIN. (1) REQ'D d 1-1/2" CLEAR _ D a ° n ° n 'x0 Q ° 5 REBAR AT = - m ° BOTTOM OF I•- 0) - w - 4 o LINTEL CAVITY owOO tp ` ^ -BOTTOM o m 6$- U REINFORCING C.PROVIDED IN LINTEL ¢ U Z _ Z� LL .Liu ¢ �+ i� D 1 D 5 REBAR AT BOTTC M �o �. �o AS INDICATED 7.5/8"ACTUAL 'NOMINAL WIDTH (VARIES) u~i m LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel Is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION 0 N ^N M S rR O 4'-0" LL O 6-10" LL LINTEL PLAN - ELEV-B1 SCALE: Y4'=V-0" 0 0 N co 0 r LEW. ko10i s� rJ. ,.;G E jJ S • �i `mow "J' iJo r 8750 ;�'• ST E 01 ••44/ Ael"'t� . ",ill; To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. s O q8 d* V O N - LLp 4 J , O' m N C .00 'LL a MLLLL tL W 13Z � 0 WAgpj =-M8_ O' � a = ILW d Go cia N MZ mLo0 0, 0 Z ❑�❑ (D m z N Z Z � J d U) V) Z .8 � 8 fy LL + cn w � fJ � 0 N LU c w w m r- E 2 8 _ Mo ch w J LL E io g W o ncL z0 14 p f6 I- Wi R" U oa �a V g ZE O O @ fufu 2 =d a3 W W :3 toC - Or( NO m & r ZLL Z co w <W � o W a J a _Ix >_ � a°mod ar o3 �C:) J C0 0 i J .-. Q •- O C co a� � T I:t3 O N T T � M T r 1 E r N M z O E N 42) a 0 _ ¢ o _J JOB NO: 21-4275 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 SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Xz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND , BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY 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 F 1 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 0 00 L C 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT, R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, Yy = 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: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" 2" y" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL BUILDING DATA 140 MPH CRITERIA. WIND SPEED (ULTIMATE) 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ALLOWABLE) 108 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG ) ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 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 @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II WINDOWS AND DOORS NON -MOISTURE CONTROLLED. CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF INTERIOR U.N.O.. (INTERIOR) 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL TYPE: 5B STEM WALLS. + 29.7 PSF / -39.7 PSF (END) U.N.O 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI GARAGE DOORS (V = 140 MPH) MINIMUM, 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 9x7 +26.1 PSF / -29.9 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16X7 +24.9 PSF / -28.0 PSF 4. 3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: SOFFIT +29.7 PSF / -39.7 PSF 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 1 1 IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE USEEXPD INTERIOR APPLICATIONS SUCH 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' 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 BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER of RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK NOTE: 4. 4, 10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST of BUT ARE NOT LIMITED TO: 1 1 FASTENING SHOULD BE TYPE „ W„ 1/„ DRYWALL SCREWS AT 12�� O.C. FOR CEILINGS AND 1/" SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE DE B Fy = 46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTMA307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / ACCESSORIES SHALLDA CONFORM TO: Fy 25-87. WITH G90 4.5.2. SHEET METALCOATING NAIL DISTANCE FROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL WITH GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131",10d = 0.148",12d = 0.148",16d = 0.162'. CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TO OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED LFASTENERSANDTIE FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. NOTE: 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR M ICROLAM WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO 7' BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc= 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent s n which identifies the termite treatment provider and need for re -inspection and trreatment 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. Irrigatiordsorinkler systems including all risers and spray heads shall not be installed an -thin V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1- Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 ncrete over and mortar along the foundation perimeter must be removed before extenorPOso treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier, must be installed after construction Is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department byy i licensed pest control company before a certificate of occupancy will be issued. Tfie 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. N N N N eM 0 ELE t`tt�,�P I,IV kG '•, PE7S750 -p. E OF :•Uj Fk ,,O Q j-' i) ��tjifiEtEEEtit, To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seat. � 00 M W g iJt LL ar 7 ,ao to 3k LL W WC NNo L-L, a a M , Y J LL LL d W 0e -vo, ze � C c 0 -, W a ILCO Z 00 ,� N Z Oa' y O N CL OU U _j ovi = Z N z � z Q � a J N z LL N U � 0 w �NID U Q 0 N C W M O _j E_a a® Q E eT ni WE R. oa so V g <_ 1z 'Eo 0 ,p z O zC N J <b �Z 3 1W 0 go ' a CL U �E w sk w =I3 o ¢¢ a U� �' Zf O J d CO iu m L c CD ' ca J r Q • - ,c N O m U a r N LO .T� M M 00 CD N LO T T i 00 T M CV 0 Z 0 a £ v w U _j Q p c JOB NO: 21-4275 SCALE : AS NOTED SHEET NO. S N Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x— + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 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 VIt i1_1 FILL CELL STD. 900 HOOK BOND BEAM kn Oil w Cr CONj STD.900 BAR #5 I HOOK BAR —. �Z BOND BEAM STEP CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. W 1/8" min. )Small gap2" min. 2" max. 4" max. -Q Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 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 Ya" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check _ local building code for appropriate details in One 10d box areas=20 of high or--10 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 0 0 0 5'-0" 1'-0" 0 9 STUB -OUT FOR GAS METER 0 o 0 0 (V = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-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 1 IcP 3" I aril nails at R" n r v'/ Provide adequate bearing for each lapped joist. 10d nails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) p (see table below) DO NOT cut, notch or drill flanges Tight fit 'E�] 2x4/Plywood/OSB web stiffener required when indicated or - Hangers with side nailing. - Hangers with sides not containing top flange of joist. - Birdsmouth cuts. - 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. — BE CUT ANYWHERE IN I 16"^ A %" ROUND HOLE MAY -� 6" 6" 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 1Yz" DO NOT CUT HOLES LARGER THAN 1Y" ROUND IN CANTILEVERS. 8 I -(T 1"" 1'2' V--2" V--3" 1'-3" T-T' 1'-11 " 2'-0" 29' 3­2'r 3-7- Any 19' joist 12 T-U* 1'-1" 1'2' 1-2" 1--3' T-9' 7-4" 2-11" 3T' AV 2" W-W 6-4' ___ SPar!_A)16 T-0' 1"" 1'2' 1' 2."' 1'-i^' 2" 6' 3-2" 3-10" 4-9' S' T' 6-4' T 2' 26 1'-0"' 1'-1" 1'2' 1' 2" Z-0" 3-0" 4-0" 4-10" 5-11" 6-91" T-11" 8'-1T' - � — 24 T-T 1'A" 1'2' 1-37' 2-5' 3-7- 4=9' 6-10- T2' 9-4' 9-6' 10'- 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 1J2" 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 1 314" minimum bearing for each. 2" min. 4" max. WEB STIFFENER N.T.S. Web Stiffener Fastener Schedule Joist BearingLocation Series De th End Intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d - d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d I BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPS( w/ (22) NAILS 1 5/81 THRU BOLT SIMPS( w/(22)- NAILS 1 R TRUSS "OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION___ AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. '-,.Install tight to. top flange. Joist hanger \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install fight to top flange. /4%2" gap k1Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be fight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEMS • SEE PLAN FOR--'°• .. • FOUNDATION INFO ` a. • d STEM FOUNDATION GRADE .o A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION REINF. SEE PLAN (2) #5 REBAR TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A • • (WHEN w/ (18)10d x 1 1/2" • REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE e a SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE//_ PEPLUMBING LINE PENETRATION q d - d o e e SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE All. d / ea G d d SEE FND. PLN. SIZE & REINF. 0 CV CV CV Ch tgt9.tit11!!!!