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HomeMy WebLinkAbout39935 Harmon Grove Ctr ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A. F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU orA.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Aitemate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Fig. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter 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 SO or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken *D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DIED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) 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) RE CID17]p E 0 - INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURALNOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 i PRODUCT APPROVAL NUMBERS I PA1.1 I PRODUCT APPROVAL NUMBERS I PA1.2PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES PLAN REVISIONS MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES DATE VERSION DESCRIPTION THIS DRAWING AND DESIGN IS VALID 08-20-1 5 1.0 NEW BASE PLAN FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR 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 UPDATES SEE FBCR (CURRENT VERSION) FOR COMPLETE 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 titleblock of these 08-27-19 4.1 ENG. REVIEW FOR 150—C MPH documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not 09-20-19 4.2 ADD 8'-8" ELEV. FOR TR EVESTA responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our 14 ix r4Office at (407) 880-2333 immediately. No backcharges will be 12-15-20 4.4 OVERHANG OVER SGD REV. TO 3- PER C.M. advaconsnced notification reimbursement an approval ovalby bDesigner/Engineer the D Designer/Engineer. ngiEngin without advanced notification and approval by the Designer/Engineer. P4 rS�Q,� Payments will be made in accordance to the terms of the agreement. 12-19-20 5.0 FBC 2020 CODE UPDATE Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no ALL WORK SHALL control i�11TH PREVAILING' IN�a control over the construction site and shall not be responsible in ®w 1 r '1 f. `-I , any manner for control of the construction site including, but not t -C`, RiC COO �, � � � limited to, scheduling and sequencing of work, jobsite safety, and NAr iC �€�L ` MA t 1 I � , � ventilation of the building and thereby shall not be responsible for AND THE CIT`/ f i V �ATthe indoor air quality, or the effects thereof, for any reason — ; M P - I whatsoever. The Designer/Architect and FOR has no duty to �'I TY I _- protect, without limitation, the residence, construction site, PLAN Eki�CV iiNER 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 CV N M 0 p,. L E l vk_ e`( NJ i too !' 78750 - w S1i TFz'd'F "•� r� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentiai 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N Q h v E co ,8 N � (1.4 J w Nm L J 0 - a° W Qai cn�r�o Lwa M ov LL a Y co U air 00 Z_ 00 F w N O W . . d a Z_ LLW IL N M Z 0' cn O C9 Q 0 rn U Z W ❑❑❑ M � Z N M o g z z o � M N z C9 2 LU OW o Lv N �N ,M1 r V � W J — % p v o Q 0 N (� CDC:,w J z C`> h p Z Q E =Z p 0 zo G N Q 0 Zm 0a ro 6 I- C �O E 0 XU a0 az so QU ° � wZ N d Lo cf)c ° Y m0 0, ZF _ c N N m>Z F' ZZ o¢ Z a0 w LL rn =k az =3 O d_ 03 v 0I< U) > u7 Orn m c9 � nL W O L0 > m N O O U O m 'R if ^1 C TWe CD t v ccoo 2 04 �± �-- T T� i. L.n CO 0')N cM T O M E c M o Z ra Z E O r° d E U Q p c JOB NO: 21-4269 SCALE : AS NOTED SHEET NO. C S IN 0 0 0 00 N TYP @ 1 STORY / A \ S3 OWNER'S SUITE 8'-0" CLG. CARPET 00 I Cv 17-8" S3 (3) 2x4 #2 SPF w/ JZR DTT2Z @ BASE 111 I I ~I M I 2:12 VAULTED CLG. FAMILY R M 9'-4" CLG. CARPET Co ' 5-SH L - - - - R&S ---- ° 6" DP: O --- BAD TIE t -f I -- W.I.C. 8'-0" CLG. MTa CARPET 7'-8" ' Ca Icc -� - �i�r-a 2668 HANSON ' BOX @ 36" A.F.F. DRYER VENT --- THRU ROOF -- I j 60"x36" SHOWER c°aa R.A.G. L T-10" L 7'-8" 4'-0" 11'-78" I I I I I I 6-10" Cv 4.7. I I i , I OPT. I o REF. l PATIO CAFE ---4 E:------------- - - - - -- - -- �- W F � bo VAULT. CLG. CARPET �' < C7 DWI 3 24 8 3 Cn ui O00i I i14 > U SINK w/ ISP 0 i 21'-2" { TILE �obPANT I00 Y w N iF1 -- 8'- ' U)w t FLAT L ,�,CAC PAD i I ----- LF-C O 5-SH 16" DEEP7777 111 111111111 - BUILDER TO �D PROVIDE W.H. `� APPLIANCE p PROTECTION WHEN REQUIRED PER FBC 2 CAR GARAGE 8'-0" CLG. `-EDGE OF SLAB 2" BEYOND WALL DK S3 I A I I / 1 I I/X NI uYQ�l L - - J R&S ----------- � 2668 8'-8" N 5- 4" 5068 B.F. BEDROOM 2 8'-0" CLG. CARPET 25-SH EGRESS O 10'-4" r A K S3 (3) 2x4 #2 SPF w/ DTT2Z @ BASE- 10'-1W in - - AT 7'_4' �ico 19 14'-6" BEDROOM 3 8'-0" CLG. CARPET 1 U-4;" 25-SH EGRESS O w m 00 0 FL----------- I I I I II I I I I I II I 0 I I o II I W I 0 I II X I 0 I I I II NOTE: FINISHED WALLS TO BE FLUSH. VERIFY IN FIELD. L----- ----- cc 9 S3 S3 I06 I 1 1 I t I I E$:1a I K TyP @ GARAGE S4 OPENING I 1 I I I 2668 r r 1 :NTRY 8'-0" CLG. R&S 7'-6" 4068 B.F.IF °t BEDROOM 4 rfi-8'-0" CLG. ~ CARPET ILE r C7 5'-3 0 I FIBERGLASS I SURROUND Ch 19'-6" o 'It Co in CV rn to w MOO `t- w TYP @ 1 STORY A S3 0 0 HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1 /2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 112" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required " VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX254 S.H. 13 20X38J 18 X 37 4 S.H. 14 20X50i 184X50 S.H. 15 20X63 18JX62J S.H. 16 20X72 18JX714 S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 11-13 271/4X38J 26x371 S.H. 11-14 27 50 26x50 S.H. i H5 27' X 63 26 X 62 1/2 S.H. 1H6 27 X72 26X711/2 S.H. 22 374X26 364X25112 S.H. 23 37 J X 38 i 36 4 X 37 3/4 S.H. 24 37 J X 50 J 36 4 X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37JJX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 z WIDE S.H. 32 54 X 26 52 1 X 25 4 S.H. 33 54 X 38 J 52 J X 371 S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 1 X 624 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. aTIE 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 R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" O +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 ( +26.6 / -29.1 OF +26.6 / -33.5 OG SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. �111101 TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "Al" (TRA) 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 20 TOTAL AREA 2372 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN - E L E V-� EXT FRAME 2 x 6 R-1KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/13-13 KRAFT FACED SCALE: %4"=1 r-Orr (GARAGE / LIVING) N O N CV CV CD`1�3{tEtS@1dOp♦ � V L �` '• . 