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Home My WebLink About39894 Harmon Grove CtrJ rn 3 d rn 0 co r `CD J CV I 0 0 N 0 0 0 CV I m L i v+ r a a OO s v c c J y N LZ v v i i>'i 'o i d C _o U J v C� O co N a a 0 N 0 c!S m v 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 RAID or Red. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REiNF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BILK or BLK. Block GALV or Galv. Galvanized RND or Rnd. Round BLW or BLW: Below GC or G.G. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community 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 TIP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WOW 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 MIL or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation FED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or WIC 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. Wail 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) 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 SIN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES PLAN REVISIONS MERAN 2ROOF 30 FT. HIGH TYPICAL DATE VERSION DESCRIPTION THIS DRAWING AND DESIGN IS VALID 08-20-15 1.0 NEW BASE PLAN FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED O WHILE CURRENT CODE IS VALID 12-8-15 2.0 ADDED VAULT. CLG. CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. 12-28-17 3.0 2017 FBC UPDATE SEE FBCR (CURRENT VERSION) FORCOMPLETE CODE INFORMATION. 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. Notice to Builder &All Subcontractors It is the intent of Designer/Engineer listed in the titlleblock of these documents that these documents be accurate, providing Licensed 08-27-19 4.1 ENG. REVIEW FOR 150—C MPH 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 09-20-19 4.2 ADD 8'-8" ELEV. FOR T R EV E STA 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 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB information found in these documents. Any questions regarding the information found in these plans should be directed to our IrqOffice at (407) 880-2333 immediately. No backcharges will be 1 2-15-20 4.4 considered for reimbursement by the Designer/Engineer without OVERHANG OVER SGD REV. TO 3 PER C.M. advanced notification and approval by the Designer/Engineer. EErl,, Payments will be made in accordance to the terms of the 12-19-20 5.0 FBC 2020 CODE UPDATE 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 w ventilation of the building and thereby shall not be responsible for �� CQhlP the indoor air quality, or the effects thereof, for any reason pQoO no whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, yYr r materials, or equipment, from moisture, mold, fungus, fire, theft, 1 941 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 CD �%.IIIIfill N : _E W{(Ol jt o �S�p�,r,•: ENS"" ho pE78 50 ;ar r • r r— Cr r o it • r• • 'S `: To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal; C) 1 a E n N co N a o M0 8 C J LJi. C U. N rn��a -r w a �Mv � a Y Q � � u_ a. w 0 0ZCLLW 0o _2=v L N � O E- = W2; Q Z n NMZ W D pN VU�a a oO ❑Q o M Z N Q o a ZEDN Q J a N Vn),, z a w V OLLJ o r=_^•Jl� U w m N Y � W m i a Z Q LL wo gO ¢e ?® O E 20 Wof so o � a` °� CV <= W° wz �w n7 C U "m 0 OLL Z Z N I < ° Qw �z m N o go NW Qo 8LL w w� �3 . 0 >° NJ w rL o° zla LO 0 CD C� L � O W CL m �•.•i O E It �- '0 � T V = N T -T- O 00 T r M �� M N o z c E Q �' c IL U � Q Q 3 JOB NO: 21-2024 SCALE : AS NOTED SHEET NO. C S �-i IY11NE t, a 0 A O H.B. S3 T EGRESS EGRESS \\� I O O DEEP ih AC PAD ----- — --- 36 16" o j FIBERGLASS M P NT Y =W I SURROUND f S3 RANGE I _ F T C G "'� r u: TYP @ 1 I ■ \ ICOO s8, " 00 STORY I N B 00 21'-2" 2 -2" - 10'-4" 10'-41" 2 2 -4 I 3-' z I 11'-0" o) 5 bo C CAFE I N ' I T BEDROOM 3 2" I T I a WWQ SI Kw/ ISP ` LO VAULT. CLG. Q > D.w. o o a L_--J TIL I BEDROOM 8'-0"CLG. 2 CARPET ,„ 8- C G. TILE o I BEDROOM 4 L6= w �' `i PATIO CARPET C = _ _ _ = = _ _ _ _ — _ --- 8'-0" CLG. =a W � 8'-0" CLG. ----------------=-- o Io _ — I — — --1— I CARPET o N rnio z l o CARPET I OPT M REF' I II 5068 B.F. 4068 B.F. LM 4'-0" 1 V-7$"I 8'-8" 5'-4" 14'-6" 45 7'-6"6 w uO lumoo r ----- R&S — — — — N -------R&S------ car 2668 -' Cl) 2668 co r HDR AT 74" 23'-8" T-10" T-8" 10'-10$" 7 -4" 6" I � ENTRY o 2:12 VAULTED CLG. I V) to A O 3068 I i 8'-0" CLG. LO 9'-4j' CL O FAMILY RM - `" I I 9'-4" CLG. R.A.G. CD CDR.A.G d CARPET i (3) 2x4 #2 SPF w/ D50 _ K DTT2Z @ BASE CC S3 1 S3 S3 :- sQ------- — — — I �I I M� AHU I NOTE: FINISHED i I I I I - - * • _ g�_ " C G. 4CN v�l WALLS TO BE FLUSH. VERIFY IN S3 5'-11$" 4' 0" 1 TILE - I�x Q FIELD. I 0 OPT. D PT. 1 16 cbI I I 1 I I I T f I TYP @ 1 STORY T 0 11 1 1 I I I C G BERG (3) 2x4 #2 SPF w/ SURROUND SS "" R&S 1 1! I I 11 I I 0 I O I I I I N S3 DTT2Z@ BASE _ — — — — -- ��—� I o �160"x36" HANSON I I I I M SHOWER BOX @ 36" � I w I I z A.F.F. rK � O o v DRYER VENT > I I � a, 2368 THRU ROOF DGE OF SLAB 2" 018 5-3 " 3 10" I EYOND WALL I X I I 1 3 O =cn 17-8" 2668 7�_8 20'-O8" I ca OL6 tY MW' N u) 2 CAR GARAGE ► I r OWNER'S SUITE _ r� W. I .C. r s'-o" CLG. '-0" CL rn 8'-0" CLG. B 00 8'-0" CLG. I 2'-6" BUILDER TO I I I f I l I CARPET CARPET PROVIDE I I I I TYP @ 0 APPLIANCE I I I I I I K GARAGE S4 IiINE 0 5-SH ' ----- ___ ---- I W.H. PROTECTION CO WHEN REQUIRED N I L-T----------- I OPENING 0 I 6" DPT R&S PER FBC T � HEADER SCHEDULE MARK HEADER SIZE REMARKS F(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) - 1 314" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 91/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7114" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Calf Out When Straps are Required "VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED " SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X254 S.H. 13 20 X 381 18 4 X 37 Jq S.H. 14 20 X 50 � 181 X 50 S.H. 15 20 X 63 18 J X 62 z S.H. 16 20X72 184X714 S.H. 1 H2 27 114 X 26 26 X 25 4 S.H. 1H3 271/4X38J 26x374 S.H. 1 H4 27 4 X 50 J 26 x 50 S.H. 11-15 271X63 26X621/2 S.H. 11-16 27 JX72 26X71 1/2 S.H. 22 37JX26 364X251/2 S.H. 23 37 X 38 36 X 37 3/4 S.H. 24 37 J X 50 i 36 J X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 731 WIDE S.H. 32 54 X 26 52 J X 25 # S.H. 33 54 X 38 J 52 J X 37 i S.H. 34 54 X 50 � 52 �Z X 50 S.H. 35 54 X 63 52 J X 62 1 S.H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. TIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. 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 R 112.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -32.2 © +29.7 / -39.7 t: +26.6 / -29.1 OF +26.6 / -33.5 GG SEE SN SHEET �H SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND TYP. 2x FRAME WALL A H.134 BEARING WALL S3 INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND 55'-10" 8'-6" REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM FLOOR PLAN - ELEV-Al SCALE: %4'=1'-0" AREA TABULATION "A1" (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 I R-11/R-13 KRAFT FACED (GARAGE / LIVING) 04 0 2! CO N 0 E`EN �� q, `r,# � P e�,�•� R o •�•�' ¢E73750 �. LU 40 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 seat. N I- Q O E O M$ h co N r Yk 0 w N! rnrro Ewa V 13 J LL vi tYn d Lu E O Z v O �y �iL L M o = '� N CD O u. W O0 J W c��m G Z E ILW N M Z 0 W y 0 Z OU V vOi a❑❑ Z N th 0 QQN Z O Q Q J N N z o a-, C U 0 LLJ = U) R3 U � W J E m�•..s U o °� c W • —o CD �z M z o z U- ai E zO o0 > z� E ¢ 1 oa W0 I• ro _ Ko aF QUU o� O -4 1�2d °dp wo ¢❑ Z wz r� w� MZ mQ z¢ J w z en a�i a 001 z noo Q WLL a mw W 3 �a �- of _� O a O O O oa a= o~ � ZI¢ U �$ Lo J 0 E2 co 0 L � o o T— 1 0 0 a Q Y O O m (.0 � � o %%m000 E r tB r = N T— O 00 04 T r o M N o (N z E p E N ;v ai = d U � Q p JOB NO: 21-2024 SCALE : AS NOTED SHEET NO. 1 KITCHEN ISLAND KITCHEN KITCHEN i I a OWNER'S BATH NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2" LESS THAN CABINETS BELOW MIRROR DOUBLE SHWR. SHWR. CURTAIN HEAD RODS VARIES / ROD z 24" TOWEL BAR w ON WALL ABOVE TOWEL BAR IN � TUB OR SHWR, Q TOILET TOWEL BAR ON BATHROOM WALL MEDICINE -1 _ SHWR. o , Uj CABINET 00 I _ VALVES - = o TOILET O0 `� SOAP t %PAPER `o DISH I HOLDER C)�n C)d- pz pz � — -1 C)-1 ce) O > CV O CM O - t MCCN MM N TUB FIN. FLR. - - - - - BATHROOMS, SHOWERS AND TUBS SINGLE ROD CLOSETS / LAUNDRY 16" FOR LINEN 12" FOR PANTRY 0 n MIRROR O 0 CO O i co Lj OWNER'S BATH BATH 2 O 00 INTERIOR ELEVATIONS_ 42" H UPPER CABINETS 36" H UPPER CABINETS — 30" H UPPER CABINETS �- OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT O BRACKET 36" H BASE FINISHED CABINETS - o COUNTER TOP 30 H BASE O LL L) CIL O 2x } U 00 FRAMING t t r E- C'7 Gfl 1 /2" GYP c? BOARD — i- FIN. FLR. rl 1'-2" CABINETS - '-O O O t- r CY) N N N - FIN. FLR. - 2x P.T. SOLE PLATE-' ' SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS_ s N C? N Cfl N d !!!!!I's' 'd EvQjp r.0- ... Y PE� co tyo b b M XM OF To the best of the m�Fnee�'s � edge, 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) F o f ro 00 O M 8 N p U.. N O � ® � in W U LL W a Q �No o a 0 a a a Z W Z — Of i ° ro W ; 'ay N co 1 O e 63 , - ' aco Z U0W 6 a LO MZxLnO Z N O U U fV W 00❑ N M O O � N ^ � v I N M (-D O W OWg �M v W -E V O N N Ord QCD 0 P- w co z O Z q --j Q C C E 8t z o o0 ? < > Z Zo ® 0 oa co .� UO f— C1 R a� U o< N fo a. W O ww J 3 C C i S Y m 00 O =z �o a ° >Z zz N CL oM go �w o a x V z¢ �3: J �U-) Om O c� L V 0 0 r .> > N < Y 2 C) 0— � m E I— i— c6 r 0) = N T L CD_ it 00 0)T M N o N N z z E Q cc 4 fl U Q p C JOB NO: 21-2024 SCALE : AS NOTED SHEET NO. 2 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 1 � F�] 111:71 E F1 [E7 14'-0" RIDGE VENT 12 5[:::� FRONT ELEVA 12 ,15 - - HEEL F4 T.O.M. �-- HDR HGT. TION — Al SCALE: 1 /4"=1'-0" 15'-0" RIDGE VENT M ------ I --�— 1 0-------------------------------------------------------------------------------------------------------- — — — ——t --------------- 3'-0" TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) LEFT ELEVATION — Al SCALE: 1 /4"=V-0" 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. TEXTURED CEMENTICIOUS bo FINISH ON C.M.U. Zo (TYP.) F. General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the watt 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. r c 0 N m N 0 �_EWKO A �• F� 75 .• �� a- 4 ,j, .. =z.i is T;•,+ 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! F AN am _Q U) o E N N N 0~D J � LL � 0 N cn�LL °°_ 03 u, a ti 0 Z ILW N co rY O � (� a ��Q a N Cl) Z LL LO O OULL v W 0�❑ M N � O O O o � sl U) N C9 �-J z 0 o W OLL, o GigL.I-P C3 +— J — E w /s/) C ¢ N D N ti C M z O W Z L CL p Za o- z g ?® od _ � U E � <o as 4o w 0 00 0 az oCD Q CV t ¢o <s :3 at J N° <Z mo aw �z � <� og z go a U ¢ g O aw 1, F "j d O t0 -i w a ¢Y F� (2•J F O ax L � ott 26 U� u,A o ca 0 0 0 r > U C) �—N �G > O � ...� C N O r E co d" CCD = N C) I- -r r 00 T ` ib M • E ® E NCIS N d U J Q Q C J JOB NO: 21-2024 SCALE : AS NOTED SHEET NO. 3.1 o .,.�,�..,.,. NMI NA�s 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. F. FL. 6" FASCIA (TYP) TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 12 3 TAB SHINGLES. ROOF 5� INSTALLED AS PER MANUF. SPECIFICATIONS 0 ----------------- TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 16-0" RIDGE VENT -EXTENDED OVERHANG T, BE CENTEREE ON DOOR ' OFFRIDGE VENT 12 zz:::�5 REAR ELEVATION - Al 14'-0" RIDGE VENT SCALE: 1/4"=1 r-0" T.O.M. HDR HGT. 0 00 00 F.FL 12 5 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 shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations, jF l N 0 N co N 0 4,V_- N ue''s,-� i r`jo: a r 8750 NO p�7 Al E (4,J Zz To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seat. W C) W .M Amok 4 n � EEp p N U N P_ J 0 W 20 # " W 0r r;° LLLua Q c:: �y a Y mLLii d y W U) . aad ILa ,N MZ cn0 0 _j � OU W M � Z N b o � N J — r M Cll WraLu U O w o to � w cn J aimW '— E 3 Ci o °n to T ®m®m® a Q N 4o li r__ o w M o z Q � cd-E �o �� ZP O E; v <_ B CL 20 oo 0 N 0.¢ ¢o io o< 2z rw B in z < mo Z - Q) �Z 'm ¢z �Z �� o� oLL z go a �w ao o� r� �3 c� onjclo w` �O d z¢ OU3 O J o m 0) m L � o O Q NOO ° 0 m o I� ^C^, E �T T.. ccr V 04 T O Lo r- 00 E N M N Z ca = Z = E f4 ca a U o Q p JOB NO: 21-2024 SCALE : AS NOTED SHEET NO. 3.2 2° 2" *NOTE: VARIES CAP _ CAP - _ - N 1" N FOAM TO BE USED ONLY WHEN REQUIRED BY _N 1" RADIUS 1/2" RADIUS 3 1/2 RADIUS ") 00 COMMUNITY ^ _ N 3/4" RADIUS q �' 1'-54' iv SPECS. IF NOT, OPENING VARIES 2"2 1" 1" - DETAIL TO BE BUILT W/ STUCCO. 1/2" RADIUS 1" 1° cv EDGE OF _ 1" 4" VARIES 1._0ll 1• OPENING VARIES 1 _4 0 22 , VARIES M 12" VARIES 1 1/2" RADIUS T- 4" 34,„ 4LO 4 41" N 2„ 2 1/2" RADIUS ;- = v � rlr 'Sv L8 -' VARIES 12' 32" 11" 32' 1" 1 BASE cv BASE r rIN 3„ 1" 2, • rtv 1„ 1„ Y 4„ s„ 4 q 1, 8„ 4 / • N I I 11„ z *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN T REQUIRED BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 1" DETAIL TO BE 2" 2" BUILT W/ STUCCO. EDGE OF 2- ' OPENING I ' O 1-1/2" THICK 1-1/2" THICK 10° tV 21„ 10" _ N 4 � m 81 IN 4" 1„ 2 N 2„ 4" 3„ 2„ 6„ 2„ N ^ri 1-1/2" THICK 32' �4, TM T— ' �7- 52„ 1, 5„ �2' I I N q cIN 00 174 L y y - 2 M 4" 1" 12 VARIES VARIES In 2 22„ Q ^M I VARIES VARIES • 411 8„ T 00 N I 60 r I c 3. Y h 6" 4" KEYSTONE F11 b � OPTIONAL KEYSTONE F11 � OPTIONAL R6 ¢ 2 All'R4a 3„ �— N cn z 4" GARAGE DR. OPENING 4" 3 q 4" WINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP. A I • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 1'-64' 14 12 2 1 1'-4" 2" SMOOTH FINISH •FOAM/ EPS MATERIAL IS ACCEPTED 14, 54" 1'-11" 54 2 4 3'-8"� iv 1 " 4" 3'-0" 4" 101, 1, 4„ 101, b iv ao _ � d' �F (V �o N 1 - N 1„ o N C?o • z GENERAL NOTES: C> • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) ACRYLIC SAND FINISH N N Cfl O .+;'\�. 8' •. `jam°•��• c� 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. W d,QE� M N ,\ V N J J LL Q� M N _ to op N Xt LL W -° v��r-W a a MC) J LL -d �d O rn '"_ o �Zy 7 N (p m OJ J W W ¢¢ ¢ z ILW coco d a LO MZ Ycn0 pV 0ZCnn Z m � Z N o �o Z m N IM MAI Z � d N [7 ZL"M v � (D 5 w U � �tn w c � C i c fw-- _= E ° 8 I z U o ° 0p 0 Q O N 40 O �z M w o Z LL- E wo >� <� Q o Wo Z® on .._. I,ro U X O OQ 00 O< O E O CN a� az J .0 a � C c" - c zz oY �m o OY >Z z o2 z Z go w� a 0. <o o 8z <a �o v za °3 �LCa J m O L � YJ O Y ' O O rr2RR V m 0 Nt ■— ca r = N T O T- r 00 � � N z CIO z :3 E O m d E U J Q J JOB NO: 21-2024 SCALE : AS NOTED SHEET NO. F 1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/200A INDOOR NEMA 1 150 AMP/ 200 AMP #14 copper to lights & outlets #12 copperto 20 amp ckts # 10-2 copper to W H #10-3 copper to Dryer MO -w 0 or 410 SER Alu 200 amp 150 amp UNDERGROUND Disconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING O #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 ��J// CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER CO. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13, Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24"- The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET f� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 2,4, FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX 1-0 WALL MOUNTED LIGHT FIXTURE ��JJ RECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE lO EXHAUSTFAN �Of t EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �P PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) T� 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT RM ELECTRIC METER NMI ELECTRIC PANEL BUILDER WP DISC. GFI PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER DEDICATED RECEPTACLE Fr1R MIr.P(1\A/A\/F RAN(:F DISCONNECT SWITCH C� J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT ELECTRICAL PLAN - ELEV-Al SCALE: %4"=1'-0" N 0 N cfl N O 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. N qW CD o Eo V N ® N J b1 ago ,n co rn rnti�_- xt , w - uw a 4 No a - tiLLLL duj� 0 �Ca X0 0� yZ 1i 'F, N CO 1- 0) J R' t0 co M Q Z La LL.0 N MZ Q Q IYto O O U U W oI o z a z J � V7 N c7 Z a o LL 4_j u, fa u., � U O u1 i„ o � w AM allw U _ � 8 = w d U o °J C U) = ° o M ¢ w Z Ch u- Q o V z � �� Fz >S oa Ca m0 RU 00 721, O E N ao °d p 0U rz¢ d t � tt w0 m eY U NU 0, Z ZQ% J a ° Q W Z z cn Q UO a0 N W W U � oLL O ,ii 0 > =O I� � zl¢ a �U S �0 > Lo J O rn m (� (D L � 0 r U O ^ < Y o 1 1 rQ{ V iii iii� m O r TS v CID O 04 Ln �-- = do ,- E o E N M N 0.:M Z E O tn 12 c @ d 0 0 U _j Q I p -t JOB NO: 21-2024 SCALE : AS NOTED SHEET NO. 4 ATTIC VENTILATION CALCULATIONS - Al (TRA) ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 11150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ, FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQINof SQIN. of Ventilators ventilation soffit ventilation vented be provided . . Ventilation . Ventilation (See Elev ) required needed required soffit by upper needed 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"=l'-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 SO. 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) CV O CV CO CV O :•' N ' Ste' 50 • � s• P�-, t70 •, k r ` 8c: :CC= W : LU OF ' : .: 13 O "4 kv t� 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 Q CD h v E 11 00 0MQ' N N N 07 J r; u- C J Q _ 0- M U)r�a W J LL u- 'L w Z 0 L N C) 0 @ co d' O , W 0 Z IL us OD 6 N M Z W to O 3 O U U 5 N z W ❑ ❑ ❑ P C" z N O o z m IR V) N O V/z/n� LL [n W O W s w U W _ E 8 °N zip,. �Q U o C ¢ N m O CO W M M o Z a wo QO g ZZs <N E 0 F j04 Z® o a Fes- Rzo U 00 p z O O t a'' Qz <g � Ww tx � (� C _ C Zz OY N mo Z� Oz z Q% J ae0 6 W �z u� ami 2< go Q a mw W U O oLL =3 O u "NJ zl¢ ¢} F (U 3 = NO �L J Om C� 0 L � o O T \ • / r� > O o 0 m 0O CU _ N •�- T O r r 00 M M 04 o N v; z Z E p aco U 0 Q p JOB NO: 21-2024 SCALE : AS NOTED SHEET NO. 5 C c d NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB 65--0" UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON 5'-4" 1,- 3-2s 5'-0" 5'-0" 5'-10" 3'-10" 6'-0" 6'-0" 3'-10" 2'-1064' 5'-1164 5'-0" 5'-4" REINF. SEE PLAN. FOUNDATION PLAN v a w z c H.B. U PO@ 1 STORY S3 V. M o 1 r — — 16'-0" 2'.. 6' 10".' ..... I O III 0 0 I II o zo I — SINK / DISP } I I - ( G `Ir^ I D.W. ImLo f IL —_=J -- — -- I CHASE TO IS D o I ( TYP@1 —_ j cJ OPT. CJ; REF. PROVIDE 1 "RECESS \ CJ — — — — — —rKITCHENISLAND CJ—�IREQUIRED STORY U.N.O. STEPS AS FOR SGD. REFER TO ::: '.: '. '. '. '. '. '. '. '. '... '. '. '. '.: : '.'.'. ::.' :: 10'-104" PER FIELDMASON'S SLOPE FOR � ; CONDITIONS WIDTH `I� LOW WALLS I • •; o 4'-0" 16-10" 12'-10" INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO W/ (1) #5 REBAR VERT ABOVE...:::::::::::: ' ::::::::::: • • ■ ■ ■ ■ TYP @ ALL PLACES SHOWN ' " TOP OF CONG.I PAVER T BE 4" 0-0 ■ (2) #5 REBAR HOOKED FTG. DOWELS 5" EMBED �� I BELOW FIN. FLR. CHASE 4'-0' 4'-4" 4'-6" 10 VERTICALS w/ in W/ 25" EXT, ABOVE SLAB "GRADE 40 BASE I STEEL" BASED ON PROVIDE YZ' 9" SLOPE I FILLED CELL 1� x —�1 � LOCATION RECESS FOR FRT. POOR I v o 2'-6"x2'-6"X1'-04FTG#u) I _4 S3 25'-10�" ` ` 9'-5 W! 3 #5 E.W. izs � � its O ' 4'-4" "' ( (2) #5 REBAR 00 TYP @ 1 STORY 3 S3 I U.N.O. , S3 VERTICALS / in Tri I AHU I I FILLED CELL 2'-6"x2'-6"X1'-0" FTG N _ _ _ jill:3'-5" . — 7'-1" 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. (2) #5 REBAR VERTICALS w/ in I W/ (3) #5 E.W. G.� _." -31/2" S3 0 I I SLOPE _�j M FILLED CELL Llr'- 5'-3" 1 3'-6" I O ( N T (h M i I � N � I ■ • — CJ :: GJ — CJ co . 3-1/2" MIN 3000 PSI CONC. I I 2'-743' 7-10" 1'-I': EDGE OF SLAB 2" I r rn T I SLAB FOR HERNANDO ; BEYOND WALL COUNTY ONLY I N 3-1/2" MIN 2500 PSI CONC S3 `O SLAB OVER 6 MIL VISQUEEN I S3 I VAPOR BARRIER 35 =4' 20'-6" BUILDER TO ■ : 0'-0" I PROVIDE (2) #5 REBAR I APPLIANCE VERTICALS w/ in ` 4'-0" 12'-1" O PROTECTION FILLED CELL I : ; : : co I WH• WHENREQUIRED NN PER FBC --------- --- -- --------J-' — — -- — -------j 5'- A S3 TYP @ 1 STORY 6-48" U.N.O. 6-0" .e 5'-28" H.B. 7'-1 He 8'-6" FOUNDATION PLAN MONO - ELEV-Al SCALE: %4'=V-0" CONTROL JOINT DETAIL SCALE: 3/4" = V-0" -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY - #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" 0 N a 1 a a 111111'r. �`�0%J •'AGE F ''•.'fi ��. V. �'t VI CO PSI i� ' LU .- ; : , 4. informatio To the best of the Enginee s ki1DS✓ ge, n and belief, the structural plans and specificalions contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. F oo o F cc) O M ti it - co O N J NLL , 'o L5 "OJ 0 N y 4t CM r° w aY EL LU LLLL °wcu 0 0W:@N Z mv O 0� co Er JaW 110 W �¢ oo ZN Z Of N O IL IL o..; V i Z UUV f�0❑ v M " 2, cq N O O z S z o ra— N c� V) Z iC R3 ry � 0 Lu $ to to ��—'•J� wa (J � r °— s — � 8 o C co m ¢ o N S� W M 4 w S Z rj E z o o > Ego w= oa 2 o OE 04 Q O mod' � Z G No L a Z W 2 a - rp cj C O m c) o o, Z, C =U y m Q W 2 u7 < Z Z o ao �z �3 � Jz �F o V w� zj-d a° OQ 3 J �C:) > Lo 0 m � ccu L � o 0 r •> ' Y O �r2 O R� V / 0 m 0 �./ E T cu r V 2 CV s— • `t O C a) LO 00 r E N z cu -w � N z E O cn W a. E U 0 Q p a) JOB NO: 21-2024 SCALE : AS NOTED SHEET NO. 6 ENGINEEREDND RSH f WIINDF PRESSURES ANDOSUCTIONIS FOR MEAN ROOFOHEIOGHT 5T5 t JIND SPEED (ULTIMATE) 140.0 MPH JIND SPEED (ALLOWABLE} 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 27 DEG. WIND AREA (+) VALUE DENOTES PRESSURE a=oft [4:12]-[6:12] ® I - --- -- --- -- T� O/fT (SQ FEET) (-) VALUE DENOTES SUCTION 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 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE):, ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD II QI ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD 1 ROOF SHEATHING: O I SHINGLE: 7/16' EXP. 1 (24/6) or'%2' EXP. 1 (33"16) I TILE: %2' EXP. 1 (3�116) r 1 I NOTE: 1 I I 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2', SHEATHING SHALL BE FASTENED ") WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131 NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE a=oft 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. 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 1 Q - 8d x 1 1/2" D H3 400 1 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) V2" 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) 1 0dx1 -1 /2" HTT5 5795 5/8" ANCH. /(26) 10d xl-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 - 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 114" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 112" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-112, Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 - 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 518" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINE S & 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) 16C SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 1 555 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 1480 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 (B) 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 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 S0. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" 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. (A) I OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Al SCALE: %4"=1'-0" } N 0 N Co CV 0 ,....... �"; �s ors >e � �� n��?87�Q •';fir w ° r OF si°., * ice,? a•i �b 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'. W �p ® is U, `roEAAM M U N W LJi. N 0 SO N 10 ® u. W a tli ar 0 cn r- r- w '] '! vi cYn (DLLLL a W Z! O �Z W Lr O J Z ILN M � to O O U U VVi z O O .4cN{ O Q Q V) 4 C4 v o cox u- O m W o Ly N U � W J ~ — E m � «. O y Q 0 rn r� o M o zwot w z � 1 po E U oo z a0 > iR ?® o0 20z N U F ¢o 00 p O d Z M i ¢o �w mm rp Zz U lm C, 0 LL Z QW (n co ¢ a Z Z o w¢ � o� ZIQ o� U L O //4. V L U O > N ,�( Y o O o m C� o CU r ... E It T_ co r = 04 V i r- 0) 04 � N E N M Z Z c E ur a U ° Q p JOB NO: 21-2024 SCALE : AS NOTED SHEEP NO. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 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 veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / . O Safe vertical load Safe horizontal load \- GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS i 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1T 8F32 1 B/1T FORM & GROUT SOLID ::. , :a.7.,_ CV Q �0 O #5 BAR CONT. 8F12-1 B/1 T O "V" LINTEL DETAIL SCALE = N.T.S. F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY w 8F 1 16 B/ T ¢ z o ,g z tNOMINAL.QUANTITY OF #5 REBAR AT WIDTH TOP NOMINA HEIGHT MATERIALS 1. cc precast lintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 REBAR AT REQ'D ALTERNATE POWERS M IN. (1) CLEAR STEEL LINTEL e O e d M.U. #5 REBAR AT TOP e ° e MIN. (1) REQ'Df ° Q 1-1/2" CLEAR a t1�L � l�_"� :Z a _ e G GROUT D e p o _J L�n9o: 4 c e 5 REBAR AT = w rn , j FZ 4 0 BOTTOM OF F' rn Z W 0' � o LINTEL CAVITY o V W O \ \ 0 -BOTTOM REINFORCING PROVIDED IN LINTEL o a L3 ¢ ¢ C7 Z Ci W u, CWi 00'P Co� D D Q p Q ASRND CA 7-5/8"ACTUAL NOMINAL WIDTH (VARIES) y m rL 'n p ^ p 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 a@ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O O 4'-6" LL 4'-6" LL O 5-10" LL LINTEL PLAN - ELEV-Al SCALE: %4"=V-0" N 0 N �Ekh/KO ^tisi�P NS • ,S•'L(,� t 1J •� pE7$750 •;,� 0 01 .yZ. 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'.. ao ao E r. co r` at N I' O N 0 _ 0.0 N ii LL W Nmo� LL d Y 3 uu_ a Z lo] mOco� Z 0P 0:o sco m N co O-1 W m �rnrnaaa Z co 0 a MZ 0 rn 0 Z N OLL 0 U � N W oo❑ z N o z Q ri- ,;, V) ^1 - N z Z W 0 0 u 4-1 � Ou� �M o N m cn we M wigw U E _ c � U) ® ® Q O w COM M ¢ zo z E ZD >N 0 E U t6 O0 a Z® w UO MUo x no ZN O E N a o aO ¢o K� az X� L co Vi C z o 0 � J y n c " Q W Z z in CL o< LL go a �w w ¢o Nw r- r3 o z wa � F '° O V oW< z¢ a O~ 03 O = �L J O m C� 0 L � 0 0 r •� '� > o O 0 O °° o � = 04 T O 00 T r CID CM N CU z Z E O V) ra a U _J Q p _J JOB NO: 21-2024 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. L EN COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE F GLAZING IN ANY PART OF A BUILDING WALL CLOSING THESE CO 5 E E 0 M X 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 Y2INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1. 1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD F 1 0 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 0 0 APPLE ERTICALL OW E 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3. 2. 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3. 4. 1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL 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-1-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 Y2„ GROUT FILLED MASONRY: 34" 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 CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, 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 15132" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6, WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4,4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSIITPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 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'T 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 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0' of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7, FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - uerpo and mortar along the foundation perimeter must be removed be?ore exterior sUl treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within T-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = If 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 / -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%" 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 / NAIL DISTANCE FROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS BEAMS ETC ARE T BE SYP # R BETTER AND LA O 2 0 T OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. C'4 0 GV Co 0 LE W KO�� CJ0. C.. g7 5 . {� r •► r P C tt.l '*3 C t rid'- •. \.' 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 seat. M W E00 O M C N _ tJ N J o �,00 a) # 11 W M * rnF- r;o Ewa CoLLLL n- Z `°c°� O s 04' O13 ~ W Lr co C', c°n¢ ¢ a I ILW N rNr, Z Q.' y O Z pUc¢i�ai W DSO (JI M .f1 M � z N M O z � N z g d N N N M z J 0 v� 4- u, U 0 o N � y Wun �- CLS U w _ , I zwig .2 U o h o c � Q N �m CD CC)Z w o , J ce E Z O -0 > N ❑a H fa CL R8 V ��EZ 00 ❑ ❑Z E N O L ¢a .0 ww x J rp CO U m o ❑ w Z Nm'z 3 0� 11 58 a W C7 aF }o LIJ zl¢ a OU 3 E2Lo J a0 rn m pp�� (0 0 L � 0 T U O Q Od Y pp 0 o 0 m 0 �..i E�\ r 1 7 T T T_ = r 00 M o 2�1M � C N o W N » z c E Q �' c a U _j ¢ 0 � JOB NO: 21-2024 SCALE : AS NOTED SHEET NO. SN Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" orp 5000s 1.811.7 nel wood panels Two 3/4" wood panels or 2 x 1-1 /8" or two 1 /2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 112" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking-- 1/8" gap 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING %" 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 7 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 O 51-0" Q - c� STUB -OUT FOR 1'-0" a 9 0 GAS METER O U � U � 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. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR 3)16d TOENAILS „ " 2 X12 @16 O.C. ," 19-3 1 SIMPSON HTS20 R 4 16d TOENAILS () 0 () 0 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. "IT-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 151-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking I lca 3" (10d) nails at 6" n c_ Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges III) �:�.....