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HomeMy WebLinkAbout39914 Harmon Grove Ct�. �.�... �......, ,. ,., ,.. ,-.. .. , � n.�, ,� ..,,, i. par 1 If" I I � r., m 'I u• a v -v 0 0 J 0 0 CV a rn O r� N A ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or 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 SO 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 K/WALL or KlWall 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 orVTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ orw/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt, Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or 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 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150-C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA D FE-1 El 1:1 E F71 FE7:1 1:1 E 1:1 F[7::1 1:1 F] [7-11 0 E 0 E: I IF: -]� F1711 17 1 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB 12-15-20 4.4 OVERHANG OVER SGD REV. TO 3' PER C.M. Ism 12-19-20 5.0 FBC 2020 CODE UPDATE 1941 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS G 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 titieblock 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. N 0 N a s I~E4yir6 •�\Ci E N • • �� r t ip .7rJ© STATE OF :•� j :• r. +. To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N 10 QO V E C)M � v toF O r ci 0 N N or y � O J 10 at ", w M 3 ,n w rA(N0 a M J a LL w rL Y 4 Q; 1rJiLL vS cn wa W Z 0 0 0 0 r m 'm c5 cD 0 LL O -J W CO Q IL IL 00 N M Z a R fn O Z00 U —J En W ❑�� z N O z z � � J — IN M z W (D� u- C W n a V � O— W N C w (� wigW to U J — O EEt " L z ICI C) N Q N �� oco C.0 Cl)o Z Z < LL Q E ZD Q O >N Q V ?® E °03 XO 0UU o E a� <o o� wZ as L . � ¢❑ m0 o oZ c C Nm Z' Z a� J ¢ a Z Cn wZ o� a0 Q LL ww CY_ w " "0 Illlllllllll� o cD oz a o� C) V ZQ U� No >U-) m L � 0 CM 0 > O L m p *ft—i 1a) E T r co O T— a, Un T— = M rn N r o� E = o Z Z Z o O E o � m cE U 4i r- a q p JOB NO: 21-2026 SCALE : AS NOTED SHEET NO. C S C) a 0 0 9 O N I - a 0 a E t0_ rn Orr MW. TYP @ 1 STORY / A 1 to 0 LO N A S3 OWNER'S SUITE 8'-0" CLG. CARPET o I N I G 53 (3) 2x4 #2 SPF w/ DTT2Z @ BASE I 5'-11$" I 4'-0" 1 I I 'I c71 I I 2:12 VAULTED CLG. f` FAMILY RM 9'-4" CLG. CARPET ON 55'-10" 721 36 ; 36 5-SH 6" a' DP-- -----R&S ---- I _ BUILDERTO N PROVIDE 1 _---------- I INE I W.H. APPLIANCE p PROTECTION I - -- -+--�$ W,I,C, I WHEN REQUIRED 2'-s" PER FBC I I i B 1-•f^I 8'-0" CLG. MTV CARPET T 1 05 2 CAR GARAGE TIE - 8'-0"CLG. 20'-08, 7'_8,� --g2 -- j 2668 HANSON BOX @ 36" EDGE OF SLAB 2" i 0 I 0 I I Q A.F,F. i BEYOND WALL S I O W - _ 60"46" DRYER VENT K S3 °' N SHOWER THRU ROO 1 p 0&S FIBERGLASS j91 I I x U$- RROU D 'T i I y I ! 1 PT W OPT. D i i I I /XI NOTE: FINISHED U� Q Q►1 L--� WALLS TO BE N M� AHU I FLUSH. VERIFY IN I - - l FIELD. TILE� t ---- - - - - - b K cc D 53 (3) 2x4 #2 SPF w/ S3 S3 6 8 8 DTT2Z @ BASE R.A.G.. - - 4'-0" 11'-78 I I 23'-8" i 1 I I I 6-10" T-10" 4�-T' I OPT. o REF. PATIO CAFE _----_-_ �_ o=-=� -_-- =___- . __] VAULT. CLG. ,�, co �/ D.W. I �O 0o U) CARPET i� I Q c�i > U 3L _ za - 16 .3 ISPcn 1 21'-2" �Sil I _ 2'-2" �� MIV I - l it it ll 00 TILE PANTRY cv zw F 0W TGL .,n� 36 36 (p EP)AD i� I - - - - - --- O _+ 16" DEEP 1 H.B. 7-8" L 10'-1 R&S 2668 - 8=8-------- N 64„ 5068 B.F. BEDROOM 2 8'-0" CLG. CARPET 25-SH EGRESS co A S3 -HDR AT T-4" j 1 Tco 1 BEDROOM 3 8'-0" CLG. CARPET 10'-42' 25-SH EGRESS 0 ao Ir K TYP @ GARAGE S4 OPENING i i I I IVA ina 1� �r 1 • f .:::JIIIIIIi11111�7111111111111C]IIIIIIII IU4068 B.F. • j; BEDROOM :0 : CARPET ERGLASS SURROUND TYP @ 1 STORY HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.OE 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 7 1/4" 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 20 X 26 18 J X 25 4 S.H. 13 20X38J 184X37i S.H. 14 20 X 50 J 18 4 X 50 S.H. 15 20 X 63 18 J X 621 S.H. 16 20X72 184X714 S.H. 1 H2 27 1/4 X 26 26 X 25 4 S.H. 1 H3 27 1/4 X 38 J 26 x 3711 S.H. 1 H4 27 4 X 50 i 26 x 50 S.H. 11-15 27aX63 26X621/2 S.H. 11­16 27JX72 26X711/2 S.H. 22 37JX26 36JX251/2 H. 23 37 J X 38 i 36 4 X 37 3/4 S.H. 24 37 J X 50 $ 36 J X 50 S.H. 25 37 J4 X 63 36 4 X 62 1/2 S.H. 26 37 J X 72 36 - X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 -1 WIDE S.H. 32 54 X 26 52 J X 25 # S.H. 33 54 X 38 J 52 4 X 37 i S.H. 34 54 X 50 J 52 4 X 50 S.H. 35 54 X 63 52 J X 62 4 S.H. 36 54 X 72 52 J X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. TIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE FLOOR PLAN - ELEV-Al. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier " complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 / -32.2 Q +29.7 / -39.7 +28.3 / -30.8 Q +28.3 / -37.0 O +26.6 / -29.1 +26.6 / -33.5 OG SEE SN SHEET �H SEE SN SHEET MONE140 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 1111111111111111 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 "Al" (TRA) 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 20 TOTAL AREA 2372 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) JR-11/R-13 KRAFT FACED k 0 cr.t co LE Vw0, �� o .61 • No PE78750 °°� w STATE r!!!!�l���` To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H W v E M01 U 0 tik CO,O M C J Il N N No a - Q �aLL a z 0 -aa' L O '� cal co 0 W O J Co z N MZ Izz a Ln O Z OU0�U) W ❑00 N M O O Z N z o� < WE3 V) M zCz C4 0 u- +-a w m V Oo cn Ly N �-- z LL oil o (-) ®� Q �Z w M M zz o _� z ¢ C6E_® u ¢= o0 00 O� C> p¢ aw 3 ¢z .g ¢ o m 0 gW _ J .o ¢ �z N 2§ Z g3 a W YIO O � W, zl¢ 'z 0 3 O = OE > IUD O (Dco L � 0 M U O Q Y o C:) 0 C m o r ` co o E3� (� d LO r = M N r O M o 03 =3 N y Z z E O a E U _J Q w p c JOB NO: 21-2026 SCALE : AS NOTED SHEET NO. 1 N S 1'M N O 0 J N N j x rr Q 9 O w VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / co W Q MEDICINE CABINET 00 OQ Oa C) > CV > co CV co M d" co 0 N _o KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET i TOILET PAPER I HOLDER rt CV FIN. FLR. KITCHEN 0 0 OPT. REF. O KITCHEN O 60 co 1`10 C1J r O'LE MIRROR I I LL -4 U OWNER'S BATH BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD Z SINGLE TOWEL BAR IN a ROD TUB OR SHWR. w ` TOWEL BAR a ON BATHROOM WALL SHWR. o __ C� VALVES W 00 = t o C° SOAP � - i� ( 0 00 C) DISH 0 LO t LO O C) _ t Nt O co c� O TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY OWNER'S BATH 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 rr' BRACKET 36" H BASE O FINISHED CABINETS - 0 o COUNTER TOP 30" H BASE 0 00 i O 12 C° 0 2x r a L? °0 FRAMING r' F— t F— C� CQ 1 /2" GYP �? BOARD — T FIN. FLR. 2x P.T. SHELVING CABINETS +=1N 1 1-211 �O O O T N N CV FIN. FLR. j Lj. j j CX ►LE PLATE ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=V-0" 1 p p N O N O %��M1pL.EVv'�. �✓ E IV S F • l•��r�✓� s�(�••, ��(, �:• No-+50 r Q: • ; : c A flF , tL ��,��`�;•L;0ft••,� �ha " �INA lr'tttt3i11ill"d� 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. C, Mir W Qj' E mily O (� Q v V Q N .6 M 'oLL Y# L W U) Cn r r � aN''� � 33 LJL ' U' J LL LL 3 ��Ynn a w 5 _@ C m 13 O t@ 2 ca9co O 0 W � � W �2& Z 0 ILa N MZWD0 O U 0 cD Z W ❑❑❑ Sal M O � Z z o J o_ M O LL C17 0 w o V) . U W J1-- - U�..^*.. if C U N z. U O N Q N o ti w Z �co co z�O L_ zo 0 0 >& Q N 0 wj z® ❑a CI X OU 8'zwz u O o � L ¢ o wo G ww w� W (Q - O z ¢<w i Nm m O z J aW zz �, 3 aw ova Zz go a w W v 40 ti� w >° o O a ti O >� I..V 0 L � CIO U > O N Q > Y o C:) o 0 C0 m O �.� E VV T (0 O = N r T M N T O E c) c 0 Z Z O N m a U � d o JOB NO: 21-2026 SCALE : AS NOTED SHEET NO. 2 12 5 HEEL --------------------- —------- 12 o 5 F4 T.O.M. HDR HGT. TEXTURED o CEMENTICIOUS ao FINISH ON C.M.U. (TYP.) CD F. FL. 12 :7_�5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS nn D �Elr�� �7 1. 00 � El 17110 0 El E [7111711 14'-0" RIDGE VENT FRONT ELEVATION — Al 12 �5 SCALE: 1 /4"= V-0" 15'-0" RIDGE VENT LEFT ELEVATION — Al 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. 6" FASCIA (TYP) TEXTURED _ O CEMENTICIOUS 00 00 FINISH ON C.M.U. (TYP.) — _ F.FL. 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 R703A) 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 co N 0 i'tL`S V Co No 78700 r w !,. STATE OF • 41,► !�a. N P J- ys% S 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 � W E � C 8 � 4t N N O) N xk IJL 0 -o LL W tYJ cnr_ro Ewa N a �c�ia Y Q JELL a LU � rN L N 0 ZLu j O J (n Z N MZ �rna0 ILW O U U 0 Z W 131 1 CD z N M o � z z o ¢ Q J d � M N z 0 LL [n (6 W C3 Q F N O W o CJ W J L _ � N U c u) ¢ ®Q No �� co co W co z o Z U_ E E no }N �� Z® Q m E— o x� ww oU <z ZEE N L owz wo ¢o xLq M N C U y0 m� o oz Z Z C� J a <W z Z aLi oa go n LL �o mr =k CJ o y Z = J O o �� CCU ui< lo o 0 � O > Lo u.. O ui c� L U % O > N .—. Q Y O O /1 0 0 (0 O T CN v M O O7 0') d C� LO r= M rn N r m O a) o CU Z E O co U J 'aQ J JOB NO: 21-2026 SCALE : AS NOTED SHEET NO. 3.1 0 00 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) Tr)AA c a 12 5� ---------- I-011 _ 15-0" RIDGE VENT � 12 51 12 :Z�_5 EXTENDED OVERHANG TO BE CENTERED ON DOOR 6-011 3'-1 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS REAR ELEVATION - Al 14'-0" RIDGE VENT TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) 12 :7__�5 _U TEXTURED CEMENTICIOUS FINISH ON C.M.U. 3'-0" (TYP. ) F.FL. RIGHT ELEVATION - Al 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 shatl 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 J, cfl N tqoPr7g/50 i ZLUZ E OF :•l�r� en A rO l d To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W V E Q O M N n M N v J u_ Q -� N N* LL w fA cnt­ I-L N M V a - w a - LL a Y cc JLL L` ° Z LO vs0 O103 r6O0 19� � N c SwO � O � W c M_J ia Z LLP LL U rp Z W ❑❑❑ Fol N M g W NN 2 o Q Q N4­1 z u- � � o l D �N w ® a (h U J.f IO w o M , � N U RigE L Q U o M c co T0 44 r_ o M w CO z o Z < � LL_ �o 00 Y 0 <N ?0 CL E tZ . oa UO N mO �0 O 0 N <Z W g ado z w L y U m0 Z OW Z ^ Q% Nm a ° Q W �z O z gZ Q °Z a W 3 �� �W Jz s3 Mill CD aF ova Ir z< O T � L6Ca I. L N O L D M O 0) N > Y O O 0 r co O CS7 � Zf 2 N �--• d ,— = M rn N r CY) o Z E O ca `a a o a m U Q p a�i JOB NO: 21-2026 SCALE : AS NOTED SHEET NO. 3.2 i x a CD 4 it N 0 0 0 J CO O CV LZ v 0 N m 2,f 1" %I M iv 2" iv 00 CD 1• VARIES *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" BUILT W/ STUCCO. EDGE OF OPENING 1'-10" ---- ^N - c.� ;- 1z l CAP - 1" RADIUS 3 1/2" RADIUS 1/2" RADIUS 4 4„ 3/4" RADIUS 1!2" RADIUS 1„=1VARIES VARIES C1) Miv "v =N CAP iv 1" 1" 1„ 1„ V-4" 0 cn - iv 2 1, 2 z 1 1/2" RADIUS VARIES VARIES - rIN r V-4" 1 „ —1„ 11_01, 1„ 4" 34„ 4„ r rav 1„ 1„ 4 4z, � rIN 3„ r 3„ 3„ 4 4 2„ VARIES 12" 2 Z 32° 11„ 32' 1'-8„ 2 1I2" RADIUS BASE 0 T • cr BASE. 3 4 • N *NOTE: VARIES 8„ 2„ 3„ to FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES EDGE OF OPENING 2" �_ �_ o�NLj k-�I 1'-6" 1 " 1'-4" ki r 1" 24 CD i O , IN 1-1/2" THICK 1-1/2" THICK 4" 10 �M �- �4„ 10„ 6„ N Y CO -IN r , 4 ,,, 2 N 2„ 3„ 4„ 11 � 4 6° 2„ 2„ <v W Q W ¢ > TN M 1-1/2" THICK 32' 24' _ rM S2' 1'-5" 52' SIN174 1,_4„ 3„ I N -�N 5a„ 4 a 1„ 12 q VARIES VARIES Z'. wy x i 22" • VARIES VARIES 4„ 8„ 3z �� --------- _ N 00 _ R6" d'N 3. iib Q1' �ry 2 44' Vol 6" 4" zo �t RSi�1„ z El _ KEYSTONE F11 b PTIONAL O71 4" GARAGE DR. OPENING 4" - pp _ KEYSTONE F11 OPTIONA!!!A 13" 4 ' 4" WINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED VARIES 2" NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 7 14. 1''64 14 i 12' 54" 2' 1" 1'-1z' 54' 1'-4" ZD 00 1" T-8" 4" 3,_0„ 4" 10" CV 7" cv 04 1" b N 1. N �6 00 O rMl 2 sm M� v , GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH 0 N t0 ,��aaalllas�c� L E k, a ��;�• No 78750 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. MM W AAM(" v E o o M m s � � J LL ®lrffu CIOZ71 cc in N , Wu - a tlI Q cntir-La � M v w w a Y JLLU- � a u �p V _ d C) C6 49 N W =0 O so III W�pj6' Z IL N co Z a to p O U U -j W N M 0 0 o Z! m Z o d J — N N M � v �-J o w U Oo ^N t, / V W J N 3 I z N in 0 N M o W M o z a Q E o E oo Q� z© V Ca a� z0 ww� 00 o E N as s ¢ o O< az � � ra C Y U o z O Q z om z0 Oi > U o. �0 U az Qo a� w �3 L o w� >° a V ¢ > Ln rn coo ^ L � > 0 O CN Q U o O I o 0 C.0 co ^^C,: O EW r T ca O r T- M rn N r E .E CV M z Z E O N E C d U -i Q J JOB NO : 21-2026 SCALE : AS NOTED SHEET NO. F1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11.In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET PqF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET PE�PG GROUND FAULT INTERRUPTER DUPLEX OUTLET FiF HALF -SWITCHED DUPLEX OUTLET f- SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH 4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE @) ��:..// RECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ;O� I.�D EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) I- PUSH BUTTON SWITCH (OPTIONAL) F0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TTV TELEVISION (OPTIONAL) Tq2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR Cr r J OPT. CEILING FAN �3 (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANEL CENTER NEMA1 150 AMP/ 200 AMP METER MAIN 0 200 amp 150 amp #14 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer or 4/0 SER Alu UNDERGROUND Disconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER CO. III 2q VI` V I�p 1 PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER RECEPT. FOR ALARM SYSTEM VERIFY METER LOCATION WITH BUILDER H. _ _ _ IRRIGATION GFIVERIFY LOCATION ---- GFI GFI @ 44 A.F.F. I t W.H ELECTRICAL PANEL I I I OWNERS SMITE 1 W.I.C. 2 CAR GARAGE �/ GFI FOR / ROUGH -IN FOR / 1 I GAR.. DOOM / OPT. CLG. FAN/ I GFI I I I LIGHT PRE -WIRE I GFI @ 44" A.F.F. I I I S.D. / dVP- - - - - - - - - - - J I I I I ' I I 111 I ' Si - I 1 I I I I -- 1 1 I I I I G T OPT. OPT. I/ 111 I D. i � I I I I I � j �� ✓// I I I I AHU _ GFI @ 44" dh A.F.F. FAMILY RM CH ----- ENTRY G ----J�_— ROUGH -IN FOR � -- WP I I OPT. CLG. FAN/ � I I LIGHT PRE -WIRE 3 db GFI U.C. OUTLET ------- I FOR DW 3 3 --------------- I S.D. '"• --.. -_ _ ,� ..-- -''- - - - - - - - - - - - S.D. U.C. OUTLET — G I i ' I OPT. 1 I I 1 FI ----- -- _GFI — REFS— BEDROOM 2 S.D. PA �O CAFE GFI _l-------- GFI // / S.D. \ o ��/ BEDF/�OOM 3) — A BEDROOM 4 L D.W. J GFI \ 1 I / / I ROUGH -IN FOR INK lDIS I OUGH-IN FOR 12 ' I \ OPT. CLG. FAN/ \I I I OPT. CLG. FAN/ / I I � � LIGHT PRE -WIRE I- LIGHT PRE -WIRE !%"\` / PENDANT AS PER SPECS II ROUGH IN FOR I i _ OPT. CLG. FAN/ I 'n / LIGHT PRE -WIRE i — \ ` AC PAD i _ _ - - I o i i 3 GFI GFi I `H' 4- DEDICATED RECEPTACLE WP H.B. FOR MICROWAVE RANGE GFI DISC. HOOD PER SPECS ELECTRICAL PLAN - ELEV-Al SCALE: �4"=1'-0" N 0 N m N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 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 E o 0 g CD oo . :* c\l cm Q oo N U� L a (j)M0� u_ c- Y 11 13 m LL LL d L ?> 0 Z iY 1--ate_° � co � .� r-;; IY O � Mj. Z ILar_ N cce) O U [C � O C) M U) Z W El z o J — U) t/1 N M z C, _ o w C 0 o w cn w u) v �— E w �oil •w, ml U o ° U) ¢ m N O_74 7 o M w M ¢ o Z rZ E O 2 ul �� Z N oa m v �o Qo E— cfl a� o U z o M 04 t 'z �o w°w 'o C <z < mo z� J qO �m }Z oo N. z Qo W » U 3 oLL� LL wg a mw S~ <� �z 6- C) w or to v� zI¢ uo 3 O N > Lo CD co 0 s^"1' W � O M •> i--� Q Y > O C) CL U o R 0 Q0 m 0 wC C f r o N � — mot• � � CO rn N r E � . rn CM o z m z = O E y av 0 Q o a) JOB NO: 21-2026 SCALE : AS NOTED SHEET NO. 4 ATTIC VENTILATION CALCULATIONS - Al (TRA) ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 11150 Rule Ridge 1/300 Rule Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) ATTIC SPACE SQ. FT. Total SQ. SO.T SQ. IN. of of vented IN. of ventilation soffit ventilation vented required needed required soffit needed Total Ventilation Provided SQ. IN, of by Upper ventilation to SQ. IN. of SQ. IN. of Ventilators be provided Ventilation Ventilation (See Elev) by upper ventilators Main 29 1 Floor 2373 2278 325 1139 81 570 573.0 (Zone 1) 435.0 138.0 **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—Al SCALE: %4"=1'-0" Attic Ventilation 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 SQ. IN. OF NET FREE AREA / SQ. FT. • STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SQ. 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 SQ. IN. OF NET FREE AREA / FT. **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = (Linear Ft. of Deck -Air Needed) 17, N O N O cli ova • c�; No PE 8T50 r •• •* r �• ST s OF ••Ll„ "'0 �•t�Jf:J: SUtiyt� 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 a n E o S co n xt 8 N # v Lo 0 m L0 J �tn� N # V, W 0 0 0 0 L a 6mv �°'�c Jty W a L z �Yo 0 o O: -�5-mNtY O Z IL IL N Cl)Z Ix00 3 O -) 0(0z M 7 F1 U M z N M O O z � Q V J D_ N - N c7 O V rl Cl) W � Vm � O U, g N U s ®ll w J r— E 8 u 0 5 Q 0 N O CO W M p z 2 < lJL E QO ZQ o Q O w Z® 0 0: F--- ni x U o OU p O� z O 04 a� ¢ Z 0 ¢n W z r w _0 L r� Y U m0 m0 O oz F' )z z J �� z z Fw z ao vow o Wa 0 -'o O VGO zR aF ° 3 O C O 2 i > , �.^ 1 ! rr L-1� N N r'n W Ca 0 L � 0 M U O > N Q Y O O/� O V./ 1..� � C/�� m O \./ V / C r co O 2 N r • cF d� Ln r = co rn N r Z 0 � N C'M o Z W Z E N 0 e f° a 0 o U -0 m Q p aa)) JOB NO: 21-2026 SCALE : AS NOTED SHEET NO. 5 5'-7$" 6-4$' 6'-0" TYP @ 1 STORY U.N.O. A S3 6'-0" 55'-10" 6'-0" 65'-0" H. B. T-O" EW.9 co r----------+— --- -: ° -- ° ---------T: — -- BUILDER TO �"— ._------, ;- (2) #5 REBAR 4'-0" 12'_1" ; W.H. PROVIDE VERTICALS w/ in APPLIANCE FILLED CELL I O I 0'-0" :: I :: PROTECTION WHEN REQUIRED ■: I :: PER FBC 35 4' 20'-6" 3-1/2" MIN 3000 PSI CONC. `N N I SLAB FOR HERNANDO u? I T t I: K cv J ;n I COUNTY ONLY '' S3 S3 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 MIL VISQUEEN Z-734" 4'-9" 4'-10" : • 1 VAPOR BARRIER EDGE OF SLAB 2" ■ I CJ BEYOND WALL CJ - — — — �N 5-3" 1'-10" 3'-6" M I O I 0 1 Mj� — • OPT. D : VERTICALS w/ in in FILLED CELL I I -3 1 /2" 2' 6"x2'$"Xi'-0" FTG C' SLOPE W/ (3) #5 E.W. S3 ._ _._ _. �� _ 3'-5" T-1" (2) #5 REBAR I :� I ' • F- 2'-6" x 2-6" x 1'-0" AHU I TICALS W/ (3) #5'S E.W. TYP 1 STORY U. N.O. A I K CC : / / I S3 S3 FILLED CELLjin o0 CJ25'-10 '_'_' '_'.