750 • Nu F d �E 0 � • Li.f :�. A�>+, �� ' • � l�, n � � ' . t �� ova �3iltill S To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H a W Qo v E 00 o m r it O (V N 0 J v ® . o-2u_ in Co co � N N cn�-T,�a w a NoLL a Y Q C 6ri cn JLLiL a L 0 z _��_ 0o MOW W (2) rnrn Z IL IL Z N O N M a pV U�v0i Z W ❑�❑ O cN- � Mmeal a z 0 z Q a J r N z CD 0 4 (� w O w o N � y V. (a U c w m E t U o y Lv O N Q N' Y N O o oILL w M M Z w i z 4 ;z E O � U =o K o wj 2 Y� o z® oa f- @ N x0. ¢Q 00 O 0 wW L wo o ¢❑ (p VJ C _ c O� o m� O oFF >z �z z { op z g° N S U <p oz a 1MJ o O Vz¢ a= U3 O >Lo Om L � o Lid > N aUi Q Y ' O O m n�1 O T � o N00 VJ r C� _ T T Lo M N E CV c' Z M Z E O a U � Q p JOB NO: 21-4269 SCALE : AS NOTED SHEET NO. 1 0 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / Cn w MEDICINE o CABINET 00 � O~ O~ C) > CV > cocco MM KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET i TOILET PAPER HOLDER C CV FIN. FLR. KITCHEN 0 M 0 CV OPT. REF. O KITCHEN -� f C- ---I IF — - - �- - I Ili � i OWNER'S BATH NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD z SINGLE TOWEL BAR IN ROD TUB OR SHWR. TOWEL BAR N n W w ON BATHROOM WALL SHWR. O 0 VALVES w .o `1 00 = SOAP - CD 00 o DISH U r Lii O O _ o cfl i CM M O TUB BATHROOMS, SHOWERS AND TUBS CLOSETS/LAUNDRY O 00 9 r0 0 00 _T I- O M MIRROR OWNER'S BATH 0 F- INTERIOR ELEVATIONS 42" H UPPER CABINETS ---, 36" H UPPER CABINETS - 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED CABINETS - 0 ID COUNTER TOP-----, 30" H BASE 00 LL L a C° 0 2x r } L o0 FRAMING 1 /2" GYP �_'? BOARD - T FIN. FLR. 2x P.T. SHELVING CABINETS - ILE PLATE' ISLAND COUNTER SCALE: 1/2"=V-0" N N FIN. FLR. CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=V-0" 1 N O N N CV M 0 41,O�Z LLL+^A..��I dA "b d A ' CONo p_.�8' b� �r .-.p: ST' t E. z To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H W ®q v EE r, O O �+ N_ CoN J EWE Will 0 1,4 00 %/ it u, ui 3 1 3z mu- awl 0 _�;_ °0 7 N N d' O J 1 W Gc p) Q Q Q Z a N M Z of N O Z00 v W ❑❑❑ N M O 0 2 pOp Z O d Q � J V ! Z V C W 0 O ( j lJi U_ ® to _� 0 V�0 �Ln W p Cis 09 8 W J _ E tJ = L ci O U) Q 4m, .4 O C J W co co p z z Q � J Q E v0 w o o - wz ¢ ry z© on K O �¢ O 0< Na0 < w L r6 O Z 0 Y m 0 O 01 z N J U <� QW 'n oz �¢ zz 30 a <0 o w s� >° �I z< a '� O co L C LID � U O N Q Y o 0 C o (.0m � E r r = N � T T T O � -- E c M o Z C z E a m a U 16 Q p JOB NO: 21-4269 SCALE : AS NOTED SHEET NO. 2 fiLo� 12 5� HEEL 12 o 5 T.O.M. F4 HDR HGT. TEXTURED o CEMENTICIOUS 00 FINISH ON C.M.U. (TYP.) F.FL. — ------------------------------- 14'-0" RIDGE VENT 12 5� 12 :�5 ----� 3 TAB SHINGLES. ROOF =30 INSTALLED AS PER MANUF. SPECIFICATIONS ------------ ----- ------ — ------ — --- --- -- 1 1-0" 717�--— — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — FE] El El El 171 IF] FD El Eli it E FE] 1171 D [7] M 0 El M E] 0 FRONT ELEVATION - Al 12 �5 15'-0" RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS — T.O.M. HDR HGT. 6" FASCIA (TYP) TEXTURED _ CEMENTICIOUS 00 FINISH ON C.M.U. Zo (TYP.) -----------r r F.FL. LEFT ELEVATION - Al SCALE: 1 /4"=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. CV 0 CV CV fV M 0 �4s0 LSUVk aBli .- c C IV u ••.•tS'� psi +:��� °• `, co r10 E,73750 l/ ��. : wZ �• OF ,LATE 4�; i- t 4 A tom; 4 To the best of the Engines nowledge, info oration 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 tE to d �g (Ntom V O a J � U) N f�/7 i4 LL W H a rnr­r�? LL W a Q;Mv a Y J LL LL a. W 0 fi O ~ w '� N GO m 0 J I W (n I Z ILL . a N CO Z � N 0 U 0 � uVi z W E3❑0 N M o z�N E z o � _J N N (+I z 0 a O N E ,,, g c e� U W J E U o C U) • �m o w M o z � U_ ;z E E 0 o o �� z a Z© ❑a t— N CD E xo. K1U 2 00 0 Q W W CN @ to m� n3 U)C Z OY F O oLL zF ZO J m ¢w , z cn o< Z go a W cj <E p =k -, p a z3 a� xF c� io Will co V oa aF o3 L O O rn m 0 L � p Lo O m Q > O m r1%1 �— (D O 0') r T O 1 M M r E c M z Z E O 0- U Q 0 J JOB NO: 21-4269 SCALE : AS NOTED SHEET NO. 3.1 __nT_F T0RA - __[4_011 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 12 5� 15'-0" RIDGE VENT 12 12 �5 EXTENDED OVERHANG TO BE CENTERED ON DOOR 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 6'-0" _,____ T-10" REAR ELEVATION - Al 14'-0" RIDGE VENT SCALE: 1 /4"=1 r-0" 12 �5 T.O.M. - — -- -- ---- ---- — . - --r— — - —- -.10017 �- —�1-- - _ - e - - — r1r --------- HDR HGT. TEXTURED — — — — — — — TEXTURED CEMENTICIOUS01 CEMENTICIOUS FINISH ON C.M.U. FINISH ON C.M.U. e 3'-0" 00 (TYP.) (TYP.) F. -------------------- ---------------- FL.---- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — __ RIGHT ELEVATION - Al 1 /4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for properjoint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. N 0 CV fV cat c"> L E V Whit ST�IT E- 1 •arts �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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Co 00 Co O c 8 C, 7 LL q� N 6 11 V :moo w it w H rnr��° u-wa a;m� a Y a Lu s Jww C.w rm = o O 'F1 N CO m J rn rn ¢ ¢ ¢ aIZ LO N m Z D O U rn 0U ❑O❑ N O o 0 � ¢N � o .J - � N r M N �C1 _)0 LU V),, N N w - E rJ N 0 14 o C0 w m o z d U_ Eo ¢ Zo Q E ® z za od (— — C O G N XOU U a z 00 p UQ aZ wo <o Wx i rp C ^ z .y U .0 m 0 0 Z V% Q W <� o¢ zz go 7 Q a cn w OF S oLL �w =3 0� 00 Mill!O Q¢ °zl< 10 aF Ov V 3 .o >LO O°' N L �C IUD 0 O N Q > O O U C m (0 o �.