�. • • . • , :�: • FILL CELL w o= CONT. #5 > STD. 90° HOOK BAR STD. 900 HOOK BOND BEAM SIMPSON MGT w/ (22)10d NAILS TYP. GIRDER TRUSS - CONT. #5 BAR 2X TOP PLATE 5/81 #5 CONT. THRU FROM BOLT rl FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP 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 FLOORSTUDS Solid block all posts from above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min: Small 2" min. 2" max } gap • � 4 max. Q � Clinch nails when possible Tight fit U 2x4/Plywood/OSB web stiffener required when indicated or - Hangers with side nailing. - Hangers with sides not containing top flange of joist. - Birdsmouth cuts. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* �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. — rl 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' DO NOT CUT HOLES LARGER THAN 1f" ROUND IN CANTILEVERS. NOTES:. 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS, 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4, SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1%" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8, HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" 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. 2" min. 4" max. WEB STIFFENER N.T.S. Web Stiffener Fastener Schedule Joist BearingLocation Series I Depth End Intermediate BCI 5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5- d BCI 6000s® BCI6500sO 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCl60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s� 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d I.0 SIMPSC w/(22)' NAILS T TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. 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 JC Backer block (12" wide min.) Nail with 10-10d nails. ',-,.,Install tight to top flange. \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 11/4"-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 top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist o depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEMS ° SEE PLAN FOR °• a . • FOUNDATION INFO d' STEM FOUNDATION GRADE .a A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION REINF. SEE PLAN (2) #5 REBAR TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. ��® LOCATION OF SECOND H10A SIMPSON H10A ° ' (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE ��% twIllwitrm"k 1011111 TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE z • v • d A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE Q ° a da. c do G a d r rr a SEE FND. PLN. SIZE & REINF. f N 0 N 0 CV O o` LEW O r i P• LJi �� . r 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 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 w 0 d E �co O M QU N r"k M 00 m yu w N a�mv Nrr- �w a °' 6[ n 0 _J LL LL a 0 0 V z �/ Yi rO O F w 5 '@ N (0rY J a) Ca ' = IL ILW a M Z 0- y O Z N d U U � u W ❑ ❑ ❑ V M � Z N C) 0 0 z o a ¢__J 7 n N M z .1 C1 (V (D 1'o T— W � � U 0Q> W o Ln YZ Ln w .) J W all _J F— _ 8 z� U o V' c n 00 ¢ ° r. Q N m I� o w M zZ o 1 z LL :z E oo z® O V tca ? <o R� oa U0 �O N<o d� °a ww o m� Z 'z zz v o Z g° a mF W U ¢0 o� r-r �3 �� <F =r- LO O o . L. iI¢ 0 3 .2 Q Lid O N rn w C co L W O 1 I Q a li s U 0 (0 m 0 E d. r ca r- C37 � � O 0")N Lo s— 2 'r' oo rn T— E 0 M N z CU N Z E 0 E ID `m c o. U J Q [] J JOB NO : 21-2024 SCALE : AS NOTED SHEET NO. SN 1 3 L C v 0 J N a I i 5 rn L c N 0 0 J N N I 0 N i tz Q 0 i E 1- 2 c J N r7 0 v _ U 0 0 -U J LZ 0 N 0 0 O a O �C 0 m a ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) 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 PLAN 1x2 P.T. HORIZONTAL NAILER STD, 90-HOOK (SEE DETAIL 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & :\ K FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z .PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA, X 31/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH co MOISTURE BARRIER ° e -SHINGLE ROOF, SHINGLES TO a . BE IN ACCORDANCE w/ ASTM LI=1 I �► I I=1 m I I=1 I =11 I I= D7158-CLASS G or H, or ASTM T • III il�il�► ° I�III=11� D3161-CLASS F, IN — ACCORDANCE w/ TABLE R905.2.6.1 FLORIDA BUILDING CODE 7TH EDITION (2020) hill l I i 11 III-11 RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT ELEV. VARIESQ I SEE TYP. WALL SECTION SCALE: 3/4"=V-0" -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 c) AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE E, CV -'-1I —III I - — D 6 MIL VAPOR,/ �r 00 BARRIER p 4 111> I r COMP. SOIL. e - � (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. O #5 REBAR CONT._/1'-4" (1 STORY) 3" CHAIRS TYP. STD. 90 HOOK (SEE 4„ V-8" (2 STORY) U. U, N.O. DETAIL ) TYPICAL WALL SECTION A SCALE: 3/4" =1'-0" S3 GG S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES u i � M I d d a a qd ° ad a _ ° e a d ad ° a ° ° -�° 2x4 CONT. - a as Q dQ- d ° GARAGE DEPTH VARIES ° GARAGE SLAB AT STEP SCALE: 3/4"=1'4' 2x S.P.F. STUDS @ 16" O.C. LOAD BEARING OR 2x STUD EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD SEE CC/S3 OR G/S3 FOR ANCHOR N #5 VERT. IN FILLED CELL BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6)1/4"x3 1/4" TAPCONS SPACED EVENLY w/ (10) 10d NAILS TYP _ r 2x P.T. PLATE ASSUMED FINISHED GRADE MONO OR STEMWALL ° z FOOTING MONO SHOWN p p o FOR CLARITY ° _ _ _ _ _ 00 o P I —III —III —III —III —III o D° ° i—i I I —III —III —I 11—I IF z NOTE: gI>Ilil{IIIIIIIIIIIIIIIII111111111111N *FOR BEARING WALL I=III=1 I=III=III=III= W/ UPLIFT ONLY I I I=1 I I=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 � 1— -I I I=1 I I —I I I —III —I � I —III —I � I —I � I —I I i—III—I 11—III—I � I —I 11-1 '—III—ill-lil_-111��111�11111111111ii1111i;,lll III III-IIL- FRAME WALL TO C.M.U. WALL CONNECTION rD SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4770" 13 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4 ° e ° v GRADE 00 — I —I _ • _—I 11--t I I-1 I I I' — — ° (1) #5 REBAR w/ OPT. 1=SQREFIV ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE C—L SCALE:3/4"=V-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND 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� CY) a M -'-` III ,� � 1� •' ,. , a ° T=�fl�= � r III ;I I ...' 4' a 111=I I �• I I-- III�•'e.'at 1 I�I—II •�.aat '.� 7� a J.M SEE A/S3 OR J/S6 I�Lr IB SEE A/S3 OR J/S6 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' 8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. �'.S3 ADDITIONAL INFORMATION. 1'4' (1 STORY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS ,J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 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 E D D D T ' M I I �T-TTT 6 MIL VAPOR BARRIER 1 p e 3/8" MORTAR BETWEEN SLAB & BLOCK ELEV. V-0" 1 A.F.F. T 0 ELEV.-0'-31/2" A.F.F. o 0 N ens' 2x STUDS @ 16" O/C �N�0 �S 1C ��N�� INSULATION PER FBC AND ENERGY �/ FORM SUBMITTED WITH PERMIT APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. @ K.O. BLOCK SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED I 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] - #5 REINFORCING BAR R 1 7!8"—� II T T it #5 LAP SPLICE COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM I —_� D1557) — I �I ; I II1111I, 11I 4" 1'-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 291 HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEAMM °A.INTERIOR r CONCRETE NAILS W 1 1/2' J EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE S I—III— M 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE ZZ:_-1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E 6x6W1.4xW1.4 t ' WWF OR FIBERMESH ] co • ° - I✓ ° 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. SEE PLAN FOR /-tih, (2) HTS20 2x4 P.T. PLATE 6 7/16" O.s.a, COLUMN LOCATION SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS 0'-0" FIN. FLR.A NV z W0 w J w o w w Cn 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 o END OF 2" x PLATE W D U T� a g �'If�IIIII — uu'i SEE ROOF PLAN FOR TRUSS CONNECTION INFO & LAYOUT DESIGN SEE ROOF PLAN FOR STRUCTURAL r BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING wl MIN 7/16" O.S.B. SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN FOR STRUCTURAL COLUMN SIZE AND BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER COMMUNITY SPECS oo��o'o. � ,.�00000000 .�a 9xK91�. (2) #5 CONT. ON 3"CHAIRS (TYP.) t_�" 114° 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 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH M d 7f LTf--1 I f- O T ilt TIT r r 5 TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR VARIES r6 x 6 W1,4 x W1.4 S.G.D. (U.N.O.)� F WWF OR FIBERMESH SEE A/S3/J/S6 --' 8" FOR REINF, INFO. OPTION #1 SEE TYP, WALL SECTION FOR ADDITIONAL SLAB INFORMATION. �^ SLAB STEP & RECESS as S.G.D. M SCALE:3/4"=1'-0" \, S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS = TO FOUNDATION PAD _ d CONT. FOOTING STEEL MAT REINFORCING. r ' Cl) 002 GRADE_ — a ° w I1=III °. 1=1I1=1I1=1I_I=I' z u, o=III—I —1 1=III—III—III w 000co= I IIII a� 11= =II - Zz LL U) I —I III —I I III —III I I —III—I 1=_ M W -III III—III—III=1I I —III III=III—I I1= I FOOTING 11-III—III=III=1I „I -1I-III— BEYOND PAD REINFORCEMENT " -III—i i—I i I—' 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 N O N cfl ��®®,;i111A1lIP�t`, > r CO r + r : - IJJ Of w -_x. �sl':,: 'tit •1 ,+�`A To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal rn F° Q o f O M 8 N Q m J IJi 0' M 7 to � 0)LL toNr o Yk W LL IL a aaj z 0� co 7t m�� J n. Y awl O rro 0.° @ N (0 ° LL O T' LLW a 0 N MZ ENO U_jvvi z OU ❑❑❑ Z N �o z � N J r 13 U) V) — M z VJ V o _ a--+ [t3 �Ca w0 m V Vi W S C Y ® U UJ J f— E s I l� U o in c W T Q 0 �® o N o co w co z o Z Z a CE o- o �� o�Z® w zo ❑a (�6 U O a p a Z Z o � _ z Y U m o O¢ Z z Cn J m <� Q W � Z 5° ONO a c-3 w� <o �F Erz CD =� a � wW � >O a V z¢ °3 �C:) Lo J m �O/� \i/ m 0 L VJ � O �' Y ' O O m O r v co r00 o r � � NLo r Z r oo r 0 M N 0 E N �; z E O cu C a U J Q Q J JOB NO: 21-2024 SCALE : AS NOTED SHEET NO. S3 (MONO) �.__�F''.: ___?i. - - �. -: :. .. -,.,:_ :_ -:.', -... - ..�..,..-t-:N.��:ulf�lh"tilii4'�SilTl .,_ ....- - ,.. _. 8..r_ �I'". - h':=c.�"i'.'__1PJ.6'�tJ•..:::iily,"^.d"9/r�t�:A'^'t7F`�, t':.: __ ,.. __- �:arsM,.rrrorac--,......- ___ `�._..._..-......._._..--. � �,..�.__.---_-_.___ - (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA ) DOUBLE 2x TOP PLATE -� . -� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS EXTENSION FROM EXTERIOR INTERIOR HEADER FLUSH TO OUTSIDE OPTION WALL FACE OF BLOCK WALL IS 2 1/4" 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 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" 0/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 W/(10) 10d NAILS AT EACH STUD 2x P.T. PLATE 518" x 10" "J" BOLT @ 24" OIC MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) L-ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. �--SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. GL TO DRAIN EXTERIOR WALL WALL CLEAN -OUT rT� 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 B MASONRY LAYOUT rD S4 SCALE: N.T.S. �S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 d d 4 d ° 7 8rr 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 :11 NOTES: 1Q FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. IQ SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE loo J Q f I.t.l 'o FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR-----_ GARAGE DOOR ROLLER /� CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. a 4 POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING, PARTIAL INTERIOR ELEVATION SCALE: N.T.S. T�� sFF o1v N 2x CRIPPLES @ -i 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 1Od NAILS @ 8" -� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -� VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET fOP a aARAGE IOOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16 (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 1� GREATER HEADER SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 1 `--(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL ' 2x STUDS TYP. DETAILS Q� SIMPSON HTT4 TYP. Op �R U.N.O. SEE N/S4 HOLD DOWN RECESS CONNECTIONS LINTEL NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT 4 °a a WALL HEADER DETAIL rQ SCALE: N.T.S. S4 12 nP) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 318" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d kE NAILS AT EACH STUD1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD LMAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 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 4S*SPLICE STAGGERED J ATTACH ALL EXTERIOR STUDS W/ (4l 16d TOENAILS TO 7UP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. �4 F= 2240 LBS 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 rBLOCKING RUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END w CC � G v! 2x TOP PLATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" `' O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING -10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) > (5645# SPF) > (6970# SPF) ►S (9335# SPF) N. 8" PDXIED A.T.R. t & NUT 'OXIED A.T.R, t&NUT DXIED A.T.R. t & NUT a r r a 2X8 P.T. BOTTOM P ATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) C SIMPSON SP4 " Q 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE f- 2X BLOCKING O (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING o o BEYOND. A N PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • 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 KR SCALE: N.T.S. S4 0 N i 0 a .. Nu �: P�167g0 •� .. of a r .f ff ii •"6�y"a x. 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. Co !- o E Co Co 4 O CO S N F- 2k 0 N O C' 8 # LJL 0 •� c0 N 4k 11 W 01 Nl v� r -a w a Nr O a JLLLL aw z to O Z O Z0a s p o O~Ow 1% 'ro N CC J J W W '-- °�oq d Z LO CS N Z 2 D O N co Q U< IL p N Z U W 0OO V M .n- Z N p �o Z m N N VN z 6Cz CD a MC!� w 0- o w o Ln c • —, v w m m wig~— J E _� I z w `o OD N rn ��p w O � U_ E wo Wo >r Z® E N F— O MOU R0 ' Up o E o E az as oo ww N 4% L ¢ 0 ¢ ❑ ro � - a Z Nm 110 aW a �0 U W Q 3 �� a 0w mr �� a� �� 8 �o JC) o 0 w. _�< 0 � ° 7 L 0 m E c� L � o r > c°� C),C,`',� . _ GV O U �/O � C m O E r o r CV T T r �O O c7 CV E W z Z d Eto U J Q Q J JOB NO : 21-2024 SCALE : AS NOTED SHEET NO. S4 _''�a�-`r'.•c-r,_.r,.r _. _.._1. - _�-.:. ._. ... .._. _ _ ..._ .., .- ,.0 .. _: .... , ---.. _ .. _-:._�'li._ r�Y, r;-,u _... � .. r..;4„._,.�a�:'S�....3ti.