__ _ . z.... 1 g'.'.'.'.'.'.':.' °' / / 2'-6"x2'-6"X1'-O" FTG W/ (3) #5 E.W. 1 -4" I L o (2) #5 REBAR INDICATES FILLED CELL w/ 3000 PSI 1 / I PROVIDE Yz° x 9" 10 CONC. GROUT FROM FT. TO BEAM / /f�' RECESS FOR FRT. OOR SLOPE �� S3 C9 LID VERTICALS w/ in W/ (1) #5 REBAR VERT ABOVE SLAB / % / — HVAC CHASE TOP OF CONC./ PAVER T BE 4" 4'-0" 4'-4" 4'-6" FILLED CELL I / / TYP @ ALL PLACES SHOWN / / BASED ON 0'-0" / BELOW FIN. FLR.::: ' 'W ■ ■ ■ ■ I HOOKED FTG. DOWELS 5" EMBED I / i I , • ..... ' LOCATION ' ' W/ 25" EXT. ABOVE SLAB "GRADE 40 / % / ::::::......... : ::::::.::::::: ::::: ; ::::: :::::::: 1 l._ I STEEL" /i/ ----------� 4'-0" 16'-10, 12'-10" o ;t STEPS AS ; PROVIDE 1 Y2" RECESS REQUIRED PER FIELD I FOR SGD. REFER TO / KITCHEN ISLAND : MASON'S SLOPE FOR / / OPT. .: ..""""""""" / LOW WALLS iCj: 10 1041„ I CONDITIONS WIDTH / i ■: CJ I — — — — — — ------� CJ REF. CJ--✓-�! ■ _ _ /i/ —I — SLR�D ii Oil 1 // F CHASE TO 1 I .. .r.... oo I o... I DI ° ° i I 1} t STORY U.N.O. - A v o .v- o I .W. I I bo L�------ LID LO � SINK /DISP01 L- — — (/ i / 16'-0' 2, 94., 6'-10" :: :: ■ - / / • I I i co :;t . . L----0*' --- -�---------------------I-- --- -+- -------J - ..............------�----- ■ ■ IN ■ ■ ■ ■ I IN ... * , * * 110 IN ■ H,B� TYP @ 1 STORY U.N.O. A S3 Z-109-11" 1 5'-11 FOUNDATION PLAN MONO - ELEV-Al NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE 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 114 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN w cn 0- CONTROL JOINT DETAIL SCALE: 3/4" = V-0" .• "� .: ' ;;= #5 CONTINUOUS ' ; :: �' •_ REINF. SEE FND. FOR ' " QUANTITY ' #5 X 25" X 25" CORNER ' ' ' �•' ' ' BAR ONE FOR EA. HORIZ. REBAR, TYP. • U.N.O. ., **Alternate: ' The reinf. bars shall be ;�; •'; f � ;r.: ;�; • ;{ cont. around corner by cold •; • •: bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" r _ N 0 Eq�, =� r' �• No PE7S750 10. '. 40 40 Or • ' =,• E OF LU fi' &j gT 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 Engineers signature and seal. CD W a tE o r�i r` (0� c—, ,a N N � J 0 N ik LL W a tq cnNa LL wa Ly JU_u_ aL O Z_ r � � �S o e 1EE 10 _• ILW (0 cp ¢ a a O N MZ pV 4L U_j U) Z W z N M o z z J U � N z ty CD o co N W tE � j U O U1 Ln W a c rn U mirv„ W J ♦— _ >_ O all • w® offibL U o c co d ¢ 0 4m co � ffi co co Z Z O S Z Z 6 J W Q E y� wo Y >o Z Z® O C x� x� a� UO �U OQ z G fu o <= wa aZ wZ w ip ¢ O m o °z zF ZU(�) Q Q� wo �Z Z fn Q o< OLL LL go T w c'> W g a = k �- C) y� wa =3 o0 xo J O co � o � aF o — O E2 L6 O N Co W CU 0 i � o M o m � o .� E - r M o O T— �t LO M o Z (0 Z E O E y � (p C d U d d C JOB NO: 21-2026 SCALE : AS NOTED SHEET NO. 6 li ENCLADD ftND RSH IN WIND PRESSURES ANDOSUUCTIIONIS FOR MEAN ROOFOHEIGHT <_ 25 JIND SPEED (ULTIMATE) 140.0 MPH AND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 2T DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[6:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 --, -------------� --- , - r `O ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE):,` ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD j I ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ®I I ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: 0 Q I SHINGLE: Yj ' EXP. 1 (24/6) or 1%2' EXP. 1 (3�116) j ;@ TILE: 15/32" EXP. 1 (3�116) f NOTE I ' 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILSf- 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE a=4ft 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. 0 0 cn CD CV -.d- 01 tY N -v x 0 0 `5. co N I ci aci -v v+ C 3 FU— 0 ca E aNi E 0 v c N E CD VI y U i cL E 0 J I7 0 N UPLIFT CONNECTION CROSS-REFERENCE MARK Q SIMPSON STRONG TIE CAPACITY FASTENERS CONNECTOR SYP SPF USP MANUFACTURING, INC. CONNECTOR CAPACITY FASTENERS SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" 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 1 112" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 112" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 518" DIA. BOLTS TDX2-TZ 3295 --- 2 - 518" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x3" 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" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/106Q ** 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 1006 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) 114" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 112" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 1 12-10d SPT24 1090 12-10d HCP2 1 590 555 1 12-10d x 1 1/2" HHCP2 680 570 1 (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. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24' OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 va WO (A) STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS j (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. R 2CONTCLEDGER� cUE o 0 wE; IL L CN E SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN — ELEV-Al_ N 0 N r��r+tllwBa"1,�;I o PE7$750 •ems Et 0F ST, 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 signaturAga e and seal. N W 4 ,t E � 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 / . 0 Safe vertical load Safe horizontal load \- GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS ,';Ili: ,'ji: �.' 0 0 0 0 0 o 8F8-1B/1T 8F8-0B/1T 8RF6-03/1T ;'� ;" ACY © © O O O" O 8RF14-1B/1T 8RF14-0B/1T o 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1T 8F32 1 B/1T O O O O 8F16-0B/1T 8F16-1B/1T T) © O 8F20-OBl1 T 2 FORM & GROUT SOLID o �W o #5 BAR CONT. 8F1 L2/`--11/�JB/1T V T" LINTEL DETAIL SCALE = N.T.S. 1 P i TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F 16- B/1 T U ¢ tNOMINAL, tQUANTITY OF T' WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS cif pr�intels = 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 = 4900 psi. 6. Rebar 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. #S EBAR IN. MIN. AT TOP (1) REQ'D CL/211 EAR ALTERNATE POWERS STEEL LINTEL i° d O d 4 a .M.U. #5 REBAR AT TOP d° ° a GROUT MIN. (1) REQ'D ° Q o _ D 1-1/2" CLEAR o d a d n O Q L, cn < C.M.U. d 5 REBAR AT = - rn w Q O BOTTOM OF cn oLu LINTEL CAVITY M v o Lu xO \ 4 o -BOTTOM o it ci Z REINFORCING X ¢ 0 6 9 7-518"ACTUAL PROVIDED IN LINTEL °z w ¢ _' Ci cNo Lu D D �o �, �° 5 REBAR AT BOTTC AS INDICATED 'NOMINAL WIDTH (VARIES) U) v� a 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 CD cV N O 0 4'-6" LL 4'-6" LL O 5-10" LL LINTEL PLAN - ELEV-Al SCALE: Y4"=V-0" 0 N cfl t•;arr "r` F". CCL JJJ w�ti " r P E78750 • No r CC ti ATE— OF JJi ' • ( 0 R' �Q1,tee 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. F a CD n o E 00 o m co n �t N I, N N 6) C J ei Vi r r a J w a m V u- a Y L I^ V J LL u_ C o Z _ O N m 00. O � W c� ¢ ¢ ¢ Z ILU a Cl) a N O Z N . . o0� cvn W I V Ch !P Hal 1 z No Z mia J U)V) z _ 0M CD 0 N w LU O N w o in (� sky F- U w m J E mlh t _ � m look C) o 0 rn Q N d1 o w Cl) z o z z ¢ vi E =o W O > N ¢N ECID z® O a �0 Z O 04 it 0 p¢ n z UK a Z (a z < U y0 O O z Cn <W zs ¢ zz go W d. ? U 3 O� �� ¢o a mti Fr oLL Q =� o o�a a° � O :3Z > Ln Om CO � L 0 o CION •' .-. Q Y ' O O E � tt r-- � `m o O = 04 �-- O d L() r = Co rn N r E 'E(� a) `y Z z E O m `m lL 0 U J Q ❑ J JOB NO: 21-2026 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. COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF I IN ANY PART F A BUILDING WALL ENCLOSING THESE E OS GLAZING 0 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 ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN 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 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 1,11.6. "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 WITHOUTWRITTEN 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. ROOFTRUSS 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 I VERTICALLY DOWNWARD AT THE TOP F THE GUARDRAIL OF 100 PLF APPLIED0 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: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2• SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REI NFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4. 1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD, 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 Yz, GROUT FILLED MASONRY: Y4, 4. 1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. MODULES OF CONCRETETYPE MIN. 28DAY ELASTICITY DESIGN (fc) DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4,2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS): 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4, 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4,3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7116" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4, 6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, 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 W1 TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/9" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5. 2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87, 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5. 4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4, 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 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. & 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 sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 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 trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. mortar along the foundation perimeter 9. mB st be removed be�oreeexterior soot treatn 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 by a licensed control company before a certificate of occupancy will be issued. pest The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed; loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF 1-39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF /-29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW I NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 1 r` a GV 0 cat 0 M 0 w'Q ✓,` ,�)E xN ........ , E78150 w it w -0Sq wu r � � 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 U) W E °° O CO# 8 N hmom t� fO CO��o ui a M a (N b U. a Y WLLLL a. L C)00 -arn I� '�6 N (O LL OJ J 0)2 ¢ Q Z ILW a M Z � rn O N O U U M � N M _ O o 2 N � J Q V) - N M z M Q) CD a ll O w o U _ e m 8 zlr,. U' N m .41 C:,w co a Z Z = i> E� Q� 44o ni EE CJ Qo �e o a 0 t- C R �¢ o O O¢ oM N ¢z .0 wW J U Z _ J yS QW ni z o o� ao �w 'S �w ¢Y �0 o a° o M > Lfj Om 0 L � O > � N _ < Y o C:) o 0 C m O T co O = N r � CD T TT 1 M ce) r W ff D N M i6 o Z z E O c a E •• U _j -o m Q p c JOB NO: 21-2026 SCALE : AS NOTED SHEET NO. S N x Q c" v v 0 0 NO N a -a- rn 0 to CD N 0 J N N 0 N Backer and Filler Block Dimensions BCI(5Joist 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 _ + 518" 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 2 x _ + 5/8" or 3/4" wood panel panels 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ' x / 1/8" gap / / 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING)/8" 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 1/16 code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 00 0 5'-0" a - C7 STUB -OUT FOR 0 1'-O" o o GAS METER dLo 0 O CV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-Y (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" 110dl nails at 6" o.c. Q "/ Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRIG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges FILL CELL w CONT. #5 > STD. 900 BAR HOOK STD. 900 HOOK BOND BEAM SIMPSON MGT w/(22)10d NAILS TYP. �GIRDERTRUSS �— CONT. #5 BAR 2X TOP PLATE 5/8"D THRU #5 CONT. BOLT FROM BOLT FOUNDATION I TO HIGHEST BOND BEAM STEP l BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. }Small gap 2" min. 2" max 4 max. Q Clinch nails when possible Tight fit U 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist Bearin Location Series De th End Intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5- d BCI 6000s® 13CI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/ " 3-16d 3-16d 1 14" 5-16d 5-16d 16" 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* �When joists meet over wall, provide 1 3/4" minimum bearing for each. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. 6"" A 1%" ROUND HOLE MAY BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y2" 1' 21 DO NOT CUT HOLES LARGER THAN 1 2" ROUND IN CANTILEVERS. ► _ _ _ 16 1114, 1,_1,. 1, 2" 1' 1'-7- 2-,6". S- '. S'_10- 4-g° 5 76-4° 7 r 20 1 1-W 1.4' 1'-2' I 1 2.. Z-0 3-W 4-0' 4-19' 5-11" 16-11"1 7'41"J 8'-11 24 1 T-G' I 1'-1,. 1. Z. 1! 3,. 2"-6 3-7- 1 4- 6-10" 7- NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS, 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1 z" 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 1f/2" 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. LC SIMPS( w/(22)' NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION VAIN. 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 tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when VO.6XJoist required if hanger flange is laterally supported by joist hadoesn't meet height 0 requirements p depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM--/ ° SEE PLAN FOR--'°• a . • •, ° FOUNDATION INFO STEM FOUNDATION —GRADE ,—REINF. SEE PLAN /-Vk, UMAOM 4 t VU SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. �® LOCATION OF 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 PLUMBING LINE PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0"— CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE e •' a�e : e \e • aw •� 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 a e4' ° / ed G e d A e a c c 0 SEE FND. PLN. SIZE & REINF. 0 N m N n Z � ` ���i yam'`•`'<� � y `'� • tlo r E78750 -- ,— 7�:Ctt:Z ' •111� 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 c) Q �E� O M 3 N N 0 4 rnI.-r-� -a mv "" - w a LL ° Y a=� Z � � ° � ro N m O2 w X W N�rnrn 0-, ¢ ¢ Q Z N coz a W5a0 ZpV U= uVi W ❑ ❑ ❑ z N � o z (D J Ul N M LL T o W � O-� cJ') w S rr U � p — — E Rio W L c 2 2 ®® o c w M o z 2 u_ Q E za > Z 4 E (6 t— �o X S ❑a Qo z, " z 0. O o< da ao ol °z ww cV F_ L d� o m o M _ c " o Z�=Yzz a) m ' < W 1 co . ¢ o< z z o 56 U < z �W 't d�o Is >O mi o �Y• w ¢ z¢ a Ova .N O LC) O m (D L � O M O Q U 0 C) CD C co `/o (D T a/��� VV/ r ca o r Lr) r— = M N r C) E _ M z z E O E cn 2 `m IL 0 ¢ 0 JOB NO : 21-2026 SCALE : AS NOTED SHEET NO. SN 1 0 -R7 'x N CD CD No N 0-1 i G N C) iu N 0 0 J N N 9 0 J N r 0 N 0 0 CL 0 N _o 0 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 P") VARIES INSU 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER -J CHART ON FLOOR jPLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL U 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @11 O.C. W/ (2) 10'-0" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B 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 114" DIA. X 31/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1 A METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER o ° SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM =11 �1 I �I I (=I m I —I —I 11=III—{ I 9 I-1I--.L ° /047=11�rj 'D7158-CLASS G or H, or ASTM 1=III=III-, D3161-CLASS F, IN ' � 111 111 I I I=1 ° ACCORDANCE w/ TABLE ' 1j=III—I I1=I I—I1 I-1 11=1 I I=1 I=III=1 11=I R905.2.6.1, FLORIDA BUILDING I I I1-1I I-III=l III -I I I I I -I I CODE 7TH EDITION (2020) 8 -11-I, lI (I I�i� LI Iil I I- I l RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0 S3 ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS 8 x8 X16 KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL 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 M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W16X6 n- NOTE: EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE 00 M _ 6 MIL VAPOR D -I 00 I= - z I I BARRIER , p 4 11 l e . � _ T �I COMP. SOIL. ° (COMPACTED TO 95%- MODIFIED PROCTOR III ] 11==f11=1 I I ASTM D1557) 3" MIN. CLR. ON 3 CHAIRS TYP. REBAR CONTTYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE U.N.O.4„ 1'-8" (2 STORY) UO DETAIL) TYPICAL WALL SECTION KA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 f/2" DEEP AND 6" BEYOND - 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY. w/ (10)10d NAILS _ cli 2x P.T. PLATE TYP ASSUMED FINISHED GRADE MONO OR STEMWALL z FOOTING MONO SHOWN00 FOR CLARITY _ p _ o o ° o—III I I III III —III ° III—III—III—III-111-1 l I- z o NOTE; D ° I III I i l III II l I I IJ 111111/1 l l l l N 1E=I l *FOR BEARING WALL { I I I r W/ UPLIFT ONLY I � 1=III-111-111-1 —III=1 I I—III=III—I ' � I i I I I I I=I 11=1 11=1 I I—III=1 11-1 11=1 11-1 11-1 I ITI i t—LI I —III —I 11—I 11=1 11=III—III—III—III—I ` I1�-111.=III--III,;,1111�1111111111,,111,,1f1-III=TI=II'— FRAME WALL TO C.M.U. WALL CONNECTION KD SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-O" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" o . ° a o GRADE00 —I • ! I I,' —1-- — _ 11 C —1 11-1 1 I-1 11—I 11�I ' _ -0) #5 REBAR w/ OPT. �I ISCREEN 11=1I 1=III I II ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND PAVERS / DRIVEWAY EXPANSION JOINT CONCRETE SLAB 14" 13" PAVERS O.H.D. RECESS z O.H.D. RECESS M r ' — ..I 1 I II I I- I111—I 4 _III=11 4„ [ °_° � � Tf II�LI • . •, � I I� T I —I I �I I � � . . I_I I- .- =�TI f-1 I I=11 h 1 1 I F�=I I :ate: .. I= 11- LI SEE AlS3 OR J/S6 SEE A/S3 OR J/S6 -I I I 1 (lll I , I iIII- FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'4" (1 STC RY) 1' 8" (2 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH I \ I � p D '�=T=:-I I 6 MIL VAPOR BARRIERI I COMP. SOIL. (COMPACTED TO —II 95% MODIFIED PROCTOR ASTM I �' I- ��I I F D1557) IIIIrrrT'rt �i=�� 4" 1'4' TYPICAL EXTERIOR FRAME WALL F( 3/8" MORTAR BETWEEN SLAB & BLOCK 1=1 Cx1 rn Alt SEGU�� 965. 