►i E t V � r _ T O T E 'EC,) Z Z o © N E m m (1-U E ai o Ca J ¢ 0 c J JOB NO: 21-4269 SCALE : AS NOTED SHEET NO. 3.2 2 1" iv N 2" N 1 00 1• VARIES *NOTE:7 FOAM TO BE USED ONLY WHEN ^ REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES BUILT W/ STUCCO. EDGE OF OPENING 2" 2" 1'-10" ^ N 12" CAP --- 1" RADIUS 3 1/2" RADIUS 1/2" RADIUS 3/4" RADIUS a 1 -53 1/2" RADIUS 1" 4" VARIES VARIES c; = M _ r M� Mla N CAP c� - CO 1" 1 V1" 1 _4 o M N1„ �2, 12, VARIES VARIES SIN 11_01, 1„ 1 1/2" RADIUS r 4" 4 4° cola T M�� 1 „ E)a4 C14 N r SIN 3" T 4„ 4„ colt/ M VARIES �`� CO 12 SIN M 111 32 11" 32 2 1/2" RADIUS BASE in r- CO co N BASE - • N 12, *NOTE: VARIES 8 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE-'� BUILT W/ STUCCO. OPENING VARIES 2" 2" EDGE OF OPENING r 1" C° co rM _ 0 (V 1-1/2" THICK 1-1/2" THICK 2i" 4 IV IN 101, d. Y L4— 10" 6" N b� T 81 3.. 4 2 N 6„ 2„ 2„ iv W ; W j �ri 1-1/2" THICK 32' 24, All T •-rj 52 1 5 52 oo IN �LO a 1 1 " 54„ 1, 4„ 3„ 12„ N zr. Cf7 VARIES VARIES 2 w I I 22„ • VARIES VARIES 4„ 8" r--------- �,�'� 60 `° R6 (.° IL -� TM 112 �R Q 2 44 KEYSTONE F11 0 OPTIONAL 4" GARAGE DR. OPENING 4" W KEYSTONE F11 OPTIONAL 3 a 4" WINDOW OPENING 4" 4" •OINSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK &SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" 2 VARIES f2" 00 1. 1" NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 3'-8" 4" T-0" 4" 101, 1' 4" 101, 1 3 14 1'-64" 14 0 N 1 12' 54„ 2'_1" 1,_12„ 54„ 1'-4" N _ N O - - i iv nil (V '4G�v 1 " 1" OPo� MMr R7p„ • 2 N� O GENERAL NOTES: M 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH '. aU I • v � o ' I'9 O N CV CV M 0 rr 0 ••' P10 -78 50 r o J • �I n �•" 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. Q v � E to O N ik O N C5 C1 J LLLL ® a)LLJ 7 to � y 3k ILLW Oii �Mo� LL a � Q N !� m W LL d 7• Zrr0 O0 t N tCo N Lp O J W co 05 cj d a a U& Z M z M LO O N a z 0 U U r�% W ❑❑❑ Z N M z o Emilia ti U) N M z 4--1 C/D Or^ ,v II W ' w a Ly N a' (n 1— U w � 2 8 I Y �0 o w Mw M ¢ o z a E o E wo �o �� >o Q� Z® 0� U Q'z ♦— X ¢ ¢ 0 O U O o E N ab <o az r� (a U) C r m 0 O Oz1 - C U N m Q W Ho�v a z C)io -z Ik z3 ;Z as = 0 Xo a O a F 0� z¢ 0 > L!� 0 rn m m L � > C) O •�—� > N Y O �r^ m C Q / E T V r = N Cn N r Lo rn ch r O rn E N M u; z rU z =3 E p rn CU a c0 -j Q o JOB NO: 21-4269 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. 150AI200A INDOOR PANEL CENTER #14 copper to lights & outlets NEMA 1 #12 copper to 20 amp ckts 50 AMP/ 200 AMP #10-2 copper to WH #10-3 copper to Dryer MAIN O2/0 or 4/0 SER Alu 200 amp 150 amp UNDERGROUND Disconnect �II POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING o #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 ---/// CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: I 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 FIE�W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN Q EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) 1-0 PUSH BUTTON SWITCH (OPTIONAL) kD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) T TELEVISION (OPTIONAL) N 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F O THERMOSTAT I IMI ELECTRIC METER _a ELECTRIC PANEL -�^ DISCONNECT SWITCH ^ L J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT WID H.B. GFI DISC. 111 211 V!I IA PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER Lj t_-U II GU r\G\1 Gr- 1I-%,-1-G FOR MICROWAVE RANGE HOOD PER SPECS RECEPT. FOR ALARM SYSTEM VERIFY METER LOCATION WITH DI III nGo ELECTRICAL PLAN - ELEV-Al SCALE: %4"=11-0" N O N N CV M 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, W Q ,d.E O M Q v U �♦ V ON N O N 00 J J lL 0 7��1% #"W a JLLJ CHEML Ju- u. a L 0 Z L is y o O W J05 W>NO aQ00 IL toMZ Of rnO ZO V v�aii W z N M o Z N Q J N N M lzlnn M _ o Mcn w OLL, �N N � y ws U Iv I W J �— — EEo Q �m r, o w M N o z z a g W E Q O E Z o� O Y QN z© v C xco n � �� 0 °a ZI— N<z a¢ wo <z ww Ww 79�It M cn C _ 0U .2 mp ox z Q3 d ¢ w Z G7 N F o¢ ao man y y?>>? mw <o r- dZ �r O v L < za �0 33 cQ 0 = >Lo O CD rn �aca 0 L C y U O N Y > O O m W T 2 N I— O� .� r Lid CO M O E E co z Z E O 0-U E o a m Q p avi J JOB NO: 21-4269 SCALE : AS NOTED SHEET NO. 4 0 I I I I I I I I I I I I I i I i I I I O J on � i I I 5:12 SLOP I I I- I I I W RIDGE LLO :12 SLOPE 14'-0' RIDGE VENT Lp o a CF � P� J 117 i 15'-0' RIDGE VENT — I RIDGE I W d i I I � d I ° 3'-0' N r I J N I I L I I I I RIDGE o I i W I a I U) J I04 o I COI ROOF PLAN — ELEV—Al_ SCALE: %4"=1'-0" ATTIC VENTILATION CALCULATIONS - Al (TRA) Attic Ventilation ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED Attic Ventilation to be incompliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented 1/150 Rule 1/300 Rule Ridge Off -Ridge space. The ventilating area maybe reduced to 1/300 provided that at least 40% (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. but no more than 50% of the required ventilation is provided in the upper portion of Req.) (Ft.) the space to be ventilated. Upper ventilators shall be located no more than 3 feet Total (measured vertically) below the ridge or highest point of the space, with the Ventilation balance of the required ventilation provided by eave or cornice vents. ATTIC Provided **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** SPACE SQ. FT. Total SO. SQ. FT. SQ. IN. of by Upper (Values to be verified with Manufacturer Specifications) SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SO. IN. of Ventilators •OFF -RIDGE VENTS - 138 S0. IN. OF NET FREE AREA /UNIT ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) .SOFFIT VENTS - 7 S0. IN. OF NET FREE AREA / S0. FT. required needed required soffit b upper y • STUCCO SOFFIT VENTS 126 SQ. IN. OF NET FREE AREA I S0. FT. needed ventilators *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 S0. IN. OF NET FREE AREA / FT. **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) Main 29 1 Floor 2373 2278 325 1139 81 570 573.0 435.0 138.0 (Zone 1 ) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. N 0 N N N o �`9at�~ia�arr� ��'.. No PE�±3r O .. a• , H YI. dr MII {F",.*� Z. traa' 3 _ rn 0 ra c a� -v 's 0 CV O dN- I rn 0 -o v s L0 0 0 0 J rn ra I i Gp c N / an C H Q O / d E N E O _ 0 v c c J N fl t� 0 U U 0 Cl- v J N LZ 0 N ci a 0 Q CV O N N c a V) P 0 C c V-6" 5._75" 6'-44' 6' 0 6, O. 6, O, 6. O. 6' 0.. 