�:it.l.it$�..-"t.'�E1kWh:�fa�•T"{': ��::'P� �1 •�-._.. .. -.._: _.r.s7Ytt5�ll�o>e;.4,�flWeiri�ar�M-tii�si�Nlnr• -�- .�.a..,-�..x,.a-,.,.e _...--a ...... �,__.-.. _. .,-- _ -�-_.. __ _. -,.__ ----------------—------------- _. --- - SIMPSON HGAM11 W/ (4) 1/4"xl 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 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - IRSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45^± / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING 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 (SEE TABLE BOTTOM CHORD ) 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 ' 7/16" OSB SHEATHING ATTACHED W/ 10d END GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED OS 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. wl (2)16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX 1" IF >9" SEE 1 O/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, DETAIL SCHEDULE FOR SHEATHING IF >9" SEE 1O/S5 �- DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3)10d & (2)1 Od EACH JOINT w/ (3) AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2) 10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" • AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD BOTTOM ATTACHED 2 16d NAILS () W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3" 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" O/C @ 1/2 x 8 J BOLT @ 48 O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP &BOTTOM SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH MOISTURE BARRIER SIMPSON META12w/ (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 OF TH A LAM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 WEB, USE MSTAM36 wi (7) O.C. MAX) w/ MIN. 4" 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 - IRSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR T- X -BRACING, AND TOP `" SEE STRUCTURAL CHORD BLOCKING N - NOTES AND NAILING INFORMATION SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ " (2) 16d NAILS -WOOD TRUSSES �° 60 00 2"x4" CROSS BRACE APPROX. 8" FROM -2X4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF ti EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 1 Od & (2) 10d TOE NAILS @ EA. END ATTACHED W/2-16d iD� AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4"DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL T NATIO SPACE AS SHOWN FOR 3 PLY 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. S5 SCALE: N.T.S. S5 MAX. 9" 8d @ 6"0/C UNSUPPORTED, IF >9" SEE 1 O/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 HGAMIOKTA 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" PLAN FOR TITEN TO CMU XCSEE CONNECTION E L S I N ( ) 2x4 "T" ON TOP OF PANEL EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ 2 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C L 2x4 BLOCKING W/ (2)12d TOENAILS e =: NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C. SAME NUMBER OF ROWS SAME SPACING) ) SECTION 9 SEE TYP.WALLSECTIONFOR SCALE:3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. SCE IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2)16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. 'SEE EMM/S5 CROSS BRACING DETAIL J SCALE: N.T.S. 12" SH SCHEDULE TTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od X0.131" @ 8" O.C. ALTERNATE NON —DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 1Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 1k A ° ° 11 a "II . ° II ° _II° 1 \-CONT• BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES \-MINIMUM (2)16d PER JOINT `MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)1Od TOE NAILS AT EACH END @ 24" O/C (TYP) • z w \-BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C \-MOISTURE BARRIER -BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON —LOAD BEARING LOCATIO(UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 74" (U.N.O.) "L" BRACE 24" 0'0" - T-O" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO: SIMPSON HGA10KT w/ (4)1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 14'XY SDS SCREWS TO PLATES (TYP.) `STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 wl (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 -, 2x4 BLOCKING —2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L"" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4"' 0.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX t CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. ON MIN MIN ON No cc 1511111111111111 NOTE: Z-TOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION c 0 CV o JX �. or- To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1- C h Qco:)M 8 R h #k FinCA rn W M cn rn r- ° LL Lu ° Y .4 ro CoLLiL ui cn awYl 7s ! O Z L S (4 �• j 'r, N W L -W.I Wc�n�Sj 0 Z ,a; z a W SQ O N Z O U v vOIL W 00❑ Z N O o Z � QQN Z O Q a N M V O C,/n3 LU V O . o t✓1 � v z itl J as 8 = w v Q c � �Q N O7 o J W its co ch �Z o i Z 'a _l LL E ¢ wo -0 z® ¢¢o X U 0 OU O E aQ r. �� aZ N to L < - . w ro C - ¢ o z Y U y 0 m O Z 6 W a0 fl Iw W v 3 w0 < �k 3 w oa R� z¢ cCD0 0'^ � 0 L � O \W • / �� Q > O N U to 0O �✓ E r c` c r C� = N r CTi 0 •� 00 T T 0) d co N o E N y z z E 0 a E `a a c0 _j Q o JOB NO: 21-2024 SCALE : AS NOTED SHEET NO. S5 DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL P T TO PRODUCT TO PRODUCT 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" 0 X 3" LONG FURRING TAPCONS (2) ROWS 3/16" x 3-1/2" FURRING TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4"I,-lx8 2X8 BLOCK@ SPACING „ 1 DETAIL 1x8 P.T. O.C. 2-ROWS INTO FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1 /2►► DETAIL 1x8 w/ (2) ROWS 8d NALS ►► 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN.DOOR DRYWALL JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCTAPPROVAL 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" FOR CONN. (2) ROWS 3116 x 3-1/2 x 3-1/2" TAPCON @ 16"1x4 O.C. & 4" FROM EACHTAPCON rix4F" @ 16" O.C. & END w/ MIN. 2" EDGE DIST.FURRING 4" FROM EACH END wl 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" x 2x DETAIL 2 1/4" DETAIL STAGGERED @12"O.C. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1/4" MAX rr 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. BLOCK HEADER ARCH BLKG. & BUCK 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 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. /4" MAX EMBEDMENT INTO BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAL. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS ARCH DETAIL K B-B SCALE: N.T.S. SS SECTION A -A 8" 2'-0" 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. RAD. SECTION B-B 8" EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK-(1) WITHIN 4" MIN. OF START OF ARCH START OF ARC i PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 RER (TYP,) STD. 90' HOOK (1 1.5n NOTCH WEB AT FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS SCREWS & (5)1/4" x 21/4"TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS JACK TRUSS PROVIDED BY---/ TRUSS COMPANY OR 2x4 011 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH 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. ,'b' 4 SEALANT * PRESS PANEL REINFORCING INTO PLACE. „ 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. IF TRUSSES USED) W/ (2) #6 X 4%." WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT, WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6-0" e. D D D . =I L =-_I=I f I= —I�III— ' GRADE e M 1? z (2) #5 REBAR. MIN. 3" 16" MIN. Of COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION ♦ DO NOT DO THIS 2N BOT. PLATE W/ (2)10d @ 6" O.C. ♦ #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" R ♦ ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED TD, 90° HOOK 2x BAND JOIST W/ FACE NAIL 10d (TYP.) ♦ (ERT. YP.) A Co NAIBTTM S 1Od @ TRDSSNVD WEB — METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND ' ♦ JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/41 1/2" SIDS SCREWS ' +2 NOTC FB @ FIRST COURSE - ` I ♦ INTO BAND JOIST & (4)1/4"x2 3/4" fHE S TITEN INTO K.O. BLOCK FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. 1\11-iS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW 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 t— CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: CMU w/ 3" LONG T-NAILS @ 24" O.C. WOOD w/ 0.148"x 3 1/4" @ 16" O.C. 3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE STRUCTURAL SOFFIT SFO 1 SCALE: 3/4" = 1'-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. x0 (2)10d NAILS @ 8" O.C. VFRyq� TO TRUSS TOP CHORD + IF�GrH PLYWOOD SHEATHING + BLOCKING AS +F REQUIRED TO SUPPORT JSS + + SOFFIT + 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL SCHED. �// CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS 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" FILL 1st 4 COURSES SOLID W/GROUT d FOR OVERHANGS BETWEEN OVER 1 1/2" d CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ° a0 ' OVERHAN •. d� d' 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'-0" F-0" NISH ° >• p � e ° o .. #5 BAR o P 4' D. 10 CENTERED W/ g IN TOP 4 e Iq KNOCKOUT[ iv ; ° CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN •D °• o?. AND SECTION DETAILS -I CLEAN FILL .> A. ° DIRT b z A. ° STANDARD q #5 BAR IN ' 90 HOOK iv FILLED CELL, STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" ATE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC INTACT 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 I_J EXISTING FOOTING RETROFIT FILLED CELL DETAIL SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. 4 yy, Y \ N O N O o C. t3 4*4 �,�;• 7a750 0 P W To the best of the gine0s knowledge, information and belief the structural planedkh ations containe witt�t<t7ese . drawings comply w14tFlori�`I fL& , ode - Residential 7th Editidljs sr nature and sealthe structural engineeTsgt.qtdr1 IA jiRApNg Engineer's signature an I. ....... • �J1 ` N P e►` W 9P�p11 110 � Co v Co E r` a � A8 N cm ,+ N LPL V ate-+ cc C:� J u) Sk u w C co � N -� 0. U— N O n Q 110 co M u- a.Lu LL Z @_, 1 L m o O~ w N V7 m O J r W oo oo j a �" N M Z K O O U Z ¢CIL Ci J VJ W ❑❑❑ Z N M - � o z Z n J - E3 — N Wv) z v ( o N u- w L ij— O—� LL, o N � i,— rn vss W w Rig U G S "1 • = z U ) " 'o < N o s. • W M M J �z O 5 z � 1L. ce Q E O � F=cKs w0 Zo <N Z F- o X .< oo g� Z— O E N p ¢o ao az �z i C - a U Uo mo ULL Z z cl) J � ¢ ° <z Z z go !3 c'i °< o a Nz �G w� 6 �_ >° o CIDa V z¢ 0�3 Ln J O N rn cD 5.r M ^' 0 W O ' ^•� Q .. > O U o C7 CO C m ... N E d. = CN T- r _ T T 00 4 M N CAI o z Z c N E O `m a U Q p JOB NO: 21-2024 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS vw �- i vaa `` �rwi i r e wvv v v w 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 19 TB PRE-ENG, TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE ^ CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. -� -----L WOOD TRUSS / A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL (7� SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD WOOD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN, BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. -.. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2)12D NAILS - AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM * * 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES ROOF SHEATHING ATTACHED PER 2X4 #2 SPF BRACING @ NAILING SCHEDULE 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS FP ATOP INFORMATION. BOTTOM CHORD VARIES SEE PLAN FOR WALL LOCATION MIN. 2X4 #2 SPF STUDS @ If 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL ; o MIN. 2X4 #2 SYP P.T. PLATE °. W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE a 16" O.C. MAX. INFO. ° SECTION @ ENTRY $ SCALE:NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PAN FOR COLUMN SIZI & ADDITIONAL INR (2) 2x8 #2 SYP w, 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 TIE BEAM BEAM a@ RAISED ENTRY 2 MASONRY WALL 4 SCALE: NTS SIMPSON HUC410 w/ 14 ) SEE PLAN FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PAN FOR MORE INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PAN -A REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION AINDICATED ON SCHEDULE/P ANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT rA 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) A � A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION ° PAN FOR MORE INFO 5" XX COMMON BM. ATTACHMENT SCALE:NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM - `- FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a@ FLOOR CONNECTION r22� SCALE:NTS SCALE: 3/4"=1'-0" BM. SPLICE OVER CENTER OF POST i � SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. TRU I _ ' W,070•k (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. �• MASONRY WALL BELOW: SIMPSON °Q. 