2x STUDS @ 16" 0/C �o.M o S INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. @ K.O. BLOCK SIMPSON SP1 w/ (10) 1Od NAILS @ EA. STUD 2X PT PLATE " " 20MIN. LAP [24MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi FINISH GRADE °O 25' MIN. LAP (30" MIN, LAP] [GRADE 60 MIN, Fy= 60ksi] I I I1C�I I I—_ °° #5 REINFORCING BAR R 1 7/8° —� 1--� r 2 TIII I II #5 LAP SPLICE _ .__......... _. ING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. Zx 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 014" `0 CONT. BEAD SEALAN INTERIOR .d , CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB QA e t\ CV M 6 MIL VAPOR BARRIER"' 4" 4„ INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" 2X STUDS @ 24" O.C. U.N.O. GARAGE zzzl1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS@ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 r WWF OR FIBERMESH °' a K S3 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF'�� SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. x SEE PLAN FOR /i!it, (2) HTS20 2X4 P.T. PLATE os.B. COLUMN LOCATION SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS U-0" FIN. FLR.jh, NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM a END OF 2" x PLATE W C U a ° D lL II —III —III D • LLJ (2) #5 CONT. =1 I E-iLl ON 3" CHAIRS 8" (TYP.) 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 21 6x6W1.4xW1.4 T WWF OR FIBERMESH ° I—I�(�f--1��1—I fT— I I 1T - J":I —.III T 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=1'-0" �S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH FOR TRUSS CONNECTION INFO �N ° & LAYOUT DESIGN a a SEE ROOF PLAN _ — _ ° a ° ° r� I7 FOR STRUCTURAL Ev 1Trllrll BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w! 7_z� 1II�I MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 �* �' '- 8" ATTACHED PER NAILING FOR REINF. INFO. SCHEDULE OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SEE PLAN FOR STRUCTURAL SLAB INFORMATION. COLUMN SIZE AND BASE CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0" S3 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS MASONRY WALL AND AT 8" O.C. PAD FOOTING TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD _ d SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. �' ' SIZE VARIES PER PLAN ci w/ MIN. (2) #5 VERTICALS 0 zGRADE a FILLED SOLID (SEE PLAN FOR — — — a SIZE AND REINFORCEMENT) c� ; I I=1 I I ai I=III III —III -I' z = —III=1 III III III— w t= a w I I I-1I I I_I I_I I- z BRICK PAVERS or SLAB PER o o Uj `n '" • �� _ _ _ - z_ a COMMUNITY SPECS " co — _ — `�' 00000. ° �•0000��oo�� .• -.LA I �—I —III—III=III—III I I —III—III—=— .FOOTING -III I I I=1 1=1 11=1 1 1-1 I 11 1=I I I-1 I I— 0 11_'III� I111111III- I , L =III -III BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. 13 N N ro a ett:ai=e�;"k3�� Wit()fe ;.lo PE73750 • ,t A �.,.. 0 8 > p,. %: mow• 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 H n W v E a co 8 (0 N N p 20 v J 0 N CDa = Q JLLU- a Z Y 0 R r c? .0 z LO N LL 0: N O U U -j W W ❑�❑ •12 N O z o � o d: N M V) a s v co O w o .) r— c) LL1 J E i r 3 oCD Op Y N • m o C.0 w z za o LL- w� >� 4R QE ® WO Ze oa FC6 x' a0 � C'U °_ o � ¢0 0 Qo wz in C _ N Z$ OY U Nm mo U� Z J ¢w �z 5� a 0 = oZ aF r o OKa yo O= ZI4 O 'y L, O N m CU L 3 M U O � N .-. Q LL o 10 a o C7 CO H m O W E r r Lid r r M rn N r- O E CM .c N Z Z y E OIn co C m [3 E v U -j Q CC c JOB NO: 21-2026 SCALE : AS NOTED SHEET NO. S3 (MONO) S 4 CD v v vi O 0 as 3 a 0 E v E 0 v c J r 0 U 0 0 0 U 0 N (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PLAN 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL (2) 2x HEADER TO SIT 3/4" FURRING STRIPS 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 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 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ PLATE EVENLY WALL IS 1 1/2" MAXIMUM HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR IVNVALRIOR� ❑ ❑ ❑ FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/(1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (np) 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. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL Iv- DETAIL "\ / I — TO DRAIN CL DOOR OPENING DOOR OPENING ❑ ❑EXTERIOR � ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑ 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11"DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S(� SCALE: N.T.S. �S�4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED ] BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 4 v d e d d d O d 4 � d g" STD. 90 HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: Q 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. 0 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. SCALE: N.T.S. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J LU r 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 C.M.U. GARAGE DOOR —TRACK MOUNTING BRACKET TROWEL FINISH SEE �8x8x16 GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a 4 d a a SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM i MOUNTING BE 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. t���/44!640,v 2x CRIPPLES @ -� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10dx11/2"AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING - VERTICAL JAM 5/8"DIA, x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P.' J-BOLT TRACK BRACKET vvvn r nrwn W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" 0/C FOR 2"x10" OR GREATER HEADER ri_N� `—(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, O� �R 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. SLI GE SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/Sl AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. SIMPSON SP2 wl (12)10d NAILS AT EACH STUD \� 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 BARRIER 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 ( )Uj O/C FIELD a 2x TOP PLATE CL V 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _= CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO, PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL---- W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. -PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C, (14 SPLICE NAILS TOTAL) EA. SIDE OF • SPLICE STAGGERED • N G 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ 1AI 16d TOENAILS TOT6PPLATE 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 P.T ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL a SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON SIMPSON SP4 SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE 4 2X8 P.T. BOTTOM P ATE D 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 " SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. i & NUT OXIED A.T.R. 2 & NUT C 0 BOVE OCKING 2) 16d TOE NAILS EA. BLOCKING ?X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED t8"X10" J-BOLTS Z-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. / STAGGERED STAGGERED o a 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) TRANSOM FRAMING 0 o BEYOND. , - N -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD 0/C BOUNDARIES 6"O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY ( 1 SCALE: N.T.S. N 0 a (;j � • PF-79750 w tda : CC r TA3-- OF w h : <!j �I'irMi:4�'" To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodda 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. 4 of� N8 N� j\ o N. 6.- 0 W 7 o TO InN9k �titi- LL W - - a ajM C) 10 a. 11J S Z L � � � (0 �_q—° w W ��°"'a. ¢Qa IL co o N co Ja0 K V! Q U y Z O U W 000 z N M 0 z � � J m N z v axCo � 0 � w m 0, 1 (/ur)Cn � W Ly N w v m a I ^ zj� C H- J E U V p y (ti (n Q W I N O O C♦ .41111111 ti CD � 1! z a Q0- LL_ E o E oo ¢N z® U m <� zo O ¢ o� =U U UK o N I— a z qo QO Er a wn L Cq C y mi v in J m Q W F zz W U 0< z wF NLL 0 o < }o U � z< q d O� U� .o C = 0 > LO �r C m co L a)v0 co C N Q Y0 > C r1 0 m ('J (� o r r E N � r 2 N r = co rn N r rn -EC)M N 0 z E E C)a = n E 0 _j a Q 0 E JOB NO: 21-2026 SCALE : AS NOTED SHEET NO. S4 0 cn 0 0 J to NO N Q 0 0 J to a N a) 0 0 J 0 N N SIMPSON HGAM1( w/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (i 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN, FIRST 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 UNSUPPORTED, 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNS IF >9"SEE 10/S5 BACKNAIL w/ (2) 16d NAILS —\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°± / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C: EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ �• AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1 Od & FROM LEDGER TO • SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. • BLOCKING ' 7116" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" 0/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"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING 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)10d & (2)10d EACH JOINT w/ (3) TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 112" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP, TOP & • (2)16d NAILS BOTTOM ATTACHED W/ (2) 16d TOENAILS 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 TE ON TOP 0d PANEL BLOCKING, WEEP SCREED THE FIRST 4 ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" 0/C SPACED 1/2" x 8" "J" BOLT @ 48" 0 CL() 2x4 "T" ON TOP OF PANEL (2)16d NAILS @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4)1/4"x1 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" 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/ 3/16"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"x2 1/4" TITEN @ 4'4" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 1 O.C. MAX) w/ MIN. 4 2 1Od NAILS & (4) 1/4"x2 1/4" 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 BAYS) ON SHEET S5 FOR r r X-BRACING, AND TOP r SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION coSCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES - 1/ (2)16d NAILS `° 0 co 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING AT 24" O.C. ON TOP OF 2" RIDGE FASTENED AT X BOTT. CHORD FOR 4 EACH JOINT w/ (3) TRUSS SPANS It 10d & (2)10d TOE ATTACHED W/ 2 -16d NAILS @ EA. END 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" 0/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL _ FIRST (4) ROWS OF O/C w/ (2) 16d (D - 0.207 , L = 4 1/2") OR EQUAL TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3-PLY MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/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 10dx3" @ 4" O/C 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. SCALE: N.T.S.S5 55 MAX. 9" UNSUPPORTED, 8d @ 6"O/C IF >9" SEE 10/S5 t-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAMI OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION OF THE LAST LAMINATION ( ) 2x4 "T" ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING FASTEN WITH 2x4 BLOCKING WI EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 1odx3 @ 4 0/C (2)12d TOENAILS NON -LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION 0 g ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 11NIMUM 2x -ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT ..,., .....,--- .......,......... . ,...0 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL S5 12 6.9 MAX. SCALE: N.T.S. S5 GABLE TRUSS 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2X4 #2 SYP w/ 1 Od Xo.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. SrJ L" BRACE W/ 1Od @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) z w BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. a� NON - LOAD BEARING LOCATION UNEVEN CLG. � ) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. SrJ ADDITIONAL INFORMATION. 20'-0" MAX '7 BRACE SEE DET. J/S5 n 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'7 BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O,C� TYPICAL 11 GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" OIC GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. LlI =i NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED LBOTTOM 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 I 1 AS PER BCSI SCISSOR TRUSS SCALE: N.T.S. I "L" BRACING REQUIREMENTS 2X4 BRACING @ 48" O.C. CONTINUOUS TO OVERLAP TRUSS BRACING FIXED LOCATION ATTACHED W/ (2) 10d AT PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) EA. TRUSS (NOTE: BRACING MAY BE WOOD TRUSSES SPACING "L" BRACE "L" BRACE "L" BRACE PLACED ON EITHER TOP OR BOTTOM OF 24" 0'0" - 31-0" T-0" - 6'-0" 6-0" & GREATER THE BOTTOM CORD) SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING `-MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. Srj "L" BRACE w/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4)1/4"X1 1/2"^SDS ^^ ^ GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 0 N as N 0 750 .6* M ; Crr = ' }: lu ft y ti� t �. 6 S" jC�t 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. to LO i• o f ^ Q o m co t- CN at _N pp 6 SI O J u- C ,� c0 IDW 0)cn��D w a a �Mv o- Y vl �--- aW,0 y 0 0 i_ L N V C) � Q: — — W LL0_j ILWc-n2-°'. ¢ a a Z N Nz QQ W 0 (30 U U W ❑ ❑ ❑ Z N O 161 wool o z z a J C]- M Z a o w V OL,o �Ln Ln U � i/ R w 1 p N o �w MZ o 1? E O < N z® E 'T f6 R o o o &a a o wo wz ! L <a mo U) Y O 1�1. U m Z - C h z }Z 80 '� ¢M �z 2 om go a �- ~� C> Jz �3 ¢Y K= o FW ao zl< E2 > I.() 0 rn ^ f0 L1/ 0 L � v O Q Y OCL O I—"C `° o h T r cc o T IT co ,-- N (� p ca CV Z z E �' m E c (L U J Q J JOB NO: 21-2026 SCALE : AS NOTED SHEET NO. S5 «, - ....- . 0_ ,._uc�ry ... t •... _ ... .,c„x, ...»_u,.a . _ ,- . ,. ,. .- . .,.., . ___...._ _._ . - _. 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 TE ON TOP 0d PANEL BLOCKING, WEEP SCREED THE FIRST 4 ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" 0/C SPACED 1/2" x 8" "J" BOLT @ 48" 0 CL() 2x4 "T" ON TOP OF PANEL (2)16d NAILS @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4)1/4"x1 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" 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/ 3/16"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"x2 1/4" TITEN @ 4'4" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 1 O.C. MAX) w/ MIN. 4 2 1Od NAILS & (4) 1/4"x2 1/4" 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 BAYS) ON SHEET S5 FOR r r X-BRACING, AND TOP r SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION coSCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES - 1/ (2)16d NAILS `° 0 co 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING AT 24" O.C. ON TOP OF 2" RIDGE FASTENED AT X BOTT. CHORD FOR 4 EACH JOINT w/ (3) TRUSS SPANS It 10d & (2)10d TOE ATTACHED W/ 2 -16d NAILS @ EA. END 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" 0/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL _ FIRST (4) ROWS OF O/C w/ (2) 16d (D - 0.207 , L = 4 1/2") OR EQUAL TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3-PLY MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/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 10dx3" @ 4" O/C 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. SCALE: N.T.S.S5 55 MAX. 9" UNSUPPORTED, 8d @ 6"O/C IF >9" SEE 10/S5 t-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAMI OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION OF THE LAST LAMINATION ( ) 2x4 "T" ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING FASTEN WITH 2x4 BLOCKING WI EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 1odx3 @ 4 0/C (2)12d TOENAILS NON -LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION 0 g ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 11NIMUM 2x -ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT ..,., .....,--- .......,......... . ,...0 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL S5 12 6.9 MAX. SCALE: N.T.S. S5 GABLE TRUSS 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2X4 #2 SYP w/ 1 Od Xo.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. SrJ L" BRACE W/ 1Od @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) z w BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. a� NON - LOAD BEARING LOCATION UNEVEN CLG. � ) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. SrJ ADDITIONAL INFORMATION. 20'-0" MAX '7 BRACE SEE DET. J/S5 n 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'7 BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O,C� TYPICAL 11 GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" OIC GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. LlI =i NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED LBOTTOM 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 I 1 AS PER BCSI SCISSOR TRUSS SCALE: N.T.S. I "L" BRACING REQUIREMENTS 2X4 BRACING @ 48" O.C. CONTINUOUS TO OVERLAP TRUSS BRACING FIXED LOCATION ATTACHED W/ (2) 10d AT PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) EA. TRUSS (NOTE: BRACING MAY BE WOOD TRUSSES SPACING "L" BRACE "L" BRACE "L" BRACE PLACED ON EITHER TOP OR BOTTOM OF 24" 0'0" - 31-0" T-0" - 6'-0" 6-0" & GREATER THE BOTTOM CORD) SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING `-MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. Srj "L" BRACE w/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4)1/4"X1 1/2"^SDS ^^ ^ GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 0 N as N 0 750 .6* M ; Crr = ' }: lu ft y ti� t �. 