� o n LE g�f.. %,0 I,,i%�Vvpi O : E7B750 0 R `) ' C. 4's t/ O N �• f!laitat To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0)In Al F r E N C L4C O N$ 4 J � J IJ. 7 in 2 * 'L W wJ �cN'>v� 'L a �[ LL U_ a V � 0 W �gQ^,aa! W zN . MZ �V) O Z O U UIL 5 kJ M z N M z z t^o1 W N M z o u- ` , fp N w � U O Ul �Ul__� '. U LL' J U zoo> ¢, N At � o M W _J i o zM 0(11 E o = m U Fi � 'o u oa UWM 0 U zo E N � i �0 °do o ° wZ C d° ym m f g'i aw Z N 4 ° 0J 1Z a0 W a 0 mW � � � o �W �F '_° V z°d $3 12 '� J O rn m r, L c CO ' c J _ Q •— Y ai N C) C in Cn 4) 7— 2 V Lo N T = CO C'M M rn 04 L f) r it1 r' CV M �; a z z E O E U) cc a U Q p JOB NO : 21-4275 SCALE : AS NOTED SHEET NO. SN 1 - - _- - -. • ��lci;.� ,��. - �,La.�>=1.:l11.i�,iul.;,1Ji: , i�l - - -- - 'ii.i._±iil �fi� ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (T (Typ) VARIES i INSU 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 1 U-0" (R302.11) 16d TOENAILS T & B FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3° 6 x 6 W1.4 x W1.4 N METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) MOISTURE BARRIER > n ° SHINGLE ROOF, SHINGLES TO ' BE IN ACCORDANCE w/ ASTM I -I I 0° ' ' - CD D7158-CLASS G or H, or ASTM T ; • - D3161-CLASS F, IN ACCORDANCE w/ TABLE I IFir R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 811 ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12 N.O. 2x SUB FASCIA ABOVE) W/DRYWALL LSEE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS 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 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 99HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB C")AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 d NOTE:EXTEND W1 AXW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" GRADE v CV ' ° s ° - Z 0 I M � 6 MIL VAPOR > z '- BARRIER D • • N COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" 11'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION K"A 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 O.H.D. RECESS ;t z . r 4x - o0 T SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR) ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR) ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ,�r ,✓r ,�r �r 5/8"OR 1/2" HIGH STRENGTH -�' ' (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ /2" CD d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD BOLT @ r- " O.C. W/ r 2"°016" PLATE WASHER (TYP.) `o ELEV. 0'-0" h (ALT: 1/2"xl2" TITEN HD @ 24" A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR co ° ° ° @ 24" O.C.) a 2x ° ° ° ELEV. -0'-31/2" Z �31/2" MIN. ° °° a A.F.F. p ° ° ° ° 2x4 CONT. ° ° Lt- ° I° ° °° d ° - ° a N ° A' a ° ° p •. GARAGE DEPTH VARIES r31'/2'(­min) 9 (2) #5 CONT. 4" 114" GARAGE SLAB AT STEP rB U.N.O. IV SCALE:3/4"=r-o° TYPICAL BEARING WALL 0 STEP Cq S3 "SHEAR WALL" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" 0/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. LOAD BEARING OR or EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING SEE CC/S3 OR N #5 VERT. IN FILLED CELL 10'-0" (R302.11) G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT no x n n n no n 5/8 x 10 J BOLT @ 24 0/C W/ 2 X 3l16 (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR *SIMPSON SP1 SPACED EVENLY FIBERMESH w/ (10)10d NAILS iv 2x P.T. PLATE TYP r ASSUMED FINISHED c GRADE r ° fl MONO OR STEMWALL ° z >J C FOOTING MONO SHOWN o 2 °O FOR CLARITY 6 MIL VAPOR BARRIER a ° . _________ _ p p o ° D ° I —III —III —III —III —III I III—III=111=111=III—III- ° NOTE: ° g ° i I I —III —III —III 11- "FOR BEARING WALL —III —I N 1=1 � -1 � I-1 =1 I =1 � � T COMP. SOIL. (COMPACTED TO W/ UPLIFT ONLY - - - ___ 95%MODIFIED PROCTOR ASTM I I I=1 1=1 11=1 1=1 11=1 11=1 1=1 1=1 11=1 1=1 11=1 11=1 11=1 11= III =1 �' D1557) - - -i 11-111-I 11=1(I=1 1=1 I 1=III=III=1 1=1 1=1 1=1 i—i— 11=III-I 1- 4° 114x TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH —� `-TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR V GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) -SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"x12" TITEN HD @ 24" -INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ATTACHMENTS 2° WWF OR FIBERMESH �31/2" MIN. ° 1/2"(min.)- 4" _ v °1/2"(min.)- 4" 00 C3'- 1/2"(min.)�4- 08- U.N.O. -11 (2) #5 CONT. Ta 4" - • SHEARWALLrc--,� TYPICAL BEARING WALL @ STEP rcC SCALE:3/4"=V-0" S3 7 SCALE:3/4"=V-0" S3 cam'' Ra,1( Svc ��EG PGS 2x STUDS @ 16" O/C \N\MJ V5 INSULATION PER FBC AND ENERGY��c 2x BLOCKING HORIZONTALLY@ FORM SUBMITTED WITH PERMIT / I INTERVALS NOT EXCEEDING APPLICATION NOTE: 10'4" (R302.11) SEE SECTION C/S3 FOR 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 SOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. 3RD LAYER 1/8" THICK. @ K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR 2X PT PLATE 20"MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR 3500#, MIN. TENSION 2600#) WEEP SCREED INSTALLED BAR - BOLTS 6" MAX FROM END OF 2 x PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR o W t Cl) #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a 1P° e FINISH GRADE °O _z 25" MIN. LAP PO'MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] co — la 4 z T #5 REINFORCING BAR R 1 7/8" - r r' T #5 LAP SPLICE (2) #5 CONT. - _ 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS (TYP') 8" V-4" 8" 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL w/ UPLIFT G SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4 <' A. A ' a SCALE:3/4"=V-0" S3 GRADE 11 1I ) #5 REBAR w/ OPT. GREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT I BLOCK WALL BEYOND 13 O.H.D. RECESS N M M •' r' .:•.. . .. .' 4"' o0 I I •• _i SEE A/S3 OR J/S6 -Ir err FOR REINF. INFO. -I I t 113" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" 1/2" GYP. BD. P.T. 2x HOLD GYP. BD. 1/2" FROM SLAB J CONT. BEAD SEALM INTERIOR A. °. -3 1/2" CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB m w n E M 6 MIL VAPOR z BARRIER S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. i.. " x CONNECTION INFO ° SEE PLAN FOR & LAYOUT DESIGN a TOP OF BEAM SEE ROOF PLAN c v: °. ° o ,PM c) �. (2) HTS20 FOR STRUCTURAL r =v — d' M 9 BEAM SIZE & 1 I CONNECTION INFO _ ° • .' d° �d 2x4 P.T. PLATE I I 2x4 #2 SYP P.T. FRAMING w/ J8 7r,s• MIN 7/16 O.S.B. SHEATHING " SEE A/S3/J/S6 x o.s.B. Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE ¢ > SEE TYP. WALL SECTION FOR ADDITIONAL COLUMN LOCATION J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR °'' w/ 1/4"x3" TAPCONS MASONRY WALL AND GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. Q' ' ON FLOOR PLAN SIZE VARIES PER PLAN Cl) CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 0C ? GRAD a ° FILLED SOLID (SEE PLAN FOR _ __1 1=1= a _ a 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) co ;III=1 I ° ° • I=1 I = I= I=1' =1 = WWF OR FIBERMESH '- `" Z w-III=1 -I 1=1 I ILL!°. 11=I 1=III Z BRICK PAVERS or SLAB PER o w w—III 00 Cn v -1 I=I ! • ° a -_ -_ - z_ o 0'-0" FIN. FLR. COMMUNITY SPECS LL= =1 _ =I M W — — -I I 1=III (I 1=III III=III—III=1 I=1 I I I I I 1=III _ III=111=I 1= --FOOTING _—_—_ �I.;III,iIIII111111,��111,,,11-111-111=' BEYOND TQI - PAD REINFORCEMENT 3" MIN. CLEARANCE ti y _...•. SEE FOUNDATION (SEE SCHEDULE) 4" 4" ' • �' CONC. PAD INFO. FOOTING WIDTH ' • SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG. rK TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SCALE: 3/4"=1'-0" scale: aa•= r-0• S3 SCALE: N.T.S. S3 0 N N I it �'soZA- '-18750 0 R ,O N PA- -\ `%% To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. n CII O N —r M fn W - LLaY � Mo U_ L c. 00O 0 S W ��pjO' as a Z Lo N � Z y� U N Z O UIL W ❑ ❑ ❑ Cl) Z N z � Z U) V ! Z V .9 C1 v0 w f6 M •O �o W p r r, r— — pE V I z� = L c (/3 r. Q o z LA- E wo �o > ?® o E �za00 a�01 ° Z N fD i ado ms C - C:No V I fr ZLL z J Q2 �? <b 10off go W _ a�a LL �w �5 �C:) > d' J M L c CO � T Q Q. U fn CEO N ai T Lf � CO O 2 N r L = CO a Lrn r r o00o m M L• M o Z NE C a U ° ¢ p JOB NO: 21-4275 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 m CID bF 0 I i m �o 0 J 4 I i rn 3 Q N N Ca E E 0 J U 3 e i a 0 c 0 a N N N 0 U rR (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PLAN 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL 2x6 / 2x8 WALL BEYOND (2) 2x HEADER TO SIT FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 3/4" FURRING STRIPS SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 2x DEAD WOOD @ MID FOR CLEAN -OUT @ 8" O.C. OR 4d POINT w/ (3)12d DRYWALL NAILS MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK " PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2 x BLOCKING @EACH END W/ 10d @ @4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN vARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAILrT� SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (gyp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER �+ STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE\ —ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL F Ct TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW KB MASONRY LAYOUT D S4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 !-NWAMiMM 11?1111101 IN, • - - . 1 • • . - • •- • mine -'III IIIZ�'' LEM! III1L �LIII II_II IIINN 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. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N,T.S. G S4 SCALE: N.T.S. �S4� WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J s r W 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK SLOPE FORWARD CONNECTION ASSEMBLY FOR DRAINAGE :..' GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a e a SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SFFp 00/,/, �N 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" --� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8xl6 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 W/MOUNTING ANGLE FOP a iARAGE IOOR (NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 V -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 `—(2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. OO OR SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SP4 u TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS BLOCKING W/ 2-16d TOE NAILS @EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING .) u' U O/C FIELD r 2x TOP PLATE 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS � = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C.STUD MAX. . O. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR 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" W/ STD. 90" HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE _7 NAILS TOTAL) EA. SIDE OF 48, SPLICE STAGGERED MAN. ATTACH ALL EXTERIOR STUDS W/ (4) 16d TOENAILS TO 70P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 INTO TRANSOM TRANSOM FRAMING FRAMING 2X P.T. SEE SECTION AA/S1 PLATE AND BB/S1 FOR - ADDITIONAL DETAILS SIMPSON RECESS SP4 LINTEL SIMPSON SP1 SIMPSON SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING `10d NAILS @ 6" STAGGERED is J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) > (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t & NUT 'OXIED A.T.R. t&NUT DXIED A.T.R. t&NUT ROOF TRUSS ABOVE 2X BLOCKING / a 2X8IP.T. BOTTOM P I TE� C 5/8"x10" "J" BOLT @ 24" O.C. MAX. SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) SP4 SP2 SIMPSON C SP4 -NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 -(2) 16d TOE NAILS EA. BLOCKING • 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) N. #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0IN o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD � B • SIMPSON SP4 w/ (6)10d x 1 12" o (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY­-518"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM 4 v d 2X8 P.T. BOTTOM PLATE (:§) 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY (�R SCALE: N.T.S. S4 0 N N G): PE78750 No z %- • ST OF • �': N PA- To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Lo I- of joo 5 � C5 1111111 WMa LLn Y 4 waw _gLL;L 0 P—M R R 0 a Z N Mz Jy0 Z ❑ CID W � R z z � Q N M N z � Cz U' o 4--J (A LL fa W U 0 Lu to Of Y U �0 N o M �z z C7 O s E w �o o E U �0( w¢ OU ocl g 6 O U as z O CV 4? >,- Qi o Wz � C Z2� QY o ZLL z co J �� 14 i Wa� N U o< LL a0 �w z� o j ;o z= ° o Q d) >� 0 rn M �v a L ' _0 TT " CN O Q C m - Lo = 04 �- 'T� cy) O 04 T T� i. 0 T M o Z m C)H C m a E U Q p JOB NO: 21-4275 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (j 1 /4")2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS--\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS --� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX, 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILINGti SCHEDULE FOR SHEATHING DETAIL I 45°t 45° t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO APPROX. 8" FROM RIDGE FASTENED AT ' @ 8'-0" 0/C. EXTEND AT LEAST 90% OF 1 EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)10d TOE NAILS ' o AT LEAST 90 /o OF WEB � APPROX. 8 FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR AI S @ E END d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 OSB SHEATHING ATTACHED 1OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL �- DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT w/ (3)1 Old & (2)1 Od EACH JOINT w/ (3) TOE NAILS @ EA. END 10d & (2)10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL 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 & BOTTOM ATTACHED (2)16d NAILS W/ (2)16d TOENAILS x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4'7 ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 1Odx3" @ 4" O/C SPACED 1/2" 8" "J" BOLT 48" 0 Ctj� 2x4 "T" ON TOP OF PANEL (2)16d NAILS @ 48" O.C. INSTALLED PER MANUF. x @WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCREWS TO J SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 1Odx3" @ 4" O/C 1/2"x 8" "J" BOLT 32" O.C. MINIMUM 6" FROM @ O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3l16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r " SEE STRUCTURAL X-BRACING, AND TOP N NOTES AND NAILING CHORD BLOCKING SCHEDULE FOR INFORMATION SHEATHING DETAIL BACKNAIL w/ 1 1 (2)16d NAILS WOOD TRUSSES 00 00 2"x4" CROSS BRACE APPROX. -2x4 RAT RUN BRACING 1 1 2" 1 1 2" " RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2)10d TOE NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2)16d NAILS -2x4 BLOCKING @ 24" ( D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2" OR EQUAL '� " ) (D = 0.207 , L = 41/2) OR EQUAL FIRST (4) ROWS OF O/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "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 2x4 BLOCKING 2x4 "T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL DBL. TOP PLATE SIMPSON SP2 w/ (12)10d 2 2"x8" "L" BRACE 2x4 LEDGER (MATCH BOTTOM CHORD NAILS AT EACH STUD ( ) SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) SECTION 3 SECTION 4 16d PER SIDE SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "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/ 10d NAILS @ 6" O.C. IT7, O.C. FIELD JACK TRUSS SEE PLAN FOR OF THE LAST LAMINATION 2X4 "T" ON TOP OF PANEL EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 10dx3" @ 4" 0/C 2x4 BLOCKING W/ (2)12d TOENAILS � NON - LOAD BEARI G LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g SEETYP.WALLSECTIONFOR SCALE: S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS NAIL - 8 _ ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. 55 11NIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT .,.,,. , ,,.,,.,..., .,., , , .,,....,, ......, ....... 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 S5 12 6.9 MAX./ GABLE TRUSS 12" :E RSH SCHEDULE ►R ATTACHMENT 4 #2 SYP BLK'G @ 16" O.C. 1Od x0.131" )ENAILS EA. SIDE )NT. 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 "L" BRACE W/ 1 Od @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 I °ll �II II°. °II- CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 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 WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) B IN w/()1 ffiAT = • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH j EXT. WALL CONN. @ NON - LOAD BEARING LOCATION UNEVEN CLG.) � KE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" 3'-0" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4)114"xl 1/2" SDS GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMP5UN 51`2 W/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 9p� 0 Cr CORNER JACK „ � a U W z Cr 0 HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX , "X" BRACE SEE DET. J/S5 -, CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. LlII�I�111 ICI M =ml - �i011N1 I� :- !r1jr Vol I I I 1� momm NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 0 N °>. , 1 0 •ND p- CC = •;j= S-rAT` ' �': �rrrrai>Ii� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W U) Co QE o r8iQ O N C., 6 .0y meat N pp J (� Q 5z� N 03aNiv1 ik LL W M LL: a Y C W �0c @ A G = O � a a a ILW��pjO1 = N MZ trh O U l o Z OU OD❑ W z � z� z o v J_ d �; N z v Cri o ` 0 W O�op t✓ W N l«V / C U z�g$r I U o g+ co I • �Q N o �W M M 9 99 Z zi J LL E � - K go O E U 9 � W° ? a� R20 0 WW so �a zzz N <� Wo �o ir WZ W� C m� �0 Z� w Q� o U az N W W nj 10 .1 u3 C � O 2 O 0 rn ` m 0 L O C co ' c J T •— ,c CV m U CD I— fn m T c0 O 2 N r L.n •— CO M rn 0000 N LCi r r = co o Z Z E O N C C a .. U 3 m ¢ p JOB NO: 21-4275 SCALE : AS NOTED SHEET NO. S5 m N 0 0 L0 I i m cc Iu c J v I i i 0 3 a 0 E `o tz 0 E i a Q U J 0 0 0 a 0 .\ N 0 m 3 rR 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 APPROVAL FOR CONN. 1 x4 3-1/4" LONG X 3/16"V� 1 x4 P.T. FURRING 3/16" 0 X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2' FURRING TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4° 2X8 BLOCK@ SPACING „ 1 DETAIL 1x8 O.C. 2-ROWS INTO P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH �� 1-1/2" DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER*22" EACH END W/ MIN. TO PRODUCT TO PRODUCT EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CO (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACHFURRIN( 1x4 TAPCON 16" O.C. & @ END w/ MIN. 2" EDGE DIST.4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 n.. Mr=A 11 7 i /An ME717A 11 STAGGERED @ 12" O.C. ri-1 le Ill^T,&II BUILDOUT @cy OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45" DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS 6BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU --� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX ir SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK --- 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. /4" MAX EMBEDMENT INTO ) 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K B-B SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)1 Od NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. 