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 a ' COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rj_2� SCALE:NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL a@ ENTRY FRONT WALL 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3)10d 1F 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 wl (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 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/---/ L (2) 2x6 BLOCKING UNDER-- FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: NTS DETAILS &SECTIONS CN CV O N O I—EiVk "',seee cQ ;' t`o p 87 50 w w , w w r = CC= r : rU • STA E OF h 1111III 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 \ p j8 LO S� ,� O N " 2 6 m 0 •� W N J J LL �t L. L' ,� N cnr t- ° mow° °' he ao�Mv ��LL a 0 0 Zp L @ _ Yi '@ N CO ow o .W.I Z N MZ LL a IxDO Z O U U-1 0 W 000 C. z N ih C. z z o N M V)Q Z a Ur c Cz (1) 0 � a-1 cn (� w U —� O w o u �In-_ cn zEl U � w � Ow _ 8 ,III oN c u). x. �® o w M 2 o S o� z Q E o �o wS zU z® f`° O o¢ _° U o< az z (6 (n C - a O o X �m m � O o f az 2m <w ~°o Z� g o W 3 o C> m! A o Jw �_ ao co �O = 0L J Om o 0 �- U � O . a) N _ Q Y O O 0 (.0 0° o � E = N r It O r 00 M M N N i6 z cc z E a E a U _j Q p c JOB NO: 21-2024 SCALE : AS NOTED SHEET NO. D1 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 4) SEALANT JOINT WINDOW BUU CK TO OUTSIDE EDGE OF ° MASONRY WINDOW BUCK 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 WEATHER RESISITIVE BARRIER TAPE (ASSEMBLED WINDOW ) HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure i resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NITS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING y REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING - DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER 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 in each detail that corresponds to the numbered items in the list o in 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 r vy0 n"vu 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 SLOPE WEATHER VE BARRIER & iARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOH UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING v 1 0 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) ' SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK E AM SELF-ADHER J IVllly 1'4" PER PLAN 1'-0" PER PLAN SHOWER SEAT CI SELF -ADHERED FLASHING OUTSIDE CORNER Q w U) m WINDOW UNIT FLASHING REQUIREMENTS /- DOOR ROUGH OPENING SLOPE 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 - (0.6 cm : 30.5 cm) include flashing as described' 3/4"-1" BEAD OF CONSTR, 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 a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of SELF -ADHERED FLASHING BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other SUBFLOOR approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No 15 asphalt felt shall be a lied horizontall pP Y, 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 V, appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The 2 Q individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING JI M CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER n Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB &HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING, SEE FLASHING SELF -ADHERED FLASHING FLANGED WINDOW shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes (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 buildingwall with a sealant complyingwith AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE p P P ADHESIVE AS SHOWN) VERTICALLY FROM contraction, ASTMC1281, AAMA 812, or other approvedappropriate YP PP standard as a ro riate 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 1 6 not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 2 7 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. AMMINSIDE 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 qutters. :LF-ADHERED FLASHING ,TCH HERED FLASHING 1 2 4 5 Lu LU PLASTER STOP - = W CONTINUOUS BACKER- LU U ROD & SEALANT W W = tz Q WLu � ° A Cn C ° FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER 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 SHEATHING,'OSB', PLYWOOD, DENSGLASS I ----JAI TACKER ROD A FINISH STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal �... P.^ lathe in accordance ?' with ASTMC1063 Building Paper 7/16" O.S.B. i sheathing . Metal ..... Flashing ..::. Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 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 CN CV 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 LO F Q lot � CD N8 Nti Ft 0) 9) in�Ia w o a o 0 j owJO 3 atY Z o _ .Lu L2-'O '@ N CD m 5 a QW0 Z LL Z QZ o�~0to N W ❑DD co z N M 0 0 Z �J1 Q r/ N ^, z ( c W (DIM o 4 w ° V O Ln vun w o c ti06 ru - MIN U v w j m = L �I C . N o to i U C U) � O �w c`eD C13 y ¢ zo z z¢ LL Z Y N 0_ E u O Z ro R . oa _ ° H O E O N ao ¢z o ado �z wz N T @ en c z y m� O zLL Z - C j�5 o m >z Z. z 3 a ao N Q oa z �w W s x t= 11 O yz w a� =3 9C) Yo MJ Co o� Z 6 a Oti U �i `rw.�.,� N > Lo J 0 E2 C L 3 0 r � U O > N Y p CL -2O C E r = T Cn o r r 0) N T_ r E O M N M N y Z z E c) E v m `6 a- o U _J 'am ¢ p a�i w JOB NO : 21-2024 SCALE : AS NOTED SHEET NO. W P " P FrZODUCT APPROVAL SPECIFICATION SHEET(2021) Florida Department of Business Professional Regulation page I of 3 Building Codes and Standards lunm 0 MIA ioullinr (:I) Mounting Brackets (110 il�aul As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the inibrination and approval numbers on the building components listed below if Code Ell or 291 Dart, FouncIrm Do" 0) 7�5 c/) they will be utilized on the construction prol for which you are applying for a Cteewt Ftwer 0- f9l 043-7628 pE_4W9 (813) 767-6555 -0 Prorosslornairmilftlear LL SMArchor-Stbeduk- CategoryfSubcategory Manufacttirer Product Description Approval Numbe Test Pressures Exp. Date RIjht8Yad(et(I'dGauge) -0 1. EXTERIOR DOORS I mnal Ath-Clool and Woollh-StEur Nothing 69"-.a Etclujol;Impedliquot: Opaque iWU2021 Y. Yes Yes WA E 2 composite Edge FibergIMEIII boxvith ThermaTru Fiber -Classic and Smooth -Star IMPACT) FL20470 +80.01-80.0 psf 12/31/2021 Composite Edge Fiberglass Double DoT %fth or Yth.Ld WINE. xx uaxm composts Edge Fiberglass al Dmvth EQ Washers D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Singlli Pairs of Doors FL1 1537.1 NIA (see inst sht) 12/31/2025 Front Cmss Support 8 h. 1'reml Ent Fibu-Clanualt,and Smooth -Shur 1WV2021 Y, Yes Yet WA Left Bracket (16 Gauge) Composite Edge Flow&. Double Dow .1th w Back Circa Support Into A/C Unit "oril Side 110 1, Themll and SI Star Nunn..[ 8&*39"o 01al i=112021 yes Y.. MIA A. SINGLE HUNG MI Windows and Doors Series, 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 (TypM- 3 6kh side for hurilfcane u ia) (h8vinglo-tsving: X.-"dum6m) composite Edge Floorgasse Doorwilh it"a -q- Cwt-postmEdl ssDoubleDow%ithor B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL1 5349.1 +60.0/-60.0 psf 413/2023 13, m. Thdreal Fibu�Cllnslc and Sunooll Mal Sa#39A &q.-UmpAndfikil Opaque IMU2021 Yes You Yes WA Camel Edge Rharga-9all]. Dool Montt, llomlz D. MULLION MI Windows and Doors Series 5764 FL1 5353.2 N/A 12131/2024 Florida Department of Business Professional Regulation P.D. i of I Cannool Edge Fiberglass Double Do -with �,.w c1:Nd�Impc&d&quot:SIdeI ImpodnWOuttal Building Codes arid Standards iFdM21 omccolIgurati'lin) PGT Series 5500 FL261.1 N/A 5/26/2026 Product Approval Application Detall tsqu 1 too) IMInIll Y. Y. Yes WA til E. OTHER I I 7"a V_I-n "inuitacture, Carl V.111146d W Validated Submittod FIRC Alart..1 Ap fillet- 17 111 Thermel Filher-Classlo ard Smoathl or No "not II&II sount;N-Impactlitfuct; Opaque 4:211 Yes Yes No Wx Affiereal Smart Vent products. Inc, Michaol Graham Hormas F. Plasm ll Looks Sol P. E_ '12AW2020 121161 1=842020 ApK..d CoTpol Edge Fiberglass Single, Dow Comil Edge Fiberglass Single Goal mi N4�� T.111110" ROW Ra'Ostandenhilact .1. Uorl Florida James Hardie Building Prod. Cemplank Lap Siding and HardlePlank Lap Siding FL1 3192.1 - FL1 3192.2 N/A 12/31/2023 A. SIDIN B. SOFFITS Alside Solid and Vented Soffit FL15272.1 5272.2 +75.01 carregunaticrusl QIIIINVA-urarrun Approved for Use Aersolvedfor know Donau 20 t Tl,,-.Tu Flbor�ai. and S-11,Ste, Monninal a&039.0 &qUot;NonImps0t&RUd; Opaque 12131nal Y_ too MIA 2 S"YtVamt Modal #1 40,311 Du= IoD Flood and Veal Vent q2t3WEII Yes Y. MIA 1100 100 21 u. Thourl Fo-Chn,06-dZinowl N-Ind 12131/2021 V. Yes No N/A Van 6 r! t Model *154@.STO Wood Wall Ill Flood Vent 2J W2020 Y. Y MIA �100 100 Cant. to Egg Non" "wito 1 a Fiblil 99 Dol r 4. ROOFING PRODUCTS 7 am.ltVmM.da1#1S40=574 14.511quot, Gan go Dow Flood Vart 1 2W t2020 Yes N/A WA' with ourtlattieftes 0-inglOutwing; XX m OXX10 Florida Department of Busiril Professional Regulation P.O. I oil C. ROOFING FASTENERS NOTUSED Build ng Codes and Standards Product Approval Application Detail 25 Y. Thermal Finor-Classo and Snooth�ftr Nominal Glazed IM1021 yes Yes No MIA Without EdeflutolosaingOul XX or OXXD Gel 26 Z, Thartl Foor-Classo and SmowhI . or 0011figuretIonst 12r3l,20211 'Yes Yoe No MIA D. ROOF VENTILATORS Thompson Arch Metal Camp. Off Ridge Vents FIA 6918.1 - F Ll 6918.4 N/A 9/9/2026 ijlmj Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2024 C�jopTiq13'ooi (Iftswingrouls"I x corligummon) 090 2ft panoperidby 00" Type vitnewl ArahLirlet.'al conal use &U- Validated By Vaildated Subernitted FEIC Approlls! Eta. 27 za. Tharma-Tru, FItiti-Claul and Sirloo"ar Merrill $8039)0 tiqlw;N0n-ImpEEct&.ql Glazed IM112D21 Yes Yes No MIA R.14.1ft 4.20 Drected Motels, Irte. Jason slimmos, Zachary R. Pnot I Spe-clan P.E. 0al"10020 OW912020 ottn(Y2020 iwsw" App-.d Lomanco, Inc DA4 Exahust Vent FL1 7202.1 +97.5/-97.5 psf 12/1012025 SkWlw( �, (I-st IaQwl XO, OXw Ol compliance Who&- Evaluation Report florh . Cornpoote Edge Filbwgluss Double Dow wrin w E. ROOFINGTILES Boral Tile Villa 900 FI_7849�27 - FL7849�28 N/A 12/31/2025 OAaUtYA�wee ApprovoldotrUent Amarayed far US, impact Design Firinclumt modd, Hurl or Nam laroduretAm-drAll n central Onalmloo, Date In HVHZ 01,11311*104a Russian: Pressure DMC 10ONS, DMC 15OSS, DMC 175S, DMC I Dn,tal Moral Rooting Systems Den: IWNS, qmc 150wDI ir4s' DMC 2006, 1W31fZo2!5 Yes M. MIA +Gt.l&Q 5. SHUTTERS Florida Department of Business & Professional Regulation PI 3 Florlda. Departmarit of Business Professional Regulation i I A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12131/2021 Building Codes and Sta nda rds 1,7=1 Building Codes and Star rdards 1 All American Shutters & Glass Galvanized Steel Storm Panels FL17869. I N/A 12/31/2021 Product Approval Application Detail ProditictApproVall Application Detail Code Entity Date Date Date Pendirm Dole Was Version ManuflEchum contut Vorow"I'd Validated Fawrill FRC Anatol Apyro.al rted". Code Entlit, k Data Dole Pernfirtl 6. STRUCTURAL au Vent- Illialrenfachater contact gruuI Ll-., Validated lay VAI Submitted FlICApprInial Approol, stelte. S.,ul EA.rra Door Aunaml hu0pemwuQthannurUoa, cn Cal 'a. toothed: RInaintinn Report from m Florida RegisterodArollitel or a 1-1con sod Florida Professional Erugln- Flrk% Retrial hchitvit ore Licensed Florida Professional ErAmor A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see c hart Qua11ftyAsalurance ApprowdlorUlle, AppirgythaffoI Impact gestalt Quallb; Assluninali tuate.,unalf"Llso Annual for U, housed 04ol a) B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 Sao it 1. Ngrattal or Nun Product Description cuthralot WInalon Date In HVItZ Ourailde Resistant pintenjure 1 Nlh= Fib-Clas.i. and Srnooth-St., Normiral SUI 8wl; Imp-ttl Opaw. 1 281 M21 No Y_ Yes NIA and &malath-Ethur Nwrinalli6#39:13 tiquot.Mon-Impaca"dr: Qpultic, IM11421121 NO Yea No MIA Composts Edge Fberglass Single Dow Composite Ed,* FlIb".. SInEEk Dow MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 6/30/2021 �Ith 3 t. Therml Fiber-Cinesto and Smooth-ster Mail BELI WoUrnp-ttl Ops qua IM1,2021 No Y_ Yes NIA F7_ C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVI, PSL, LSL FL652 - FL6527.5 N/A 3/31/2021 Composite Edge Ftherghl- Doul Door with o D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels, FL1 58.1 N/A 5/21/202T config-b-1), Coml Edge Fiberglass all Dow Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1'774 N/A 5/2512024 dr-lingotunk,1Z X ea.fig-ItIon) Camp oalte Edge Fib %glass 8 Ingle Dow with configuratiol C_ Composite Edge Fiberglass Double Dow U) wIth w Without 31,1411tons (InswirtgOutssing: XK or O)= Florida Department of Business Professional Regulation Composite Cull Fiberglass Single Do. a Building Codes arid Standards 1?j*o:n ICU composite Edge Fibenwass Single Dow eith The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the IbIlowiling inibrTnation must be Product Approval Application Detail Code 2dk [let- oat, puer. 9 1. Thermal Fbar-Classic and Smooth -Stu Morl 6&939:8 &q.oL).p..t&q_t: Gued 12aim2i No Yes Yes WA Composite Double available to the inspector on the jobsite; 1) copy of the product approval, 2) Edge Fberglass Dow with or ,411hout Sidelt " (InvedingfOunwin g XK or OM MCI vonl Manufacturer Erudln License validated Widated Submiffed Fsd Agonrl Approve cutility Assurance ADVIocted Iff Use Approved for Use Impact Dastarn P,,Uud Description ProfossI Engine,, 1:1 Assurance lonnect Owl I SERIES 420ALUM)NUM SOD SERIES 42Q ALUMINUM SOD ONO IM112024 NO Yes No NA 145-314liquot-AMtral NON -REINFORCED ICU Florida Deplaftent of Business & Professional Regulation poll 1 art Building Codes Standards Florida Department of Business Professional Regulation Pasel oil Sul Idirig Codes Stance and and rda, 10:201 Product Approval Application Detail Product A prol Application Detail cu 991111 Collor or Data Data pandim Date 7NON version Manufacturer 001813 vallciatond By vall"ed eywhood F50 Awroyall Approved atmm Quill. owe Pandinat Verslort ftnufneurer Conte" Enalreter 9 Ulcerate Validated DI Vallilated Submitted Pao Approval Approved filam RaI 2020 PGTInd..Iri, Joe, Roel 101-1-Dcle aCCO- CER Mitumil 6=0 - VAL IiA$9020 10I 1142V2020 AW-0 Revision 2D20 Wmme-D.It.n. a divisloh clrQ�wtl Do., Dwyffil Kwsll� John F,8-ton, Jeffroy P, Amason, P,E, 10il 12MU2320 ApproI QW942020 Prol Model. Ntole, or N P'notuat dissertation V-4ttE.Wadjan Dat, In HvN Outside Regional, P,-, In inturnedledo EL ay'llsit top or statton. awflalolo.In top or IntermedloO section. SHEET NO. PA 1.0 a Florida Department of Business & Professional Regulation Building Codes and Standards,S Product Approval Application Detail paged oft 2p21 code entity or Date Ski Dale Pe11d60 Vie.. T"a V erslon.. 'Mom irscuirar ,Cent t Enainaor:& Lloense Validated BW - ,"'wad Submitted FBCA=,%;W Aborovad Statue R.Asidn 2020 ,Curdes0iYtpf of AADG. Inc. Tom Ridley- UL LLC Tray BBllop.P:E. 12110r2020 17AV2= 1221=20 :APP-01 category: Rharla Dons (841) 494-2813i954) 94t-0680 - SOCN19gOFF.ExteriorpoorCoMpeneMe [an.rm[Ay@as5s ablq.aB Campliance.Method: Cmtlficeuon Mark ar Listing tfitaP m _ :': 23s mdf,rds' Duaimr Assurance. Aerarowd for Use Amxoved for Use IIflow beef= Seek Pr duct Model. Numhor or Nam, Product DoscrioWn -. cmYmG. Expiration oat. In HVHZ outside HWZ Resident Pressure 1 607.707; 727, 747 757; 777, and 847 Single end Pekaof FI&W Glazed and Louvered single and pairs of 121SU2025 Yes Yes Yes WA Doors hdim mortal doors. Florida Department of Business & Professional Regulation.. Building Codas and Standards Product'Approval Application Detail PRO ore i0nl Cie Entity fir. 211 Date pondlne Date TV-: version.- Manufacturer: Gatact _Fskolnaer a Unaware ValidatedSWValidated: dybmiltgg, Fed Aoaraval Aaorawd Status. en461- g R m 202 . Mi.Vtll Windows dopers n 1% an _ &'ant. I -er American .. Sip rig een I :. S[evain M.Urrch. RE 11n72D2(I 11n712020 11R712020 ro'seed - APp Category: wAdows. 1717)365,3SW Manuleebr-Assodadui (717)317-8454 SulhCatego r*Singlo Hung b.H. morNati:eon C-wli ice Method; Certifcafio i Marko fisting As5lcmrrs A®rayed Usa for Use oeW�r §s� Ih odriet Model. Nranber.or Name Product Description 6ualHV for Aoo..W Contract Expiration Date k1 HUHE taroebd; Otileltle HVHZ Resistant P.ro<n'm. 2 165 SH 52x72 Fin Flange Frame IG78G Sing* Hung i DK182023' No Yes No: +WIA - Larnlnstod:Gle-ss - Floncla Daparlmert of Business & Professional Regulation. Building Codes and.Sta ldards Product Approval Application Data11 Pepsi on iFa;021 is 1 FE-.