6 S" jC�t 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. to LO i• o f ^ Q o m co t- CN at _N pp 6 SI O J u- C ,� c0 IDW 0)cn��D w a a �Mv o- Y vl �--- aW,0 y 0 0 i_ L N V C) � Q: — — W LL0_j ILWc-n2-°'. ¢ a a Z N Nz QQ W 0 (30 U U W ❑ ❑ ❑ Z N O 161 wool o z z a J C]- M Z a o w V OL,o �Ln Ln U � i/ R w 1 p N o �w MZ o 1? E O < N z® E 'T f6 R o o o &a a o wo wz ! L <a mo U) Y O 1�1. U m Z - C h z }Z 80 '� ¢M �z 2 om go a �- ~� C> Jz �3 ¢Y K= o FW ao zl< E2 > I.() 0 rn ^ f0 L1/ 0 L � v O Q Y OCL O I—"C `° o h T r cc o T IT co ,-- N (� p ca CV Z z E �' m E c (L U J Q J JOB NO: 21-2026 SCALE : AS NOTED SHEET NO. S5 «, - ....- . 0_ ,._uc�ry ... t •... _ ... .,c„x, ...»_u,.a . _ ,- . ,. ,. .- . .,.., . ___...._ _._ . - _. OF THE LAST LAMINATION ( ) 2x4 "T" ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING FASTEN WITH 2x4 BLOCKING WI EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 1odx3 @ 4 0/C (2)12d TOENAILS NON -LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION 0 g ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 11NIMUM 2x -ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT ..,., .....,--- .......,......... . ,...0 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL S5 12 6.9 MAX. SCALE: N.T.S. S5 GABLE TRUSS 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2X4 #2 SYP w/ 1 Od Xo.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. SrJ L" BRACE W/ 1Od @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) z w BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. a� NON - LOAD BEARING LOCATION UNEVEN CLG. � ) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. SrJ ADDITIONAL INFORMATION. 20'-0" MAX '7 BRACE SEE DET. J/S5 n 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'7 BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O,C� TYPICAL 11 GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" OIC GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. LlI =i NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED LBOTTOM 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 I 1 AS PER BCSI SCISSOR TRUSS SCALE: N.T.S. I "L" BRACING REQUIREMENTS 2X4 BRACING @ 48" O.C. CONTINUOUS TO OVERLAP TRUSS BRACING FIXED LOCATION ATTACHED W/ (2) 10d AT PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) EA. TRUSS (NOTE: BRACING MAY BE WOOD TRUSSES SPACING "L" BRACE "L" BRACE "L" BRACE PLACED ON EITHER TOP OR BOTTOM OF 24" 0'0" - 31-0" T-0" - 6'-0" 6-0" & GREATER THE BOTTOM CORD) SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING `-MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. Srj "L" BRACE w/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4)1/4"X1 1/2"^SDS ^^ ^ GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 0 N as N 0 750 .6* M ; Crr = ' }: lu ft y ti� t �. 6 S" jC�t 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. to LO i• o f ^ Q o m co t- CN at _N pp 6 SI O J u- C ,� c0 IDW 0)cn��D w a a �Mv o- Y vl �--- aW,0 y 0 0 i_ L N V C) � Q: — — W LL0_j ILWc-n2-°'. ¢ a a Z N Nz QQ W 0 (30 U U W ❑ ❑ ❑ Z N O 161 wool o z z a J C]- M Z a o w V OL,o �Ln Ln U � i/ R w 1 p N o �w MZ o 1? E O < N z® E 'T f6 R o o o &a a o wo wz ! L <a mo U) Y O 1�1. U m Z - C h z }Z 80 '� ¢M �z 2 om go a �- ~� C> Jz �3 ¢Y K= o FW ao zl< E2 > I.() 0 rn ^ f0 L1/ 0 L � v O Q Y OCL O I—"C `° o h T r cc o T IT co ,-- N (� p ca CV Z z E �' m E c (L U J Q J JOB NO: 21-2026 SCALE : AS NOTED SHEET NO. S5 «, - ....- . 0_ ,._uc�ry ... t •... _ ... .,c„x, ...»_u,.a . _ ,- . ,. ,. .- . .,.., . ___...._ _._ . - _. 11NIMUM 2x -ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT ..,., .....,--- .......,......... . ,...0 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL S5 12 6.9 MAX. SCALE: N.T.S. S5 GABLE TRUSS 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2X4 #2 SYP w/ 1 Od Xo.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. SrJ L" BRACE W/ 1Od @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) z w BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. a� NON - LOAD BEARING LOCATION UNEVEN CLG. � ) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. SrJ ADDITIONAL INFORMATION. 20'-0" MAX '7 BRACE SEE DET. J/S5 n 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'7 BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O,C� TYPICAL 11 GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" OIC GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. LlI =i NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED LBOTTOM 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 I 1 AS PER BCSI SCISSOR TRUSS SCALE: N.T.S. I "L" BRACING REQUIREMENTS 2X4 BRACING @ 48" O.C. CONTINUOUS TO OVERLAP TRUSS BRACING FIXED LOCATION ATTACHED W/ (2) 10d AT PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) EA. TRUSS (NOTE: BRACING MAY BE WOOD TRUSSES SPACING "L" BRACE "L" BRACE "L" BRACE PLACED ON EITHER TOP OR BOTTOM OF 24" 0'0" - 31-0" T-0" - 6'-0" 6-0" & GREATER THE BOTTOM CORD) SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING `-MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. Srj "L" BRACE w/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4)1/4"X1 1/2"^SDS ^^ ^ GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 0 N as N 0 750 .6* M ; Crr = ' }: lu ft y ti� t �. 6 S" jC�t 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. to LO i• o f ^ Q o m co t- CN at _N pp 6 SI O J u- C ,� c0 IDW 0)cn��D w a a �Mv o- Y vl �--- aW,0 y 0 0 i_ L N V C) � Q: — — W LL0_j ILWc-n2-°'. ¢ a a Z N Nz QQ W 0 (30 U U W ❑ ❑ ❑ Z N O 161 wool o z z a J C]- M Z a o w V OL,o �Ln Ln U � i/ R w 1 p N o �w MZ o 1? E O < N z® E 'T f6 R o o o &a a o wo wz ! L <a mo U) Y O 1�1. U m Z - C h z }Z 80 '� ¢M �z 2 om go a �- ~� C> Jz �3 ¢Y K= o FW ao zl< E2 > I.() 0 rn ^ f0 L1/ 0 L � v O Q Y OCL O I—"C `° o h T r cc o T IT co ,-- N (� p ca CV Z z E �' m E c (L U J Q J JOB NO: 21-2026 SCALE : AS NOTED SHEET NO. S5 «, - ....- . 0_ ,._uc�ry ... t •... _ ... .,c„x, ...»_u,.a . _ ,- . ,. ,. .- . .,.., . ___...._ _._ . - _. NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED LBOTTOM 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 I 1 AS PER BCSI SCISSOR TRUSS SCALE: N.T.S. I "L" BRACING REQUIREMENTS 2X4 BRACING @ 48" O.C. CONTINUOUS TO OVERLAP TRUSS BRACING FIXED LOCATION ATTACHED W/ (2) 10d AT PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) EA. TRUSS (NOTE: BRACING MAY BE WOOD TRUSSES SPACING "L" BRACE "L" BRACE "L" BRACE PLACED ON EITHER TOP OR BOTTOM OF 24" 0'0" - 31-0" T-0" - 6'-0" 6-0" & GREATER THE BOTTOM CORD) SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING `-MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. Srj "L" BRACE w/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4)1/4"X1 1/2"^SDS ^^ ^ GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 0 N as N 0 750 .6* M ; Crr = ' }: lu ft y ti� t �. 6 S" jC�t 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. to LO i• o f ^ Q o m co t- CN at _N pp 6 SI O J u- C ,� c0 IDW 0)cn��D w a a �Mv o- Y vl �--- aW,0 y 0 0 i_ L N V C) � Q: — — W LL0_j ILWc-n2-°'. ¢ a a Z N Nz QQ W 0 (30 U U W ❑ ❑ ❑ Z N O 161 wool o z z a J C]- M Z a o w V OL,o �Ln Ln U � i/ R w 1 p N o �w MZ o 1? E O < N z® E 'T f6 R o o o &a a o wo wz ! L <a mo U) Y O 1�1. U m Z - C h z }Z 80 '� ¢M �z 2 om go a �- ~� C> Jz �3 ¢Y K= o FW ao zl< E2 > I.() 0 rn ^ f0 L1/ 0 L � v O Q Y OCL O I—"C `° o h T r cc o T IT co ,-- N (� p ca CV Z z E �' m E c (L U J Q J JOB NO: 21-2026 SCALE : AS NOTED SHEET NO. S5 «, - ....- . 0_ ,._uc�ry ... t •... _ ... .,c„x, ...»_u,.a . _ ,- . ,. ,. .- . .,.., . ___...._ _._ . - _. «, - ....- . 0_ ,._uc�ry ... t •... _ ... .,c„x, ...»_u,.a . _ ,- . ,. ,. .- . .,.., . ___...._ _._ . - _. 3 'v x a tF- C) 0 C N O J co 0 N / 0 cm a) N .o CD 9 G DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 3-1/4" LONG X 3/16" 0 1x4 P.T. FURRING 3/16"� 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 P.T. O.C. 2-ROWS INTO FROM EACH END w/MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /211 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 EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRINI 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED@12"D.C. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS(CC- SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x31/4" 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) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS 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 BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX it SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK —� 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. �1/4" MAX EMBEDMENT INTO SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN, OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 B_B ARCH DETAIL K SCALE: N.T.S. SS 2'-0" — 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)10d NAILS AT EA. END \_ PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAID. SECTION B-B 8" EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. WI (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAX.8 FILL SOLID BOTH CELLS #5 REB (TYP,) STD. 90' HOOK (1 JL r +5n NOTCH WEB AT FIRST 2 COURSI 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 i 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5)12d NAILS 2X6 TO 2X4 SIMPSON H2.5A w/ (10) i 8d NAILS 7-1 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 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 EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL 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 ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE '`— THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT PRESS PANEL REINFORCING INTO PLACE. u 6 MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL 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 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. 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 4Y2' 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" SS (1) #5 BARS CONT. TOP WITH MIN. 3" MASONRY WALL. SEE PLAN FOR REINFORCING, PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS COVER 6'-0" A' . .. 3 D• t. I—i �II���II—I•••IHI D . =III —II — ,.e III n IIT—II GRADE o. p e t, _ p . M p z ° t, (2) #5 REBAR. MIN, 3" 16" MIN. COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" L FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)1Od @ 6" O.C. ` #5 REBAR (TYP,) ' �R ` *40 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO ZX BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED ` `STD, 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @ACEE CHORD, AND( YP.} T. RT. NAILS 1 d TRUSS USVER WEB — METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ' ` 44 10 SIMPSON HGAMIOKTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS ' +2rr NOTC F� @ FIRST COURSE THE ' I ` ` :S INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO 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 c+rr wr�-rr 4 nrr �rnr BRG WALL TYPE ' PER PLAN 2x2 #2 P.T. MIN, FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) ALUM DRIP EDGE 2x SUB FASCIA I— CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYR (**) 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. 3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE STRUCTURAL SOFFIT SF01 SCALE: 3/4" = V-0" (**) FOR SOFFITS V-4" & GREATER REV. 02.01.2021 BLOCKING REQUIRED, FOR SOFFITS LESS THAN V-4" MID BLOCKING NOT REQUIRED *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. k O (2)10d NAILS @ 8" O.C. VFRyq� TO TRUSS TOP CHORD + �E + + �G I PLYWOOD SHEATHING + + + + + J BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT + + 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL SCHED. NTER PRECAST LINTEL IjSEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS QPP cu1=r:T no Amn SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MISSING MSTAM STRAP SCALE: 3/4" = V-0" z O U_ O W U U) VFILL ES SOLIDD W/GROUTROUT FOR OVERHANGS BETWEEN OVER 1 112" ' CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. " f 4' OVERHAN a. 4. RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1 1-011 51-0 1 1 INISH ° . .. I \�. • ' ' ° #5 BAR X ;. s p. 10 • ° CENTERED W/ 4 P ° Ay 9 H IN TOP o o •' • a KNOCKOUT / N CHAIR BLOCK MONO FOOTING ' D SIZE AND REINF. PER PLAN — •a' °• o?• AND SECTION DETAILS -I CLEAN FILL .0,° A. DIRTP. z °•• A. LSTANDARD o #5 BAR IN ° 907 HOOK iv FILLED CELLSk , �i �r \ � f sr � t �i sr � � � �• \ 0 s� sr STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC- ONTACT 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 FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY (2) #5x6' IN CONC. FILLED CELL SAW CUT EXISTING FOOTING A SECTION j SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. N O GV 0 Wp; o, r..i •LE Al N •' �}•' N� E78750 r • • ' j 4 �i ,'. TATc OFF .•�f� tt N �O : To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 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 W E R �° v 0 3�20 " " W o 0 d M v � J J u_ L a a Y W y � a o O�j�/ z L V 7 Or t6 _ L O tp N (O > o W X. O ILW��6jO' Z ? coco ° o co a to p ZN OU U_j U) W ❑ ❑ ❑ O 9 z � o o z z J a_ � z v � 0 OruM W 0* O W p N_ �� Ln W J F— — E Nors 3 Iw, _ z � 0 ¢ A Y N m c � z M M z � o y Z � _r W ca0 z o go<� z " Q E O oz z® ca c @ Xww OU a� oo °_ o N � <= o ¢p wZ ¢w >w ra U m� o oz Z _ J U m ¢ ° Q W z rn o z 5u az �o �3 cD_o a� O O Omi CID w r- a = d < S� 0 O = > Lf� rr O 1) 2 ca C<1 L � 0 O .> > N (� Y p �+^\ C> 0 m O 'A.\ ■ �. d. r CN M � 70 N r _ T— � N r M o Z f6 Z E O N � c co a E 'o N 0 a a _ d) JOB NO : 21-2026 SCALE : AS NOTED SHEET N0. SS M N 0 01 • N 0 CV a -d- .0 0 N m CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 1 MAYBE NAILWHEN 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 rri c- 1 vu `­1 1 1 1 rvvv r 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 Q TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — DIRECTION TYP. A CHORD AT ALL HAND FRAMED AREAS TYP. ---LWOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE Z9_1N n 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN 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 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: NITS 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 a@ INTERIOR BEARING 3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OIL VARIES 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2)12d END — NAILS TO TRUSS BOTTOM CHORD SEE PLAN FOF TOP OF WALL MIN. (2) 2x4 SPF TOP PLATE ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. OILVARIES SEE PLAN FOR WALL LOCATION MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO PLATE BELOW MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE p 16" O.C. MAX. INFO. ° SECTION @ ENTRY r8 SCALE:NTS SIMPSON LSTA18 w/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PAN FOR COLUMN SIZE & ADDITIONAL INF( HIP G.T (2) 2x8 #2 SYP wi O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON' MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE:NTS )IMPSON HUC410 wl 6d INTO HEADER & ( Od INTO BEAM - SEE !OOF PLAN FOR MOI vFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO 7/16" OSB FLITCH PLATE SEE FLOOR PAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDULE/P ANM OPTION B CONNECTION INFO — COMMON BM. TO POST ATTACHMENT SEE ROOF PAN 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) CORNER 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. SCALE: 3/4"=V-0" A F-1 A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED O 0 d SEE FOUNDATION KIWI PLAN FOR MORE INFO COMMON BM. ATTACHMENT 18 SCALE:NTS EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE:NTS SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM 5EE PLAN FOR CANT. —7116" OSB FLITCH PATE REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN OPTION C MIDDLE 8d NAILS AT 4" O.C. BM. SPLICE OVER CENTER OF POST SEE PLAN FOR VALLEY TRUSS INFO. —• MASONRY WALL BELOW: SIMPSON HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a<. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS Q COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE:NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CUP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SCALE:NTS 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. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. LOW ROOF TRUSS W/—' L (2) 2x6 BLOCKING UNDER RAISED BOTTOM CHORD 2nd FLOOR WALL w/ 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 PLYWOOD FLOORING FLOOR G.T. SEE PLAN DETAILS & SECTIONS zr- _ N O N CU ..,0 ,. No PE78750 N T ; • /yam ri V •, S ATE -O F •• �, O R 'D To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to W Q E00 o m 0 (0 a N N m N� U 0 — C N LO Xk LL W N aQj cn��_° cNi 77 u-wa LL a Y Z_ 13y �a.� �- o 'Ea Nto 0 m O Wc°n�rn) d m a Z LLW .. co Z a rr rn p Z N 06 c¢> _j 0 CIDCI V M � Z N O O O z W o as N N M z U' Q) 4--+ � w U U cn w g c allf� co v w m J pEo L U t n� _ � N U oN C 0 N 4 Y CD w co 00 Z Q E zo ° � > Z® ;? E wj oa t Ca Xg ¢ ¢ 20 0 Z C3 N a p ¢o a Z rz LZ _ aIo� U h mO Z z�C m Q W z N CL o< 0 go a TO W =G 6 o o� =3 XI= J O . 