8 FILL SOLID BOTH CELLS #5 REBi (TYP,) STD. 90' HOOK (1 t5" NOTCH WEB AT FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5)12d NAILS SIMPSON i 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. /// 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —� IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" JS LFILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)1Od @ 6" O.C. #5 REBAR (TYP) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" R ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED `STD. 90° HOOK 2x BAND JOIST W/ FACE NAIL 1Od (TYP.) ` CHORD,TM N ( YP.) FACE NAILS 1 d @ TRUSS VERT. WEB — � METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 44 ' +2�� NOTC F� @ FIRST COURSE ` SIMPSON HG2" SDS A @ W O.C. w/ (4} 1/4x1 1!2" SDS SCREWS ` INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO rHE :S ` K.O. BLOCK FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS,) SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW I 7_7--� ALUM DRIP EDGE BRG WALL TYPE PER PLAN 2x SUB FASCIA 2x2 #2 P.T. MIN, FASTENED PER NOTE 2 BELOW L LCONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: - CMU w/ 3" LONG T-NAILS @ 24" O.C. - WOOD w/ 0.148"x 3 1/4" @ 16" O.C. SECURE J-CHANNEL SECURED w/ 7/8" ROOFING NAIL (TYP.) 48" O.C. SOFFIT PANEL ATTACHED AT 2X2 BATTEN & 2X FASCIA w/ 3/4" X 1/4" CROWN STAPLE OR 3/8" X 3/8" STAPLE LOCATE (1) AT EA. GROVE 3. [F] CHANNEL APPLICATION: MASONRY; SECURE [F] CHANNEL TO MASONRY w/ T-NAIL OR STUB NAIL .097" DIA. @ 24" O.C. w/ 5/8" EMBEDMENT INTO STRUCTURAL WALL WOOD FRAMING; SECURE [F] CHANNEL TO FRAMING w/ 3/4" X 1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN INTO STRUCTURAL WALL SOFFIT PANEL ATTACHED AT 2X FASCIA w/ .1/4" 1 CROWN STAPLE OR 3/8" X 3 T P . GROVE U CfbXiG 0861 " 0 40'-0" O.H. ALE: 3/4" 1'-0" & GREATER 12.; BT.OQ=pQ(l�'S FReQU FOR SOFFITS LESS + * q(EHG� THAN V-4" MID BLOCKING NOT REQUIRED t4E H ODUC VALPkWWi4kEAfIbWbETAI1LS. + + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT 2X4 SYP s + EACH TRUSS CONNECTOR SEE LINTEL SCHED. Imo— FILL 1 SOLID W/GROUSES SOLID WIGROUT r A FOR OVERHANGS BETWEEN OVER 1 1/2" ' CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. " OVERHAN :, a A: RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 1 r-0rr 51-011 INISH ° ► #5 BAR CENTERED W/ g ►,:'° y99IN TOP o e a : KNOCKOUT / i14 CHAIR BLOCK MONO FOOTING _— b SIZE AND REINF. PER PLAN ,' °, e • AND SECTION DETAILS -I CLEAN FILL .► ° • ° DIRT z STANDARD q #5 BAR IN ° 90' HOOK N FILLED CELL Ls STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 20 ga. PANEL ANCHOR 9 ga. PANEL EXPANSION STRIP 1/4" EXPANSION BOLT (2 PER ANCHOR) MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" ENTER SO IT PRECAST LINTEL —/ SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ROOF EXTENSIONrM SCALE: 3/4" = V-0" SS Z NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM, DRILL 3/4"x5"MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM SEE SHEET D2 AND IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER g`-0e x 1 FLOOR PLAN FOR SIMPSON2" SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 1/2" NAILS TO STUDS & (1) - NAILHTT4 U S & (1) a FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE COURSE EXPANSION STRIP MORE INFO 5/8" DIA. ALL THREAD ROD LL w O 0 NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ♦—� �T o ' o " ' o EPDXIED w/ SIMPSON "SET' 1 w a A REINFORCING AS FOLLOWS: EPDXY MIN. 6" EMBEDMENT & a 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT o e k 3" MIN. EDGE DISTANCE `� ` g * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ P � v Z ¢ � 45x6 EMBEDDED INTO EXISTING FOOTING (2) #5x6' IN CONC. * E A TROWEL COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND 0 - REINFORCING PANEL cn FILLED CELL SMOOTH. DO NO FURROW. is N DRILL 3/4 x5 MIN. HOLE F PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o. . o SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP " p G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: C14 ° o Cl) REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r g o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ o (2) #5 REBAR. MIN. 3" \ TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 0 EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION 00011,1 MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4"- -1-0 RETROFIT FOR MISSING MSTAM STRAP FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. SCALE: 3/4" =1'-0" N O N N CM v w a• CO' 8750 tdo �• cT -f E OF - 4.0 �•��,�;•.,mot O R \�'•C �lll/lilllll��,♦ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W ti 00 E ti O N © N J V O ) O C J �""W Lo 40 O:12 Q J U. LL IL 11J 5. z @_, �oI` 13 GR, C� G W q _J 190 M, < W �pjO' a 1: Z 2 M Z J N O ILC"! Z W O0❑ 0 M!p z � z CD a 13 N V) z o Cz J XW LLj N c d W W E L z I < �0 �w M 2 0o , z LL E zo �, Oo >� go 2® Z- Ewo t- (6 o E '. 0 �U &9 wo m2 ro C .. o N O M o ZLL Z J� 3 ON Q W 265 �0 as a0 �W W U �0 x� �- o CD w ;o za N3 �C) J o, 0 L c � co J r Y O C m U N (o r Lo O 2 N T� I (0 0 N r r E z t M N o Z N E O IV c a. a ci U c JOB NO: 21-4275 SCALE : AS NOTED SHEET NO. SS .. ..: u L _ I l a. I. :I 11 u L l t I y� _!1_d �_-_.111h�,1. _ --- - - -- - 1 CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. , 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB ---- 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS YY! AL- 1VN `w L_l%al 1 11\IJVV vv 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 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. -----Z-WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE ot VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD WOOD TRUSS SEE ROOF PLAN � SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Ck OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �;'A TRUSS (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"O.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 OL VARIES _ 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END - NAILS TO TRUSS BOTTOM CHORD MIN. (2) 2x4 SPF TOP PLATE ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. VARIES SEE PLAN FOR WALL LOCATION MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR If i SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO OIL 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 wi O.S.B. FLITCH Pt TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC. WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL SCALE:NTS SIMPSON HUC410 w/ (14) SEE PLAN FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE i INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7l16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION AINDICATED ON SCHEDU E/PLANM OPTION S CONNECTION INFO OPTION C. COMMON BM. TO POST ATTACHMENT �A� SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A � A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER G SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE:NTS SCALE: 3/4"=1'-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER EXTERIOR SHEATHING INFO. ATTACHED PER 2X4 STUDS w/ SIMPSON NAILING SCHEDULE SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR GAB[ MORE INFO. TPI Ic `--/ BM. SPLICE OVER CENTER OF POST SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. 2X4 BASE PLATE W/ 1/2" PLYWOOD SIMPSON LSTA30 w/ (22) 10d NAILS OR (2) 16d NAILS TO SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS EACH COMMON TRUSS/ FRAMING TO FLOOR GIRDER TYP TOP &BOTTOM i BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22� SCALE: NTS MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. �• MASONRY WALL BELOW: SIMPSON °.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a,, (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS SEE ROOF PLAN a FOR CONNECTION SECTION AT HIP GABLE SCALE:NTS EXTERIOR ATTACHEDI SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL s SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3)10d ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8)10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 1/2" X 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 9 SCALE:NTS LOW ROOF/WALL� SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/- ' L (2) 2x6 BLOCKING UNDER- FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE:NTS DETAILS &SECTIONS N O N N `,�p;:flltAp�r o 1_ Et x�� F N S�'••��,���: �•�VO�� ����E 8750 ��, hl� E i . cc OF :w F' '" SSN A; 10 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 osn O M t0 t• Xt Lo 0 N _N R J N O i- iJ LL tl) y1�� w a °" Y a yrNiv : aW 5 0 0 J Co a La E co63 0 _j N rNi z w ZOU U _j co W 11l] O V fM7 z Cl) M z iZ z r V) N z 0 o C1 � u- U N � 0 N Uj c d (U U m U • c s Q�� M � O W 22Z J � �o �O w�zQ Q2G a N V ~ C o o i <0 0� _ nF ao o U0O � og Ez N � 0. Sao wz r N c N �I g'z z ai N m a� o o� Q W Z Zz a0 W w� �- �k � NLL mi o 5 �� tj t�i 3 >� J O c cm L J r ) O = m U Cfl 4 T d' (M_ L � cc04 = N T U� 'T I CO M tT N r r 0000 rn E r M Z m E O >u rp a U � v ?: 'ap c JOB NO: 21-4275 SCALE : AS NOTED SHEET NO. D1 Cm c� 9 <p O LO N 0 c aci N ti En 0 U 8 CL i a 0 0 0. a> ta_ 0 c THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF e i ' MASONRY WINDOW BUCK t 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME � WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE 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 VE BARRIER & tARILY SECURE WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING WEATHER W RESISITIVE BARRIER WOOD FRAME CONSTR. ...vvv TAPE EXTERIOR SELF -ADHERED FLASHING3/4"-1" BEAD OF CONSTR. 