5'_23, 7�_15" TYP @ 1 STORY U.N.O. A S3 HB� r---------� --- �. ° -- ° -- ------�� — -- BUILDER TO— , - 19 (2 ) #5REBAR 12'-1" : WH• PROVIDE VERTICALS w/ in APPLIANCE FILLED CELL I O 0'-0" I I PROTECTION EPERFBC QUIR D I I ■. I :: :: I :' 35`--4" 20'-6" 3-1/2" MIN 3000 PSI CONC. o iti ( SLAB FOR HERNANDO L I: K N 10 COUNTY ONLY S3 J 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 MIL VISQUEEN Z-73, 4'-9" 4'-10" VAPOR BARRIER EDGE OF SLAB 2" ■' I CJ :: .GJ ; I : BEYOND WALL CJ I o I T "' 6-3"1'-10" T-6" �N r M O I' o " (2)#5REBAR VERTICALS w/ in l ::::' . ' — • L , I FILLED CELL o 3 1/2" 2'-6"x2'-6"X1'-O" FTG �' W/ (3) #5 E.W. S3 -._ _ -- --- ]— 3'-5" SLOPE T-1 " (2) #5 REBAR ��;: 2'-6" x 2'-6" x V-0" I `' I :: AHU I VERTICALS w/ in I W/ (3) #5'S E.W. TYP @ 1 STORY U.N.O. A 04 / I CC S3 FILLED CELL I o0 S3 CJ / I — — ICJ — /./.:... '._'_'_'._'._'_'_ ^� 25'-1047i / ::: 9. 5$.. 128 '........' _ LE12a 2'-6"x2'-6"X1'-O" FTG tF W/ (3) #5 E.W. I -4" I L (2) #5 REBAR INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM i / / //�' PROVIDE %2" x 9" RECESS FOR FRT. DOOR SLOPE I S3 in VERTICALS w/ in FILLED CELL I W/ (1) #5 REBAR VERT ABOVE SLAB / % / HVAC CHASE TOP OF CONC./ PAVER T BE 4" 4'-0" 4'-4" 4'-6" TYP ALL PLACES SHOWN @ / / BASED ON / 0'-0 BELOW FIN. FLR. ■ ... • ■ ■ ■ ■ HOOKED FTG. DOWELS 5" EMBED I / i LOCATION ............ • .. .......... . ' ...:.: W/ 25" EXT. ABOVE SLAB "GRADE 40 :. : ; : ; ; STEEL" /�/ -----,------� 4'-0" CD STEPS AS PROVIDE 1 Y2" RECESS / i / / .... .. REQUIRED PER FIELD FOR SGD. REFER TO / MASON'S SLOPE FOR / ' / KITCHEN ISLAND LOW WALLS OPT. :. ... """"""""" icj: 10'-104' CONDITIONS ■ WIDTH / i i / CJ r — — — — — — — CJ REF. :. J - CJ CJ —= j I ■ / -I ----_---- —_—_-- —=__ — ° 1I TYP@ 1 F CHASE TO ISLAND D.W. 1 I STORY U.N.O. A N �I /i/ �L __ J— — -- Ilj oo S3 1 v LO u7 / SINK / DISP 3 1 /2" / 16'-0" 4 6-10" C) - o0 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ H.B+ 5'-4" .1 A TYP @ 1 STORY U.N.O. A S3 2'-10�." 1 5'-1 FOUNDATION PLAN MONO - ELEV-Al SCALE: %4"=V-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. -]FOUNDATION PLAN W Z C° CONTROL JOINT DETAIL SCALE: 3/4" = V-0" MMINOR CONTINUOUS �•.; REINF. SEE FND. FOR :;;,:. ," QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. ' HORIZ. REBAR, TYP. • "• U.N.O. —Alternate: The reinf. bars shall be �. •. �. • �. Cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" N 0 N N N M co A�`vSE49@�lp,rfff r a Nc P �� a ,• - ,�� ,��•• ,,.; � ,�" � ,•N,y ^ ,,:� Via• zvv 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. 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C 0 Y U m0 ° Z, J m < Qz z Z UJ N o< z° ao Q wLL a mw =r U ao J Z 7F O w ar I� O V Z¢TU� O C O i L O TtD ca U L � O CN Q Y 0 O^ m (1/ n�1 O %%—/ W E r VTT T M N V� 00 co LO 0 C c N Ch �i o Z c z E O d U J Q Q J JOB NO: 21-4269 SCALE : AS NOTED SHEET NO. 6 11 1 11 1 I it i I 1 RS H ENGINEERED OSUUCTIIONIS CLADDING WIINDF PRESSURES AND FORM AN ROOFOHEIOGHT <_T 5 ftND 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 [4:12]-[6:12] a=oft (SQ FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 I 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 -- , --- ------- ,r--- , -- 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 { 1 ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: T I 10 SHINGLE:/s" EXP. 1 (24/s) or 15/2' EXP. 1 (33/16) TILE: 15/32" EXP. 1 (ems) { I { NOTE: { { I I 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %$' x 0.113") NAILS �t ��I 3r 3r I ®-t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN'%32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF ]- 20 TO 27 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[6:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1 875(1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-112" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1A" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-112" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HID (2 PLY) OR (52) "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 1 1010 605 1 12 - 10d SPT24 1090 12 - 10d HCP2 1 590 1 555 1 12-10d x 1 1/2" 1 HHCP2 680 570 (20)10d x 1-1/2" ' MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (* ) INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 0 (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. OR 01 78750 OF AN CONT LEDGER cLL J IL 0 o LLLL 1 C� W 0 2 0� oo.,� W Cf) .. 00 LL oEl El El f cz CLO CN D SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV—Al SCALE: %4'=V-0" DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (* ) INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 0 (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. OR 01 78750 OF AN CONT LEDGER cLL J IL 0 o LLLL 1 C� W 0 2 0� oo.,� W Cf) .. 00 LL oEl El El f cz CLO CN D SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV—Al SCALE: %4'=V-0" N O N N N ch 0 ���;;RErlaaeE�e Jrr a� s e�° c �. �E�•J��`rri `a To the best oft ig1r�,fdfoVd2dge, 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 structure) engineering portions of the drawing pages bearing Engineer's signature and seal. tq 0 H ',ItE � 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, 7132" 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 perACl 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 8F441B/1T8F401B/1T 8RF400B/1T 81`321B/1T FORM & GROUT SOLID NT r , - (V O W J U O #5 BAR CONT. 8F12-1 B/1 T Y' LINTEL DETAIL SCALE = N.T.S. MI ignsomp Jill F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J W 8 F 16- B/ 1 T a �B, r Z to tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL ° HEIGHT MATERIALS c precas mtels = 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 1 V slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Rebar 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 M IN.. (1) AT TOP (1) REQ'D 112„ CLEAR ALTERNATE POWERS STEEL LINTEL Q e a O A ° d .M.U. #5 REBAR AT TOP 4 o - D e° C ° GROUT MIN. (1) REQ'D 1-1/2" CLEAR A a ° J Q 4 e - m � m 4 C.M.U. 5 REBAR AT = - CO j Q ° BOTTOM OF Z u) w ru 0 "*-BOTTOM LINTEL CAVITY U) 1 L REINFORCING PROVIDED IN LINTEL OLUxOz m¢ ¢ O m Z LL 0 W 'n ¢ -. i 3 � v D D �o A, �o #5 REBAR AT BOTTOM AS INDICATED 7-5/8"ACTUAL 40MINAL WIDTH (VARIES) uu)) v, ir a 16 GAUGE POWERS STEEL BOXED LINTEL 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) POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION ' ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O O 4'-6" LL 4'-6" LL O 5'-10" LL LINTEL PLAN - ELEV-Al SCALE: Y4"=1'-0" \ `f 0 L �d f 'fJ1j f t1 �l C=D \ l N 0 GV N M O t �•• i 11.