6 E a o= R a3 C 2 0 = Lo O m C (3) o '> ^ Q o U m � C o E r �- r m No C� = N r Z corn �r rn N LO r E C)coZ r co N O a m a o 0 .B -0 o JOB NO: 21-2026 SCALE : AS NOTED SHEET NO. D 1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF ' MASONRY WINDOW BUCK e 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 RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure) resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape WEATHER ✓E BARRIER & ;ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING ED FLASHING (SEE DETAIL WP07) / E0 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 1 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 Rinstructions in each detail that corresponds to the numbered items in the list below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary NAILING FLANGE SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V 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 1 (D 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) ' SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK y 1'4' PER PLAN 1'-0" PER PLAN EVA SHOWER SEAT SELF-ADHEF SELF -ADHERED FLASHING OUTSIDE CORNER Q Lu U) m a D- w w S W C) Lu W = a LU Lu ULI Cn �- DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4"-1" BEAD OF CONSTR. (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER - SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water NAIL BRAND OR EQUAL WEATHER EXTERIOR PROOF CAULKING CEMT. FIN. within the wall assembly by providing awater-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. SELF -ADHERED FLASHING WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other SUBFLOOR approved water -resistive barrier shall be 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 RIM JOIST felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based Alsheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The 2 O individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING J= CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER , 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, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING, SEE FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes FLANGED WINDOW (SEE DETAIL WP01) used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, ` �� (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 EXTEND A MINIMUM 6" RELEASE ADHESIVE ASPAPER SOHOWN) VERTICALLY FROM SE contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 1 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 2 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. Jim INSIDE CORNER , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 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. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in gutters. :LF-ADHERED FLASHING ,TCH HERED FLASHING 2 4 5 a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE - - l PLASTER STOP THIS NATU DO N( CONTINUOUS BACKER ROD & SEALANT DRIP ACCE SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) -0 o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATH I NG,'OSB% PLYWOOD, DENSGLASS FRAMING SHEATHING ANE WRB WRB Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 N cfl N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 LO O ECo OM E .y 0 N _ (0 0 " r1 H a cn r` t; LL W d Y C:,, LLii a U z 0F,N"o 0 S2 ',* m O � W��pjO' Z 00 N mZ a Ofto0 Zp U c4� vvi W M � Z N M 0 0 z z o� n � r r N M Z T Cn LL c>3 W ro Vm O a w Ln w v w s - 8 I zl0wig,. _ t U o n+' ° o �w z M M o a Q E � w- - Za Da 9 6 5R.00 ZN ¢ z °< w Z % L W0 GO ro� N C 0, ce 'o ZEZ Z J Zz r� ¢w o OLL- Z no W. a o w W U ?� ¢o s xr r- CD �F ;o CD LW w a� y O > LO O co 0 L � M O �, CN ' OL O r) v CO C m `� ^1 W r r LO r= co rn r C)N .. e E CV ch z (Q Z E Oca N ca E U a' FL � Q p � JOB NO : 21-2026 SCALE : AS NOTED SHEET NO. W P N �+ February 12 2021 - U Yfaa>O - ' - 1 Pff"ODU"T �{ SPEC"IFICATION Florida Department of Business &professional Regulation Pagel ar3 - Building Codes and Standards 1nnD2i i Q) O Q. o j Product Approval Application Detail � Q I2� Mounting Brackets 10 Gau e g c k . . components si ed below As r, Lilted b Florida Statute 553.842 and Flor{ ! Administrat{v�e Code E- �ypl as r node ih {n r r t1 n end rt l numb rs n the huildin r m�yylCn�n11L+7 I�a?t +&1 {3 .Ir 3 3 p� - 1 vend Entitynr Date J�a beteP vet 6�te ,iyyg Vx�fan. Btanufacturer .CrABt'il>k Eminaere. Llr�rse YYWe[ed By italidat9E 3ubm(thd faC Aoororal decoyed galue (D a) /}/�# fo VJ "'� Ze x 41 lZ} Yf » # fl -. Rs'.islon 2020 Thma Tru Corporation Store Jasparswb Lyndon F. SchrNdt, P.E_ Ryan J. long, P.E. 07/23)2i)20 0T/122020 07292020 10MM1520 Approved O v� f1 g �s �t are +ma for they ill be utilized on the construction project for which you are applying or #i Catogeor Sxxeror Doors �018437628 PE43409 613)767-6655 T- O SubCstagdry--Ajn-9 Ertelw Door Asaembllas sjssperacnQther mu.. _ B itj: CLTOSS 31ptut = Compliance, Evaluation Rapod from a Florida Reg[stercdArchkect or Florida O Q G O (Allay re f krb ! Professlaral Englncer Artchor5ch et?trie Cate Subcate �ry Manufacturer Product C�eri��,aatic�n 'l�Lg�ro1 Number(s) T Pressures Esc [fete -. .. ' � _ _ � - .OSee Co .�, � Assurance Apprwad for Use ADOroved for Use Impact paslan. O M O `� �[ �I DOORSuallri . ! E3 l l p .1.,,�{. aa�� Right t71�iS L9rC{�i4i � 5e2. product o54@I. Numbaror NaNanw.. Prdtluu D06riddal CommotV Ian Data gi V�I; O da HVHt Re.,ise_tald- P_res uie 1 a."Riercna-Tru Fiber Nominal 68#f39;8 Bx1uot.impact&qua opaque 12731121'129 Yes Yes Yas NtA: -0 E O A♦ '/�/� .TEt QOf //ll�� ... .. .. SWING . 'IW _ .11U. �'+1.Y51 �py��I. !�1 �. ThermaTru TI M : : sry jam' Fiber -Classic .: � :IkA �y 4i�IM�AIth. t+�r �i.� le■l��F■'P W .. n. l.11 V ;:�I ! ■ IYI. T - !i +� F ,ygp.�:�E 1 ® f L a�'P. ,,p_ j7 ,�j j� �+?,� �"l' l n, lei w!'E i +i1f +� 1 d 1��.�,P+g�. ':i �`.. ! -_O�. �... ,... Seib , .. ,_,. t3�°fs fy # r.. �f.r- i)ia,�3, 2. kr, (Inw�nglKknsWiag;X caifiguret drib ti'N. .T ;.� - _ _.. 0:1 2. ,T trine NFber Classic and Smooch Bier yanmal$R#4g,8 $:qudtAmpacl uot::ORaqua. 1?1`3112 2 Yes Yes yes NJA, '. Cd_ 1111sE 9e Flb1YBilass Sl3O DaorWIM ... ... �/! kL O �`e� \V � �� •tea ThermaTru Fiber -Classic and Sm oath -Star (IMPACT) h 4 FL + 7r ' 'T.0 .yet' 121 1/,20 1 Q Q ml 191:1�k[tn .8Squt;lmp;aquoXO OXO Ccgllg U) Q - - llonNJ 3 c. Therms 7cs FlberClassc Grid SmwW-slat Numrtal 98#39.8 SquAllmpacl&quot, Opaque 17f31J2021 Yes Yea Yas NlA ThermaTru Fiber -Classic and Sm oath -Star (IMPACT) FL20470 +80: -80-.0 psf 1213112021 -w, or CWhout di Edge Fiberglass Double XX or ar&hout 5tlellta ;In mglCutsainp xX ar OXXO 4Self- {Ill)"If4 Screws Sf cmtlgurattbna) b dTherm2-Tru Gher-C7asatc one Smooth' -Stet NGYdneI B$#39U&gao(tmp4dt&quoL Opaque i71:51R021 Ves Yea Yea NIA. c�posrre�eFlaarg�aasn�a>oo iNs�ingfOutswirg-X cmAguratlgnl S. SLIDING MI Windows and Doors Series 420 FL1533,1 - FL153 +40.0/-40.0 psf 121 7 0 4 5 e. The,rma,Tm Fib-Classtq and3moothStar NmlinaiatBKm Uaquot;Impact&qurt, Opaque 12F3120Zi Yes Yes Yes WA F�eFibarglassSngo Do or �+ �+{ y *� PGT Series Series -k�'70 FL25)..9 4/14/ 01 1 SldliComposite 9ldNle{s) (Insxnngbrdsvring; XO. OX w OXO OX .,t� �/ . NC Udt ii'OCCt m Bdue cmfiguratloms) C. SECTIONAL Wayne -Dalton Series €�000/810018200 #1105 8 ) FL8248.3 +31.0/-35.0 12/31/2023 i 6 1. Thermo -TN Fiber -Classic and Smoom-Stir Normal 88#39PSquot,'1nsActAq..t Opaque 12f312D21 Yes Yes Yes N/A �G�eEdsaFba�ass�ablaDq��ihw Fitlrfi[3tt�54ap {TVIicak3inhortt} without adept. nft-mg/putw ng; XX or OXXO eGnf�elan! 7 9.. Themla-Tru Fiber -Classic endZireoih-Star Nominal 6$#39.8aquot:ImpaU&gvot Glazed IM"112021 yes Yes Yes NIA ... - Canp"ka Edge Fiberglass Since Door Wayne -Dalton 1�- �j�[(�{Q �'j 1fQ�i '� � eries 8Ri'3d'r./i8100 8200 #11 3 1 X7 �}�] f� FL1 248 10 (� �t +30.,0 -33.5 �j did 12/31#. 1NAShP9 (Inv,',InglOutsTtp4:XconAgurngoRY . : Fro�atlCrsS+u opt Pcf D. METAL LOUVERED D S f ,' �� Curries Divisionof �![ inc f .,. 507 707.727 747 and 847 Single, Pairs of Doors 7 3 f 1 g FL11537.1 N/A see {net slat 12/31/r2025 8- hanna,T u.Hber Gaaslca and ao{h-St r anin 6&#3g8 dl ci& of Glazed 92r3 02 Y h T ri m a a} &qu . trtpa W 1 'Yes Yea �a NIA:.. Doorwilh � cut �' Ulf-Ux,kia M Cimposka Edge Flberg assSYng a 3 s) OX or OXO Uh tt{7u}EitFitStdsiiruBracket onsaingA)ulswmg:'XO ccnitguratigm8l f,,gq 9 "I. Tha-?a TYU Frher Ciasscatid Smooth-StarNominal B$#3fl.8 &oAok lmpagt&quee Glazed. 121312021 Y. Yss Yes NIA Coorlos'te Edge flberglpss Datila Dap[ es IlnsMting/OutsAing: XX pwr OlthXdXf vlthcuYS194e1f O 2. WINDOWS Back Cross Suppari #f+AACUnkHoM Side ccnigureldks In J,ThennaTNFOier4ClasslcandSM-th.Smb Nominal8&#340Squaln"cI&quoldlP, ad =112021 Yea Yes Yes WA (rypical:3each sf�efor hurkaneuse) A. SINGLE HUNGMI Windows and Doors Series, 1 FL17499. +60. 'r-60.0 psf 10/8/20 C�egngloursaiFlharg�ag-fionDaw (inswingl0uts'mng X ecnLguration) 11 R. ThermaTru Fiber -Classic and Hmooh-Star Nrminrd e87i39b&quar,Mlpaa&quot Glazed 12/312021 Yes Yes Yes NIA CalpositeEdge FlbergYass:Singta Doorwilh adelite(s 0oaswi Xo• OX OXO PGT Series 5500 F L239.2 N/A 7/ 30/2025 *nr4}aEi9at"Ititlexinaw"A ... art fNsr#N -A e=6 aut"'.9w 3[. UZI= = evt�e&4ein'q� - - - "nsw rig g; pr -ecnftquralibnsl. - 12 I; Therm.-Tru Fier-Cla a.-d binpelh-Star Nominal 89#39.0&quot;Nnpad&quot Glazed 77l312021 Yes 'Yes Yes WA Compueta Edge Fiberglass Dam Door with or wtho d Ss tl delitenswingloutswing: XX or OXXO B. HORIZONTAL SLIDER MI Windows and Doors Serles 1€18 FL15 51.1 +55.0/-55.0 psf 2/16/2024 eamn.16ians) D. FIXED MI Windows land Doors Series 18 5 FL15349.1 +60.01-60.0 psf 413/ 0223 13 m. Tnenne-Trtl Fiber-EYasaleantl SrAooth.8ter Mrtrnna158#39,8 &qudi'bnpad&quot, Opaque-1?!31/1021 Yea 'Yes -Yea WA Com she Edge Fibargass:Single Ooorwllh PCT Series W20 FL243.5 N/A 4/ / O S &quat Nan-impact&quot. Sldelka(si (hswn� awl�:xO.OXorOX4coneguradons) 14 n:Them+a-Tru Rhe,01-siband Smooth -filar Nomine16&=AAqud,lmpacl&qu A:: Opaque 1?liaazl yes Yes :Yes NIA. Florida Department of Business& Professional Regulation Pega101 Composite Edge Rbefglass Double 13-1 h aquot:NdnimpactacwotSidelteeongwInsiOutswigg: �`y D. MULLION (t }� r ¢ iV1I Windows and Doors �t es 764 + FL1535 /,; N/A, i �g p �y 12/31,f2024� Building Codes and Standards iJ$+20 t ,. OXXO tong ratlanl 13 a Thdnna-Tru fiber-GlassbcandSmooR-Ear Mgnnal,6dY39,02 War,Impetl8pu0tOpaque, 21312021 Yes Yes Yes N?A. Edg®F76ar91aas Single Doorwilh .. PGT j/y Se ies tr 0 Series5500 .a�( i FL 61 N/A / /yam PradtretApprovaL Application Detail ' „ I &gUd:No, &quot•Nan-(InpocE&quat'$Itlelltotsl (mswingtOuts�ahtg: XO. OX u 4X0 ccnfiguratlona) 16 'P: Th. Tru Fiber-Class-51br Manmel8&#39t)8qud;lmped&gook, Opaque 12/312021 Vas Yes 'Yes WA Gonpo.ta Edge Flhergi-s bauble Docrwlth y���� E. T9 _ ... _.. code ,:U114'_4G Vale !ffiSS Date Penolno Date. IVPA varelon' menufadurer Cdntaot _FOuna.&Ucan. Validated BY Valld2led Sutenitf.6 FRCApdroval APO" status 1ER &qud;N.-Impad&quot; Sidelkes 6newinglduiswing; OXXO croririguratbnt 1T' q_Thenna-Tru Filb-Classl'c andtarech4kar Motors) e8,it39;8&q.a N.-Impact&W t; Opaque imil l Yes Yes No NIA Atlimlatim 2020 Smart Vant-products, Inc. 'Wishes] Qehafn Hermes F. Note,,) RE. Looks 8D ,den P.E: 12(IC42020 12AW2020 12092020 Approved - ... Conposite Edge Flberglege Single.Door (Insa4n91Ota9wing:xcon6gufal0li} i} 441-MOB 'Ca[egOny: SntktiaK Compone0ts{ST7J 441-836& PE-73778 (3341300-1800 W.0- A s7'. PANEL WALL 18 r. ThermaTru FdxrvClasaleantl 9mpoth-Slay Nanind S&#39,8 &tprd;Pidn-Impaet&I)ud; Opaque 1213/2021 Yes Yes No NIA Subcategory: Products bdroducaui R-It Composite Edge Fiberglass angle Door wah New Tecnhol gp__....._`_._.. Cormrfiar- Method, Evaliaion Report floc a Ronda Regi#erad Arbhled or.LicensedFlwltle James Hardie Building- Prod. ��y}yy 1+� a� ply, �i }� �tr Cem plank Lap 'Siding and HardlePla.nk Lap Siding /�.�} FL13192.1 - FL13192.2. Sldelde(s)(IW..rir�ut-Irti XO. OX w OXO )�r�� A. SIDING ,`�y' ■�/A yr��r //y.�.&5 12/311202.P P oressional Fa+gineer 19 s.:Thefine-TN Faiar-Glaas(c and Smooth -Slat alrWral t33:86WIX;Noh-ingaF[&tplo;Opagde i?13112021 Yes Yes No WA- cofWesite.Edge Fiberglass Double D,agrwith or B. SOFFITS Aiside _ Solid and Vented Soffit FL15272,1 FL15272;2 ,,- - 75.0/ 75.0 psf 12/31/2021 ,� _ '.:;: T 'reRhout adelkes tlnauingl0utsuinD:. XX'«OXXO eon 9 re one) Quality Assurance. Approved for Use Agja forl/Se, I-MDW Design Frptluct Aaotlel.:Number or:Namo Prtd,d ne5eriblidn 3Cwdraet Eitalratlon Data In HVHZ 4utw&HYNT Restarted W9 St ei 20 't. Therme-Tru Fiber-Oassle and 8mooth+k. r Momina188R3808quot'NmlmpectdquC; op.cus 1213I=l Yas Yes No NIA Conposita Edge Fiberglass Single Door C. OTHER 1 SmertVem Mpdel#154r 510 Duel F. otipn FT-dend'Ventlle6on Vert 12/312020 Yas Yes 'MIA +100F100 d40511 ,»,.,.•.»... „r=,,.. ,. „»..s. .,,a.x.::.,..,..".... a,-:.....:..= M.,_„,,....a,.,._ _,o.,,,,-r,.,„,,., In wngl6uts'rin-q;Xcrn%guratlon) 21 u. Thenna-.7ru Firer-Clasfeand8teeoth-Stbr Nominal 84#39;0&quot.Nairlmpad&quct;Opaque 1.2312021 Yx -Yes No N/A.. 2 &rrartVemt Modet#1 Dual'Fendion' Flood and Vanilla Ron Vert 12/3120211 Yes Yes MIA +t 0DA100 3 SmertVam Model:#1540.d20 Insulated Fl..d.Vent ' 121312020 Yes Yea 'MIA +100A100 CwnposRe Edge Rbarv. Slnple Dpor.+ullh sdenle(sb (Ins ntg�utswing: XO. OX-OKO 4' SmartVent Muds #1d46.521 Insulated Flood Vent' 12131r2020 Yes Yes .NIA +10Db100 deptlgur3flons) ea�s-A ,ate +err s �.� �' DUVTS 5 SmzrtventMest 64R524 1a&quot Gamge a" Flood Vent 121912020 Yea Yes NiA NIA 6 Sma,tVantMad: #1540:870 Wood Wall Insulated Flood Vent 121392420 Yes Yea N1A-100d100 22 v,TherMa Tru Flbet Olaeslt andSmoct iStar Nominal 8&#39;O Squa,Nod-Impact&quo; Opaque 12E1112nI -Yes Yes No MIA,. Crxnpgsha Edge Fibargla igqubie Doorwith or 7' SmartVmtModal'#1940.574 14:58qualj Gare ge Doo.:Flood. Vent 121312020 Nee Yes N/A WA Withoutsidarite5(InewinglOOtsamg; XX grOXXO A. ASPHALT SHINGLES °day. GAF �j !#�y �y}`q Ili /y Tab, 3 Tab Dimensional a,,�e,+� FL10124.1 I.�� N/A 1w1s + 12/16/ 022 aal0guredcnsl 23 wTnerma icu Fiuer-Classic and Smoo h-S �r Single &quo; Glazed 23120?9 Yes Yes No NR Conpoafa,Edge Fiherglass single Door C=po"8k39;8&gang.ss tlnswingtthdswog, X conlWretlon Na lmpac &quc:Gl�zed 2312Q21 Yes Yes No NIA 24 %, Therm-Tru FAa Classc end 5moW4Sa ConVo"8#39,8 Fiberglass, Canposle Edge Flherglasa Engle Dporwrh { � it +.narP B. ERLA 1 i�ENTS r�}� /p� TGfmko p� i' Icy +� ply (y 151b Felt A. nder1T ymeent FL1 ��wy, NIA i f�] �,w�rri y,/ 10 18/2021 Florida Department of Business & Professional Regulation Pagel oft eddlus) nhs+nngioalwing: XO. oX«OX0 C. ROOFING FASTENERS Nth T US E D Building Codes and Standards ,/74?621 25 Therma-7ru 681,39,8Bquar;Non-Impac Product Approval Application Detail Y. FOar-Classic and Smooth -Star N el &goal; Glazed 12731R021 Yes Yes No N/A Cemposna &%a Rberga- Doubt. 0-,,ith or- wkhoutajonS). lnawngWa9ng XX or OXXO 26 z: Therms Tru Fiber -Classic end smgoth-Star NcrNnal oORflguralione) e&t38O&,Ndnrlmpad&gllcr:Olezad 12l3112021 Yes Yea No NIA D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL18918.1 - FL18918.4 N/A 9/9/2028 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/ 1/20 4 Cie Date PelldNp. CrnpoNOutsoj : X contsungle Ddor (Inssdngl0ut$dJng: X editgurod«d JEMIN or piJq gq(,t TIV06 vared- �MahufaM.W contact Enght... 811oensa Veneered By Validatetl Sud rdttad FBC Approvai Apprpyetl Status 27 2a ThemmrTru•F�er-£2asslc and Smooth -Star Nrnunal 88#3'9A 8qum:AWn-lmpact8qua;Olazed 121312021 Yes Yes No WA CompoN[e Etlge Flbergk.ss 8i4gle Door with . 'maI rimo c L I I I GinW kit Inc ,�et1 Vent .I..rwy4 t'dent D,7-R Et(i Tilhus FL17r,�aF ,Fs#a 7 L f.. 1 +... -,tort 5 �+Y• . Vi a/ . M.i' p'i7'B 1 `1 �0 Zv �0- 1 / 6 kit lei 5 Revision, 2020 Drexel MRtels. lnc, .4ason Shumate Zachary R. Pilest Locks Bowden P.E. 08110/2020- OW92OZ OB20f4OW 10f13r2026 Approved 'Category Sidet")n.{ns h`s0utsking: XO: OX or OXO Roo}Irlg: ,(50213031511' PE-74021 (334)300-1800 SupCAtt(rpiy: Maxal Roofing )shumate�itlrekkmet:cofrz C` Compgance Method: Eval atipn Replyn fromAGcmRpsde configurations).. . 28 ch. Th.-Jru Fiber G.W.,and Smooch -star. Nuninal,e3#3A.0 Squat NOMfgp&d&quet;:Clased 1=112021 Yes Yea No WA a Fiberglass doubt Dnow•11h or .:j�'j E. R+ 1CFI-NG TILES coral Tiie 'villa 900 FL7849 2 ' - FL784�9.28: N/A 12/3112025 Ida Raglsterad ACPhltapt �ra Lloensad Porlea P ofas oral En$inear Nltlieul.4Jtlegte5 dns$1ngl0ulswinq,XXofOXXO ccufJbumtbine):' Bbral Tile Saxon 900 FL7849s16 - FL7849.20 N/A _ 12/31/2025 ..: �Wt`'12675diffPrbtairt`fe ,. u b WOW, Cd'sell Assurl-a. AppInN"ZUS, Apnraved%rase. 5aC DeWaPrassD §.4g�, Pratlud Model. Number ar Name: Protluet Deactlotlpn' CnMrad Eiiblrarlon Date? Jp-dj�7 pjtsltle HVHZ fi Is arc ' Pressuro. a,.y.{®,C 1ftoaal•_spa, DMC 1-rrr: �Sfi DMC 1,50SS¢ DMC DMC eSiLeRiie&i"li:YM.iC IlYYJ7I fA1/- SALIi/1V�' Iu4P. iVr 'hYr li VA,y� 1 D...1 Meta) Reeling DMC 100Ms' DAC"1505$;DMC irss,' OMC 200$; 1MIfZ025: Yes No NIA s01.189 _ -- DNGTY F. METAL 'R OF Drexel Metals, Inca 200Sd DMC 5V FL17879.1 +0/-180 12131/2025 5. SHUTTERS Fla ridaDepartmentof Business & Professional Regulation Page 1of3 Florida Department ofBusiness & Professional Regulation dz A. STORM PANELS Globai Protection .Products Galvanized Steel ,Storm Panels FL15078-.1 - FL15076.2 N/A 12/3112021 Building Codes and Standards 117= Building Codes and Standards IW021 �1, * t All American Shutters & Glass �± + �n Galvanized Steel Storm Panels ` +� q FL17869.1 �1, N/A +g 12/31/2021 Product Approval Application Detail Product Approval Application Detail _ Code entity or Data P;iS€ Data Pandlno jygQ Veraipn Manufacturer Ctmtad EDolnaer & Llesnap Valitlatatl Hv Valitlatad Submlttatl FRC Aoomval Approved W P nt- r Data'. g Dale Rendlnp �a. a I :LfieliufdMurei. Tg yerro� CoMacti: Enoinaer B. Lirensa Validated. 8v loitered Submitted MApproval: Ao�vmd Status: +e. 6 STRUCTURAL u'. ReNeicn 2020 Thermo-Tru Corporation Steve Jasporson Lyndon F, Schmidt, P.E. Ryan J. iggg, P, E. 0723/2020 07n2/2020 072g2020 10/132020 Approved Category: Exterior paws giospee.nuc8 PE43d0A t813)787-6555 Subcategory: Swing6gExterior Dow Assemblies sJasperson�th«matru.co ReHalon 2020 Therm Tw Cofp-son Slave Ja%person Lyndon F. Scemidt, P.E. Ryan J. Ong, P.E. 1,031202D 07/12020 07/3012020 10113J2020 Approved SUbCae ty!Str Doors (800)54376'28.. PE-43dge (813}767-6%5 8u4Cat gory�Emnging Exterior Door Assembllas. sjasperagrl@ihermatru co COMPONENTS NENTS Compliance Method: Evaluation Raped froma m Florida ReglsteredArchttectwaLksn sad FloH� ProfessionalEnglneer C mpll rice Method EvaNallon Report trorn'a m Fiend Reg steredPrchde era Licensed -� ct can Florida Professional Ensmeor A. WOOD CONNECTORS/ USP Structural Conn. see chart .. ______._. _-.._ ANCHORS Simpson Strong -Tie see chart .FLil20158-RA:Pt6dlats. _.