@ cat, 219 Dag Iseniirm gl TVDO Yorslor Manwituret Sr.4nte ananser B Woense Valldeted By ywiawa Submitted FBd:Aunroyar Atorowed status Affirmation 20,29 PG71niWWIes Jens Roses* Mlah+Nde BCCO-CER MI-i-Dede Woo-VAL 1tMr2DN) 11105IM20 11ni7292o Appro✓ d L.t.gimk Wntivxs.. (841) 486-0100 (i88} 316-2590_ SnmCatel arr-Sloe Hung )TOV"idepondusmeBc Conipus.i aMethod: CernAghon Mark c, Wsuh2 ' : - _ an _ _ dsLlrt38-RF8iRodnyLa. Quality Usurance A®ravedfor Uea Aoorovadrar arse lmozd oselon. Stu Product Model. Nwnber or l4ame Pro"Desedprlon Contract Expiration We In HVHZ Outside HVHZ R*A%M Pressure 2 8H550911arge Nkssee' Impact) vmyk single Hung Wh ldti 07130P1025-, Yes Yes. Yen PICA Florida Department of Business & Professional Regulation Fags 1 oil Building Codes and Standards i;612021 Product ApproVill Application Detail A FYrsi ElYSllrs[ 413tt S§ta Date Policing e �. Awl yfrsl'an. atanutai-toper RnolnearB LieBnsa VakdetaA By aV li"etl subnalflad FBC Awloval Aborovad G1.$(yg Revision 2020 MI VOMdmr5 and Doors BrentSonger American Archkecturw :Steven Rt Urlch, PE 1=02020 10M612020 1atJ:&W20 Approved - CMegmy: Woulaws_ (717f 365.330a-ManurecturmF Assoblatim :(717)317.64114 SubC alegary: Honzonrat Slew bsange*mtad.com cat Method Certification Mad or Listin9 g 0L05351-Rat - ' Proliucfs. Guilty Assurance. r forUse Approved Am ovetl for Use. esi IIIIDaCt 0 do gook'. Praduct Meter. Number. or. Name praductDescrhAft, contract, Exubrium Date In HVHZ Outside HVMZ t34.aM,* pro"... 1 He 08 Fin and Flange Fraima 73x621 naukded deaa 02MOD024. R., Yes No +551-.55 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approvai Application Detail raga I dr2 F 2621 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail regal a frxio2i Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.O. i oft 1r612021 Florida Department of Business & Professional Regulation Building Codes.and Standards Product Approval Application Detail aayal of r e zo21 Cod. e"nivar note =1 Doe Palen Date GM Entity Data gdq 20410110111, so .-da fati ho 0, Bell Sala Dame Pe chat a�O.. -rat ! 4lill. 20 Date PAnd- -jet _ y( Vas o Manu(ac u s CbrAX4 Vafipated By yagtla oat subm nAa FBC AnomvN gp status Version Manufacturer Card t 12-1 er a License Vdtdated 6r Vaai"011 Submitistl FBC Aoomval Auorays'd ffia u jyg0 Version alanufxitu r Contact Endnee 8llnnae Validated Bu Validated Subi ritted FBC Am o al Anwcved status jj(Pg on Manufacturer o [ E minaer& Woe xa Validffiad By Validated SWoniftod FBC Atprovel Aporoued Ste us ' -n per 'a dDo s Reusdln 2020 MI >M d. s. n or ... Bret .ion Arckgect ml even Udch PE SOtngm Am d u St 6A - .... 1V221=0 122r2 1f- :_ 20: noted 1 2 q20 f1812q _. AfIPr Affminefivi 2D20 PG'rindls'AA _.... ...-. - -. - -;._.V ,Ions: Mlana Datld aCCD CER- Miam1•oade ecCo AL '11N512D2D tiNSl202D 11n i/20� ApproYe4 ..:. 202 MINA-d-vs andDoar9 ReMaicn 0 n rx Brem:SDr: r Luis Lrxnas, PE Sevart M. PB J.e.. 1010 -. 20 1W082020 10n 20 12n 020- Approved BY10 912D... 572... APP...:. it 2020 PGTlndystr*s ANbm& OhAopr - Jens Rosov�ski NuatM-Detla aCCD-CER NEand-Dodd aC€O.-VAC 11N5120Ni 11 A52020 1111112020 - Oved Category: v4pndovrs� t717Y 365.3�0. Manuiactumrs Assaciatlon f7173317-8454 '� garagar; VWneosins- d 466-01in {Ob1:)486-0iAD::. - (i86)3152590- Category: wkrdovrs {717)3653300-. PE62514 (7177317-8454 - :. CategarY. TMrtlo+ts (941)488-010O: (788)315-2580 SubCMogpq; Farad tssigkrger�;mMd_dom Supeatagary: Mod suamtogoryd Winona bslflingeroinhol.00m SUhCategory:`61ukions Irceesyslg�pgtirtdusldes:0 Campliancn:Moth.& Cwtificed. W* or Luling Coll noeflathed: Cwdfica9on Mark m Usting on, Coraplanot Molhod Uv Wstlon Report torsi e. Compbanca PAOM*d: Califcaton Man ar Listing o^ .-, ,,,:,, :,:.... ., , , , ,,,;;,,, ,, , ....:: :•. s„ ,., .. „,. ,,. , .. ,.-_.. ;: _ .. s ..-... FIadd-a'R Nto dN cfitact beWcce n�edPI oR e Professional Engineer - -, Sedk. rodnci49,o deh Number or P.P 'Calailtv:A.e. range PraiucrDescnMlom pact Exbkallotl Oate: Cod nr tl U piny. T Use p f sA n d s0 A A gYd-4f imoar-r 17ssigD 'Datalde llYMZ` R s.:,.t Protein..,.,:: h--liY♦1& ��dSi- ":aduct -6 nnr - ; .,.. G wAs_ anee .Sat.- `. � Aenrav far Use Anprovad foeLsa; Ire e. 0- _P�-1 tiH .. ,- _.. .. APi 4M .:, .., ,. .:k .$� Prnfk afar. ,..,. r.:. Bat ...., ,. ,, ..,..., ..:+,_.. I,. , . ,.,( : -.,_ .., ,. , ._ r,.,. ..,. ..:.., ,. ,a, ... .,,.. _ ',? �„ *. 2. •", ' ,.,DesigD. ,, . .... „ ,,:.. ,.,. ,... �- ... `,$g49" ModePNumUM Name Roduct bescrlmiop Corpi�aoC.Exurrat{onDaale,. Row wed farlha. r rat o :Apo a dfor Uea., 1 :,DUtaIda HVHZ !¢�A-Ll. es i> pl,gg-U�; . 1- 185 PUJ 73 at - A 0' 0 xi2`Insul_ad Glas dPo$i?.23. .: 'o Yes aBpleB: N. Kb 0 Model Hum er or Name .0 3 Pict-i Lar-la'taa G 520 (.. 9oM_sl. repo 3 utluct lutioo. omraet EiulraHon tiate. Pr � G - LOn k WInA 0413DI20S YlF eat low :,4utalda HVHZ in R. Z Rasuiani. Prescc t4! Yae' Yes'. Yes: NtA ,..., __ „ ._.,,.-. .., .,. ,..., _. ... .. ,.r. .,. •... _...... ,. .. _.�..�........... .. inky eftlranCa -9� ....:>., ......: ., ..,,.: .. .. .,, o wdrer Ufa ore for U. n 0.6nrn �pLPFLImo2t edcn.. .._... .CC aduct or T Mltlmsla All Doors an -'. U -Alurninunr'N1uWpus•I 06i282026: Yas Yea Yea: FlIA _ . _. _.. .., ,.". :. ;. Sao'N.- lhroeurtMadel�umbanY Name Product rlasennndn Contract Fxpuatlatir0ata, ,:i;l.nlitl�: OutsWa HVHZ Rasislaet 'r+mssu'ra: .. _.. _...._ .. 2'. 5764 Vertical AlumhnumMUli4q IM,112r71E N. Yes Yes WA Florida Department of Business & Professional Regulation Pagel aft Bulking Codes and Standards irgW Product Approval Application Detail C0401 Entity or Doe per;@ Doe Pending . ne.. TV- MenWstu- C.19W. emlinew, B Liognits Validated at Vatldoew §.Iturk of FBCApmbval Aoorovoa :Status: R.,A.I ii 2020 James. Hard* Bu ithr .Products, Inc:. .. g Chad Dterck@. V Andrew Tan John Sduthancl. P.E: ,. 01/OT2021 12A 2fM0 01A617g21 ding FBC Aplir, CMogOry; Penal Vl1a1141 (909)545-535g PE87662 j3$2)367-2528 SUbCMegmn Biding chad:tll.mks�)amashad compllanma.Method Evaluation Report from a Florida.Regiatared Architect or a Ucenseo Florida Prarassronal Engnsar aPi'vtloiis;, QvWIW Assurance- Aeorowiffor Use Approved for Use impw Deslrm 8040 Product Model Ntenberor Name -Product Descriptlon CorttractEzdrstior/ bate In HVMZ outside lMiZ ResLvtaM Messure I 6emplmk Lep Siding fiber -cement fap`slding 1273112023 Yes Yes WA WA 2 Hsadb,Pkark La.PSiding fib-ment lap siding 12f31/2023 Yoe Yes MIA WA Florida Department of Business d Professional Regulation BuillCodes and 'Staihdards - Product Approval Application Detail Page I rai 1W2021 Code Entliv ar We =- Dato Paldnd- Lt a 7v.o. der jgp: 'Mararrectu contact Endneer&Licansa Validated: av YaBtlmM sub.) Fae Aodroval: A,crowad Status ' Revison 2020et I.M. . h l cp lnc. dpa Thom Bon Archkeclural r R Ton Chrlstnum 2ao R. Piioat .Steven lB WON PE y hart' - WrAm 091162020 �� ... OgIM020 12n5f1020: ... Approved Metals Corcyany(TAMCO) Company ta13)248-3456 PE74e21 -i79T)91T-845A' Category: RootnQ 9,eom auilt,`ategary: Roofing Acoessones that are an Intagini Pod Mlhe Roofing S3ystem Compliance Method: Evaluation Ripon tom a. Florida Reailert are Cleansed Florida a adPr ch Itec yy Professional Engineer Qualpt Assurance. Auyroyedfer UsB' Appravad for Usa Be" Preduct Del-rotron Cardract Emlmhmr:0ate. In HVHZ GutsIm KM fl-want Ppremns I TAMCO Flat Top O&Ridge Vent with BeM-e iar Tte 26 go. datic roof-tuatc, with battle 0910S=6 Yes Yes NIA WA 2 7AMC0 Gddseneek Vant 26 gat: (W)MOW No Y. WA WA52.5 3 TAMCO OR -Ridge Roof Vol will Bark 26 ga.- static roofventilator with integrated lwfha 09IM026 Yes Yes NIA WA 4 7AMCO Round Top Off -Ridge Vent with aatfle for The 269. 8000 roafvenilkdor T.tth baffle- 0910912W-6 Yas Yes NiA MIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Fiando Department of Business& Professional Regulation Building Codes and Standards Product: Approval Application Detail page or 5xog1 Code __. ..entity ar' cue am pat PNrdlnd Dater 31t@i. version 'Man, facr� lured. core at :Ehdnear:8 Liconss Vekdatea N4 ' Vall FSZ)% anal. tla et g §ybtglkigd a' @E2i23$ $floe@ Ratm. k-.n 2020 AinI NRk Thamps'pr LNIdon Y:Shml:tl.P.E.Ryan J lung, P.Er102_.82020. 10R62020 1IR q20 IV 15320 Ap- fmd Category: Papal _Wells: 03b)922a360- P543409 fa13)767.6555 seaCasgory: 9oinks: nIh-ps @,Wd._- compllance Merhod Eeltiatien Report VOM a Ronda Registered Architect or Licensed Florida Professional Eagfrem Fi76t512 frnditi4s QualtiyAssurano Approved for Use Abwovedfar Use MhDaa[ Design Up Name.Product Model.Nurribm or Name Prodet Deserleftorr Contract 201raflorl Date In MVNZ ,outside HVHZ Resistant Pressure 1 e::Sq,.k2T8qubtWilt Vantor Sold Vlriyl'So(rd 12OU2021 No Yes N. NIA 2 b_&w tAAtance,T4Yquot:SoMt Vent or"dMnyl:Soffit 12t3i12021 No Yes No: WA Paget al Florida Department of Business & Professional Regulation Pagel of vn2o2l Building Codes and Standards '1t7P1o21 Product Approval Application Detail CodeENlty nr ,[�g1,E ,fig Oat. Pertigm Rib -o IYJffi version Manufacturer �__ >=4ntD1 ElwMeerB Wceltse e YaI1dM tlev. Validated 4 FBCAmroval BB1Lr YBQ S� Revision 2020 GIotaI Rote b. Product3,.LLC. Tim Rohm- WatlerA TrIB Jr„ P.E. John W. KmezavidL PE -- D8i08J2020 0&M020 100112020 1211512020 Approed - Category: Shutters (I%4)fiW(545: PEA4167 (954)772-M4 supCe regdrY. Sloth. Penns. Yml rdc6lson �gpPantioan Compliance Method: Evelustim Report from a Florida RegistereclArctritect or a Joansed Flodda 'S717rI-, pre't lanal Enrineer -FL Ff - rF4r� QN.Wity Assurance Ap Asel. jjfar Use orovadfaruss -j- Ind- t Design 3gg9 Predict Model. Numhm ar Name Produck Deaerlptlon 6wrhact Ezalratipn Date In HutIZ Outside HVHZ Ras�at "mil P t 2oGageQtivanized Steer storm P2ael5JHVHZ Corrugated Gaivenizad Steel Storm Panaisretained 12131f3021 Yes Yes Yes NJA .' snot byo chs to provide. hunkene. prctedicn. 2- 24Gagp:Galvanized: Steal Storm Pan6NINHVH2 Corugated Galvenlzad Steel Morm Panel. retained 12nl,'1021 No Yes Yes WA - or not bytracks to.provide humicanc protection. Florida Department of Business & Professional Regulation Pepsi oil Building Codes and Standards 117oo2i Product Approval Application Detail code,,.. adly Or Sat§ 2111 Dag reaction Date lYBg Veratdn.. Manufacturer CUmadt. Fatting, & L(wn,a Yalydatecl Br Wildal9rd auhmlKed FBC Anon al Aom d status Revision 202q MITak Inc. Erin Walden- 'ICC Evalu slim Service, LLC ICC Evatuatlon SaNICa,.. f 0/0=020 OWV020 1wi-112020 Appra ad -. Category;st-heal Cemponants (95?a 898-bBaS LLC - BubCatogerr:Trues Plates evlaidehQmii chm (205) 599-9g00'. co Moroi reehod: Ev uMion Report at from rep a R Product Ewaluaaon Entity oualtlr Assoranca Approved tar Ilse Apormredfor Use knew sou A. P-Itut Model. Number or tame. _Plduat bassnodon Contrast Excitation Date In HVHZ WSMNVHZ R.,lecrat p 1 1411891-18 18 '9� super hgh strength truss connector plate G&W2021 Yes Yes NIA WA 2 Mile i6 gat truss ixxlnedor plate DOWT1021 Yes Yes NIA WA 3 MT78FI8 1&gat higbstrength truss connector pate U 302021 Yes Yes NIA WA 4 WIM 20 gat trus. ccrinedor plate - aerlu 21 Yes Yes MIA WA 5 14T10HS 20 ga-hi®h strength trussconneda plate (18130202i Yes Yes NIA WA code Entity m )Data 90 Date Pendl 09. To-yersldn Marrufaiturer CC nt Entrnam&UMM Validated av Vaktlmad SubmlUad FBC P-al Aomovetl Reision 2020 All Amanaa5hukers and Glass Mks�Ba et Frank L. Bennmdo.PE Troy eisnap•P.E 1028220 1011520i1N52020 127t5220 Apw«. .d Caregury: shutters 2581)7129882 PED046549 (954)947-0960 subCategory: Storm Panels mikebQ.u&meii.-huue Compllamet Medhad: EW Wian Report aroma rseam. Florida RegNeredArchmrct ora Licensed Florlda Professional Engineer fLeaOty Assraatee roved ruse obrared for Us, &oo A to mead O � 3eo# Product Model. Numter or Name BPdlmt Pascrintian Cnrrtra@i-xdrffiion Gate In FNH2 outaWe ^HVHZ R ies cam preasUre 1 24ge Gsivanized Seel SYam Pens 24ga: Galrantzetl Steel Storm Panels 12411J2021 Yes Yes Yes WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Psga1 or 1T77202i Cow Entity or P$ DOM Date Pendino Dame ;j)IBe, Version 'rnairuracturer :Contact Sort -A Uconea Valfdatad-EW vandokad fthrVlgid FBCAmmval. Aborovad status,. Revlsfon 2020 1WeWheOUseT hilt l3aldvAn [CC2YalU olon Service, LLC lW'Lehrer.PE. 1oi13r2020 App!ldF'rlr " Category: Saacrural Components (253)924476 i6d8)B36-3288. SUtCategonr .Engineered Lumber Rd.,LBWdv:4n(D"Heyarhe COmpllamagettod: EWuatroll Report iron a; ausm.com- .::-271st'1Rd`dtiras Prcawct Etmlushm Entity p r]ualety Assurance A--,d Wr Use. Amraved for use IIMDW- oesrm, $to (A Prodtatk Notlel. er ar Nam Product Description In Hyliz outside HYHZ ItoWa tt _Ise{�grg- 1 Wn.1am LVL Laminated Verrear Lumber 033312021 No Yes NIA- N/A 2 Panel]- PSL Perarel Strand Lumber 03131f1021 No Yea NIA MIA 3- Timher-Shard LSL Left*. tlMend Wmhar amiam1 No Yes N(A- WA 4 TJ Rl. Board Sbvsbrral'Composite Lumperar Oriented Strand GM112021 No Yes 141A ,. WA .. board lam Board 5 Weyerheeusm Rh Board Oriented Stand Bawd Run Board OW312o21 No Yes NIA WA Florida Department of Business & Professional Regulation Building Codes and.Standards Product Approval Application Detail papal art 1,13 2l linib or to .�L9 pat9Aendlnd pig 7vo.. version Manueuduror. CohtacE Endnaer&I_W6n0. ValliWodiay.. WIldstad supmirted FSC:A00- Ayim-d Bud-., R action 2020 ,Cant M "ISBah' RobertrNominen Jag Vat: Kn v)hh PE ,..,. n ate 9 A= 9212 09/26 0 020 010=020 1271 zD 1. "2 Appt Mad . category: Roofing' 0Dh-7 ta00}76fi-341.1 PE.50986 tB54)7T2-6224 .. 4twgategoy: A,"lt-Shingis ; mvneh> gar-rom . cempllarwe Method; Evaluation Report from a' Florlda R491steredA.rchitact are Ueensed Florida Protasagnal Eneinecr __ - _ Sedk -Product Model. Nuraber or Rome GtratavAsirraice Produet r7tucrlbtlpn COM44 Frets Onkjte An"Ovedfor Use Approved In HVHZ f for Use Innow C skin, oldie HYHi -Resfiatant loressurv, 1 GAFAsp1)Nk RoofSII%f a FAlerg-naint n:P034eb; lendnetad. 