••y\ co • No PE s•'i 0 fir f w Cl � STATE Or V1 w 4 M All. - s • ,.• 1 �f /()= .# ii To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W •6 C. V EEOD O O V N o~D CV J 0 UJ , 00 co Sk u- W 0) N U) t,- I- a JLL CL � m 0 333 °- 3 J LL i� a w 3 w L 5 0 Z SO- ,� oIw '@ N co � O J LL I U)mo a icn 0 N mZ O U U -1 nn Z ❑❑❑ U o S Z o Q v. J coul Z a � o 4- 1 cn u- U ° O w o U c W J U) d eT �°On o N m r_ JZ W M M zCD ¢ as OE _ O CU oo w a � z® o0 v ¢a H N XU a �0 O< Q O N � ¢ 2 ¢a W Z L C/) o .0 m� r ¢ o F Z J 0 ¢ Z co 2 Q o¢ z Qo �z N r CZ)JJ oW x > ° a M �I 00Q �� N O (D 0 LO � U O N Q � Y > o O � m to �'- 0 r c N � T T LO a M LO Ill O ai M CV M �; o Z Z E Occ E a U � ¢ 0 J JOB NO: 21-4269 SCALE : AS NOTED SHEET NO. 8 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1), EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART A F BUILDING W L 0 AL ENCLOSING THESE COMPARTMENTS WHERE THE EXPOSED BOTTOM ED F OS GE 0 THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2, DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH, GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. z"t I. -o 1 #4`• z- 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 61TMS 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. . 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 DOWNWARD AT THE TOP F THE GUARDRAIL OF 100 PLF APPLIED VERTICALLY0 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 A615I A615M-12 MIN. GRADE 40, fy = 40 Ksi 4. 1. 2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 1 /„ GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 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-1-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 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSUTPI 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 A36136M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4. 5. 2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4,5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PRIOR T PLACED AROUND EMBEDDED REINFORCING P 0 0R WHILE PLACING GROUT. 0 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft= 1,850PSI Fc= 500 PSI (PERPENDICULAR) Fc= 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM 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/s rinkler systems including all risers and p t installed within 1'-0" of the building side wall. spray heads shall no beg 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpg and mortar along the foundation perimeter must be removed be�ore exterior sol 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 = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 9x7 +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" 11/" 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 Y8". 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: S ALL HEADERS, BEAMS, ETC ARE TO BE YP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. N 0 N N N CM 0 ��,gRtta�s€�"fi e •NO �= �� fir. � •' •�" 01 ., 411 ON P,`e y e`°a 3111;1 1 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. N 10 00 Q O �N S N Ono J W m J LL 0 ] oo 'n zM LL W Vi fn n r-� ° - W a- W CL M N V y to 33 aw JWW Z�I r 0 OF C11330 _y of - � � 'F1 (V (D ILYY a Z N M Z of N O o< �3y Z Z ❑❑❑ co z N M O z a z o >z n N z C9 0 I' (13 w � U O W o N .) cn (� r- Ucli W J E U ) ¢ R' o N M m o co w M C7 0 z U_ d E 8CIO Z � FO Y ¢ o Z® o G_ - &a �O o1 o E ON � ao <o rZ a U) C _ C:Z, Z oY m� O 0, (V J a �z N o< Z a0 �w > U o ao = F �- o mZ J Z w Z. =3 0F .0 IIIIIIIIIIIII� O zl< i ° o O �Lo O iv rn m O L � O LO O O � Q U o C:) 1 L.L 0 0 M (O C O �i T o N ` r - T I Ln 0) 170 N M T ai O a' > CM o N Z Z E O c a U _ 'a0 c JOB NO: 21-4269 SCALE : AS NOTED SHEET NO. SIN i CORNER OF HOME GARAGE SIDE Backer and Filler Block Dimensions BCIOJoist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking + 1/8" gap / FILL CELL STD. 90' HOOK BOND BEAM w a STD. 90° CONT. #5 BAR T. #5 HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" max } Small gap ?min. 4 max. Ql Clinch nails {� 1 when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 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 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER DOUBLE JOIST CONNECTION topflanguth cuts. - Birdsmouth cuts. N.T.S. - Under 2nd floor Cnli imn w/ Inaric N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pif max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16" z details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side 101-0 �� at bearing. TANK -LESS W/H H C G O 0 0 5'-011 Q - C} STUB -OUT FOR 1'-O" b GAS METER 0 0 � U O � N � • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-Y (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" Q.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'4' (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking I Ica 3" o nril nail -, at F" n c �/ Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges higher than 15001b BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— sm • ■ • ■ • ► �� �► 4 6 A 1 2" ROUND HOLE MAY 6 611 DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN THE WEB, PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1%" 8 1'-fl" 1�_1., 1_ .. 3' 1'-3' V-7" f-11"J Z-4" " B,Z 37" 1�'° joist 12 T-U' 1'-1." 1' Z, 1' 2," 1!