- _ .;:_.4'._ '•- dn�ty Assarace Atlwovetlf«Use Approved for Uss Im acact D�1� qualrtS.I.MonDgaurane, Lporowar Usa Aeubicle tar Us�l rm_md a) Seo# Product Model. Number or Name Product Desedrin Contras E��NraUon Date In HVHZ aufsida HVHZ Re slanrc res re 1 a. Themra-Tru Fber-Gassic and Smaolh-Star t; Opawe 1?J372021 No Vas Yas WA S.ms Prnduetatlati.HumtrwwName Protluei llae�•+rap.n Caruract Emaatimrr}zta mlivHz Du1sWa HVHZ Rasisiad geBSUre Pressure 1 aThsnna-_Tw Fber-Classic and smooth -Star Nominal 6U348&quctNm-Impact". ot: Opaque 12/312021 No Yes No WA 1 ' 6 Ba Tl USS PLATES TRUSS }� ,fey paF4 �+ ITMY Building Components [f.�.rnts pig �s Alpine Truss Planes Q /i FL1 .1 - FL1999.4 N/A ']�# /1 12/ 31/ 024 Composite Edge Fiberglass Composts Edge g: X c lass Single Door ilnswing16U39 lib; X canfi Composite Edge Fberglaw Single Doe - - (Ins+ing70u[swlrlq: X Configuration) imp t;Opeque 12f312021 No Yes Yes N!A 2 b.Thenne-TrvRher-GeSakandSmppth-Star Norte'rrel5 Edge Edge Fiberglass uglass M Tek Indus�triinc. Truss Plates' FL2197.1 - FL2197.5 N/A 6/30/.2021 Single Door with Composite Ingle Si IVKs)(Inswing/Outswing; XO. OX or OXO ponfiinal6ois) 3 c. Thenne-Tru Flbar-Casale and SmooN•Star Opaque 12e3t2021 No Vas Yes WA 6&#35 8 &qurgi- T - C. ENGINEERED LUMBER Weyerhaeuser Rim Beard LVL; PSL LSL ! ¢ FL 527.1 - FL852'7.5 N/A 3/31/20 1 Canpaslke Edgy Fiberglass Ocubie Door with w C-po Double D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/,21/2022 ,onfiulntionso dnawingrDatawingXXprDXX° configuraRms) 4a 0 4 d. 7herrna-Tru Fiber -Classic and Smooth -Scar Nan nal 8&#39.0 &quct,lmpad&qu«'Ope qua 12t31/2021 No Yes Yes N(A Composite Edge Fiberglass single boa � ^\ "/ Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A 5/25/ 024 {Insadncyconfgurellon) 5 e. Therm.-Tru Rib-Clmak and Smooth -Star Nan nal 8a#390 8qud Impad&quol; op. qua 12/312021 No Yes Yes NIA (D Composite Edge Fiberglass Single Dom with 9ldellte(e{s) dnswingf0utswinp: XO. OX or OXO configurations) B t. Thermo-Tru Flber4kssle Smooth -Star Naninel 841435;0 8quct;lmpad8qud; Opaque 12r312021 No yes f i end Yes NIA Fiberglass Double Composite Edge Dow with or without Side9tes (inswing(Outswing: XX or OXXO configuration') Florida Department of Business & Professional Regulation peg. 1&2 7 g. Thanna-Tru fiber -Casale and Smovlh-bYar Naninal6&#35;8 8qucY,ImpactEqu«: Glazed 1781/2021 No Yes Yes WA Building Codes and Standards 115=1 Canposde Edge Fiberglass. Single Doe nr-,ingK)utavltng X-figumeon) - 8 h.Thenno-TruRbervClasaicand 5meolh-Star Flanhal6&#39:8&quri,ImPact&quol:Glazed 12t3711021 No Ves Yes N/A CanPpsBe Edge Fiberglass Single Door with I The products lis�te�d below did not. demonstrate product approwl at plan review. I understand that at the time of inspection of these products{ the llo ring information must be PiOd4CtAppiOVAfAppllCatlOnDetail Co O Cod- Data Dato Psnarnp We SidaRe(s) V-ing/Outswing: XO. OX or OXO .-figuraboia) 9 1. Therms-Tru Fiber -Classic and Smooth -Star Mc,nlnala&r39,e&Wdtlmpact&quol: Gwed lMl2021 No Yes Yes NIA Composite Edge Fiberglass Double Door with or �I ry y,JR� j e�1LJ�' inspector x �/+� t �p yry �+ approval, w!�s�A ' pI copy available to the inrlpector on the J site; 1) cop o the product approval, ! - L y, f mirthwt SldeGtes(Inswing+0utswing XX or OMjyBg Vera-Alarnrfacturer. Contact Enalnaer&License V i 3(�, vaNdated Submitted FBC Aopruval Abmoved Sia�us. config-lions) _. .r _-.. _..i 1 i Re icidrt 2020 MI Wind. eami Doors Brenta angar Luis Robaeto. Lomas ,Stevan R. urwh, PE 1(fNSIK120 10fOB12D20 10yi N2020 12/1872020 Appr:Ned Cats . Exterior 13-a 1 385-3 FE62514 (71731,8454 b ' SI au bshlin ar morrd,com-. G � QuaIllvAssuranca ApproW for Use Approved for ass Imoaci Daslml ' PYodb ,&lodel::Numheror Name Product Discridion CONract 6rpfratipn Date In HViZ Outside HVHZ Resistant Pressure¢ g I ) g i .w. ..:...�,., ,.,. ....,n.,.»� .,.,. .... _.,,.w• •R x.,,..,:.,..W,, ur.,,.:.._:.�..,-.,.,-:,•,...:».,=.,e:,.�.a». �e,..,,.,..,:�„ ,..;a„�.:.»:,..,:».».a.,:.,.s,:».»»..�„»: _.,m.�,-�.:»..,»„�..,., ,.....w..»..., ,�- .,...,».,,..,,�,.,...-�: „e..:.».,.... ,.,.,n.,�,..».... ,� .....�.,,,,.,�.,.,... ,,,»w..,..�,:,....., x...,..,.., 6.,.,,�»,.-:...�...�.�..�:,_s.�,:....�.,,..,...,.a.�.,, .. .» <.,,...., ,«�,..=t.�,•,:��:.:.�-,.......,.-,.�:....:..,>..�»,:�.,,.�:,,..�,,,.,.,,�.». ,.,�:>.,,,,., .,,�,,:,�_r,Lek,.,-.-�.,,�-,.�,»,�..»,�,,..�,...,..,»:.,..,,W�, .,. ,.:_.r.,.�...�. ,.,c.. ,� ,,., �.,. ,.a.> :,.4., 1 � j I a I ate A Didrr Exterior Ooo aaamb08o 9 ory' 9 port from a' R mp Ca IlahGa Meth Od: Evaluation a $ed LICO otida' n FI a9i a Prole s anal Engineer • - - - - :. r. -, U 1 2 :ThermdT :F b-CI scs aoi'Sfa al.: 08 ct "d' I. ru ib r. a i and Sm h r in &f135 u lm ud la e 12131` 02 gee e§ s @ G z d. 2. 1 No V Y f N911 .&. ,. NA.. compoelte;Eege Fiberglass. Double Doerwith or _ > - ,,.. .. .:... ......� . ,.m .,�., :w. ,:... -..w, .,N....m.... ..w..- ... ., .,, � .., s,„ 5 ..,,. ,....,,.,..._ ,..,,...,,.. ».,x,,., ,.,.�,.,...,...»,._.-. :.., .v.. ,n.,..,.W,... ,.., 7.:•�t..>.,,� ,..-.. .. .., . _ .... duality Assurance AvMovatlfor Usa Apbroyod for USA Jg7pggt Dasia". wN1wt 9ldaRtas (IrtawingKOufswing'XX qr OX%O product Nader_firhnbw or Kama Produd..Dsserlotien Cantraot 9.1nation Data In NYNZ outside RVN2 R$gistaot Pressure. c araiions of ) - ,.,.. .,........,x.-Yw.»„�.....,, �,,,.,_.,...-�...,. .»,,, ,,..,� ,.,w..- .y ..���__� _..,...v, _.,.,.�»..,,,,.-.•.:..,,�..__.....,�..a-.... �..,-»,,..,, ,.,_...,. .. �.. �, _:.....,�,�-...,�w.,_.g.....o. _ j K 1 SERIES:42(3hGD 1UM)NUMISSERIES ALUMWUM 9GD OXO 12fS12024 No Yes Na NIA ..; .. 1453/4&quotx80&qu8t' NON -REINFORCED O »__�...�,-�.�_..�,-_,-,,.a,,:�...,,:-r:.,��...�...,.,,...,_.....,.,..>,,,_.,.........,.�._._:...�.s.....�_:-�...,.....,.,.U«�,.-._„_,..,..,,,...�,,..,,,n,o._�a....:....:..._�..»-�,.Y.,.,t�..,�.,�.,.�_,,._.�»..., ».k.�...:.<..,,...._-..-.,•.-�,....a.Es:. _ y.Y.��.-».,. - _ ,..__.-:�_-,:__.. ' + 2 SERIES 420ALUMINUM SGO SERIES 420ALUMINUMSGD OX. XO, XX 12)312024' Me Yes No NIA ge r18 &W. X (I&quo1; h10M-RE]NFORCt7J. 3 SERIEa 420ALUMINUM WGO REINFORCEO' SERIES4211ALUMINUMSG0REINFDRCEDDXO 12J312024 No Yes No WA a 145314 uo ubl' &q Y.Da&q SERIES4 R:U UM SERIES ALUMINUM REINFORCED 2ti1IL 4 0. es 4 29 L. MW SGD REINFORCED Eft MINUMSOD REINFOR ED OX i 02. N Y. PW WA j } a XO. XX95&rgtipi.'x968quof; 5 SERIES 426ALUMINUMSGOREJNFORCED SERIES 420ALUMINUM SOD REINFORCED XXX IM12(124 No Yes No N/A /1 � W - APPLICANT SIGNATURE DATE ., _ _ . _.___u, _ _ P m ------ Florida Department of Business &Pt fessWna! R uIai_tD -f1 I g _., ____-._ .___...__ .. _ __._.., ..___., _ __ ... ___ _.._ .-_ -___ __ _ ___ . .-_.____- __._ a_.__,._,_.._ .. __. _._ � -.-._ _ _ ... _ .._, _.,, . _. -_, _... .... ....... .. ,_ - . _. _ _ _� _ _....__ Florida DDpaAmaRt of Business Regulation r2 rieraozl � Bulldwg Codos'and Standards 1rua1r31 � t i Building Codes and Standards ^ Product Approval AppIlcatfarD taIl.. � ( i ., . , _ ., . Produ_ct opproyal Application Detail l O LI\TVS code EnEnfliv a ,DA. Dan. cat. Fenton Data Version 4nuradrer Na<rlnrLcsKffieYld PBArauasfVel ias CMo Emit, .Oath Data Pon yDa Version Mnixmrd contact ValWazeBy Validated Outwitted FSCApfoV Approved Satu gte Revsion 2020 PGTlnduarrie5 Jens Ro .Id. Mani -Dade DCCO-CER Milani-Nda8CCO-VAL 11/1952020 1DROW20 112412020 Approved Category. Exterior Doors . ReNSIWI 2020 Wayne-Dalloq. a dariatmor 0-head Door Dwayne X-Nh John E. States JeMay P, Arneson., P.E. IDA Z2020 09MM20 102372020 12/15r2020 Apprwed Corporation - PE-51 737 � W (941)403-0100 (78a)3i9-28iw- subCateg.ry;Slking Exterior Do«Assembles jrosnwsM@pgtlridushleac. MO)7634121 (904)821-5200 Category: -Exterior Doors dkomishOwayna-daitm.c e G CampilanceMBhptl: Car hfice0pn Mach aI.LNng om SuleCetCompllaancs Mathnd' Eaduatt. Reportfln,.Niea Om FL3YfsL-R33i+cpd'u � - _ _ , - ., , _ .. ` Flwlda RaglstsredArchkeet«e tJcensad FloAde Wotesaionat Engineer Z DuaIlNAsaurance Apnrawed for Use ApprOVedfw Use Inroad Ltee , _ 9aoe Pradud Model: Kumhxw.Kaaa Pfgdud•Ikswlpton. Coreract Exoiretion data.. In H4N2. Dirtsrdo HVHZ ' RasislatN 'Pressure R1.X8P4$%R2{FFrddNatS - & 9Go-5670 {Large. NlbsllalmpaCU jLxbyl SlJd'mg.04esa Door O4FIg@0$1 Yea yes Yes NIA ' Ouatllu Assurannd Abpr Wfor Me Aoorwad for use Im.st. Oral Sep# Weduct Modol_Numbar or Name ProductCeserwon ContraM ERdratlon Data In HVHZ 'Outside HVHZ Resistant Pressure. -3 8000181068200#1105 9&#3Sn Max w•kilh I4U29; Mat hplghi;Ola;iug 121312023 No Yea Yes-31601-85.00 tilp.at`m@m)etllg{e•se4Hon Avahabiem 9.a1 10 8D09J819200#1123 16&nt)Mmwtdth, 14&#39;MaRheight Glazing,. 12131=23: No Yes Yes. +10901-35i50 lj avallaDlo In tap oriNem1e01ate 2octlpn. SHEET NO. PA 1.0 ", , a a- . . � I'll 17' 1W! I'll"! . , -, 3I fi' villp I'[ I q' M-PI!intitirujil- igil l " , l, �' I!-! I I I!rII III F7 '! �ft I I I lIIIij1-!ri'II!7-l'-ll?'llljj ,I tq!jr , 'I il v ,I I I Ij I!,, li'll!'11 Ill 1 111,1111 , " Florida Departmentoigurviri & Professional Regulation I 150111040xtl Standards . ProdtictApproval Application Detail z6pi jl�siajaa riverifook6r6l 050i 0�wr'ierauttl Re,&l 2020 C ul INAtilonefAADIS, ill Tom Rattay a- , 1 categal aloasior bom �W)494-2ala y L Li sup,&i.giui`oyr ktt.rIl:boI ocorn'por.teIns I-etuypr iatabow.r. pfl�nl141�6*C11R1,, ork or Ustln � ,,'-',�f,,�,�".-.���,,',��",-,;��')�,,,,",-i-�',,"",.,'l,-,!,���z,��-e,��,,,',�,,�,4��W�e,�,�,,'fi�,"I,��,-?:,""t,',.��,��""",",",,�*,,�, , , " - 4 '_' win MM"t a-- A, Pregi N odor Witrobw - *­ Product Dasurial 1 -607, 70, ?V,747,767.`Vnr, and M? Ar011 Pa" of Flush, Gjl end Lontanad ifiroma6d pall or ows holiow 111'etaudoors, Tl � (Rairwitat,two, � R.W.on je2o Mf Ytilrday. a 8000 "pqrriOtiel Winioer or Nam 1 10 PW Pill I on , 1 Fa2621 Validated Ev Y" � *45Mx5l � yelidattel subil Fee Ael 'Ardra,lid — T-4 � iflamarf.l Troy. Bfi,hao. P.E. 12jiunio2a -12t:iwo2a 12WP2920 Appidied Rem 2l MI Windl end coal 'ptvar's#b4so 1 'c"W-Wind-am I -Sub(iakaoill Hung 0"tw"'Alathod: d-rifilitterfi-ft Mark or Lialfino �",�'I'l�,�""I�'�,�',����'ll��-,-�,�,� ;�,��-�;i;,�,,,;�---;1;4,,,,��,,,�,,,�--�,',,'I _" ��"��' Set" Ill Model NurrelluarrorNiume, Dal Assurance Alevrowdlialruse ARgasviatwus Ini Vission 2 U� SH Central E.pinl in I Swell til ftswasat Prasal 1iJl yet Val yet fl)y� I I , Florida Department of Business & Professional Regulation Building Codes and Standards ProductApprol Application Detail raial I ill Fbriji:ia .Depalment of Business &.1orofolil Regulation , 5101dirl Cols and Standards ProdUd Approval ApollcatildKOetall rel oft lagm Florida Department of BusJjries%,% Professional Regulation , Building Codes and0tandards Product Approval Application Detail Page i "of I iwI slatity 2M 299 =�: = gralb . -0 Ads oseli po&dg, lo " Code ord"ar or We Dal. I I 0 poll Da". Enainattauconart v Carl splal Bl, V'rififtil RUbtruji ftmo"d at. "'. y"*rcul alanufal igf� Mpainser & LIC9694 Viallditod 5v validated submitted PBCADPWV41 Apling etatus xibla J�� Maingfigetural C.mlad Eriallrail Ljoal Va"It"d Ill Val submitted F&C AM .l Awill I stal". , � ttm!ll "rtaln Afohitftl sl M"Url PE 111.17,1020 11117=M IV2�t�020 A16061%4 Altimill 4,99 PGTIhautatree, JR. ftalo.dd Merrill ec'�o -'CER Vland-Otll -'VAL lijoap'zzi 11n512920 111141g= Approted ReValo 'Z n , Zq tAl Wirdoo trij Deal Brintaniner Annedoen ArtIlh Rectural Stirven I Qrlch, PE . il Ibill 101IM020 ApOrMad (71 T) Zes-'Ptio Martufleolura,lo Me"Ition t7r[7131�-445 I , , � cal wride,lis lNI)45-0100 '47iitl�'m-'25x callegoily:.yVil � TIT) 355-a300 mari4jitnuntraAsiocil (717)'317-8454 batill,tigergirawol.par 5C"UbCx1"9mr,:.%qt`gI. Hung 5,ToaW4klQpjknouq(frl sq1tcaral Horizortal'shiller btftlIrM0_.htrI I I lardlifilettudd; Ciftflorintrin A46 . Lilting one Corniallal 111110WO&I CarCrOaRtl Iiii or Listinj 2 OI h'sMar0l conialet sypirgion Amprolraiii for Agglovlad for Use Dart in HVHZ 'Outslijifir Implied Der AssfitUtit Pm-ral 11 I ,4,"*"",.��,,�'�,,',,,,--"�'ll,� ��­"'� ­,"', ­ � , ­ �­� � ', - ,V"""" , , ,"..',', r, ­ ­­" '- " � - � ­ p , "n"''11­1111 �,�,,�,,,,,�,,�,,�,",",,,,�,?4,,kr i�,�,,�,,��"z���,��,,�4�,,��"le�,,,,,�,,�',,�,��,,-'�',,,�,',�,,-,�","",',,�,�,�"',�,��,,P),I."�,�-,�",,-,,,,,'-,�'�.";,.���' '�' 1- I , - , , � � � - " , �" " - - _ A"Will �" M_"' -" N "�"' I I I I 'l - , , '� , - , , 1 , � , , - ��i�l �� ,"" ",��_'lfv ­­, ,,,, ;��' "'� , ""A, _'&1'1v'�i"­1,' 4 '-�',',,'-�""'�-�-�-,',�-,-",�,,',,,,,�,',�',,"',-�,,�""!�",�','�'�,",,�4�,�'�,,,�6,��-i�,,,�,�,,��,,�f,",,,'�,�,,',,-,--il,�,�'�,,, fr � , , 'e , , , " ,, I � '� _ .... �' " '� "�"" " x lll�' � �;�___� , iis';� , �' , , �_� '�'O' - f, �� 11,11 FI,1FIaal F[I GilS3 Girl Hung, 100=31 No Yet No -so/-40' Z' _'M , _"'�'­"� - � ';�� I Ctualfit, A-ul Ataimneolfol Areorg,stil , as Ujilt , 13"Itin "RI,, WV Asiturance, - Alfiraro"disarlUsit Approval for lift Impal 0I 'sn'tratedi.i.st sea 0 larrl Model. Number arNival prodiloVesoril central Eximralimpsts In HVHZ outside HV,HZ kadillifial pralasum 8-1 Product Metal Nbunblar-Narm, Produitt D-alist, Cortmat Emil Dalar I. HVH ol W 1 Hit partial Pulliam. g 51l (1-sl Ml.ele�"pl. Vli$kridu, Hung Wnl [37130)2025Y_ Y.A Yet MIA i H$ Wrrat Fiel rill rnar- 73x62 I risl Gial 021I6J2024 No: yvs No R651-55 Florida Department of Business i Professional Regulation; I Building Codes and Standards Product Approval Application Detail P*142 " 11 Iril Florida Department Of Business � Professional Regulation I Building Codes and Standards Product;Approval Application Detail Page l 115021 Florida Department of Business 4 Professional Regulation I I � I I Building Codes andZilarriclards Product Approval Application Detail ft%. I ril 1M42021 Florida Department of Business & Professional Regulation I I Bil ng Codesl Standa rds Product Approval Application Detail P.961 a I tio4wl fifty 4 06 Dal care Paul bake , Coal Sr*ty . care I riestaNi'dimi Al RutfitV or cal N!", Date - code IS 'M or, � D" 0410 Vito Pending: Ude c.mad Validated sy Val Ultunit1w F9CA-10val Aporl — 7ll"", J�jl ,K,r.f.t.,v ce"Allot Engineer & Lia-, VANded 0, Valldi submilit,di rl A,-W Atl slad". TV- Aal mgmgrsan.�r Cordial Illmd-r&LItaill, vallidaNd JI varklaW Subirl SrI A.0-4 stax", 7VDR _&III pianufakturar Col 1IMIn"Ir & License Vallall EW Validated jilitfirilitial FkAxituraiml "Orl Z= RIrentsitfinear =r��fioduutai Staimu, hit Ukroh, PS 11amoz, i W��Ogjl 1 1 . llt�&`l APPI-Ired , Affir"tion, W20 PPTIndual Jess Rpsowald M1.1miloel Roca, - CER Miarrl SCCO•- VAL llmm2i) 11105J2920 11111r= o"D 9 wr d all'"Ifinat, Ra,lision =41 Ml Wirdat'.0d Dadra, Let, R Lor-�.; PE Stlil UritK PF: 'll 1�10T�1)20 141�1 9P-D21, 121t�MI2 Aror-d 9 At�lameimi 3020 PGTInd.Rul jer.R9,draw, Mi0mil Ral - C ER MvmllwDal SCQQ - VAL IIMJM20 0 11")2 20 11I Approved (7142,05-350a . A-lation iiiT)-417.845� colrogory:Wndows, (9l 4W01 l 4786) 815w2590 1 11 I � Category: WiNd."A, �117)' 3'35-g�300 PE-57514 q17)3174454 Cal I 110"ri,rVilindost's (941)48C-0160' (Ttill) 315-2590 1 b-AngeM&.111W.tom, . I subc.I.OI Frx.d Ill lrosouskiiiI nduel su, 6�rioiilorr.wlfil bsifilrigerrillitintel I I I I , swit6witilw alilfifiw� ),woWR1dQpglJm:Iusl Co"llon4liftleflaod: C.rdlit,allort Mark al, Listing om I .4mollail Mofll[Y61 livalualil Repon torn a Poinpuer,amNathaul."CortiftWon Mark ar� Listing orn I " ,�,�N�,�,'�:"""�,i,,'�,, �'V� "�"" "'%'�'2�'�"l'­'_ �l,"tl��,",�,111,��',,,,,,,",�l""I'�"",, � "", L," " _ __ - _,""', ", , "', , _'"""' _ , � "�� .... .. , " - " ", , " � � - , " � � , _ _ "" , , " a " '�z� � �""�_ 5�� _' �� " , , ' 43, ,c ���,,,���!�l,',.'��,�,,�.',,��,_,I.�,�,���,�,"-�,,,"I�; ,"�-'.',','�r, '��r�'� , ,�' , " ", _" .", , _ "" _�',",_'_ _ "" '� � -11111111;� ­ ,", � . �_�� -�:Z�""'_7� -I- n ", " ", -, - � , '_ � "_'� " - , , ­*-`r'­-­g'r' - ,',­,2�K4�� �-'�e'�-'-"�nli�""'4" ,,�,",,'Y,�,�l,,-,,-,,',',�-,�,'��ll,��' "T�"��;�'�,' ,?i,,� � , - , , , , � , ', , ", -11, ��'5"'�,' , '-�­ "'�' 1. , ""' , �'� � 'j, '.' nr�""', " '&l -'��'i""i'��'-'<� 7� � � -,,- -�--" '�� - -�,,,�,�,7��,��",.,t",,����',��-.1� �'?' _ ,--,,,, -N ; " , " , , _ 1, to -', -" jl�""" �`,"' 1� �' f", � ....... �'� �Z' , i , - '_'_' �� i � -'� %"'�� � "!15'� "." , g��W' -2i"m ""'-""-' ,,,,,,,""","���-,,_,,,.��ft"""� PtodoRmt-t-�dA,-hlt�ot.r.,Ll�.s.dFI0,14. . 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I �"-�!�,'&'�-M" r-' "*n�R�.",,- , 1� 11 '�" Qualft AeRtral L" ��� X - AmerwaW Mr Me Ato-Adfortra., �" Inneett ool � i , , . - � - - "­­v_t ""'", 11'­' I 'E""" '��"""��,"­ �_A�"'-'_"'1"-'il '�N', I " , 11111'1�_ "". 0�'o.:'�'.­"'_ "I _Ngm '_ � , cktilta Uturstal , -f,",�,',,,,.,,,,�,',.,',�,7.,,",,,��i,.,,r , '_ '� - � � � , '_,; ,,,, " , , �' - I - I I - ­1 I— I I- I "� A for Us, Amoral tar use , '' .