3 SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER -,,THRESHOLD OVER RIM JOIST AND UP OF DOOR AND WALL BY 61N. RETURN UP JAMB 6". USE LIQUID (,ASSEMBLED WINDOW) NAIL BRAND OR EQUAL WEATHER 2 PROOF CAULKING WEATHER SELF -ADHERED FLASHING O ' RESISITIVE z BARRIER SEAL TOPS OF JOISTS UNDER DECKING 1 SUBFLOOR SELF -ADHERED FLASHING (SEE DETAIL WP07) � HEAD FLASHING TIE-IN INSTRUXTIC 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 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 SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as Pin each detail that corresponds to the numbered items in the list structions 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 NAILING FLANGE SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED VINYL SHOWER PAN SELF -ADHERED FLASHING 0 0 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 WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK E 4M SELF-ADHEF V 11-A" PFR PI AN SHOWER SEAT SELF -ADHERED FLASHING OUTSIDE CORNER z a w t1 (A W U W 0 RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD ELF -ADHERED FLASHING ETCH HERED FLASHING 1 2 4 5 \\\\ , �•� �� II PLASTER STOP CONTINUOUS BACKER ROD & SEALANT 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 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHI EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH LL SELF -ADHERED FLASHING CEMT. FINISH SILU POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING -� -l2FI F-AnHFRFn FI ASHINr,- F 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. NG R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The Q individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, I substantially nonwater-absorbing layer or designed drainage space. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the / SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with ,o (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and RELEASEADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the � pptype of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 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 7 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. ' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMAANDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. 77Atb'It' tt Water Resistant Barrier UI -In QU erS. Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) -o 0 DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS II SACKER ROD A FINISH STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster 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 comer will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all N 0 N N N M 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. e H '4 o E o N $ r at V m o Cr-, DO Co A * LL. W M 7 u1 rnNo1 LLwJ J L L LL d W z t°' °1 o W N� IYO - 32- co a d W Z ILW a CD N Cl)Z X N O aO V U h Z W 00❑ CD z z Q J V) N Z C5 0 u- +J fQ v cn w m o = W �+ 0 W s U E Lau: s � Q 0 � � slm oC13 w M � o Z_Z LL =sKo �ot � Z o (9 E N $NR® a� ao 01z0 DU O a i ao ¢� ms AIR . r0 C - o8 nO '0 zZ Z J 3 �b 0 QW fm zo �U W 3k 0 z o E alo iIa 0 3 0� J 0 M IL CD ' JCN t ^ O 1..J... O c C m U � = L7 N T_ co 0) N U-, 0000 rn E c T M Z t0 E O E N GN ` c 0-U 4.J o Q p J JOB NO: 21-4275 SCALE : AS NOTED SHEET NO. W P HURR/CANE Mounting Brackets (10 Gat tgei +1(2e x+1(2' x 2-12w See Anchor Schedule Bala 1(2a Dia, A32S Galv. (TYP•) o • �e ' M 14 Seer-orN6ng Screws AtC Unit Bottom Edge tttlrricaneStrap (Typical: 3 in front) Front Cross Support (May be cut to W) Left Bracket (16 Gal uge) 014 5e1f-Qriling Screws Thru Brackets b Back Cross Support M A/C Unit Bottom Side (Typical: 3 each sidle for hurricane use) Washers / Self- xkirvq Nuts SpasFaie daaialauuo woussarlma�aee f owssini with e:k �iaxrsione Air Benz Fa�e�ed N296W mwft aver leap" t4 I wi�ltuel fa .a Back Crass Support (May be cut fm Right Bracket (16 Gauge) Florida Department of Business & Professional Regulation Possi at Building Codas and Standards 16w1 Product Approval Application Decall ErMy or Date ! pato pwkft Ail TV" V.Won MaMxJu our Candies mooner A UaMMe Vw1dasd 6Y Wldated eay�mm.e FW Aobr." A v aldw A111"I. 20M stood Vent Produce. Ina. Mkhsl (;reh&m Nermes F. Noraro P.E. Looks Bowden P. E. 12n62020 12n&r2020 12262020 Apprn-d Cnegery: 80Udrra C"o"Ntda f877)4414309 P&73T78 (334)300-1800 BrbCal.ppy: Products Mlmiac.d a a e RimIt of Moosmrt.endcem Now Teohholdpy Ccr plane Who& EwAla0m Repot from a Florida Regstered Ar.hled era Lken sect Rodd. Prasslo-i En¢1sr �t8Proldlal flosseddo, QUAW Assurance Cooked Elotiraflars Data Approved )nlORR for Use el Use Stild.NOR 10040l RfWitol D.kim E� 1 anraRVeM Matlel W 540-510 Dual Function Flood and Varmleapn Vart 121312020 Yea Ye. N/A t100N00 2 Gars, Model 015404111 Duat Fundkn Food and Vemll.h.n V.N 1W rn20 yes Yes N/A :1006100 3 amrtVerd Model A1546520 I_.t d Food Vend 1213141020 Vs Yes MIA +1006100 4 Sr's"'m Mode19154M i Insuared Flood Vail IV3112 0 Yes Yes NA .100A700 5 SaltVant Maps: 01540424 16Aqud; Gangs Dam Fiam Vent IV21202O Yea Ys 141A N/A 6 SMrtv.m Moeale/840d70 Wood Wall lnWated Flood Vem 121312920 Yea Ys NA +1006100 7 SMrtVwt Model OI540-574 14:5&quot, G.nga Dom Flood Vent 12/312020 Ys Y. N/A WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detsll pegs t a l IN4rmi 284t ErAft ar isle 21ft DAN P&Vdkw an TV" V"w Manufacturer Contend F,nphw A Wines Vdldated N Vallctered FOC Amrowl Apo WY Fowles. 2020 Drexel Metals. IN, Jason Shumeb Zachary R. Pneal 1.03k4 BOsdal P.E. 00A0M20 0111OW2020 WnMO20 101132020 Appal Category: Roche (W2) 303-1511 PS-74021 (334) 300.1800 9W)C4aegory: Metal Rating Nbumtscono .h.00m Coappla ce Method: C ai-0. Ripon 9M7 e Florida Reah'so ed Archled or a Lkaneed Florida Fissional Enemsr 8w R Prebee MedY. NUNrer er NarM Product Description Quality Assurance Approved for Us* AWDMWfKUM ContractBonin wit Ddi Inds Impact Doolon 1 Dnrel Mdd Roomp 3salrna DMC 1001,18, DMC 15056, DMC 175S, DMC 2008, 12r312025 Yen, No NA +061ao OMCffV Florida Departnerd of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.p 1 our 3 1nr1w £aft Entity or am go Dab Oandnp Do has )melon Mareffactuder, C tad IiewmeLAAAM d(sided" a''. mium a&MM FOC Aor naval A--d lisle Re,Won 2020 Therm -TN Corporation Sete Joe,Lyndon F. adhmkk, P.E. Ryon J. Nag, P.E. 0723r2020 07AZM20 071292020 1 W13M20 Appgmct co agay: Exreror Doors (400) 843-7628 PE-43409 (813) 707_W55 tsrbCd try: Sirhge,9 erted. Door Aes.rnblea e)sapasenQmertmlru.e0 CoMllencs Method: Evaluation Report tom a m Flaked RegldersdAreNtect a a Licensed Florlda OL92BU&M Presumes Professional Enpineer ANt Product Yawl lumber or Name G!>91af, p Guilty Assurance .�1p114D.�t Aragonite! for Use Approved In HIM 0owds for Use NVNL impact asiiYIE ggym Hlalmi 1 e. Therms-T. Fiber-Clask end Sm ch-Sher Nonhel 8AM30A 8quat;lmped8qud: Opaque /2/3VM1 No Yea Yen WA Canposte Edge Fberglase Shgle Door (Inswin"trwin0: X catOpoa9m) 2 b. Tharme-Tn Rbn-Clonal. and S.-th-Ser Noonlre1GAMMA &yQlmpea8qud: Opaque 17r312021 No Yea Y. WA Canps.te Edge Fberg)oaa Engle Dora wth SMelte(s) 0ne0,11,1900Wawng. X0. OX or OXO cmBgum"ons) 3 C. Therme-TN Fier-CANIc and Sno0tR5tar Nanhel SIAMA &Wctlmpea8qud; Opaque 12/312021 No Yea Yes WA Compost Edge Flow4s.e Douce Dom wanm .main aWans An efn9r0ut.M9; XX a OXXO campurapm.) 4 d. Themta-Ton Rber-Clask and Smooth -Star Nanhal8&a39;0&ququlmpad&gUd; Opaque 121alfMi No Yea Ys WA Ccmposto Edgo Fberooss Single Door (1-mo,Out-ng X eamgun0m) 5 e. Theme-Tru Rber-Cleesk and Smooth -Star Nanhal 86038;0 &quxklmpaet&quot: Opaque 127312021 No You Yee WA Canposte Edge Fbrpose Shoa e Door will, S)deae(O anwhgloutswinp: XO. OX orOXO wnhgurdoll a L The me-Tw Flba-Oaaaic and gen nth Sib r Nmhals&#39;0 &cpc#ImpadBqua:Omwe 12r3iiM1l No Yes Ys WA Compose Edge Fiberglass Double Door was or without SidNbe mswhyWawna XX a OXXO oamguroaara) 7 9. The-Tru FiberClwk and Smooth -Star Nannei 6&a39A 6quctimpea&gwt: Gish 12131=1 No Yea Y. WA Composke Edge Fibarelos. Single Darr (mlwhoADubwhg; X rxrmwabon) 8 h. The-Tru Rb-Clssl. and Smooth -Star Nonhal6AAMA &gaa;lmpaa&qud: Glared 12r312021 No Yes Y. WA Composite Edge Fberlgase Bnoa 2k Gwun aidsbga)0I hOOOUts-A g XO.OXa OXO ..nagoroon.) 