5•taband 12116fd022- ... No Yes NTA KJA - Mpkidge ..Phan shingles - Florida Deparbnetrt of Business & Professional Regulation Paged of 1 Building Codes and Standards Wrw Product. Approval Application Detail Code )°nGly_4[ - P31@ a4 Data PAridno Dade- Ty version M-Aegpmr. Co'ntact. Ernarneef 6.Uperno Validated th. V gd t d SubmitteE Fac U.nnh st Ap.ffiavea Rerieion 2020 Lomn. Kpbina:wiey Jorn-L Buckner, P.E.: Steven: M. Ihic11 PEE. 4V=020 1112312020 11729W20' dirtg FBC Ayr , Cats ,: ' n 5Di S&38t63 PE-31 2 1 31f-8454. :. gory Rapp g ( ) 2-0 (T 73 SuhCWwrr_ Reorng Accessarlesthat ,afaan. kieileyelonanco.com OualitVAssumnce Approved for Use Aborovad for Use Impact pistain Product Mudd Kum er or Nam P)pdUal aasarwrmn. canine ratio, pat outside, HVHZ asegrE � �x InNVH2 a E@�slaa t 1 Daek-Air? DA- .,7RI-1I3uilt lbv& Alr DA-4 Lw P1DNe Polypropylisrar astir Roof Vent 12PORZ25 No Yes No 47:5t-07.5 Madlanicagy Attached to plywood Deck: Florida Do rtment of Business & Professional Regulation pA es n eg Budding Codes and Standards Product Approval Application Detail page 1 1 ag nr 141=21 Code linilb car 9d, .20 at, Pending D3a _e lY2e Version Manufacturer Ct da C - airier & License VaNiazed EW Validated EEat 1 F BC Acbr09a1 ro a Status Revsion 2U20 AIPne SwartLes-le ICC Eel don SMcLLC Wilim M.R hied . PE 1Op12020 - - 102220 1020 111500 ApprBed Categufy;Skutmel Components (321)710.3377- - {4(?)5814917 8ukCega y: Truss genes sleMa�>jeledw:com CpOyliarloe Method: Eoduanon Report hem e ProWot Evaluation Entity - P 889AfiTYhh'nmr4ts __ -� - - - Ouefty area :- Aoora Arsiv four YhVMZ Us, Annruuadfin Use l B9� Seale Priori Model NUmbaar.Name Product EbseNOUon Contract Exdratlon Date l0NVH2 outside HVHZ a rt .astir Ply 1 ITW WGONipinei Higher Strength (H &emp;,$) Metal Commtar Plate 17J314=4 Yea Yes NIA MA 2 Hinge Pieta Me"] cormeatar Plate l Va12024' Yes Yes 416 WA 3 rrW kGAAi01he MI. Metal-chmarta Paje 12131=24 Yes Yes NTA MIA 4 ITWHCGIAlpinaWav Metal'comector Plate 12/31 rA 4 Yes, Yap k1A MIA Florida Department of Business & Professional' Regulation Page l all Building Codes and Standards 1drv21 Product Approval Application Detail Florida Department of Business & Professional Regulation raga l oft Building Codas 'and Standards il6YU11 Product Approval Application Detail ;OA :emlty or WIN, gift DMe Pendlm >w_-. Bras 1(pralon Man focturer � Ennl arB Wcema CPMac1 ay VaUdmad. ay at §y¢{pi f6d FBCAdorovol Validated BeIDBxgg 02fia,. RW.1.n 2020 TAMKC Building Products. LLC . ... Kam Eden Roben Nleminen :John W. Kniazoich.PE 1W412020 ow29I202D 10AWg20 12l&W20 Approved CMegOry; Roofing 417 R 4-56" S5018 ( 3 24 4$ R 8 'f954 7 6224 ) 72• $UbCateporyn. Underlayments' kam_ed-&-konam Compllance.Method evskiaOcn Report front a. Florida Registered Arrhftector. Licensed Florlda x 1ft29 ' Hlfr8r7udFs. Profesal-ed Engineer - AM rroductModel. #Amberorttame Product descrtoiton. O,rattvAssuraue. Contract Wiragm Daze. Awroved for Use. Approved for Use In HVKZ Outside HVHZ Impact Dealon Re*twA Pis ure r TAMKO Rol' Umka kyments(HVFQ) Roofundedaymr+nslaruse h FBC HVW 10I18=1 Yea No WA WA jewadctians. 2 TAMKU Roof UmN laymdts.(NON44VHZ) Raofurcielaymertstor use In FBC non-l-IM lWis2021 No Yes NAA NIA jurisoieHans. Florida Department of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Code farm w 1}rgt Version Manufae(uier contact Endneer& License validated ew ReMsion a t Romm 2020 oat 9 Anderson Retain IAPMO uniform Ev0luagan .. G W. Ikar Wa 05) Category: Roofing (801)380 kU9f 99IWcestLC; (205)654-01G0:. SuliCategary: Roofing Tilsit Rd)lnAnde;sonQbcr-al.co Caripul6ce, Method: Eveludlm Ripon iroma m Product EMI -Hon Entity " CtuallN Ass 8�p product Modal::Number w Name [deduct DAscrtofron, Contract Exelareno 10.. Sax.on-515eke SWp, Country -Sat Htoltl English y . ,. State. Sp Er1M :Pradle- inter, CO: FIN qa ...... 12131f2D20 Thatch Bain P �,p lim. act - - 17 Saxe NO shake& Split aka nY amD p 8A P ll-Stockt CA Fiat ro. b on 1 21342029 18 Saxony 600-State. Shako B:annp: Spot Shake Flat Profile - Riako. CA 1213IQ020 19 Saxony 700- Shake, Slate 4"Mia; Sold Shake Flat Profile Stockton, GA 12131QOD 20 :Sexony700- Snake. Siate,&emu. Sph Shake F7et Profile-Riako, GA i27312020 27 Una, yBameima I-r0 Prole -Katy, T% 1W12020. 28 -iAlla. L-landre Katy: TX IMIQ0241 Pagel 0!8 rin2021 Data 291 Data Romania sat e Validated FBCAdpro d A:ot> Status 11103)2020 11IM020 1'1 OW020 Bed _ ApPr. 40A for U36 �D 8 edr« use �2gr8: i!!]paSi � t> DutsldA HVHZ No Yee Resistant MIPIA u No Yee MIA NIA, No Yes NfA WA NO Yea. NIA NIA r o Yes M A WA No Yes N/A NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pages off 1m2 2i Cd8 -1 raft&E Dot.. 12d, Data Pandinb asks IYEZ Wral- Mu€ad rar Emkrma1.1cne Validated By Validated Submitd also Aoaai rd qua Stan - C daco'c"ate Produbtslno: ReNrdm 2020 mxnm Revision , Retort Girls Samuel A. JdmN A mantra 12n67Y)ZO 12n 6/2020 Greenberg q - 122912020 tin fBC. g. Appr1 CatomwstrudmatcrenponeMs (813)6593 o? 'PE-34245 (352)588-5311 EvIoCaagarr• Products lntroduaed"Os a Result or precasrgater@yatwo,aan Nra Tech rabgy Cmrpilanea lffiekhratl: Evaluation Ripon ham a Flonda ReglsteredArdlaeetefa Licensed Florida Professional Engineer i �t #t7r4,NGProd(t°s. . •. „r - g1ta0M ikasuc,,* Aporavadforusy Apmnvedfor Use , inroad 0,510,. 9gg,$ Product MW ANumber Of Name product Description Contrast Etoinglon out. In HVHZ outside.HVMi. Rniftiant, Presyre� 1:. Q"Ilty Precast or Commercial ConcrOM, Products Precaat:anp Fresbessed Cono0te LIM.[%' 051252024 No Yes NIA TWA Q) Q) to a CB > U W L O � O V C W ^, W OaL Co U I -0 V! -0 L O ICU O U_ 4- O CU > .Cn '0 L \V .0 /�/�� V/ Fi 0 -OW-0 CIO U) 1=f W (D f) V ICU iL CDL A.-i < C/) 0 ''W^^ V/ V m m W z z J SHEET NO. PA 1.1 (3) CL Simpson Strong -Tie 2020 FBC Approved Products For direct links to all SST approvals listed below, CLICK HER Updated 1203/2020 SlImpson Strong -Tie 2020 F5C Approved Products For direct links to all 8ST approvals fisted betow, CLICK HVR Upd4ted 12/3M,020 Simpson Strong -Tie 2020 FBC Approved Products For direct llt*6 toal]ISSTapproivals Usted "low; CLICK HER Updated 121M020 Simpson Strong -Tie 2020 FBC Approved Products For dk�t inks taa[I SSTapprovals listed below: CLICK HERE Updated 12r"2020 0 CL 6 2 latewid, Produ , pprovalSystern and Marml-Dads County Notice or AcrepWca (NOA), gUCK HERE. For additional Information regarding FlorldoStaiewldeProOuct Approv*2t!tern and Marnt-Drade Countyl,lotloe ofAooepbance (NOA), CLICK HER ru�wu.L-�B,IlnfOFmationrLgZirfgF[WdEi's8ta;ewIdeProdictApprov#l,,9ystem,andMaM-DadeCMntyt4otiaeofA=OptaLco(NOA).ZLCKliERE- For additional Information re olApproval f3yalern and Marni-Dade, Caunty Notice orArceptance'(NPA), FL#2355 FL#10446-RS FLIM0456- 11 HUS, HUSC series hangers Face -mount hangers available In Widths ranging from 1-50to 3- , -co C/) 911 6" and heights ranging from 4.5116"to 11". Concealed flange Sock Product Model, NUM bar or Name Product Description Seo # Product Model. Number or Name Sea i� Product Model, Number or Name Product Descr]U= version (H USC) available for models having width equal to or 0 1 Titan Starinless Steel Concrete & Masonry Screw (TTN-SS) 114" diameter Titan stainless steel masonry screw 1 A21, A23, A33, A84, A35, A44 Angles I ST, BTB, BfH Briok-tIes greater than 3-9116". 2 2 APA21, APA4, APA6. APVA21, APVA4, L APVA8 Outdoor Accents Angles OMST12. CMST14, CMSTCI 6 'Coilled Straps 12 IUS series hangers Fac&mount hangers available in Wdtha ranging from 1-718'to 3. 0 o- c 8 AP844, APB I 44R, APVB66, AP1366R, APW APB88R, APBIQ10, APS1 010R, APV844. Outdoor Accents Post Bases 3 CS1 4, CS1 6CS1 8. Q820, CS� Coiled Straps lifB" and heights ranging from 9-1/4" to 16'. 0 LL 4 APDJT2r4, APDJT2R-4� APDJTI-6, APDJT2R-01 APVDJT2-4,LAPVlDJT2R-4, APVL)JT2-6, Outdoor Accents Deck Joist Ties 6 CTS218 Compressionfrension Strap 14 LU24, UU26, LU28, LU210 Face -mount hangers CU 0 > Sea # Product Modal, Number grName Product Description APVDJT2R-8 a DSP, SSP, Tap Stud to Plate be 15 LUC26Z, LUC21OZ Face -mount hangers V) E 0 1 SD`IOI12DBB Outdoor Accents Connector Screw 6 APHH4S, APHH46R, APHH61Q APHH61OR Outdoor Accents Heavy Hanger 7 HI, H10A, R2,6A, H$i H6, HIZ, H16, H166, HIS-2, H16-25 HuTricansTies IS LUS series hangers Face�mount hangers avaitable in widths ranging from 1-911V'to 4- (3) 2 2L 539112, SD9211,SDIO112, SDIO212L S*ong-Drive SID Connector Screw 6 APL4, API-6, APT4, APTS, APVL4, AP�", APVT4, APVTS Outdoor Accents L and T Beam -to -Column Ties Z HGT-2, HGT-S, HGT-4 Heavy Ginder Tiedawri M" and heights ranging from &'to 10-15t18", :3 S[391125-58, SD9212SS Strong-Duve, SD Conn actor SS Screw 7 APLH24, APLH24R, APU126..APLH26R,. APLH210i APLH21 OR Outdoor Accents Light Hangers 9- HS24 HurricareTie 17 MGU3.eZ$D$. MGV5.25-80S, f1AGIJ5.60-SD5, MGL)5.02-SDS, MGU7.1QO-SD$ Faqe�mount hangers cuu) 4 SDCF22434, SDCF2251Z SDCF22014,SDCF22701). SDOF22858,LSDCF221014, Sirong-Drive SDCPTimber-CF Screw 8 13VLZ Brick Veneer Ledger Connector 10 HSS2-51)$15HS$2-,2rSI)S1 HSS2_3- L $D83z, 11884-S083 14eavy Stud Shoe 18 MIU series hangers Face-rhount hangers available in widths ranging from 1-9/1 6'tc 5. CO SDCF221134, SDCF221334, SDCF27195,8SIDCF272356 CBT2Z; CBT4Z Concealed Beam Tes 11 HST2. HST�. HST5, HSTO Stmightst"aps 118" arid heights ranging from 6-15MV'to 5L SDCP22434, SDCP22512, SDCP22614, SDCP227I)O, SDCP22858, SDCP22912, Strong-Driva SDCPTirnber-CP Screw 10 CJT3Z,:CJT4Z, CJT5Z, ciraz Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28,, HT330. HTS30C Heavy Twat Strap 19 MUS26: MUS28 Fare -mount hang orsi 'DCP22"I",Sl)CP2"1"r, SDCR271400 11 DJT14 Deck Joist Tie 13 HTSQ1 5KTZ, HTS02QKTZ HeavyTwstStrap 21) SUR. SUL. SURC, SULCseries hangers Skewed face -mount hangers available in widths ranging trdrn I - 6 SDHR274OQ1 SDHR27614 , SDHR31400, SDHR31614 Strong -Drive SIDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9/16" to 3-9/1 S"and heights ranging from 3-1 M 6'tD 13-14'. 7 SDS25112; SD825134, SDS25200, SDS25212, SDS25300, SDS21_1;S1 2, SDS2541'2. Strong-Drive,SDS Heavy -Duty Connector Screw 13 FC41; FC6 Framing Clips 15 LSTA9. LSTAI.2, LISTA15, LSTA18, LSTA21, LSTA24,,LSTA30, LSTA36 StroightStreips Concealed flange version (SURC, SULG) eVailableLfar all double SIDS28500i SDS25600,SIDS258110 14 FWANZ Foundaton Wall Angles 18 ILSTI49, LST173 StraightStraps 2X and 4X models; on ly aoute flange is concealed. 8 SDS25112SS, SDS252OOSS, SOS25212SS, SOS2530DSS: SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GAI: GA2 GussetAnges 17 L7B20, LTB40 Bridging 21 U series hangers Face -mount hangers avaiiable in Widths rangingfrom 1-9/16"to 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floormto-Floor Screw 10 H2A,,H2.L5T, HS, H1 OA-2, H1 OS, H1 4, HGA1 0 HurricaneTles is LTS12, LTS16, LTS18, Lrazb L&TvvistStrap 6"and heights ranging from 2-5/8"to 17 18 HCJTZ HH4, HH6 Heavy Concealed Joist Tie Header Hangers 19 20 MOT MST27, MM7, MST48. MST60, MST72 Medium Girder Tieclown Straight Straps FL*IODG7-RB 19 KBSiZ Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTAT6; IVISTAIS, MSTA21, MSTA24, MSTA3d, MSTA36, MSTA49 Straight Straps FL*10667-116 Sea it Product Model. Numberor Name Product Description 21 LCE4 Post Cap 23 MST048eSMSTCSSB3 PreBent Straps §,pL# Prod uct Model, Nu in bar or Name Product Desc I ATR318, AT R112, ATRU8, ATR314 Threaded Rods 22 LS30, LS50, LS0, LS90 SkewableAngk�s 24 MST126, MST136. IMSTI48, wrw, ivisn72 Straight Straps I BA series hangers Top flange hangers available in Wdths ranging from 1 -9/18" to 7- 2 ATUD5, ATUDS-2, ATUIJ9, ATUD9-2, ATUD9-3, ATUD1 4. ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, M7818, MTS18, MTS20, MT824C, MTS-W, MTS30C Medium Twist Strap lff' and heights ranging from 7-111Yto 50'. Z SP3/8-,2, BPV2. BPI/2-3, BP516-2BPW", BP314BP3/4-3, BPRTUD,3-4 Bean , ng Plates 24 LSSJ26LZ, LSSJ26RZ, LSSJ25LZ, LSSJ28RZ, LSSJ210LZ, L5SJ2I ORZ Field Adjustable Jack Hanger 20 NCA2x10-12, NCA2xl2-12,, NCA2x8416, NCA200-116, NCA2xt2-10 Bridging 2 DGBF series hangers Top flange hangers available in Widths ranging from 3-6/6"Itc, 7- 4 CNW31& CNW111 CNM,18. CNW$14, CNW,5/8-1/2,.0NWW4-5/8 Coupler -Nuts 25 LSSR'L.81, LSSR2.1, LSSR2,57. LSSR2.56: LSSR210-Z LSSR410 Field Adjustable Slopeablef8kevvable Hanger 27 RCVV812, RCWB14 Wall Bracing IM" and heights ranging from 9-14'to 24'. 5 CTUDS6, CTUD65. CTUD66, CTUD76, CTUD76, CTUD77, CTUD87, CTUD88. CTUD97. Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RPS22, RPW8 Repair Plate $trap 3 DGF series hangers Top flange hangertavailable in widths ranging from 1 -1 Zito $- CTUE)gS, CTUDW 27 ML23Z, ML24Z, MI-282, ML2SZ, ML21OZ Angles 29 RSPA Stud to Plate Connector 518" and heights ranging from 7-114!'to 24', 6 143N4. N5, ING Heavy Hex Nuts 28 MMH8 Roof Tie -Dam 30 SPI. SP2, SP4, SPS, SPO SWd Plate Tie 4 DGHF series hangers Top flange hangers availablek in Wdths ranging from 1-314�? to 3- 7 RTUD3, RTUD313, RTUD4, RTUD4B, RTUD5: RTUO6, RTUD7, RTUD8 Raitcheting Taike-U p Device 29 MMHC Hinged Roof Connector 31 SPH4, SPHO, SPHa Heavy Stud Plate Tip 518" and heights rang ing from 9-1 Wto 24'- 8 TU DO, TUID 10 Take -Up Device 30 MMLU26, MMLU26-2, MMLU28, MMLU28-2, MMLU210, MMLU1211, MMLU[39, MMLU1311 Face -Mount Hangers 32 SS1.5. SSZ�, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EGO series hangers Top flange hangers available in widths ranging from 5.114" to 8- 9 TUW38 Take-UpWasher 31 RBC. RBCP Roof Boundary Clips 33 ST9,;ST1,2. ST10, ST22, ST?9Z ST2122,. ST2115. ST2215. STfi:215, ST6224, ST6236 StrpightStraps 7/8" and heights ranging from 1 1-to 32-1/2' 10 URS3 WS" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie-PQ- M TB2O, T627, T830, TB38, TB42, T[341!i7854, TBWTBSO Tensionr Bridging 6 EGO'series hangers Top fign e haingem available in Wdtha ranghg from 3-5/8"to 7- i I URS4 1J2'.Upl1ft Rod Run Tiedown System 33 RTC227, RTC4Z RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TWBA2, TWB14 Wall Bracing 1/4" and heights ranging from 11-114!'to 32". 12 URS6 518" Uplift Rod Run Tiadown System 34 STC, STCT, DTC, HTC4 Truss Clips 36 VGT, VGTR,LVGTL Variable Pitch Girder Tledam 7 GLS series hangers Saddler. hangers available in widths ranging from 3-1/4" to 6-7191 13 URSO 314" Uplift Rod Run Tiedown System 55 TJC$,7, TJC57 TrussJackClips 37 WBI 60. W81 08C, WS1 20, WBi 260, W8143C 'Wall Bracing and heights ranging from 8-1/2" to 28" 36 Z2, Z4, Z44 Panel SWener Clips 8 GLTV series hanglers Top flange hangers available in Widths ranging from 3-141c, 7- FL#10441-R6 0 HB set" hangers Top flange hangers available in Wdth5 ranging from 1-9116"to 7- Seg 9 Product Model, Nuntilleror Name Product Description §Iql Product Model. Numberw Naring Piroduot Description 10 HGLS series hangers Saddle hangers available in widths ranging from E,114" to S-7/8" 1 IDTT2 Hold-down Sag # Product Model, N uni bar or Name Product Description I CaH2;37x5.,5, CBH2.S7x7,63, CBH2_37x9.75 Concealed hangers and heights ranging from 10-1 12'to 26'. 