-,- , , " Intel I Deal Proluct DdSCrIptio QOII awand, me 1. "y z Resistant Pressure all liodw.t Modial, Numigir ot, Naung lanaduot6traredurdw copilft��Dl in HVHZ outal " "osial lartal I seal li� Productkodid. Nurnbal or Name Product Darlaillon ctind-tEwrati-Dalls, in liwz outside HVHZ Resistant Pal 7�x'lrilreulltfodlgltlaa, Me ♦00*20Z �� �b t6w* I 151 RW452P lLwija, MII Irripil , V11iA Fb;k WIl 5 I yet Yet I Yet NA " I I I _Ql Alasudirmal0l, Ati= Uyll Artarognarl - I I tMifill 0.aw I Mullilen,i W, All DbolmAii dl-ftjndow.'s- Mullioa,l 050120113: -Yas yas Yet MIA , See 0 Vl Ristal'blutl ., hill Product Nalell LaI exegratio, Date Duwi wil Ileall Protl ,Alumiraurrn 2' 5764 Vemew'Aluminum "WElon 1213r=4 No'; Yes yet WA I Florida Department of Business & Professional Regulation. Building Cogs and Standards, PtiodurtAplitoval Application Detail Page ismatil T­ Ylibitz fiximutagal C-rd- Ennirll Liall validated EDO validated subtrioal FAC lanytol Aricripw Stall Tyrei j6lM.lbn mamujiRl Rquallon 204 JarneSHal Wflornp.PrOdl Ine. Chad Dl4rl ,V,A�drillw*rart Southard, P,E. olipar'921 12�IV2= oifimqll olrg�810;Aoh Re sin" 2020, All , . Call, -Paurie-wilia Oasu5liiwi5q PE-a`1682 ,John I3ti5�)567.35zs I cad 1 60I PW61 wall$ suhopiqrwoqr: al olusd4braka&-thardl � sutx;-tow W'4 i corriplial sili EyQuAl Report torn"a R­ ttpinpjlliftae 0.0,od: Eyallit,ft Ftoll Rajilderill koll Qoar4ael FI-011 I'll RegliefiertipArantoat,rR Feofi..ol Eftol P'.1assill Engineer ''',-,-' �,,,4*',�����,� 'ir��,�_ �,_ ,, I r� "111,"l1 W��."" ,- - -"" ''1_ '4�""i'� M�3' """""�-�, -- "�,�-.,,�,,�,��, ,�,�,�,, ,""-,y ��­"" ,��� ", ' 11111-19I ,l,- ` - `I' I . I Qualifier Asaal Apeartntedror use A—alled,11 I Impal Deal gill arol 1poill "Ottrij. Nam illreidifet doerli " gw�l wipirwil Il 1. HVH Cull "VU Resistant liml iil lar9out1plol NUalbirvir Norps, cmlrkeSldh ia Aber-cement Imalding 4=2Yt e Yes WA A ..Aq,1T&tSellI 'oqw6 -2 HardiaPlaunk LwSWIn lb-Ce-fli, lap l � r Iminm yal Yet MIA NA . 2 o. &Wdt:Ma`moV'r4&l4W: $offit Product tkscripbo Vent or Sold Vinyl sollit Vent or Solid Vu1A Sulft rerwimO'�aiR laQ�ev z Aiiiii Aw prol vodaww6el I 1213i)7421 No yes, No WA 1 GAIF A40nalt Roof ShIngles iwV202i No Yes No ,WA - Fiords Department of Business &.,Professional Re9plawn Pal orz - Florida Department of Business & Professional Regulation . Past, I ail , Building Codes ,almd,Stairdiuda I ioz 21 I Wilding Cbrdas,andl Standards , I'll Product Approval AWIlloatildt, Data it PirraductAppromat Application Detail witick = Date call, Pell 96 I code Entity I I cia"i .Dal Date Pendla me Cenral;Ell A L1.0ma valtil By Vandal a"Witt"d FsaAplbea,tal Alel-Vid statu'r �XL- Venal- Nazi tutor' camed Sorrilruisaral Lt ... Re validated go Validated tubel F&C Alagra�aj Apart- — mul stial RobOrt Will JoInAW'Xnezovior. PE ,l 09l 106212 Ir5m, M20 30 APIJVI�-d Rausl 2029 TAW Butting products LLC: Kerr! Ederi R abet Mell JOI,a W. Krjl2�sl PE 'll l 17P20 lM?J2QW 17J15/2020 Approved I ,."I I 00017M-3411 Pr.19fi:36 lRu)772•BdzA I I I— 1 . I I I I . U004r.'Roblill (41 7; 824-SW P1559l lV54)7TZ-M4 ,� msti.begal tpapcaie4o1nUr,dodRwh-nl "Tt-ed.a.0nermir-l. I Ploliassil Engineer. � �j��4­ , � , , F QJaIII PAillialral AR6=Ul Agw�aef�qlrWgl lial Dealsain . . ' � Al Vab AiporOed for Q" "al ow f0oduoll Ditak6liIjoh central tiolvaltre. V lgal flVHz i4 kwatant Pretty *0Q* , Product filoatil. Nuirl or Name: lagidul 0ascripho Cj�� Wpawe Rvkgz - , Roslinant Pris Fibergi.- haeltreadI larrifirl 51allb."di 1 wlw= N. � Yea WA WA I TAMKO Rod U.,161farm �HVHZ) al Rooiwdll ymertsfof.al BC 10110021� Y_ Me NlA WA Itial al Sturga. 1 juriadi.tions. 2 7AMKO Roof Ll.deraymenta lNoM-wVHZ) Roof:.rostalyrien1trforusein FWnW_kVHZ lotlW021 No Yea W,A MIA J.raddll Floridaapertment of Business & Professional Regulation . , I'll a I I Florida Department of 131AGIVil Professional Regulation I I PN61 till Florida Department of Buslrte�A Professional Rogplation pap-i'l Florida Department of Bul Professional Regulation Pal ofl Building Codas and Sitindards I KVRQ21 Building Codes and Standards 1102027 Building Codes and Standards 117=Z Balding Codes and Standzirds 16021 ProductApprol Application Detail ProdLictAppiovall Application Detail Product Approval Afrplical Detail Product Approval Application Detail 101 irtity . care Palo Nrul -0 : ; i i at; W1,12garplialialifilligaliffiffm iffamommmomm ii i ;; I ,i : : 1 'i i;; all 1 1; ' le ! i iii i ill I iili ;: i SMINIMM C040 it" 0 Data Dal Dal, ftildfird bate � Q11111 Feldly 9I Dal. pit, pansim. U." sm taft "'fill 041. al ciatimpeadfil 1014 _T True )L.ittarattrerI vand'al 911al Em.l a Uteri.. Vlaidglial = Fell; ft-yal ApOl stamet R21k, verailoh afitainufaroturafir �cbn Medial License, Vifill EW Vailidattad UEM aped FlsoAolpro,"t All AM ixill ka= Manufacture —1 grildinnual & Lube. Well -- _Validal,ed, Suitell FlEICAloprinral Agliall T­ Amial Manufacture I Curtad retinal & U- V.44I 13� Validsl 5fliserated FSC Arl Approved U-il Ro'll.l 20s� L':V, Thonnipsoiri, lik;. til Thbmipsarl Aronff6l � Tony Christman Zachaul R� Prosit Steven 4 Llrf6' PIS C01171l *il ixtrz"020 IPJ1=020 A pp,b,i.d Rel "In gpilg , ol Metal Frail Ilit. cial ... e jo'�f_ L� Eftial P1�0' St�e� M. UrIcII!,FE V W27d2D2.0 DiDrZ51320 1019412OZO 12tt$0020 ftp,qked Ra4i,lo, 2020 L-"ftq. I Katirme J.It'ay J.l I- iligolmlair, oE. Steven M, l PIS I 1=020 jV2312020 W290020 drigFIRC Appr I I Rsuslon 2020 Ronal R�.Iklg Amdw�Pobfin lAPNC,Qm[l Evmlu.tima owy W. wollier I V)3=20 I 11ml I 11M,612020 Appro,yed! Mirtlehe b.ripsa.yl`TAMl �Cwlal Roodriti ' I � I 161SI 246-1466 PE-74l (717) 317-0454 ton.��Oorlretftto-finql . , , Cgargl todfflrug� I a.bCAag.W, � toolling ft.esalorlaa thsam- (%,A) 703-WO CBUCK E400pring (TI 1) 317-8454 owrilow-flatmoo,ol FF,�l 442 1 I caltatill Ro."i; subcategory! AearripAboets-rie. that all (501)194'�_61$� RE-31242 (717,),317-8454 lciall,*Alwarn-com I I I I � I Cattal R..finQ subc.t.0l. Rtl T110 , (801)�iil Services LC P05) 85414116(Q RobInAA41staiGbol sup&j4jory- Rol 1�0a�saiarl firai4r4 aft .r � 1 � . integral Pan ATIN 000969 Oystefis ' I . intogral Patel RaWPOSygWril , dorripfian. , Me I , Eall Raport firowl. ` - ' . integral Part ofilhe Ropfingey'stem ,I compiu,rs.leaulaii Eywwaiudntewrn­ . COmpliarlelaill.th.di5t.1.6tion Ral items I Prodwol,E,lilusitil Fray 0WpIJ �dY1wthbd:F;VAatIQIrAoPorlkol " � Fforidd Registered Aral or a Ljoel Florida . 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S..rd l No Yes NIA MIA R . Florida Department of Business & Professional Rqaulation I I I . ".1 ofi BulfidihgCodesand Standards lffi2l Product Approval Application Detail ­16 larl . ,&-. DR. Qat. plandinal plate Type V-1- filigniew.r. CVIA.d Engineer 4 LJoeral V,olll sy Widal -Sawimnitt" FISCA.-sl Pupproved Statu,, Ro'halon 2020 oornnilal Carol Pr.d.,,Wl Rob.nGft Sal A, Greenberg Jell Hey ­[211,�=20 12nA2020 1229J2020 ding VIRCAPPrl cetagow. gt'uduralba,'�bw-rita , %13)8��3707 PE-*24l (3k2) 6M,931 i Slulal gl Prodi Introduced ea a Reaull , entiastsapevatel Qual A..- AM -lid for U" Aloor-liferuel anal Ill si,rl Produ ModeLlNumberbrNalarle Product p4orptioul g-0.0l eipl Gaza.. In 1�vhz Widd. HV -Pro, I Query Preast or Com"10MR! Coroio�o Products Fiscal and Prealraleal Corl Untittill D512312024 No Yes MfA NIA , _fllllllll0 a) III -0 = Cn —00 2-4-f a) -ill 0 = -0 12 a) a) CD_ C:�_ 0 = 0 " = — 0) CU -011-a 0 -0 w .*., CL (n . a) -6Z (D —0 0 0 —0_0 -= — VJ = C 2 w ICU Cn = .O— _11I lillill- CIO ._ Cn a) L_ 11 I 0_ = F —a ._ W a< N s Cn Ca U -0 2 CL � O • ' : im goo tC7rig.Tit2020 ��ApprApproved Products Fa threat Inks to SSTapprovers Wed beloVi, CLICK HERE. Updated i23/2020 Simpson Strong Tie 2U20 FBC Approved Products Updated 1 13202e SlmpSon StrtrigTIf2U20 FCC Approved Products For direct links to all'SSTap-royal& Ilsted below, CLICK'HERE. Updated i202020 Simpson Strong -Tie 2020 FBG Approved pCollectS For direct Inks to approvals listed CLICK HERE. Updated i2 12020 W 0-0 all . For deed Inks to -rill 53TapprWals fisted beiovo, CLICK HERE. _ - .- - all SST belavd, -rd Tt --a regarding Florida's t to For Information tlm F St swills Protluci royal mantl rJNaritt-Dad :Gaon N sob ae-taneer0 CLICK N RE da _ d e bird Ac t r A). E ._.... .. e9....._.g ._....App.. Sys- - lY.. p..... Fix-additiotrel Inramatlarf re- ardor Fiodda s atewtda Product:. rover tam and N6srN Dade: rat -9..__.9 St_ __.. Approval SK County Nance-ofAeGe lance. NC euCK HEl1E. p_... ( A), -n- .... .. ,. � t a C HERE. a' i: -0atl. n - F rutptlonel Information regarding FloridaFlalds s atewwa Produ royal rem and NNarry B Goo Notice -of Abc6 an. e. NO,' ,.-CLI K _.. e9.. .9 St. _.App ?Ys ty P... ( Al a- tl e :r - 1 a e.. :arni T Approval te„ dM rill Da 'faun F ad tlon I Im'dmatlan a tr F odds St lawki.. Pr.. c W S ...man. a tl0 .. .. .e9....9 .. _. App _...Ys :No[' a. oe rand 10 CK HERE k;0. Ac a (f 1 IY ,.E?... A) �4 .� V � N � F(,#2356-R7 FL#10445-R5 FL#10456-R5 11 HUS, HUSC sodas hangers, ranging from 1-518" 3- Face -mount hangers available in evldihs to � (� 9116"and heights ranging from 45116"to11" Concealed flange 0 `/ Sea#, Product Model, Numba, or Name ProductDescdgtlon sSea#. PrcductModel, Number orName ProductDesedggen Sea # Product Model. Number or, Name ProductDescdotlon version (HUSC) available formodels having widthocPaltoor O O 1 Titan Slalnless Steel Concrete& Masonry Screw (fTN-SSj 114' diameter Tien stainlesssteel masonry l?crew 1 fl21, A28, p,33, R34 MO, A44 Angles 1 BT, BTB, B7H Br'IckTies greaterthan L O Qi 2' APA21, APAd APA6, APVA21, APVA4 APVA6 Outdoor Accents Angles 2 CMST72, CMST14 CMSTCI6 Coiled Straps I2 IUS "Ties hangers Face -mount hangers available invildths ranging from 1.7/8"tc3. 0- 0 3 APS44, APB44R APVB66, APBSBR APB88, APB88R, APB1010, AP61010R, APVB44; Outdoor Accents Post Eases 3' C874, CS16, CS18, CS20, CS22 Cord Straps 518"'and'heights ranging from 9.114'to 16'. FL#019-R6 APWB44R, APV666 APVB66R; APV888 APV888R, APVBi010, APVB1090R 4 CSHPI8, CSHP20 Coiled Straps 13 LGU3.25SDS, LGU3.63SDS; LGU5.2"DS Face -mount hangers C6 O �� 4_ CU 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2RA, APVDJT2-6; Outdoor Accents Deck Joist Ties 5 CTS218 Compressionffension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers CU Cf) -0 Q Seal Product Model, Number or Name Product Description APVDJT2R5 6 DSP, SSP'; TSP Shod to Plate be 15 LUC26Z, LUC2102 Face -mount hangers , 0 1 DB SD10112 B QUtdoorAdxents CannecNrScrew 5 APHH46, P;PHH46R, APHH610, APHH610R v Outdoor Heavy Hanger 7' H1- H10A H ,5 H H Z' HIS H16S H Ia-2 16.2S , 2 R, H3, 6, 7 , 1 H H urrioaneTies 16 LUS series hangers g Face -mount hangers avails in widths ranging from 1-911V'to 4- g available g g � � L -F-� L 2 SD9112, S09212 SDi Q112, S010212 Strong -Onus SD Connector Screw 6: APL4, APLB, APT4, APT6, APVL4y. APVL6, APVT4 APVT6 . Outdoor Accents L and T Beam -to -Column Tres 8 HGT-2,: HGT-3, HGT-A Heady Grier Tredown S{8' and heights ranging from 3'to 1D-1511:6" 9 9 9 (n (� (� 0- CL SD9112SS:$12S , .D92 S ,- e Strang Dnv SD CannectorSS screuv 7 flP 2 P H 4R. 2 APL PLH2 PL 2 0 LH 4, A L 2_ . APLH 6 H28R,A 10. A H 1 R Outdoor Accents Hangers ou. a r _c_ is Light Ha g rs 9 HS24 Hurncanefife 17 . 2Face-mount� MGU3;63SD GU5.25 SDS' MGW5,50 SDS MGU56 SDS MGU7.00 SDS S, M _. -Ha 4 SDCF22434, S❑CF22.R12, SDCF22614, SDCF2270D SRCF228,�8; SDCF221014,. __ :> Strang ❑rive SDCP Timber CF Scre'rr 8 BVLZ - Brick Ledger Connector 10 _ ,. H6S2.aDS1.5, HSS2.2 SDS3: H5S2 3-a�D53 HSSA SDS3 Heavy -Stud Shoe 1 8 IU; r a M Barash hangars ,, r F ce-mo nthangers.: Vella e m wi ran from 1-9116 tc a- a uavailable dths ging'F m SDCF221134, SDCF224334, SDGF271958, SDCF2723, 8 9' CST2Z_ CBT4Z Concealed Beam Ties 11 HST2 HST3, HSTS HST6 Straight Straps 1R" and heights ranging from 6 16116" to 19-1/Z'. 5 SDCP22434, SDCP22512, SDCP22614. SDCP227W, SDCP22858, SDCP2291i2; Strong -Date SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28,, HTS30, HTS30C Heavy Twist Strap 19' MUS26, MUS28 Face-mounthangers SDCP22110D, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTS016KTZ. HTS020KTZ HeovyTwst Strap 20 SUR, SUL SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614, SDHR31400, SOHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Drywall Stop 14 LFTA Light Floor Tie Anchor DAB" to 39/18" and heights ranging from 3.111610 1"9'. 7 SOS25112. 5134-SDS25200,SD5 5212. SDS2530 ,SDS26512 SDS25412-. £iDS2 , ,. 2 0. , Strong-Drive,SDSHeavy-Du Conne' or Screw 9 Y tY set. 13 F .FC6 C4. Framing Clips 9 P 15 LSTA9 LSTAI2,LSTA15 LSTA18 LSTA21,LSTA24.LSTA30 LSTA36 , Stra ntwa s 9 p Concealed flange version (SURC,SULC)availableforall -double SDS25500, 8D5256o0, SDS25860 14 FVWNZ Foundation Wall Angles 10 LSTi49, LSTI73 Straight Straps 2X- and -4X models; only acute flange is concealed. 6 SDS 611 SS S 525200SS SDS25212SS' DS25300 ,9 SDS2531:2SS 2 2. , D : S S_,, Stron -rive SD H ut Connector SS Screw g D S eavY D:, Y nee, 15 G , GA1, A2 Gusset Angles A 9 17 LTB20 LTB40 Bridging g,-g. 21 U series°han hangers 9. Face -mount hen ers available In widths ran in from 1-W6"to 9 9 O, 9 ,, SDWF2716, SDWF2720, SD'7t1F2724 SDWP2726, S0,WF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2 aT H8, H10A2, H1 DS, H14 HGA10 HurricaneTles IS LTS12 LTS16 LTSI&, LTS20 LlghtTWistStrap 6 and heights ranging from 2-a18 to 1 i.il-0 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium Girder?iedown 18 HH4, HH6 Header Hangers 20 MST27; MST37, MST48, M5T60, MST72 Straight Straps FL#1 W07-RB 19 KBS1Z Knee -Brace Stabilizer 21 MSTAP, MSTA12, MSTA15; MSTA18; MSTA21 MSTA24, MSTA30,-MSTA36. MSTA49 Straight Straps FL#90667-R6. 20 LW, L50, L70, L90 Angles- 22' MSTC23,.MSTC40, MSTC52 MSTC86, MSTC78 Strm ht Straps Sea # Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC48B3, MSTC66M: Pre -Bent Straps Sea* * Product Model, Number or Name Product Description 1 ATR318, ATR1/2, ATR518, L ATR314 Threaded Rods 22 LS30, 1.550 1.570, LS90 Skewabfe Angles 24 MSTI26„MSTI36, MSTI48 MSTI60, MST172 straight Straps 1 BA series hangers Top flange hangers available in Wdths ranging from 1-9/16" to 7- 2 ATUDS,ATUD6.2,AT.UD9,ATUDg:2ATUD9�3.RTUDIG,ATUDid.2 , Aluminum Device p 23 � LSC2 ;.. Adjustable J g 25: MTS12,MT516,MTS15MTS20, MT8240MTS30, MTs3DC Medium Twist Strap IM" heights ranging from -1 V o and h pints n9 n9 r m 7 t - t 30' , 3` 6P3t8-2; BP112,.BP1f2.3, BP5f8 2r BP518.3, BP314, BP314,3, BPRTUD3 4 .Bearing Plates 2>l L�w�J26LZ; LS�r-J26RZ', LSSJ28LZ; LSSJ28Rz, LSSJ21AL2: LS5J210R2 Field Adlusiakile Jack Hanger 26 NCA htCA2x10 12, NGA2x1212, fvCA2x8 16, NCA2x1U 16, 2x1216 Bridging r_ ping 2 DGBF,senes hangers o flan a hangers available In vsdths ranging from 3-518 to 7- T p g ge r rig rig 4 CNW3{8: CNW112; CNW518, CNW314, CNW518 112, GNW3t4-Si8' Coupler Nuts 25 LSSR1.81;; LSSR2;1, LSSR2 37, LSSR2.56, LSSR210 2, LSSR410 . , F�ak1Ad)ustable ShpeatilelSkewable Hanger 27" RCW812, RCWBid ld UVatl Bracing. 1R" and heights ran in 'from 9-114"to24" Ig g g 5 CTUD55, CTUD65 CTUDe$, CTUD75, CTUD76, CTUD77; CTUD87, CTUD88, CTUD97, Coupling Take -Up Device 26 LTP4; LTP5 Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-112'to 3- 9TUD98, GTUD99 27 ML23Z; Mt24Z, ML282, ML28Z, ML2107 Angles- 29 RSP4 Stull to Plate Connector 518" and heights ranging from 7-114"to 24". 6 N3, 144, N5; N6 Heavy Hax'Nuts 28 MMH8 Roof Tie -Doan 30 SP1, SP2, SP4, SP6, SP8 .Stun Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3/4" tc 3- 7 RTUD3,RTUD36 RTUD4 RTUD4B. RTUD5, RTUD6, RTUD7, RTUD8 Ratcheting Take -Up: Device 29 MMIHG - Hinged Roof Connector 31 -SPH4,SPH6,SPH8 Heavy Stud Plate Tie 518" and heights ranging from 9-1/4"to24". 8; TUD9, TUD10 TaKe.Up Device 30 - MMLU26,, MMLU26 2, MMLU213, MMLU28 2, MMLW210„MMLUI211, MMLUI39, MMLUI311 Face -Mount 32 SS r` r W :SS4.5 1 �; SS2a, S , , Stu,. d Shoe 5 EG5 EG7 EGO dries hangers § 9_. To flange hangers available in widths ranging from 5114''to 8- p g 9 9 9 9: TUW38 Take -Up Washer . 31 RED RBCP Roof Boundary Clips 33 ST9, ST12, ST18 ST22, ST292,.ST2122, ST2115, ST2215, ST5215, ST6224, ST6236 Slraijht Straps S Vti" and heights ranging from 11"to 32-112', 10 Uft53" ,,. - 3/8 ,Uplift Rod. Run Tledawn,aystem 32 - RST 3 RoofTie-Down 34 TB20, TB27 7B3Q TB36 T642, fB48 T654,TB56 TBBQ . Bridging Tension Brrdgmg Z '- EGQ settee nangers; o' flan a.hangers ailable in widths ranging from 3.516"io 7- Top ,g , available d ang g f o 11 UR54 112 Uplift Rod RunTledowm System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TWB12, TWB14 Wall Bracing 1/4' and heights ranging from 11AW to 32", 12 URSS 518" Uplift Rod Run Tledown System 34 STC- STCT DTC- HTC4 Truss Clips 36 VGT, VGTR, VGTL Vaxtable, Pitch Girder Tiedown 7 GLS series hangers Saddle hangars available in widths ranging from 3.1 X'to 6-71W 13 URS6 314" Uplift Rod Run Tledown System 35 TJ037, TJC57 Truss Jack Clips 37 WB106, WSJ 08C, WB1 26,L WB126C, W8143C Wall Bracing and heights ranging from 8.112" to 28". W ZZ Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 118" and heights ranging from 11"tc.32". FL#10441-R6; FL#10581•R5 9 HB series hangers Top flange hangers available In widths ranging from 1-9/1 V'to 7- FL#40447-R9'' 1)2"ond heights ranging from &'to 30", Se" Product Model. Nunn 06r or Name Product Description S a # Prndue't Model, Nurn bar or Name Product Desorlbtion 10 HGLS sans hangers Saddle hangers available in widths ranging from 5-110 to 8=7/8" 1 OTT2 Hold-down Sag # ,Product Model, Nunn ber or Name Product Description 1 CBH2t37x5 5, CBH2 37x763, CBH2.37x9.75 Concealed hangers and heights ranging from 10-112" to.26'. 2 HDC1014, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU; DHUTF serieshangers Face -mount (DU, DHU)'ard top flange (DHUTF) hangars 11 HGLT series hangers Top flange hangers available in vAdths ranging from 3 IX'to 8- 3 HDQ8, HHDQ11, HHDQIA Hold -doom 2 DSC2R-SDS3, DSC2L-^,.r• DS ; D8C5RSDS3, DS05L-SDS3 Drag,StrvtConnectors avaffable in widths ranging from 1-9/1W to 3-9118" and heights 718" and heights ranging from 7-1 0to 32". 4 HDU2,.HDU4,HDU5,HDU8,HDU1I,HDU14 Hold -drown -3: GBC Gable. Brace Connector ranging from 9.118'to23.1511$'. 