-3 V-9: 2'-4] Z-11," 817 # Z' 4-9' 64' an } 16 1'-U' 1'_1„ 1' 1,7'2v 5 • 3'-2 3'-10'.4-,6,7,.6-4'ZD 1'-0" 1'-1" 1'2 *T-2" { ° 3 ti" 4' tJ" 4'-10. 5'-11." �'-11°. 7'-124 1'-0'" 1'-1" 1' . 3'-7 " 4- 5'-10'° 7' NOTES: 1, JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" 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 1Y2" 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. Web Stiffener Fastener Schedule Joist Bearin Location Series j Depth End Intermediate ® BC15000s 9-1/2" 2-8d 2-8d 11-7/8", 2-8d 3-8d 14" 2-8d 5-8d jBC16000s®111-7/8" BC16500sO 9-1/2" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60sO 11-7/8" 2-8d 3-Sd 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s0 11-7/8" 3-16d _ 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPS( w/(22) NAILS 1 5/8"D THRU BOLT SIMPS( w/ (22) NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION 1111L Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. kJoist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T,S, Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.)lm.l I I — III Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM ° ° SEE PLAN FOR °• - . • FOUNDATION INFO d STEM FOUNDATION II -GRADE \ r— Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap IL 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 s0upported by joist hanger. doesn't meet height requirements 0.6 X Joist p depth 71, 1-JOISTS BUCKETS N.T.S. REINF. SEE PLAN t-vk, unHoc 4 rvk., SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. O 10 LOCATION OF SECOND H10A (WHEN SIMPSON H10A , 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 1111"11� \ /r P1T1/1 A 1 T1 1'11 1 rk 11 TOP (2) #5's x 4' 0" CENTERED @ PIPE PENETRATION —\ a PVC OR SCH40 SLEEVE PLUMBING LINE d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE 41 . d d d aAll G 4 SEE FND. PLN. 01 SIZE & REINF. CV 0 CV CV CV M 0 k- OR�� r �' Y'� ♦ ,d + 07 No PE 50 ". � . S T -Ci •� 11 w ram} `�.� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 r, AAK k- o om 4 N O 8. v A � 1n �,nmZw -u; 0) 0tiC� w a N My U- 0- Y 4 JU_LLI auJ� Z r m o O w � N 1p W O J � W (i) d ¢ a M z = N O IL Z Co a ILW O U U N ❑�❑ M � N M o g Z N z � � Q M � z n' ! 1 C Cz W V a (1 4-.J C6 W -. ° V 0 6.0 0 N c w �c/I w c E O O IBM I U O N C 44 o w Cl) CM U_ m ¢ 0 2 zZ 14E LL E Q zo w0 z Z>N <N z 0 Da � � crj oa 0 g1 AV O N L Qz 0 Q Wz rp C - o z 0 mm m� 0 o� rz co oa Z gz U �0 1k a� =3 CDw- � >O a d ° .N O > U*) O 0 rn ca 0 L � N 0 Ln N Q , O m c (0r�_ T r cv O 2 (N �— Cc,)N r = Lo r E w M N o Z O Co o- o v U ¢ o � JOB NO : 21-4269 SCALE : AS NOTED SHEET NO. SIN 1 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR %" GYP. TYPE @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GSEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2x BLOCKING HORIZONTALLY@ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING 1/2" CDX PLYWOOD OR 7116" O.S.B. (12) 10d NAILS U.N.O. @16" O.C. W/ (2) 10'-0" (R302.11) SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS FOR UNDERLAYMENT 16d TOENAILS T & B EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" 1/2" GYP. WB (MIN.) @GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR PRE ENGINEERED WOOD APPLICABLE. d 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN @ 24O.C.)INSULATION PER CHART ON FLOOR PLAN " 3/8" MORTAR BETWEEN TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & SLAB & BLOCK EDGES, AND @ 12" O.C. @FIELD "SIMILAR AT FOUNDATION ONLY" HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E " „ „SIMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS ROOF FLASHING AND ROOF FLASHING - = 5!8' x 10' J BOLT@ 24 O.C. W/ IF NOTED, THIS REFERS TO THE COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 2"°0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH °' Cl) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE I 1 ::1 1 1 OIL 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER ° ° O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL ° a a A.F.F. 2„ x 6 W1.4 x W1.4 ATTACHMENTS 2/ 6 x 6 W1.4 x W1.4 SHINGLE ROOF, SHINGLES TO A @ 24 O.C.) WWF OR FIBERMESH WWF OR FIBERMESH BE IN ACCORDANCE w/ ASTM -I I I=I I I —III —I m ° ° I I=III=III=III= a ° ° ° a ° Z 31/2" MIN. 31/2" MIN. ° a ELEV. -o -31/2 D7158-CLASS G or H, or ASTM I I. II ° I=III=I I=I I=1 ° ° ° a D3161-CLASS F, IN — — I ° a ° 2x4 CONT. a a A.F.F. _I I ; I I III —I r 12 ACCORDANCE w/TABLE ~III =J=I I I -I I 1=III=III=III=I I=III=ICI I" ° ° ° a o ° ° . ° _I I f=I hI' 1/2"(min.)- 4" - ; ° .: Y I1=111== 31/2"(min.)- 4" (TYP.) VARIES R905.2.6.1, FLORIDA BUILDING I =� III=71 �I I I=III 11 I —I I I II i I I" a 1 I1 n a a s a ° `" — a 00 -rt—(—�-I—— CODE 7TH EDITION (2020) _I I �, II I� I II II II I II T1 i III— GARAGE DEPTH VARIES 31/2' (min. - 4" I = — —) I 31/2 (min.) - 4 Tl_I=1 ff RESIDENTIAL 8 �� : _ _ —I � I —I I - MR - —�— -� ROOF SHEATHING -SEE ° I I— ITi Il�l II (I 111T�=III=ICII INSU ION LE (2) #5 CONT. „ (2) #5 CONT. SCHEDULE - [RSH] - ON 4 1 � g FRAMING SHEET FOR TYPICAL INTERIOR BEARING U.N.O. MIN. U.N.O. MIN. SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG GARAGE SLAB AT STEP (*�B TYPICAL BEARING WALL STEP TYPICAL BEARING WALL STEP SHEAR C @ rcC ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 5/8" OR 1/2" HIGH---____ IGH ALUMINUM DRIP STRENGTH CEILING GON�\N�oUs EDGE BOAGYPRTYPEX" @GARAGE ALUMINUM FASCIA W/A HABITABLE ROOM 1, N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING a ABOVE) W/DRYWALL NAILED W/ 8d COMMON NAILS @ 4" O/C EE STRUCTURAL �* SCREWS 7" O.C. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. m CEILING 8" O.C. WALLS SOFFIT SHEET SS @ 2x STUDS 16" O/C M�N�M�o 5 0 2x STUD SHEAR WALL REQUIRES 2x BLOCKING SEAMS. @ 10. S\N `� 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ c°N 2x BLOCKING HORIZONTALLY@ INSULATION PER BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING CHART ON FLOOR FILLED SOLID WIGROUT 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 1Y-0" (R302.11) 1"x P.T. STUD SEE SECTION C/S3 FOR PLAN INTERVALS NOT EXCEEDING _ 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 = 1x2 P.T. HORIZONTAL �, #5 VERT. IN FILLED CELL 10'-0" (R302.11) ADDITIONAL INFORMATION 8" C.M.U. TYPICAL SEE CC/S3 OR c.l LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE N NAILER G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. O BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " (IF NO UP LIFT ON @ 2x P.T. PLATE O.C. W/ 7" EMBEDMENT N WALL SEE GG/S3) 5/8 x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD (MIN. SHEAR 3500#, MIN. TENSION 2600# *SIMPSON SP1 SPACED V TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR 2X PT PLATE #5 REINFORCING SPACED EVENLY w/ 10 10d NAILS 2x P.T. PLATE w END OF 2 x PLATE WWF OR FIBERMESH T E i _ FIBERMESH Q BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N c_ = ARCHITECTURAL ( ) N WEEP SCREED INSTALLED BAR M , FINISH TYP. '- � PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR LU a 1x2 PT WD FURRING @ 24" O.C. ASSUMED FINISHED E GRADE 40 MIN. Fy= 40ksi a ° i GRADE �„ ° ' ° z #3 & #4 LAP SPLICE _ 1/2" GYPSUM WALLBOARD p FINISH GRADE 00 [GRADE 6o MIN. Fy= 60ksi] a _T ° o 0 1 #5 VERT. IN I=ILL z_ c•�— LL I - co U.N.O. () MONO OR STEMWALL — n ° . 25" MIN. LAP [30" MIN. LAP] g r �=III—III I I I fff=l I I— �- LU CELLS (SEE FOOTING MONO SHOWN ° o ° — = - I ] [=1 �' FOUNDATION PLAN FOR CLARITY ° D D °O 6 MIL VAPOR BARRIER —�_ I I p ° ° �I=I I = I I=_ ooXXIxxx R 1 7/8"� FOR LOCATIONS) o p = =1 I = = 1= I =I T— I I ( A. �_=I —I #5 REINFORCING BAR — I III=III I I —III I— I I- 1x4 P.T. BASE NAILER ° z ° _ _ 4°x4"INSPECTION o o° III=III=III==1 I fT = I I I_—J T #5 LAP SPLICE I=1=1 ITI 1=III=III=� — T—�f I I IT (2) #5 CONT. CD 3 1/4" BASEBOARD PORT AT EACH NOTEFOR BEARING WALL g ° D (= = T T IT I T COMP. SOIL. (COMPACTED TO _j _ ° ° - 36" MIN. LAP [36" MIN. LAP] Xx ON 3" CHAIRS 8" 1' 4" 8" o FILLED CELL TYPICAL — —I —III—) — I- 95% MODIFIED PROCTOR ASTM (P') MIN. 2500 PSI CONC. SLAB W/ UPLIFT ONLY _ _ _ _ I I I I ��I I I I I I� TO CUT BLOCK OR POUR __I_I _—_—__ D1557) I I—'�—rr I I —I I r #6 REINFORCING BAR #5 STD. 90 HOOK M AT GARAGE CONTRACTOR III —III III III III III III —III III=III=1=1 I I=111=111 I MIN PSI MAY VARY PER cn -i I, III —III —III —I 11-111-111-1 1 I=1 I 1=1 I I=1 I —I 1=I—I 1-1 4" 1'-4" MUNICIPALITY. CURB DUE TO SLOPE 11- I I_ —I i i 1,; I11 TI T ;III-Ti=1 1-� #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/ 6X6 a o _ NOTE: FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL w/ UPLIFT rG W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3!4"=1'-0" SCALE: N.T.S. - BELOW GRADE S3 S3 S3 SCALE: 3/4' -1 -0' SLAB INFORMATION. SLAB INFORMATION. S3 _ ° co � Z I' VARIES 6 x 6 W1.4 x W1.4 1 1/2" RECESS FORT6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ 3 SEE PLAN WWF OR FIBERMESH 6 MIL VAPOR I I I ° I I i=1 I = - 3 1/2 WWF OR FIBERMESH O SEE ROOF PLAN z 10d NAILS TO TRUSS TOP CHORD BARRIER I p '� 4 I I I� min.) 4' AT 24" O.C. MAX. FOR TRUSS - a Q _ N ' ° "v GRADE CONNECTION INFO c� e COMP. SOIL. —I I ° — oo — SEE PLAN FOR — — —� COMPACTED TO 95 /o ° _ _ _ _ _ _ &LAYOUT DESIGN ° a d_ I I _ TOP OF BEAM � o —III—III—I I 1-1 I I —I � � d _ ( I �I I I TI I II I I I I _ I -(1) #5 REBAR w/ OPT. SEE ROOF PLAN — — — °, o d - =- ¢ MODIFIED PROCTOR — c ASTM D1557) �I I=I I=I I— I — I I=I I j— I I'SC�REiFTN_EtNCLOSURE (2) HTS20 FOR STRUCTURALr �rrTIT�I=t� co c `- -II_ I I III-=1I I HI I- BEAM SIZE & N ' Ii- 3" MIN. CLR. 11= j—�III= � I- " r � a Q o (2) #5 REBAR CONT. 1'-4" 1 STORY 4"' "8"-' CONNECTION INFO M I 11 - ( ) STD. 90 HOOK (SEE = ON 3" CHAIRS TYP. U.N.O. 4" 1'-8" (2 STORY) DETAIL) MIN' 2x4P.T. 1 2x4 #2 SYP P.T. FRAMING w/ Tr J PisTe I MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" TYPICAL WALL SECTION A TYPICAL THICKENED SLAB EDGE L °SB' z ATTACHED PER NAILING FOR REINF. INFO. E2 SCALE: 3/4" = 1'-0" S3 SCALE: 3/4"=1'-0" .,Es•Ea w SCHEDULE OPTION #1 S3 SEE TYP. WALL SECTION FOR ADDITIONAL U 1/2" GYP. BD. COLUMN LOCATION Q w SEE PLAN FOR STRUCTURAL P.T. 2x > � SLAB INFORMATION. oHOLD GYP. BD. w COLUMN SIZE AND BASE 2", 1/2" FROM SLAB o Uj CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM o OPT: DEPRESS SLAB 5l" 0, J SCALE: 3/4 =V-0 ? _ CONT. BEAD SEALANT S3 DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND A Q INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE PAVERS / DRIVEWAY EXPANSION JOINT ^ C ` . , 3 1/2„ SEE DETAIL 16/D1 FOR wf 1/4"x3" TAPCONS MASONRY WALL AND o CONCRETE SLAB 14" 13(( . COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING PAVERS O.H.D. RECESS z O.H.D. RECESSE GARAGE ATTACHMENTS & 18/D1 J 'N `" 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL `' M CONCRETE NAILS W 1 1/2' W/ DRYWALL SCREWS 8"O.C. ATTACHMENTS EXTEND FILL CELLS EMBEDMENT @ 12" O.C. @ TO FOUNDATION PADS o STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' °' .. y • PLATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN M N � T-� •. , .. ' .�_�_ � •�,• —I 11=1 � 1= I I=_=I .:, . • .•..... I � I=I I �• I' ^ - z ° C14I�T--�=I I — - _I r' �I_� _ (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT E w/ MIN. (2) #5 VERTICALS � — GRADE a - — � (' _III=I I 4 �I �o TENSION 120#) CONCRETE SLAB E r� FILLED SOLID (SEE PLAN FOR I=1 I I=j I F , I r 6 x 6 W1.4 x W1.4 ;+ SIZE AND REINFORCEMENT) -, � 1= •< 1 I I=1 11=I ,, —I - " ° T WWF OR FIBERMESH r Z F- w = —III—I =1 I I—III=III=1 w 1Tf I •�: fl 1= -I I —I I •y �I ► r °° a. "' o W U) B 11=1 1 —1 I-ITi-1T1 Z BRICK PAVERS or SLAB PER 00 v =III= ! �' °• —_—_ - z_ — — — — — _ — — — COMMUNITY SPECS " a N SEE A/S3 OR J/S6 _I I IT T I I SEE A/S3 OR J/S6 I I 1 I I I1 ,L , I I, I II± M 6 MIL VAPOR T= r- — — i— L=I — a'-0" FIN. FLR.