2 HI)CIO14, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector -2 DU, DHU, DHUTF series hangenz Face-maunt (DU, DHU) and tol)-flarloa(I)HUTIF) hangers 11 HGLT semes hangers Top flange hangers available in widths ranging from 3-114!'to 5- 3 HDQ8, HHDQ11. HHDO14 Hold-down 2 DSC2R-SDS3, DSC2L-,SDSS, DSC5R-SDS3, DSC5L-SDS3 Drag Strut Connectors avaii Widtfit ranging from 1-9/18" to 3-9118" and heights 718" and heights ranging from 7-1 12'to 32'. 4 HDUZ HD.U4, HDU5, HDU8, HDU11. HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9.118"to 23-115116". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114:'to 7- 5 HPA28, HPA35 Siralp-style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Cornet Plate. 3 HGU3.63-SQ$; HGU5,25-SQS, HGU5,50-$DS, HOU5.,62-SOS, HGU7,00-SDS, HrU7.25- Face-mownt hangers 118" and heights ranging from 14" to 33", 6 IUSTHD8, I_STHIDI�RJ Strap-stylp nold-down 5 HHRC2.2, HHRC42, HHRC42�2. HHRC4/1.81. HHRC44, HHRC52- 513.25, HHRC5.3713.12, Heavy Hip to Rfdg6 Connectors SD$, HGU9.00-SE)S 13 HIT series hangers Top flange hangers available in widths ranging from 2-5116'to 3- 7 MASA,MASAP Foundation anchor stralp HHRC86 4 HGUS series hangers Face -mount hangers available in wdths ram ging from 1-518" to 7- 9118" and heights rangingfrom 18'! to 2e. 8 MPA132, MPA144 Strop -style purlin anchor 6 HRCI.81, HIRC22 Hip Ridge Con nector 318" end heights ranging from 5-VIVto 12-718". 14 HUSTF series hangers Top flangejoist hangers availabletin Widths ranging from 3-1/8"to 9 PA18, PA23. PA28, PA35; PA51, PA68 Strotp-style gurlin anchor 7 LRU26, LRU28. LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS� HHGU5.62-SDS, HHGU7.00-SDS, HHGU7.25-SDS, Fraca�mount hangers 3-911 Wand heights ranging from 5-3/8" to 13-116", 10 PAI18. FAI23, PA128, PA135 Straid-slyle purlin anchor 8 LSU26, LSSU28. LSSLJ210 Light Slopeable]Skewable U Hanger HHGU9,QQ-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in vvidths ranging from 1-9116"to 5- lyle hold-down 9 TBE4. TBE6 Truss Bearing Enhancer 6, HHUS2e.2, HHUS28-2, H HUS210-2, HHUS46, HHUS48, HHUS41 0, H 14U85.5011 O F ce-mount hangers V2" and heights ranging from 317116" to 1Y. Concealed flange 12 STHD1 4, STHDtI 4RJ1 Stra"tyle hold-down 10 TC24:TC26, TC28 TrussClip, H H UST2_Vl 0 version HUCTF) available for all models, having width equal to or 11 THAN, THA213'L THA218 THIA2113.2, THA222-2, THA413� THA41 8, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, H$URC, HSULC series hangers Skewed face -mount hangers available in Widths ranging from 3- greater than 2-9116". THAC422, THA426. T 114�-2, THA428�2 118" to 5-118" and heights ranging from 4-3/4'to 15-WO_ IS HVVP series hangers Top flange hangers available in widths ranqing from I -9/16"Ito 7- 12 THA11.8V2, THAl2.0 1 6122, THAl2.1122, THA1222, THA1322, THAJ3522, THA1422 Adjustable Truss Hanger Sized for I -Joists Concealoct flange version (HSURC, HSULC) available for all 118" and heights ranging from 5-516'to 28'. 13 THAL422, THAR422 Skewed Trus, Hanger double 2X and 4)Cmodels; only adults, flange is concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from 1 -0/1 V'ta 7- 14 THJA28, LTHJA20. LTHMA Multiple Truss Hangers 8 HTU26� HTU28, HTU210, HTUIS-2, HTWS-2, HTU210m2 Face -mount hangers 1/2" 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 inwiciths ranging from 1-9/1 6"to 7- 16 ITS series hangers Top flange hangers available in widths ranging from 1 -9/1 V'to 3- 10 TSBR2-24 Truss Spacer -Restraint ItZ' and heights ranging from 2-7ff'tol 9-14'. Concealed flange and heights ranging from 17 VPA2, VPA25, VPA3, VPA85, VPA4 Variable Pitch Connectors version (HUC) availableforall models having Width equalto or 19 JB series hangers Top flange hangers available in width of 1-9116"and heights 18 VrCR Valley Truss Clip greater then 2-9116". ranging from 5-31$` to 7-114". 10 HUCO1.8119-SIDS. HUC01.81111-SOS, HUCQ210-2-SOS, HUCO210-"DSI HUC05,10- Face -mount hangers 20 JRA series hangers Top flange hangers available in width of 1-9116" and heights Simpson Strong -Tie W20 FBC Approved Products Updated 12130f420 Simpson Strong -Tie 2D20 FBC Approved Products Updated 12/NM20 Simpson Strong -Tie 2020 F8C Approved Products Updated 12rA'2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 126012020 For direct Inks to ell SSTapproy*s listed belavCLICK HERE For cke*t Inks to ell SSTa pprovals listed below, CLICK HER For direct links to all approvals listed belixy. CLICK HERE C= tova a listed beloru, CLICK HERE For dract links to all SST app, I For, additional information leaArding FlQridla�s Statewide tmduct Approval System and MArri-Dade County Notice of Aocaptanco CNOA�, QJQL=, For additional Information regarding Florcla!s Statewide Product,Approval system and Marni-Dade County Notice of Acceptance �NOA), gjjre�. For additional Information regarding FlordeeiStatowide Pr0ugtApprovat-System and Nignii-Dade CcuntyNctioo ofAureptanm(NOA). CLICK HER For additional information regarding I`Wda�5 Statewide Product Approval System and Mirni-Dade County Notice cfA=epxance (NOA), gUQ&bfM. 21 LB series hangers Top flange hangers available inwidth of 1 -911 (Y'and heights FL#1 1468-R-5 18 S(LBVI.�6, SILBVI.,81, SILSV2,06, SfL8V2.8T,5/LBVZ56, SILSV2.138, SILW3,112, Top FlangaJoist Hangers 5 SET-,XP Adhesive Anchor for concrete 6 S;trong-Soli:2 (ST132, STB24SS, STB2-6SS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon 22 L13AZ series hangers Top flange hangers available in Wdth of 1 -9/1 IT'and heights Segill Product Model. Number or Natne ProdUot Description 19 SfLTT20, SIDT7172Z, SW1 4, HTT4, H TT5 Holdowns steel and Types 304 and 316 stainless steel ranging frorrig-9/16" to 13-1/8". 1 HHUS,210-3, HHUS210-4 Joist Hanger M SIMSTSO, SIMST72 Straps 116 mil (10 ga) 7 Titan HD (THID-H, THD-HMG, TH13-1-1148S, THID-HOSS, THID-CS, THD-CSS8 S) Titan HD Heavy Duty ScrewAncharfor concrete and masonry 23 LEGS, LEG6, LEW series hangers Top'flange hangers avaii In widths ranging from 3-14'to 0- 2 HRS6, HRS8, HR812 Strap Ties �I SP4, SP6 SW d Plate Ties avallable With hex head In carbon steet and Types 304 and 316 7/8"and het" ranging from 9" to 33-112'. 3 HUCQ�rI0-2-SDS, HUCQ210-3,SDS, HUCC010-SIDS Joist Hanger 22 SSP, DSP, TSP SWd Iol.taTies stainlesesteel, orNvith countersunk head in carbonstoell and 24 MEG5, MEG7 series hangers Top flange hangers available in wictims ranging from 5-1 A!'tc, 0- 4 THG82. THG83, THGBI12, THGSH3, THGBH4 Joist Hanger 23 STC,DTC Truss Clip Type 316 stainless steel 718" and heighfs ranging from 9" to 32-ItZ'. 5 THG42�SDS3, THG03-Sr)S4;5, THGOI-12-SIDS3, THGOH3-SDS4;5, THGQH4-SDSO Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (THD37634RO, THD50934RC) Titan HO Th readed Rod.Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1 -9116"to, 5- 6 THGW�-3, THGW.8-4, THOW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HID Threaded Rod Hanger (THDB25158RH, THIDE�3715SRH, TH037212RH, Titan HD Threaded Rod Hanger for concrete 26 PFi PFB, PFDB, PFD-5B series hangers Top flange hangers available in Width of 1-9/16'and heights 10 Wedge -All CNA) Wedge -All Anchor for masonry 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in Widths ranging from 1 -9116'to 7- Sea Product Model, Nu m bar or Name Product Descd= Sea # Product Model. N u m ber or Name Product Descd= FLMSM-RO 118" and heights ranging O-114'to 32". 1 DETAL,20 Double Embedded Truss Archor 1 QCQVI�,62�50SHDal CCQM4_82-SDSHDG, CCQM5,5Q-SDSHQG, CQ.TQM3.62-SDSG, Masonry Pier Caps 2 FGT R; FGTRKL, FGTRHR Girder Retrofit Anchor CCT QM4,02-SOSG, CCTQMS-50-SDSG, CCO(tlM5.82-SDSG: CCCQM4.62-SDSG, Sao # Product Model. Number or Name Product Description 3 HIS, H18S. H16-2, HIS2S HurricaneTie CCCQMQ,5O_SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhotive for concrete;or masonry FILM0860-115 4 HETA112, HETA16, HETA�O, HETA24, HETA40 Embedded Truss Anchor 2 ECCLOM3.62G-Kr. ECCLOM4.62G-KT, ECCLOM5.50G-Kr, ECQLLOMD3.62G-KT, Masonry Pier Caps 2 Er.HP ET -HP Epoxy Adhesive for masonry 5 HETAL12, HETAL16, HLTAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT, ECCLL0MD,5.5OG-KT. E0CLRQ=3X2G-KT, ECCLRQMD4Z2G� 3 SET_XP SET-XP High-Stranp Epoxy Adhesive for rnasonryL Sea III Produgi Modal, Numberor Name Product Descrintion 6 HGAMID, HMO Masonry retrofit Connectors KT, ECCLRQMD5.50G-Kr 4 Strong -Bolt 2 (ST82) Sbrong-Boll:2VVedge Anchor for masonry I ABA44, ABA441RjABA46, ABA46R, ABAO(�. ABASSR Adjustable Post Base 7 HHETA16, HHETA20: HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUMS.25, HOUM5.60, HGUM7.00, 1,131-1147,25, HGUM9.DO Heavy Masonry Hangers 5 Titen 2 (TTN2) Then 2 Screw Anchor for Concrete 2 ABU 44i ABU 44R, ABU46, ABU461R. A81.15-5. ABU5.6, ABU65, ABU65, ABU66R, ABU88, Adjustable Post Base 8 LGT2. LGT3-SOS2.5, l_GT4.SDS3 Girder Tiedown 4 LGUM20-2, LGUM26-3., LGUW64, LGUM28.2, LGUM2$3. LGUM28-4. LGUM21C�2, Masonry Beam Hangers 6 Titan HID (THD-H4SS, THD-H6SS. THO-CSGSS) Then HD Heavy -Duty Screw Anchor for concrete available in 304 3 ASW44Z, ASW�4RZ, A8W46Z, ABW46RZ, ABWWZ, ABW68RZ, ASW7-7 Adjustable Post Base 10 META12. META16, M5TA18,META2O, META24, META40 Embedded Truss Anchor 5 MBHA3A 219.M, MBHA3.1'2111.2-5, MBHAS.56fT'�5, MBHA3.56jQ.,25. mBHA3.56fl 1-25, MasonryTop Flange Beam Hangers countersunk head. 4 A04, AC4R; ACE4, ACO, ACOR,PtEO Post Cap I I MSTAM24, MSTAM36, MSTCM40, MSTCMOO Step Tie for Maso nry MBHA&56/11.88. M13HA3.,56114, MBHA3,5Sfl6, MBHA3.50118, MBHA5I5W.25, 7, Titen Turbo (TNT) Then Turbo Screw Anchor for concrete or masonry 0 U3L5&J1,aS, W2 ranging from 3-518," to 7-1/2" MBHU5,50/16, MBHU5.50118 Sea Product Modal. Number or Name Prod uct Oeso rlotlon C_ 9 CCQ-SD$2.5. E =SQ$2, 5 Series Screvveid column cap�L with W1 ranging from 3-1 Wto, 0-1/2'and Sao # Product Modal, NLum bar or Name Product Dose I'PtIon I X34B1 X1 S1 016, X11 8101 64K X01 S1 018, XQ1 8101 e4K WfO-1 8 Strong -Drive X Metal Sialf-Drilling, Tappring Screws with 4M W2 ranging from 3-&W to 7-112" 1 DTTiZ Deck Tension Tie Drill point 10 CPT44Z, CPTW, CPT88Z Concealed Post Tie Base 2 HD12, HDI9 Bolted Holdqwns FL#13976-RS 2 XLQ1 I 4T1 224, XLQ1 1491224;2K V 2�24 Stro ng-Drive XL Large -Head Metal Sislf-Dfilling, Ta pping 11 EPB44A, EPW, EP54e, EPWO Em1bedded Post Base 3 HDZB� HD5B, HD7B. HDOB Bated Hokoms Screws with #5 Drill Point and Large Diameter Hex Viasher Head 12 EPS47 Embedded Post Base 4 HTT4, HTTS, HTT5-314 Tension Ties Sect Product Model, Number or Name Product Description 3 XMQi 14SI224, XMQ1I i 491224-2K 412-24 Strong -Drive XM Medium -Head Metal Salf-Drilling, > 13 LCB44LQB66 Embedded Column Base 5 LTT1.2. LTT20B. LTT131 Light Tons [on Ties I SDW223= $DW22338, SDW22438,,SDW2245�i,SDW2260Q. SIDW22POO, SOW22638., Stpong-DrlveE�DW` EWP-PLY and TRUSS -PLY Screvvil Tapping Screws with #5 Drill Point and Medium Diameter Hex 15 MPI3447,,MPBSSZ, MPB89Z Moment Post Base 2 SDWC1 5450. SDWC1 $000 Sirong-DTive SDWC TRUSS Screw Drill Point 18 PW, P844R, P846, PB66, P866R Embeddel Post Base FILM 3628-RO 3 SDWH�930006, S0WH19400D0,,SDWH1O0OOD8, SIDWI-1198000B, SIDWHIOMODB Sirong-Drive SDWH TIMBERHEXSoTevj 6 XUS4S1 016: ;�U34W C1 6-51K #10-16 Strong -Drive XU Metal Self D rilling, Tapping Screws with IT PBS44A, I PBS481 P8866 Embedded Post Base 4 SDWH27400G, SDWH278OOG!,9DVVH270OOG, SOWI-1271000G, SI�VVH271200G Strong -Drive SIDWH TI MBER-H EX H DO Screw #1 Drill Point 18 PBV6,PBVI0 1 Round Post Base Sea# I Product Model, Numberor Name S[351&�4, SB71&24,,9Blx3O Product Description SB Anchor Bolts 5 a SDWS16212� SOWS16300, $DV L VSI 031'2.L,3DWSI 640Q_ SDW.-196OO,_SDVVS1 971Z, sbVvs22400,sDws22600,Sr)WS22512,8DWS22MO., Strong-Drivai SDWS FRAMING Screw Sirong-Dr4ve SOWS TIMBER Screw (Interior Grade) co 19 P044-1 SPC46-1 6; P048-164 PC64-1 6, P066-1 6r EPG44-1 6, EPC48-1 8, EPC 48-16, Post Cap 21 PPS44-4Z: PPR"�6Z Post Base 8 SDW822312DBB, SDWS2251,2DBE Outdoor Accents Structural Wood Screw I I)SSCB43-5; DSSCB46, DSSCI348, DSHS Bypass Framing Drift StrotLConnector 22 RPBZ Retrofit Post Base FL#13872-R4 SDW8273OQSS, SIDWS2740OSS, SDWS2760OSS, SDWSZ76OOSS, SDWS2780OSsi Stromg-Drive SDWS.TJMBER SS Screw 2 FG'843.5� FCB45.5. FCBIIT5FCB419.5, FCB411,5 Bypass Frgiming Fixed -Clip, Connector Tapping Seg # Product Model, Number or Name Product Description 10 $DMI3400 Strong -Drive SDV�? SOLE -TO -RIM Screw FPH.S034B1214, FPHSD3481214-5K Drilling, Screws L_ 0 F1.4101166- 1 CMST12j CMST14. CMSTCIB, CS14, M8, CS18CS20, OS22 Coiled Straps 11 M22 OutdoorAccents Hex-He6d Washer 4 LSFC2.25, LSFC4:25, LSFC&25, SFC2.25, SFC4,'25, SFC6.25 Steel Framing Con nectar sea # Product Model. Number or Name Product Description IMST1487 MSTISO, MST172, SIMST27, SIMST37, SIMST48 MSSC4.25KW, IVISSQ6,25KW I FJA, FSA Foundation Anchor 3 HTS161 HTS20, HTS24, HTS28, HTS30, HTSSOC HeavyTWatStraps FL#15363-R3 S RCKW3, RCKW5.5,,RCKW7.5, R0KW3S: RCKW6.6S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 I-STASO, LSTA36, LST149, LSTr73, MSTA9. MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 SIraps 43 mil (18 ga) 7 SC!343.5SCB45.5, SC647.5, SCB49.5, SCB411.5. IVISCS455, MSCB475 Bypass Framing Slide -Clip Connector I BSO ICU 9, GH61 O-�Hj 01-1510-8 6 I-SUBI-13,25, SIUBH3.2�, MSUBH325 Bficiging Connector I AS, T8. AS 18S5; AS I 16, ga. Truss Plates 9 SCM.25, SCW5,5 Head -of -Wall Slide -Clip Connector 4 GLE�5A, 01-135S, GLB5C, GLB51D, GLB7& GLE37B, GLB7C, OLB70 Glulam Bearing Plata 7 LTP5 Lateral Tie Plate 2 AS 20115 20,ga, High Strength Truss Plate 1U SX6.215. SJQ1 0.25, MSJC8.26, MSJCI 0.26 Steel Joist Connectors M 5 OLDT512, OBLTS12, OLDT518, GBLT616, GL13T52q, GBLT520 Olulam Bearing Plate 8 LTS12,LTSJ6,LTSJ8,LTS2Q Light Twist Straps 3, AS�20 20 ga. Truss Plate I I SS83,518 Bypass Framing Slide -Clip Stut Connector 6 HGLBA, HGI.B8, HGL5C,, HGLBD Heavy Glulam Bearing Plate 9 MSTASO, MSTA36, ST0215, ST6224, STS, ST12. S-1-18, ST22, MSTC28, M,9TC40, MSTC52 Staps 54 m1i (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH34131414, XLSW8131414 #14-14 Strong -Drive XLSH Shouldered Seff-Drihing, Tapping is 81BA2.12(8, S18A2,12/1[0, SMAZ12(12, SfEIA2.112114, VeA4.1616, SBA4.18110, Top Fla ngle�-Joist Hangers ggSLt Product Model. Number or Name Product Descaefi2a 14 $MIA HurricansTia 2 GAC; GDP, GDPM-�Qi GOPM-75,,GDPM. I00,,GDPS, GW"6O,LGW_75, OW-100, GTH Gas -actuated fasteners and assemblies < IS Sild D8S, VHDM, 8/1-11010S, S/HOIOB, S(HD1 59, StH01 5R Holdowns 3: PDPA. PDPA�K, PDPA-MG, PDPAT, PDIPAT-K, PINW, PNYVR PINWP-W, POPAWL, Pdwder-actuated fasteners. threaded studs, and assemblies 17 SfJCT, WHJCT Joist Hangers 4 SET-13G Ad negive Anchor for concrete SHEET NO. PA 1,2 . F