12 HGLTV series hangers Top flange hangers available. inwadthsranging from 3-1/4"to7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1;81; HCP2 HCP4 Hip Corner Plate 3 HGU3.63-SDS, HGU5.25-SDS; HGUS 50-SOS, HGUS 62SOS, 1-IGU7.00-SDS; HGU7.25- Face -mount hangers 118" and heights ranging from 14" to 33". 6, LSTHDB; LSTHDSRJI. d;d Strap. -style Bold, down :S- _ .:r HHRC2.2, HHRC42,HHRC42.2; HHRG4/1,81, HHRC44; HHRCS:25/3.25 HHRC5:3713:12, `-�� i Heavy Hip to RidgeConnectnrs SOS, - 13 HIT series hangers 9..... Td flan ehan ersavailabieinwidthsran in from2-5116"toL3- p. 9 9 ranging 7' MASH MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Faca-mount hangers available in widths ranging from 1-5V to 7• 9/18' and heights ranging from 18" to 28". 8.: MPAI32,`MP.A144 ur i ' anchor Strap-stylep..ina c.. _. 6' HRC9,:: n HR "22 .. $..,.. C._. Ili . Ridge Connector _p.. O at$" and heights ranging from 5-5/16" to 12-718", 14 HUSTF series hangers 9.._. Top flange joist hangers available in widths ranging from 3-1 8" to 9 9."9 9 PA1$, PA23, PA28; PA35, PA51, PA68 StraprWlo purlin anchor 7 LRU26, LRU28, LRU210. LRU212 Rafter Hanger 5 HHGU5,25-SDS HHGU"0-SDS, HHGU5.62•SDS, HHGU7 00-SDS HHGU7255DS; Face -mount hangers 3-9116" and heights ranging from5-W8' to 13-118 . 10 PAII8; PAI23: PA1281 PAt35 Strop -style purlin anchor 8, LSU26, LSSU28, LSSU210 Light SiopeablelSkewabie U Hanger HHGU9.00-SOS 15 HUTF, HUCTF series hangers Top flange hangers.available in v dihs ranging from 1-9PIT to 5- 11 STHD10, STHDi DRJ Strap -style hold-down 9 TBE4, TEES Truss Bearing Enhancer 6 HHUS26-2, HHUS28-2 HHUS210.2 HHUS46, HHUW, HHUS410, HHUS5 50110, Face -mount hangers 11Z' and heights ranging from 3 711.e" to 16% Concealed flange 12 STHDI4, STHD14RJ Strap -style hold-down 10 TC24., TC26, TC28 TfussClip HHUS725110 version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218.2, THA222-2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL HSURC, HSULC series hangers Skewed face -mount hangers available in writhe ranging from 3- greaterthan 2-9116". THAC422;.THA426,THA422-2,:THA428.2 1/8"toy-118" and heights ranging from 434'to15-31d"_ 16 HWP•series hangers Top flange. hangers availableinwdthsranging from 1-9118"to7- 12 THAI1 81122 THAI2 06122 THM2,102, THA1222, THAi322, THAI3522 THA1422 Adjustable Truss Hanger Sized for Wonts Concealed flange version (HSURC, HSVLC) available for all 1J6' and heights ranging from 5-316" to 28": i 3 THAt_422, THAR422 Skewed Truss Hanger double 2Xand 4Xmodels; only acute flange is concealed. 17 HWPH series hangers, Tap flange hangers available in widths ranging from 1-0116" to 7- 14 THJA26; LTHJA26, LTHMA Multiple Truss Hangers 6 HTU26 HTU28, HTU210, HTU26-2 HTU28 2, HTU210 2 Face -mount hangers 112' and heights ranging from 5.318"to 32', 15 THJM2-4-SDS3 THJM2-5-SDS3, THJU26, THJU28-W .Multiple Truss Hangers 9 HU, HUC-:series hangers. Face -mount hangers available in widths.ranging from 1-W1:6'to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-OVI T'to 3- 16 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2-718" to 19-1/4"_ Concealed flange 518" and heights ranging from 9-10to,16". 17' VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC)available for all models having width equal to or 19 JB series hangers Top flange hangers available in width of 1-9116" and heights 18 VTCR Valley Truss Clip greater than 2-9/16". ranging from 5-318" 10 7.114": 10 HUCQ1,81/9-S]S, HUCQi 81111SDS HUCQ210,2-SDS, HUCO210.3-SD5HUGQ310- Face -mount hangers 20 JBA series hangers Top flange hangers avoilable:in width of 1 9116" and heights SDS,HUQQ41QSOS;HUCQ412;.SDS HUOQ52519-SDS,HUCQ525MI-SL7.rr;HUCQ610- ranging from9-8H6"toF31I8". SOS. HU66612-SDS (n �• Simpson Strong Tie 2020 FBG Approved Prod.ucts U d tad 12/3fs020 Simpson Strong -Tie 20 FBG Approved Products Updated 12012020 Simpson S#rangTie 2U20 FBG Approved Products U.d.ata 12ft02D Simpson Strop _Tie 202UFBG Approved Products U ppd tee 120/2020 For direct Inks to all SST approvals Ned belove, CLICK HERE:. For direct Inks to. ell SST approvals listed fielara,. CLICK HERE,. For direct links to all 88T approvals listed below,; CLICK HERE. For *0 Nriksto:all SST approvals fisted belovi CLICK HERE. , For additional information regarding Flanda s Statewide Product Approval System and Marro -Dada Gorily n irir iacac Notice of {NOA), --- . ---. -_, . For additional information regarding Flon�s Statewide Product System and Mann -Dade Canty Notice � Acceptance {NtJA), cLGK HERE. For additional lnformao arlini Fibrillae St a Product royal System d M �Dade£oun onreg 9 atewid st Approve] Ys man oral N of ca Cane NO - C'i rr>E uFac # Notice Ac R a { A), For addticnal information regarding Flmdas Statewide Product royal tam Brill M T7ade County s9 9 APR Sys airs ri trieiavaa Notice of Acca lance NOA _, tY p { ), O 21 LB series. hangers Tap flange hangers available in wdth of 1-9116"and heights: FL#11468-R5 18 $/LBV1'56,L S/LBVI31, S/LBV2 06, Wl_BVZ37, S1LBV2.56, S1LBV2:68, S/LBV3,12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 53181to 15-1f6". S1LBW3.66, S1LBV3 62, S1LBV408 S1LBW4:12, S1LBV4:28; S1LBV4.75. 51LBV5,50 6 Strong -Bolt 2 (M2,;STB2-48S, STB2-6SS) Strong-Soltt2 Wedge Anchorfor concrete availablein carbon 22 LBAZ series hangers 6 To flange han ers available in width of 1.9116" and heights p g g,, 9 Sea # P a uc del, Number or Name 1✓� t,.LdP Product Description 19 , SILTT20, S/DTT2Z, S/f TfT14 HTT4, HTT5 Holdowns steel and Types 304 and 316stainless steel ranging Isom 9-3/16" ro 13-11$", 9 9 1 H 52 =3 HU 2fi0--0' HU 10 H S JaistHan Hanger 9 2p t31MST60 SJ'MST72 , Straps 118 mil 10 a _P ( 9.) '7 Titan HD HDH THD-HMG THD H4S$ THD H69S THD C3 TWD CS65S (T , ,. ) v Tien HD Heavy Du Screw Anchorinr concrete and Y Duty masonry 23 LEGS LEGS, LEG7 series hangers Top flange: hangers available in widths ranging from 3.1 /4'" to 5- 2 HRS6, HRSB, HR812 Strap Ties Z SP4, SIPS Stud PlataTies avapabie With hex head In carbon steel and Types 304 and 31.6 718'-and heights ranging from 0" to 33-1P2'. 3 HUCQ210-2-8DS, HUOQ2103-SDS, HUCQ310 SDS Joist Hanger 22 SSP. DSP; TSP Stud Plate Ties stainless steel, or wrath countersunk head in carbon steel and 24 MIEG5, MEG7 series hangers Top flange hangers available in widths ranging from 6.114" to 6- 4 THG132, THGB3 THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Cfip Type 316 stainless steel 718" and heights ranging from 9"te:32-112". 5 THG02SDS3, THGQ3-SDS4 5, THGQH2SDS;3, THGQHSSDS4.5, THGQH4SDS6 Joist Hanger 24 T13D22 Truss Brace Diagonal 8 Titan HD Rod Coupler (TH037634RC, THD50934RC) Titan HD Threaded. Rod Coupler for concrete 25 MIT series hangers Top flange hangers avallabIs;in vidths ranging from 1-9/16"60 5- 6 THGW3-3, THGW3.4, T14GW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titen HD Threaded Rod Hanger (THOB25158RH, THDB37158RH, THDW212RH, Titan HD Threaded Rod Hangerforconcrate - ffi" and heights ranging from 9 1W to 24". THD50234RH, THD10212RH) 26 PF, PFE, PFOB, PFOSB Beres hangers Top flange hangers available in width of 1-9116" and. heights' 10 Wedge -All (WA) Wedge-Ali'Anchor for masonry ranging from 3 3l8" to 7 VV', FL#111473-R5 FLM3904-RS;, 2T RR Ridge raper connector 28 WP series hangers Topflange hangers availablein vdths ranging from 19116" to 7- Sea # Product Model: Number orName Product Description Sag_0 Product Model, Number or Name Product Description FL#1:5230-R8 118 and heights ranging 9-1114" to 3Z'. 1 DETAL20 Double Embedded Truss Anchor I CCQW,62-SDSHOG; CCQM4 62-SDSHDG; CCQM5.50-SDSHDG, CCTQM3-62-SDSG; Masonry Pier Caps 2 FGTR FGTRHL FGTRHR Girder Retrofit Anchor CCTQM4.82SDSG, GCTQM5 50-SDSG, CCCQM3 82-SDSG. CCCQM4.62-SDSG, sea # Product Model, Number or Name Product Description 3 H16, H165, H16-2, H16-2S Hurricane Tie _ CCCQM5.505DSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry 1FL#10860-115 4 HETA12, HETA16 HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLQM4.62G-KT, ECCLQM5.50G-KT, ECCLLQMD3.62G.KT, Masonry Pier Caps 2 ET -HP Ef-HP Epoxy Adhesivefor masonry 5 HETALI2, HEfflL16, F ETAL20 Embedded Truss Anchor ECCLLQMD4.'62G-KT, ECCLLQMD6,50G-KF, ECCLR"QMD3.62G-KT, ECCLRQMD4 63G- 3 SET-XP SEf-3{P High-StrengHi Epoxy Adhesive for masonry S„go, Product Model. Number orName PmductDescrjption 6 HGAMID;HMO Masonry retrofit connectors KT,ECGLRQMD5.5QG-KT 4 Strong-Bolt2(ST62) Strong -Soft 2Wedge, Anchor for masonry I ABA44 AEA44R, ABA46 ASA46R, ASA66: AOASSR Adjustable Post Base J 7' HHETA16, HHETA20, HHEfA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUW.25 HGUM5.50, HGUM7,00 HGUM725, HGUM9.00 Heavy Masonry Hangers 5 Titan (1TN2) Then 2 Screw Anchor for Concrete (n 2 r - ABU44, ABU44R, ABU46. ABU46R, ABU5 5, ABUa 6.. ABU6S, ABU65, ABU66R ABU88; Adjustable Post Base 8 LGT2, LGT3-SDS2a, LGT4SD53 Girder Tiedowrt 4 L -3 GUM26 2 LGUM263 LGUM28-4 LGUM28.2 LGUM2$ LGUM28 4 LGUM210 2 � Masonry Beam Hangers Y 9 t3 - . - Its ❑ SS HD 5 D 5655 Titan HD (fH H4 . T H65 , TH C } Titan D Heavy-Duty5cr tIc n t available In 304 T H Screw Anchor for co ere a av la ABU88R,ABU1010:.A13UiOJDR:ABU1212,ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3,LGUM210-4,LGUM48 LGUM48,LGLJM410 or316stainless steelvothThex head, and 316stanlesssteelwith _tf 3 ABW442, ASW44RZ, ABW46Z, ABW46RZ, ABWWZ, ABW66RZ, ABW7-7 Adjustable Post Base 1D mFrAl2, META16, META18, mETA20 META24, META40 Embedded Truss Anchor 5: MBHA3.126.25, MBHA3121I1,25, MBHA3.561725, MBHA3.56f9 25, MBHA3,56111.25, Masonry Top Flange Beam Hangers countersunk head. 4 AC4, AC4R; ACE4, AC6, ACGR, ACES Post Cap I I MSTAM24, MSTAM30, MSTCM40, MSTCM60 Strap Tie for Masonry MBHA3 56111,88 MBHA356114, MBHA3.56/16, MBHA3.66/i 8, MBHA5.501T.25, 7 Titan Turbo (TNT) Titan Turbo Screw Anchor for concrete or masonry 5 BC4, BC46; BC4R SC6 BCBR, BC6, BCS2-2f4, SCS2-316 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5-5019 25, M8HA5.50/11,.25, MSHA5-50111.W; MBHA5,50J14, MBHA5.50116, }4 6 CB44, 0648 CB481 CB66, CB68 Embedded Column Base MBHA5.50118 O 7 CBS044-SDS2 CBSQ46-SDSZ CBSQOS SDS2, C83Q86SDS2, cusa88-SDS2: Embedded Column Base 6 MBHU3,56/9,25, MSHUS.60fl l 25, MBHU3.56/11 88, MBHU3.56114; MBHUS.56/16, Masonry Beam Hangers' FL#16937-R3 ^ 1 8 CC ECC, ECCU Series Bolted column caps with W1 ranging from 3.1M" to 9-V2" and FL011496-R5 MBHU3.56118 MSHU550/9,25, MBHU6-5011 U. , MBHU5.50111 88;. MBHU5,50/14, W W2ranging from 3-5/8`to7-1/2" M81­U550MS,MSHU5.50118 Sea Product Model, Number or Name ProductOescnption � _ 9 CCQ-SDS2.5, ECCQSDS2.5 Sodas Screwed column caps with WI ranging from 3-1/4" to 9.112' and Sea # Product Model. Num bar or Name Product Description I X3481016.5K, X' S1016, X1 BI Oi6.4K XQ1 S1D18, X41 B1016.4K 410.16 Strong -Dove X Metal Self Drilling, Tapping Screws with #3 W2 ranging from 3.5/8" to 7-1f2" 1 DTT1 Z DeckTension Tie Drill Point V J 10 CPT44Z, CPT66Z, CPT88Z Concealed Post Tie Base 2 HD12, HD19 Bolted Holdowns FL#13975-R6 2 XLQ114T1224,:XLQ11461224.2K 412,24 Strong -Drive XL LargerHead Metal Self -Drilling, Tapping 11 EP844& EP644 EPB46 EPS66 Embedded Post Base 3 HD3B, HD58 HD7B, HD9B Bolted Holdowhs Screws with #6 Drill Point and Large Diameter Hex Washer Head �!! 12 FPS4Z Embedded Post Base 4 H174, HTTS, HTT5-3f4 Tension Ties Sep # Product Model, Nun bar or Name Product Description 3 XMQ11481224, XMQI 141312242K 412-24 Strong -Drive XM Medium -Head Metal Self -Drilling, V 13 LC644, LG866 Embedded Column Base S LTT79,LTT20B LTTI31 LlghtTenslonTles 1: SDW22300 w�D 2 SDW2243 SDW??458. SDW?25 5DUU22 OO. SDW?2638 W 2�3#, 8,. 00 6 ,. Sion Dr veSDW EW PLY TRW5S LY Sc ewe': g 1 P and P Tapping Screws wRh #5 Dr111 Por land Medium Diameter Hex 14 LPC4,Z, LPC6Z Light Post Cap, SDW22634 4 X0114S1224 X0114B1224-2 6K, X11481224. X0112S1224, X0112BI224-21C 412.24Sthong-Drive X Metal SetFDrilling, Tapping Screws with I#6 0 15 MPB447, MP886Z, MP1368Z' Moment Post Base. 2 SDWG15450, SDWO15800 Strong -Drive SDWC TRUSS Screw Drill Point L 16 PB44, P844R, PB46, PEGS, P866R Embedded Post Base FL#13628-R5 3 5DWH193WOB, SDWH/9400D8, SDWH19600D8, S WI-119800DB, SDWH191060DB Strong -Drive SDWH TIMBER HEX.Screw 5 XU34S1018, XU34B 016-51K #10-16 Stro ng-Drive XU Metal Stiff -Drilling, Tapping Screws with 17 PM44A, PBS46, PBS66 Embedded Post Base 4 SDWH27400G, SDWH276MG SDWH27800G, SDWH2710WG, SDWH2712DOG Strong -Drive SDWH TIMBER -HEX HDG Screw #1 Drill Point ie 19 PBV6. PSV10 PC44-16, PC46-i6; PC4815, PC64-16 PG66-16 EPC44-16; EP046=16, EPC48-18; Round Post Base Post Cap Sea # 1 Product Model. Number -or Name SB518x24; S6718x24, 8B1x30 Product Description SBAnchorBolts 5 8 SDWS16212, SDWS16300, SDWS16312, 8DW816400 SDWS19800, SDWS10712,81)WS22400,SDWS225boZDW522512, SDWS22600; Strong -Drive SDWS FRAMING Screw Strong -Drive SOWS TIMBER Screw (InteriorGrace) Q EP08416, EPC86-16 2 SSTB16', SST620, SSTB24, SSTB28 SSTB34 8ST836; SST616L, SST620L; SSTB24L, SSTS Anchor Bolts SOWS22800, SDWS22900, SDWS221000 SDWS221100, SDWS221200- SDWS221500 171-#35320-RO ♦�, 20 PC4Z PC4R4 PW, PCORZ, P08Z, PCBRZI EPC4Z, EPC4RZ, EPCEZ, EPCORZ. EPCBZ, PostCap'. SSTB28L 7° SDW5223tl0D6; SDWS2240008; SDWS22500DB SOWS2260006 SDWS22800DB,, Strang-DnveSOWSTIMBER Screw. (Exterior Grace)Ii � S�1 � Medal. Number prNaine Product Description +� 21 PPB44 4Z: PPB44-6Z Post 3 SDWS223012DBB, 8DWSP2512OSS Cutdoor Accents Structural Wood Screw DSSC84rt 3.5. D55C846, DS9C64$, DSHS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Post Bass FL#13812-R4 9 SDWS27300SS, SDW9274008S, SDWS27500SS, SDWS27600SS, SIDWS2780OSS, Strong -Drive SDWS TIMBER SS Screw 2 FCB43 5; FC845 5. FC647.5, FGB49.5, FCB411,5 Bypass Framing Fixed -Clip Connector SDW8271000SS SDWS27120OSS 3:. FPHSD34S1016, FPHSD34B1018, FPHSD34B1016-5K; FPHSD34S1214, #10-16 and #f12-14 Strong -Drive FPHSD Framing-tc CFS Self- O Sea:# Product. Model, Number or Name Product Description 10 SDWV13400 Strong-DrnreSDWV SOLE -TO -RI M Screw FPHSD34B1214,FP`HSQ3481214-5K Drilling, Tapping Screws L� FL#10866-R3- 1 2 CMSTI2;:CMST14, CMSTCI6, CS14 CS16, CS18, CM, CS22 HRS6 HRSB, HRS12, FHA6; FHA9, FHAl2, FHAIS, FHA24, FHA30, MSTI26, MSTI36; Cgi1ed Straps Straps 97 mil (12 go) 11 STN22 Outdoor Accents Hex -Head Washer 4 5 iSFC2.25, LSFC4.'25, LSFC1125, SFC2 25, SFC4.25; SFC6:25 LSSC425, LSSC6.25 SSC2,25,.SSC4.25, SSC625,M5SC2.25,MSSC4 25.,,MSSC6;25, Steel Framing Connector Steel Stud Connectors Sea 1f Product odel, Number or Name Product Description MSTI48, MST160, MSTl72, SIMST27 VMST37 51MST48 MSSC4;25KW MSSC6,25KW 1 FJA FSA Foundation Anchor 3' HTS116, HTS20, HTS24, HTS28,.HTS30, HTS30C'. Heavy Twist Straps FL#15363-R3- 6. RCKW3; RCKW5.5,.RCKWT5,:RCKW3S: RCKW5.5S Rigid Knob Wall Connector W 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30; LSTA36, LSTI40, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 ga) 7 S0843 5, SC845 5 SCB47.5, SCB49 5, SCB411 a MSC845.5, MSCB47.5 Bypass Framing Slide -Clip Connector ��//�� U) 3 G 46 6 .GH46-8 GH48-6. GH48-8 GH410-6 GH410-8 GH66 fl GH66-8 GH68 6 GH68 H , . , , Girder Hanger rig 5 LSTA9 LSTA12 LSTA15, LSTA18 LSTA211 LSTA24 ST292 ST2122, ST2115, ST2215 Straps 33 mill 20 o ape ( 9) Product Model. Number or Name, Product Description 8, SCS32 5197, SCS62 5#97, SCS52 51118, SCS82 5/118 Bypass Framing Con nectar 8, GH610=8; GH810 8 6 LSUBH3,25, SUBH3.25, MSUBH3,25 Bridging Connector 1 AS 18, AS 18$5 AS 1888 18 go. Truss Plates 9 SOV4.25, SCW5.5. Head -of -Wall Slide -Clip Connector 4 GLBSA, 01_6513, GLB5C GLBSD, GLB7A, GL676 GLB7C: GLB7D Glulam Bearing Plata 7 LTP5 Lateral Tie Plate 2 AS 241-15 26 ga. High Strength Truss Plate 10 SJC8,25, SJC10.25, MSJG8;25, MSJC1D 25 Steal Joist Connectors 5 GLBT512, GBLT612 t31-13T516, GBLT616, GLBTS20 GB1-T620 Gfulam Bearing Plate a LTS12, LTSie, LTSi8, LTS20 Light Twist Straps 3- AS•20 20 go. Truss Plate 11 SSB3;518 Bypass Framing Slide -Clip Strut Connector 6 B LBB GLBG HGL D HGL A HG r H B Heavy I I m Bearing Plate VYGua g to 8 MSTA30 STA36, ST8215 STB2?4 ST9 ST12 STIR 5T22 MSTC28 MSTC40. MSTC52 , M , - Straps 54 m11 16 a ps ( 9 7 4'I ASHP Hinge P H n late Connector 9 12 XL H 8B XLSH.34B1414, 5 7. 1414 14- D e , # 14 Strop nv XLSH Shaaldsred 5ef1 Drllhn , Tapping 9 8 pp 9 7 HG1'4, HGT.3, HGT 4 Heavy GirderTiedown 10 MSTC66; MSTC78 6T6236 Straps 68 mil (14 go) Screws LLi 8 UFP10-SDS3 universal Foundation Plate 11 MTS12, fvl'r516 MTS18, MTS2Q; MTS30; MTS24C, M'TS30C Medium Twist Straps 13 X I 1 16 X 1BICt6 K , S1214. X '1812. 4- .SK X07881224, X 78S1 ' 4-3K Q S D Q 4 , XQ1 Q 1 3, Q 22 #1 12 1 d # 4 Strong -Drive Metal 0-18,# - 4 an 12-2 StSelf-Drilling." 9 URFP Universal Retrofit Foundation Plate 12 S#81,56, SJB1.81, S/W.06,131B2.37, SB2.56;:SIS2,6%S1B3,12, S1B3.56, SB3:82, 6184.06; Top Flahge.Joist Hangers FL#16730-R4 XQI1451224, XQ114B1224-2.51C, XQ112S1224,XQ11.2B1224-2K, X3461016-5K, Tapping Screws Q 5/84.12, S1B4.28, S7B4,75, SB5:50 X1 S1016; Xi Bi W 64K, XI S1214, X1 B1214.3 5K Z 13 S#BA2.1238, SIBA2,12110, S/BA2.12/12, S/BA2.12/14, SIBA4.1818, S16A4.18110, Top Flange Joist Hangers Sea # Product Model, Number or Name Product Descr RLM 51BA4i18/12,SJBA4,18f14 1 ET -HP Adhesive Anchor for concrete Z 14 SI1-11A Hurricane Tie 2 GAG, GDP, GDPM-60, GDPM-75; GDPM-100, COPS, GW-50, GW-75, GW-10.0, GTH Gas actuated fasteners and assemblies 15 VHD8S,,S/HD86, S1HDIOS, S(HDIOR, S1H615S, SIHD15B Holdowns: 3 PDRA PDPA-K, PDPA MG, PDPAT, PDPAT-K, PINW, PINWP PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies 16 5/1-ID1.14,,SJHDU6, S11ADU9, SIHDU11 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHAA J 1T- SIJCT, SIHJCT Joist Hangers 4i SET-3G Adhesive Anchor for concrete' SHEET N0, PA 1.2 qqj