9 I. Theme-Tru FC►r-Classic and Smootla-Star Nonhal 8&al3BA Lwotlmpaotagua: Glazed 12W(MI No Ye. Yes WA Composite Edge Flo"a.s Double Data vat a w0hwt 91deMs lhwinlaout.dn8 Mor OXXO .wnegursUms) 12 I. Therms-T. Fb"Closdo and Smodh.9ar l4rmsaat 98AS9;08quckimpad9wet: Closed t2/ unit No Y. Yes WA Composite Edge.Fboye.s Double Door wan or sdhcut Wastes (hswhpK7utawhg; XX a OXXO cmAgurabl.ist Florida Department of Business & Professional Regulation Building Codes and Standards - - Product Approval Application Detail Pag.1 at W2031 gnu EglWt.a 2" ➢ia DYAlmom am TM Vai!ffi 11woultEggS Caltact faddew & uconas %NMaled au y,iddeg aLbalted Pa.Agcomm Approved (SIDLE ROASW 2020 PGTINIuWles Jena RQ-11d M-1-D.*91-CO-CER Meml-Dedo GOOD -VAL IIAS D20 iW2011020 11242020 Apprged Cat.9w. .. Ewterlor Doom t9N).4864100 (78g) 315-2590 8,6Cabgmr. Slicing Exterior Dora Assanbles )rcemnlMildipgBalusweez compliance Mal CerlNeabon Mark or Wind an Quaft Assurance Aemi Damona&ed for Leda Approved for Use kill AMA C Inti)MZ DNaIlILM li sfidg t P-M 8 SGD-5570(L.Me Masks impact) Wyl.Sidag.Glan Door 04N42021 Yea Yea Yea WA February 12, 2021 PRODUCT APPROVAL SPECIFICATION SHEET(2021) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a CategorylSubcate ory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS 1 A. SWINGING ThermaTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461e1 +67.0(-67.0 psf 12/31/2021 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2021 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.01-40.0 psf 12/31/2024 PGT Series 5570 FL251.9 4/14/2021 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 NIA 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 N/A 5/26/202162 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cem plank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2021 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328 N/A 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Camp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/912026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202e1 +97.&-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2021 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2021 6e STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 6/30/2021 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) Retitle Depe11n1erd of Business & Professional Regulation PRF1 a3 Building Codas and Standards rn20r1 Product Approval Application Detail !riotLor ant Boa Dow Polito an hoe Y.olau Valso algi: )laaefaa$ MOM duke ee f9G2®®Ml hkgmng a". ReAalen 2020 Th.-J. Cap rO. Insue i al Lyndon F. Stdmldl RE Ryan J. Khq. P.E. 07232020 0T/122D20 07212020 10V132020 Approved Cauaory: warier Boon (MCI 043.7628 pE434D9 (013) W-8555 BUECONall 90610'n9 Ei AMW Dam AaosmfHet t)aspersm�dhenretru.ca Coapllarce Midland: saluerbn Rq=t Loma m Florida RegisbredAudited or a Licensed Floods Prctesswnai Engineer RK1 9ia1WLAaKtmu AaasygforLkc Approved inKYNE OumdeNVNZ tor Usa know .QWat goo2twt Bstuas 1 L ThermaTr l FibarCasec and Smo.MStar Narinal 6MMI16 &gad:bMd&quot Opaque 1N312021 Ys Yee Yea WA Composite Edge Rbardass Single. Door (hawingn3urwing; X conequray.) 2 A ThemwT. Fib-Cl e..i-cIS-0,43tar Nominal 08#39:&8gdd;ro*ct&gtot Opaque i2J312f21 Y. Yee Y. WA CarpOdts Edge Fiberglass Sins a Door wkh 61dd") UmwlnpOMlWrg: XO. OXor OXO gm8plydims) 3 c. Thermo-Tre Fb.-Claawc and S..d qw Narinal 694MA &Wut;trpad&quct Opaqu. 12/312021 Yes Yes Yea WA Composite Eta Flberoas Double Door wtlh or Mbaut Salinas (InsainernAvwing: XX a OXKO svapauntione) 4 1 Th-Tru Rber-Cl a le and Smadh-ebr Nominal SAIM'.0 &q.d:kipadAquct; Opaquo /71J12 l Yea Yea Yes WA Canons[. EQ. Rb.0m Stools Door (nseingo Wswing: X caigura o) 5 e. Them9-Tru RberCleMic sod 8modn-8Mr NonxMl aaaaaA agra:ar"d&qusk Opaque 12/312021 Yes Yes Yes WA Co poste Egpe Fbaglast assets Dmwah asdalb(.) (IMWnWOdvwahp; KO. OX a OXO =ftureuamer a f Thelma-Tru Fiber -Classic and 9noXh-Star Nammd eee390&Wd:arped&Wot Opaque 12rJ72021 Yea Yes Yes WA Composhe Edge Fiberglass Doubt Doorwil or wen out aldelMs (1-OngfOulailing: XX or OXXO emOguMions) 7 9. Th►mm,"Fru Fibx-caeafc antl Smooth-Sisr Ndnnal e80MA&mc :trpacuimot Diazed 121312021 Yee Yes Yea WA Certposhe Edge Flbergas Single Door (nor inpo'le..; X cons9un8on) 8 h. Thenn.Tru FlbtrCisic and Smooth-Shr Nominal 694M;8&Wa;Mlhpsd&quck Glared 121J12021 Yes Yee Yes WA Composts Edge Fiber" Single Door with alka e) finsaMrggLLaWng: XO. Dot or OXO 'co ag.rotions) 9 1. Therma-Trim Flaor{Y.eala and anbtlh•enr Nar4nsi ONMA Aqupt:&1p4a&quet Cried 12/312021 Yea Yea Yea WA Comps ate Edge Rherpla. Doubts Oocrnh or xthout Seekers JlmWngl0utaWn9: XX or OXXO crnllgundions) 10 1, Thams-Tru FIG-1saale aM Smoot, -Ss Nominal 86i1sy egesl;Ipadh4unt Ohaed 1=12(121 Yea Yea Yea WA Compass. We. Fiberglass Soda.Ooor (hsalnp0pt4whg: X cmtgiraps) 11 k.Therm-Tru Fair-ceMie and Smoo01.8gr NaNnal B&AMO Equot:arpsa&qua Glared 120112021 Ya Yes Yes WA Cdrpoete Ed" Fibergass Single Doorwkh now*"$) IIMs4n90,A.Wng;XO. OX or OXO cenapuretlmat 12 I. Trento-Tru Flbw4lasalc and S oath 6tar Ncr1nal 88139A &qud;hpact&Wot ON2ed 124312021 Yes Yes Y. NA Carpoldte Edge Fibergfns Doute Doc win or wahcut Sdaas dnsvdng9kdveing: XX or OXXO cmrgureNms) 13 m. Them.Tnt Fiber-q»sk and Sood,41ler Noinal O&IMB&quet*r"d&¢rcf Opaque 12A12021 V. Yon Yes WA Con .Edge Rbergdss Single Dow In &qud;N-lmpMcU6Wa; Wait" (nswnorOu swing; XO. OX or OXO con%uradoln) 14 n. 1h. -T. Rlo-4.". aMSnaob-0nr Nmind EMMA aquat;Nped&q..t Opqus i2r51/1021 V. Yea Yes WA Composite Edge Rbergloty Double Door wih 8gad;NoRimpegt6quot Strokes (InswinWOutsWng: OXXO opmituream) 15 o.Th-Tru Rbor-Claaaibend Snoalh-Star Mammas 48038;04qud;1mp&a&quot Opaque 121.YI11021 Yea Yea Yee WA Composite Edge Fiberglass Angie Dom wIth - &qud:NdFlmpaaBgJot Sdo".) (IlaslntlMutewirg; XO, OX a OXO con%undoM) 16 p, Th-Tw RberClassic ana Smooth-Ser NaNnsl B&N30:0 &ryd:h"d&qunt, Opaque 1213112021 Y. Yes Yea WA Co papa Edo. Fiberglass Double Door ion &w.04ca-irmpad&quet S Wltes (lnsdnglovlsf.g; OXXO eomll;Fmfld n) 17 q.Tlh .Tru ROerLlessi. and 8mo01h-Star Nominee GAMMA&gdt;Nonlrnced&qud; Opaque 1=12(21 Yes Yes No WA Composite Enge Flprglass Snpe Door (hednWOutswlg: Xcmtguration) 18 r.Tho-►lyu FberClb.l. and Snodh.Sar Nominal GAMMA&Qrd;Nen-hpad&qua; Opaque 12151202+ Yea Vs No WA C.V.A. Edge Me &. Sods Goa In S IeNte(s) (hsv4n9Otx4Wnp; XO. OX a OXO con%urdions) 1s a. Therms-Tn Finer -Clad. and Smodlt5ler Normal 6411MA 4gnd;Nm-hlpacaLqubl;Opaque 120M021 Y. Yes No WA Composite Edge Flbanalase Double Door eflh a Nth A Sdaetes (Inso nWOU"re: )D( or OXXO agfWrations) 20 L Therm-Tnt Fiber -Classic and Smooth dir NorNnal 84".0&gocI1 olflmped&qud; Opaque 12012021 Y. Yes No WA Campoo t.-Ende Fiberglass Sings . Do aw (nngrOubWng; X ami9urWs) 21 u. 1h.-Tru Rber-Clonal, and Snao1N4lar Mcrae w8&#M.'08grd;Nan-ImpsdLqud; Opaque 12/312021 Y. Yes No WA CorpoY(e edge Rbergau Snore Door wth ad.".) (IMpO adrda sminp: XD, OX OXO der Wralans) 22 v,Therm-Tru Fber-CAaede and SmeolhStar Marinas 8&"1.0&WcR:Norrlmd&a&quor,Opaque IZ312021 Ys Yea No WA Ca/p0100 Edge Rbfrgisaa Double Door a wthoW Sdanes tin.winWOWeWna: XX or OXXO cmflguralimei 23 w. TINerma-Tru FlberCamlc end 0mooll Sour Nminal 88#39;8&gep:Non-hp4.t&qud; Olsad 12012M Ys Yea N. WA C.rpp9te Edo. Rberow Single Door (nsednglOutswlmg: X-le "m) 24 x. Thelon-Tru Floss-Clatfo and Omoagr8tar Hammes G& ISg;8&q%d:t4rm-Irrpad&wd; Oland 1M12021 Yn Ys No WA Composite Edge Rtier(lass Single Door wan Sdeli(2) pnawnpgd.Wn9: XO. OX or OXO cm8ptrations) 25 Y. Thor a-Tru Ftw-Clesalo end 8moodl-Star Non"d 66#33:8&Wa;Nm-Impaa&quol: Oland 121512021 Ys Yes No WA Cmpadte Edaa Rbergaess Double DoorwMa or vft&A Sdoltee 0nieAngmOuteMng; XX a OXXO crnry}tratiens) 26 z. Theron FberClsdc and Smo*,Nw NaNnal B&#38A&pOd;Nd1•Itrpaa&Pta; Glared 12r312@i Yell Ys No WA Comlo.Ma Edge Rberglass Single Ora (hawingDetswkg; Xemt9utetlon) 27 mThermo-Tru Fitter -Classic end Snwdh-Star Naantl8UUI.O&Mot:NaMmpaM&quet:Glmd 12012021 Ys Yea No WA Composite Edge Aba" single Door with Sdolbla) (InewlrggdeWlg; XO. OX a OXO cmf9unkione) 28 an. Thema-rw Fber-Coale and SN*dtti&ar Ndtnnal 844M.0&cNot:Non-Imp&a&quot; Clued 121312021 Yes Yea No WA Composts Edge Fborgav open Doc wlh or wthout Stdalam dnsm.^tsin9: XXar OXXO cr.lfie-kiana) Florida Department of Business & Professional Regulation Pag.1 a2 Building Codes and Standards 10=1 Product Approver Application Detail Entity or Blr! aria net, panel Sin BA v1sialmi sarsdactum r conuam EndM.L Lleanaa Validated Be wed( !) FBC Ammval A-,,d Rodman 2D20 Therm-T.Cm-der Sew Jews- Lrolon F. Schrnla, P.E. Ryan J. qng, P.E. 10MM2020 07/122020 07IM020 10113r2320 Approved fxtepmy: 24erlor doors (800)843.7624 PE43409 (41337B76555 SbCatepoty. Swngmg Erteder Darr Assembles s)asperamM@ihommunt co Compliance Nad.2 6vakmhon Rapid tom a m Flodda R.as.bnd Architect we Licensed Florida Pror.m.nal Engiww e D1dhLA- A,,rwdffegla hoLOMLOLUE Ina a 219M )imt fmledadalaer.l&merawrM p w m Affi i 2wwgLmm Rama COasln 1 aiasmn-Tru II er-Chueresal 8n1oolh-Star Nominal 66439A BptrtNm-Irrpaadgla: Opaque 12M2021 No Yea No WA Oo powte Erpe FlOaryss Single Door Onswing43uovin9: X cm0gura0o n ) Florida Department of Business & Professional Regulation Pap./ a Building Codes and Standards 1m3rm:1 Product approval Application Deun ie0a enter c, Dior act ilk 2aollm vie Arta )hales its gg({it, ENInewra Lleapae Vdddd Ilk Yet jukenitted FBC Au l aA R.Maion 2D20 Ml VAndoes ssd Doom aa.m Gannet, Lots Roberto Lamas Steven M urfth, PE imarAm 1=or) 20 101 Ill 12N52020 Approved ry. onn Maslo GA.H. D (717) 365.3306 PE-62514 (717) 3174454 aWaCatseter Sldng scooter boar Assemblies balBhgsq@miwd.gan Cw@INMa4 MO horx EnNabon Report tom a FlcrltlsRegistered NdmRed .. Uuarsed Florida Proleolo nal Engine. a" A'.ctuel modal. laanbrartram $9f11Nd, , Quaw Rakd Lmk InfAAairauae ateaued far Ulas �I�Imi Impact AtWkes 229M $ae61Cl 1 SERtES42pALUNNUMSW SERIES 420 ALUMINUM SM OXO IM112024 No Ys No WA 1453/4&quaX8Mqud; NON -REINFORCED 2 SERIES 420ALUMINUM SGD SERIES 420 ALUMINUM $00 OX XO, XX 121312m No Yes No WA 988gtd�'805quoq NON -REINFORCED 3 SERIES 420ALUMINUM 6130 REINFORCED SERIES 420 ALUMNUM SGO REINFORCED DXO 12r312024 No Yes No WA 1MS314&qud295&ga.t: 4 SERIES 420ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX IM12024 No Yes No NA XO. MN&g0axmqud: 5 SERIES 420ALUMINUM SGO REINFORCED SERIES 420 ALUNMUMOOD REINFORCED)= 17J312024 No Yes No WA 143&qud;x98&gmd: Florida Department of Business & Professional Regulation Pa9.1 as Building Codes and Standards IMMI Product Approval Application Detail ram Enift case partall- lYat version omwadum CWAW � Btw & LI*Km Ya1.1.4 aL Yal19ftd SLdoftd F � A RWAalm 2020 W.A.tlatm, a dwdm of Omhe.d Door 11-pe Kadah John E.Sdhs Jenay P. A.-. P.E. 1DlN22020 09211l 10/2312020 1215M20 ApprWed Corporation (330)763-8121 PE-51737 (904)821.5200 Galloped,- E.W. Doan dkamshewayno da8m t 3bC.Mgl Sedbal 6.1aia Doer Meanba. on, Coo phame Malhar: EYaluallm Repart thema Floods RegisMndArduact a a Umsed Floods Professional Engineer 91ien, Ams- A9'igualillia.gaa Aoor-od.ti.Wl tmat on" ;feat In hV 1: tf]SJL assistant proum 3 800ge106S20001105 DAM Max wk h.146;&M.' Max hNqul. Glaring 121312023 No Yes Yef .3too.3&00 aYalhble in No orlBbernedlete sedw. 10 b009y810014200 N1123 18&AX Max width, 146M.; Max holyd. Glazing 12M12M3 No Yes Yea +39.W33.50 evallable in tap or Inbm»dsne section O O � Cu O U O O- Q O O 2 •�' CU CU Cn 0 � 0 5_ o � O LL 4 E- CU -0 .9 cn Q Q Z Z W J CU ICU > O O Q L U O rim W ICU M I..L O L W� W Z Z Q J d SHEET NO. PA 1.0. Florida Department of Business & Professional Regulation Pawl On Building Codas and Standards E12021 Product Approval Application Dehtl Sim BmmLJa Pitt not arm .4brt row KKMM lbltlbtAlo[ Qlottfd Eoaloeer.4.Llrame ydddi BY xdwdbd FBCA-16.L AeW-,d iB�m Raosim 2020 Coles OlvlYon of AADO. Ina. Tom RSW U L LLC Troy Olehap. P.E. 12A1m1020 1200112020 12/212020 Approved am"w.. E"Ibr Done (611) 484-2813 (ON) 947-0880 "Cateaay: Emma Doan Components fam.rearygeeseablq.co Caaplan a Nor Certlstation Mark a Listing m bidL 9oBDLAemeansa Awthemniedloorlihso AagLwed For Use kBoad pedw Am SnctML4bnt0ba IIILML PWNdLk 1i Btmitd P,—,1 607, 7oT, 727, T47, 757. "7, end 847 Single and Pairs of Flush, GYeed. and LOWOW single and "In Of 12J312025 Y. Yes Yes WA Doors notice, Motel doors: Florida Depadment of Business & Professional Regulation roger dz Building Codes and Slardards , rdmi Product Approval Application Detail Scat Pnmra Rat alit DIWPKWIM Do MR vmslm Allanuflactumer Qttsat EDBIOeerAJrk■f! I(aglimi, mmmm lomnd FrdmmaL AOmnWd Inuit Rewsdbn 20" m Wlndours and Dons arent surer, Amadcan ArMbdunl St.van M Mich, PE I1=01= 11222020 1128/2020 APO-osd caegolyc Whdowe 1117)385.33M Manubclurss AssocWao (71T)317.84M4 &aCat40o7 Food b$M he.,Q.Wd.bbm Crmpllbnq Mdhod Cart&.am Madera Listing llltltBllfEBt>f�oit.a auimLasalmu AmmlOatgLet Anmmlwtadbr ]Skier Me" Ala Praductll idd. Number a Ham Product DeserMp In HVKZ Resmtw P.mM-a 1 INS PW 73. 72 Insulated Gips 04M19 us No Yes No +6M-00 Fiorillo Department of Business & Professional Regulation rasa 1 ter+ Building Codes and Standards a2021 Product Approval Application Detail 121112 BNRr9[ A" am cwhnflm am m!M Yer*mCardedEndrrr&Lleerr,a Y jillogildZAQAMUUAAeW,-d am le ulalen 2020 Jemp.HMds BWkUO Products Inc. Chad Dieirks V. Andrew Ten John SorMsid, P.E. 011,051= 12/14/2020 01AW021 rare PSC AOPn Carouser. PBnal WWI$ t909)545-83" p681862 t992) 3W-2528 SrbCuegDrY: gdng enaa.aiadrs®(.meenra Component 040hod eveiaton Report tom a a— FlCBdo Registered Architect we Licensed Florida Professional Enyahw afMIMGAeW[ Appreninal(g,y}t A orgrw far use know Do" 3wd Pnact No M.NmbrrNams $9ANLposcnm car&w&wvomau In.HVHZ OMI"gm Radon" 1°ressutni 1 Carmlaok lap Sidh9 Irks tenpo lnDsldng 120312023 Yes Yes NM WA 2 Heed.Plenk UP Staling ebr-a.ment Inp.kag 12012073 Y. Yes NIA WA Florida Department of Business & Professional Regulation P.wi cut Building Codas and Sbndards 1m62a21 Product Approval Application Detail Soft Entity¢ 20 at Data ewlaa test ma yJasmD ti D00<bfi EndmrA Ucam, Yeiftld..t yalYdd i9lialbal FMCA-mmoa Aglitiymt BIB RaWeicn 2020 L.V Thompson. Ina, dui Thompson ArchlholUral Mebl4.CompenY(TAMCOt Tony Cohesion Zachary R. Priest Menton It latch, PE (613)244.3468 PE-T4021 (71T)317.8454 Oa Tr= oan62020 00=020 12m&=20 Approved calsa4ry: Roomg lbny@gonrdakooargcom "0900W.. Roping AGMSMOs that are 0 Integral Port orme Roping fyeem Carpllarto MoAo(h Eveueton Report tan a flbrlOe Regstered Ardlkece a e UcTsed Flbrlda Professional Engines Quality ASBUrnal Aoaov idfr Ueb AeBopied Igor Use, Ism 22ft B■d ProductOBscrMon IZontractEm■Bmasb In HYMN outtakeslIM assistant Steven i 2 TAMCO Flat Top C%Rlog. Vant Win Sees Ix T1* TAM1013oopnedtVaN 26 go. datlo rodventlMa Man home 0399202a 26 ga. oaVlugloa Yes No Yes Yes NIA NIA NIA .OA525 3 4 TAMCO Of-Rkles PWVwA will Bees TAMCO Rounn! Top OIFRWOe Vent with Bagt for Tit 20Cc"c r"rvenekdgr YAW integrated bast 0et)82026 28 Os. antic mdvoMWw with battle 08fOB2028 Yes Yes Yes Yes IMA NM WA WA Florida Department of Business & Professional Regulation pawldl Building Codes and Standards IRA= Product Approval Application Detail !� Falaunt ant Dint Mokbo= ➢" TM Version iLceoNywmdodter validated &bM&d PAC ADVBVd abBa ReNgm 2D20 Global Prbsctlon Products. LLC. Term Rotlnsm West A TO Jr., P.E. John W. Knemvrdh. PE D1062020 090m2020 10012020 12MUM20 Approved cel.aay: a. to (664)66&7545 PE-44147 (054)772-M4 areEdegor. Some, Ponds ttn.mbasmf�W Wnl.dan Carpllaree Matlmd: eoWustion Repo" tom a Flo"a RegNkredAVOW a a Licensed Florida Professional Engines Accmved 14,U, Awrcesd I, Use tmmi IMdm B� Pradeud YedM.Nnbrr Warandisdian 09, inMVHZ ¢aura PBsaln. 1 2D Gaga Gdvamaeci Seed Alarm Panal.11I C—pund Cr41,,onpxd Steel Stone Panels rewired 17012021 Yes Yes Yes WA or net byeast. toproaltle hueiebne protection. 2 24tq.Gamized Sod Storm Pot*oINHVHZ Cram listed G.Nmimd et*d Elam P—l4rehinsd i2A3t=I No Yes Yea WA m not by tracks to prwrdeihuetan, protection. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I a1 1nno:1 raft sfkft or an 00 atn3sudm Rae man Versiondlwlllooalmt DIntffi toomaLLUMM VIMNkUd S, xdwm rBhmod FSC Aso man Arts Bht)a Revision 2020 Mrrok ins. Erin VAIdw ICC Ew8Wsem Swvbus, LLC ICC Evaluation, BCnrlaa, 1011122020 091.50rM20 107112020 Approved CeaOorY suns4ual Congo rot. I952) 898-MS LLC. S ubCaagory: Thin Phase —alden(irNi.eam (206) 599-9900 Connie s4mod: EYeuation Replan from a Product Evduatlon Entity OuYOV Assurance Amrdve9tr use Ammrov*d for tke imetti 22M w1= 2AddLdwz B aWN= twmn 1 waSHB 16 ail super net al mah miss connada plate 08302021 Yen Yea NIA WA 2 NI Is 16 91, too= Cameda pate 06AJ01202f Yes Yes NIA WA 3 WTI" tags. high etr"pm ruNCpllleda Pete D&r302021 Yes Yes NIA WA 4 MT70 20 ON. buss connector pate 0&13w OZt Yes Yes NM NIA 5 117201-19 20 ga. Mph sto ngh "so cmrteda Oak OBr3DA1021 Yes Yes NIA WA Florida Department of Business & Professional Regulation Paw I a2 Building Codes and Standards 1151=1 Product Approval Application Detail 99$ ad* or MR a" atttPerudlm 20 ]Yee version. likohdaum fAim EadouLLU au gwagoLBt valldlb9 rpm" FSC Araewr,e ARStmM Awn R4vldan 2D20 N WAndOws end Dori Brent SNOgr Aedeen Architectural at~ M. Undo, PE IIAV020 1111721120 11272o2o Approv,d canew Vendors 1717)305:1100 kYnuheerere Aasoddon 017017-0454 $uIrCM4asrY• Single Hun bstingsgvNwrimn Cmry$AneeYMpod:. CorSttnaon Meek or Liong >'AidmLA,— Aflegand fie, Use A ...dfmlbs imatsi anMm Bw! Product Pftdld Developer CeBmome In NVKZ outside Mum Reikoft 9tttua. 2 1B56H 52x72Fin1Flnge From* IG)BG Single Htnn 1041812023- NO Yes No 46* 0 Laminated Glass Florida Department of Business & Professional Regulation part all Building Codes and Standards INT721 Product Approval Application Detail r4o B1tlber a" ass Rb.PwdtiB We Mtn Yenshal tdenfdeesua C9,A d snake i LIIBBn Ytltdifiads, validated hNNAN EBgdmorrvYl Aoo—a9 BtiMaE Afhndlen 2D20 PGT Industries Jens RRotowde Y.ns-0.09CCO-CER Ms"Oned, SCCD-VAL IVOM20 11 OSM20 11n12020 Approved cafaga7 yendewe tall)48E-0100 f766} 315-2590 Sub".pir. Fixed imam id(ipgdndusMe&c Comp(W—M.M.d: Car fl. Me,* or LNeng om QMYOL&Ugmft Abeneadfrlae AmuaMt[oo,us, LID" alflm mat Produol Yedd. 1►ebra Name Otduk CalbatChdraLien Due in.HVINX g)did, HAK Budded P.f!!ann 5 PVe-5520 (I:ergs MkdM Impact) N,yi FhM Wndow 04=025 Yee Yes Y. MIA raft mw Dion ) R.OaOn 21320 Alaidt categat: Panel WWI$ "Cetagorr: $dins Coerolhn" MdnO& E vwdm Report tan a F744A4 Regesred Architect era UMftd Flans pnowwo d rahitinas imumbabom aver FfoduclMOM. Number or Name 1 .. &W-wspe* soft 2 b. &ndJabnce T4&quot: SON Florida Department of Business & Professional Regulation Building Cases and Standards Product Approval Application Detail poplar l , 9=1 IotYca[ at no Irn ail aB EOatmerAUcOnte YiWbllml MMM" IWAAN P9GAmumninal Aam).. d it" Mick Tb=PM Lyndon F. Schmidt, P.E. Ryon J. long, P. E. tane1202d 1012812020 11J022020 12n5M20 Appkowad (730) 922.2389 P543409 (813) 7b74555 nmompsma.Md.— QMb Amnmt. AaorovSdfr We AM*Vld for UM Product DeKrfado CatrW EXDNIBW DKO males OLIUM RM Resistant Pressure Vent or Sold Vinyl SdM 12312d21 No Y. No WA Vent a add %Aryl SON 12OW021 No Yes No WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Applicadw Detail P.Q. e d 1 IBM Qab J ow= gm am aYaPwd$e aN TYa! Vene(an Abnid�kcWx Contest Emb�l.Llgmn VWIM*dBW Validated *imam PaCAadraysl aim Revision 2020 F7edtle MOM Prod)M Inc Clark Jared James L. audur, P.E.Q Steen M. Urkh, PE D9272D20 0925202o IW042020 12R&M20 Appaed C009W Rooting (904) 763-WO CBUCK Enaseefn9 (717) 317-9454 616Cdegud7 Roesng Accessories and an an d9rk@Artleo tom PE-31242 Inapt Pon d9ne Raping System Cons"W ee MdhE oa: dulillan Report fan. Nis Florida ReOrodArchtWt or 4 Licalssd Floods FWf mimd Engineer Baal I mud ssaA.L Jraehr Or sear. contract Exoneration Data In liver 29idLt= 1 P.ltlYln 3 3-FLAMCO dqubt:RV 1C Ri0w V.N&qud; Aluminum Rego Vert, w ptiuhed—t Wanted 1201=4 No Yes No WA tom DOW AlumehW Florida Departlent of Business & Professional Regulation Paw l e'l Building Codes and Standards 1nrmJ Product Approval Application Detail cart 0tmL4r Da 00 Cob Peadm Dal Mum Yloim Mmrawa &MW BOMoserALJreota wrdmem su IMAM IOWA d EBG,ABOMEA luntmad A" Re'Istn 202d AN Armless Shuten and Opera Mae garbled Frank L. ilwaroa P.E Troy mehaR PIE. 102&2020 10152020 11141 12nSw2o AOaand Cdpay. ahutlm (6011712-902 PE-0040640 (954)947-0660 OAO$gswrr. emrm Part N mikauMdinmedgrahrate C.wb— Mail"! emrustim Report,uma rogdm Floods R.giekeredArchitect re L onnsed Flumat Professional FJtginw :... ABommltBCYu AI. Use lmmlt aHim ULE Sa91tradEtoluetloaatte It.ML outside, Mvl1Z BUM" PmWt I 241a Galvaol ad tided Storm Pants 249. Gonantoad Steal Sam rinds 12031FMI Yes Ye➢ Yes WA SM mw version mmLLuchm R.M.I. 2020 We"Oft w ChpgMy: stmatrs Components SubCYaadY• Engineered Lumber Ceenplines Nobod: EVauaion Repro from a Product Enlceeon Entity pwammolo awe 1 klcrolem LVL 2 Pardlam PSL 3 Tlnho,Y9treed LSL 4 TJ term B"m 5 Neyertaaurr Ran Board Florida Departrnerd of Business & Professional Regulation pag.I ai Building Codes and Standards 117=21 Product Approval Application Detail bim 4C SafYld 6odlLWA WM V RM d ter Rob Sddrrin IOC Evdo Won Serwlbe, LLC Ian Lehrer, P. E. t253)8246476 01312)839'-3288 Rabat.6.1dwlnawbfam, a... — an ant DA* PO >am Raft me" samba PBG Am®t AnbrwMl BaBM 101130020 Applied For Product Dnedom L.mindal Vaned Lumber 9YfDt.A,YfJoa . contract bllColt 03/312021 Am[ained7BWm In tivHz Hb Amammtiaam Ordsid, NYNZ Yes ki2li SeebbBt NIA DMIm Prosaure N/A Parallel Strand turttils 0313ir-IM No Y.. NIA NIA Laminated Stand Wrteer 03,312021 No Yes NIA WA Structural Compoft Lontbr or oriented Stared m3AS12021 No Yes MA WA board Poch Soad Oriented Strand Saudi Ran Board 0313IAM w Yo. NM WA cn Cai a--b Florida Department of Business &Professional Regulation page 1 Cf i Florida Department of Business & Prdesstanal Regulation Pass 1 d ,,,� (� Building Codes and Standards +a 2D71 Building Codes and Standards 1 21 O � d Product Approve[ Application Detail Product Approval Application Detail N Q CU 0 Sam ter Jul ati AsLaoda 1 Deft forgiver light Dist cme.AsDMm an TYBt vuN.l NamfiLlura ash sa0ti1Nr6L ceras Vaildatid IN yyilittes lR.MNmfl L&CAm1tlNl &ta@Ifd am m0 vlNm I/tlalowlo[ QIMaer sagalK AI a tam FSC }+ Alternation 2920 POTloduso-bs Jan. Rorordd taemHDade BCCO-CER Y6mi-Dade BGCO-VAL 1tPOSM20 IIlos2020 11A V2020 Approved towel. ZD20 MI Wadows and Dodo arent.atinger Amenunludlledunl Steven kt Unch. PE 100erm 100801020 IGASl020 Pppraad /fir Callearlc NAnd— (941)48b0100 (706)315.25H C,Yaorin Windows (717)385.T300 Manufacturers Association (71T)31748454 � „ CU ch 13mbCdagby: ". Hong ingwskerpJlbnduadeac &&OMgW. Hurbonnal Slow bsahgelrg.W— 0 CoopBence Method: Cw=cwb- Men a Lhtlng Om Compiler" MNIOd Cb tea%w Mark Or Lea1g ,. ..... ^ 1 runiaAmbilo gMIrbLAieerana ABm Mdlbllk, AmLmmiforta small Dasim aaimLAPrLInou. AM�dfwUn A=Md CCUN lmes9t atom 0 O HVMZ seliKat 1, HVI i glamomm Rat EMNLM awnProduct thmajoilort In $tddLk11$1Tr PI!■¢e. 0 L _ 2 81,15400 Flange here impact) Very[ 0.91. Hung Mind- 07r302025. YM Yee Ym WA 1 He 1a8 Flrt and Flare. Frdm 7342I—fisted deers 02MBDO24 No Yes No .550-0 ICU� `� CC O 0 > An E O (D CD F- E . a- C/) Q Florida Departrnent of Business & Professional Regulation Par i di Building Codes and Standards I &MI Product Approval Application Detail rd/e I mBt9r Pete ab4 ➢ut,Proam are mBt Yrnim B Sit BmlosertllBeoa valuated lk yoldMd Btamittffi Pao A-1-al Am,w9 am& Reiman 2D20 MI Nfidawe and Dorn Bent Sluneer Lute R Lams, PE Starer All Urieh. PE 100082020 101derim IOJI N020 12MS2020 Approved tateaay: VAndew. (717) M-3300 PE-6T514 (717)317.8454 aWona 'ye Muaons corn couplion" McOed UnWaflon Repot tom a Fladd.Regislsrad Architect a a Uamsed Flakes Professional Engine. _. AmaeedwU,a MvoredfarUse, Immd Pfilm Awl 8a0Mt a InMVAZ z Algiltl P.—no 2 57B{ Vance! 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Nuirtior or losses amakAummm Prenlixtigaserlondon ABMrdldher tiu &mammLlm.IKa inMV1i outside MVMZ duo& Ree■alt ➢team Pressure 1 ITW SCGAA01ne Haher abwgm,H &..P; SI heal Cameda Plate 12r312024 Yes Yen NIA WA 2 rW.SCGANpim Mind. Rea Meal Connector Plea 17r312024 Yes Yes NM WA 3 rrwwx>7Aom Tu4 Metal Comester Pat. iV3I 074 Yes Yen NIA WA 4 rritiSMAA10-Wave Mewl Connector Plot. IV31=4 Yes Yes MfA Ruh Florida Depatment of Business & Professional Regulation P■O.I or Building Codes and Ste rwbod4 VAAW Product Approval Application Ddall GM Enthor an MR am Dab Panel- am tali Xsnlm MnKftmror coda& joilithow a License Vaeaead ev Valuatd .366daffi FSC ABdtatld Am Revision 202m CAST-CRETE USA,. LLC Craig Pemh. 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Ike Pr!!mermt 1 V40ons frAll Dates an O Vnedaws Auminum Muaons DrJte72026 Yes Yee Yes WA Florida Dapertrin" of Business & Professional Regulation Pape I or l Building Coda$ and Shandards M2021 Product Approval Application Detail r2k Inaw ter VAN, a" 20 PaildDa sm mm vivo- !lam 99, EndnardLirmn i( I(MW" JWNZ Cal ABmgaO ilaNLL R.W.k. 2020 TAMW Buidng Products LLC Kern Eden Robert Ntmltmn Joh n W. KnwNdh, PE 1004rl= 092912020 10n22010 12/152020 App—d Cateaow RooMa (417)62441644 P659168 (954)Trl-SM4 $Wod"Pur. Undledaym aims keM_soen�lemko.h:an COMMM b Ndho t tVeuatich Report tom a Flomla Registered ArMled as Licensed Flake Prd.ntnd Fo"w Quality Anuam Aeeravedrauaa AMWWIaUse it" Product MOM, *mibrrNam Product P D ■W InHvt Duh*bMM Radeta64 Pressure I TAMKO Rod UndeMyrn,nb(HVt4) Roof-drdW—,Ate for we in FSC HVHZ 10/18122021 You, No NIA WA peisdedons. 2 TAMKO Rod tlnad.yments(NON4IVFU) ROOundedsymmts fa use In FSC mniiVM 1M7a2021 No You NIA WA )at.licfbns. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page t d3 117=1 cam am allilk onto m no mat V-1- canted l�akJ— Vsldid" lBL ValidatedValidatedIlAmtid p AmLOisf LWm R4W&W 2020 grist Routing Anderson Rabin UPMO uniform Ev,lulow Gary W. Walks f 1A92020 111=20 111VIA2020 Apprawnml colagoy: Robbie (801)3804MI Some"LLC. (205)8544)160 auIeCatogarr. R: in$Tiles Robinm�nm@Oorel.co CO"Agf"Pd O6: Evduuidl Report ban A m Pndum Eva lwam Ea1tY ..:Quality Assurance, Aaaewdfor Use :. Aeorapo for Use twm atIAMl dA3r ! in Mum al god t S4smY-Saw.MMa; Gauntry Slot*. Spit did Web FW CO MIA � Thad, sew, kmadl 17 61oony600-UN. Shako AwnO; SON Shake FIN Profile - Stockton. CA ImIrmo No Yes NIA WA 18 Sedmy600- 80. Shake kemp; W Shaw Flat Profile -Room. CA 12/ QMD No Yes NIA WA SBaarity770000-Shaft. 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Number or Vanis Pr4>ilZ oftemadhal owned lrmlmillm0la In KVHZ outside BteaYlm 1 Gushy ftomn or Cmrrmerder Comwe Produw R4COM and Preet"md Concrda Unat 05r=24 No Yes NIA WA a z z W J V C: 0 -0--i co U cn -tf 0 0) CIO L— Q CL c'no U V O Lr. °- Cl) U m m W Q Z Z a J a SHEET NO. PA 1.1 IF N N Cn V! U N 0 - _0 N = N � O O i2 i� � CU VAS' •+� `v O O O 0 C O ILL Product.� 0 b- C O ''6^^ .� VJ Q O ■ U ■ O W Q 0- U O L V V/ V W Q Z Z Q J d SHEET N0. PA .2 Updated , Updated Simpson Strong -Tie Zi)20 FBC Approved Products Updated ,2r3wzo2o Simpson Strong -Tie ZUZO FBC Approved Products zr,>Arzo2o ®Simpson Strong -Tie 20Z0 FBC Approved Products tzrJorzom Simpson Strong -Tie 20 FBC raved Products 20 Approved Up dflted,zrsorzozo For tlteet Inks to ell SST approvals listed bNOW, CLICK ucaE For Bradt tales to all 887 approvals Iahed bNdw, CLICK ueec For dlredt Inks to NI 88T approvals Isted dhow, SUCK HERE For dtect Mks to all SST approvals Isted dhow, CL rCr uea c • �W,4412m' i N