� _ =- FOOTING BARRIER j� j� ! I �r �� I III III —III —III —I 1=1 1=1 1=1 I_ U C.I FOR REINF. INFO. 3 MIN. CLEARANCE FOR REINF. INFO. 3' MIN. CLEARANCE — =III —I I1= I - — (I= — = 1= BEYOND 7— I I =Ti=ITi= 1' " (1 STORY) / V-8" (1 STORY wl DEPRESSED SLAB OPT.) 1'-4" (1 STORY) � I I I I I I II :,, ; • • PAD REINFORCEMENT 3" MIN. CLEARANCE 0 1' 8" (2 STORY) 1'-8" (2 STORY) „ , ' FOOTING WIDTH 4 4 :y CONC.PADMFION (SEE SCHEDULE) SEE SCHEDULE GARAGE DOOR SLAB RECESS J.1 GARAGE DOOR SLAB RECESS J INTERIOR WALL SLAB STEP NON-BRG. rK TAPERED COLUMN FRAMING KCD12 PATIO COLUMN FTG. DETAIL N M SEE TYP. WALL SECTION FOR SCALE: N.T.S. SEE TYP. WALL SECTION FOR SCALE: N.T.S. SCALE: 3/4"=V-0" SCALE: 3/4"= 1'-0" S3 S3 S3 SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. 0 N N N M O LEMk0 o, ,, . '!�,-T;A 4 E 0 . ryf� ray?!' �ti'�• ./ !� A^,Y,�+.,`l Y\� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W W ',Epp O 8 N b 'Q V N N - # LLL 0LL uj d ei ao) cn t` r` a J Li l M V LL a 2 IJi a - S Z 7c,�0 L S 0 W Lu go� m m W Z IL ro a N cCV, Z N O U_jv� i ZOU W ❑O❑ M z N M o z z o- � o a—, c 7 LU U —� O cn cn -,.3 g c � U _ E U o c ¢ `a —C m O CCD w coo z Z < Q E wo os �z >- <R z® Da m U �o cwip O E o az Qo � in z= oY m� a o1 z N <F o Z Z a O A co pia E2 > Ln ON T ca L 'C U O .> N Q > C: lo E N T 2 N 0) t O M cM o E N N z Z c E o c c a U Q p JOB NO: 21-4269 SCALE : AS NOTED SHEET NO. S3 (MONO) Dt IR to rU 0 0 03 4 a rn co a 0 0 J rn I i co H Q [V O d E 0 E 0 S `o 9 r7 0 0 v i 0 i Q- 0 9 r7 0 N 45 0 0 6 a N N 0 e 0 m 0 (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 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 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ 7 5/8" 8" TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ EVENLY WALL IS 1 1/2" MAXIMUM INTERIOR ❑ ❑ ❑ HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 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 (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER "5�:��__ '+ STUD W/ (3) 10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONIC, FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCKnip— KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING TYP. U—ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL FF TO DRAIN DOOR OPENING-1 ILW DOOR OPENING ❑ ❑EXTERIOR � ❑ WALL CLEAN -OUT A WALL ❑ ❑ SCALE: N.T.S. S4 ❑ ❑ ❑ 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 a a 4 as a g" STD.90•HOOK g" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O.ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: iO 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. 2U VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'4" 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 CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J T W r 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.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8xl6 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLERGARAGE DOOR TRACK 011, ONNECTION A C SSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a SCALE: N.T.S. a e a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING BI BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. S�cF 44,9�Okp N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 11/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8"ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD- 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE FOP iARAGE IOOR NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK KKN� 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 \--(2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 OR j SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. 54 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL 12 (TYP) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d -- ---__ NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 CRICKET BLOCKING W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING @EACH END FASTENED TO TRUSSES WITH 8d :AS REQUIRE COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T ) v O/C FIELD r 2x TOP PLATE 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS =_= CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL---- W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 • SPLICE NAILS TOTAL) EA. SIDE OF . ' %9* SPLICE STAGGERED J G 10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ Yl6d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" 'OXIED A.T.R. I & NUT 'OXIED A.T.R. I&NUT DXIED A.T.R. t&NUT F 2X8 P.T. BOTTOM P ATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) SP4 SP2 SIMPSON C SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 ROOF TRUSS ABOVE // 2X BLOCKING -(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@ / STAGGERED 4 A 10d NAILS @ 6" O.C. STAGGERED TRANSOM FRAMING ° ° BEYOND. —PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° 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-5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM ;:::��T2X8 P.T. BOTTOM PLATE LI 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR� SCALE: N.T.S. <t 0 N N 0 E fd1%�; � pt.A. •.a��� •dam ,. • . .,• 11, o a N y Y• ♦ � � y a„ g° -f ,y i F- 0 i 04 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 sea[ is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W d m ro N J p u' 0 N W On it L, W a tJi CO r- 11 ° -J W aS M v � ° Y 0J C cau_LL a_w� 7s O L . V 7. 0 pZ_/ W j -Fa N(_0 L O J :5 60 Z CL CIDd a LO N coZ of W O � 00LLU (V z z C] M � N M O p z s¢ V' cn N v a) L LU U g 0 N �V)In ,, $ � in U , r-- — s U = L zl II, o ®® o w co M ¢2 oz s Z q J g E ® Eco Z J wo } N ao Z© &< 0 D o< O E C:) L az wo ¢ o dZ 1z (� z Y U mO Z N o¢ g0 Q. a row c- < 0 o aq �o CD CD z�< a �0 > Lo O ai ro c� L 'C > U O •— a) N .-. ry LL U > O 10Q s 0 Cfl C m C O E T r co O C� N r .� LO L o aMi N r ui w co o Z (6 E C)rn E C IL U m :a p JOB NO : 21-4269 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (z 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 DETAILS (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°± / 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING 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) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT @ & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. •• LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. '• BLOCKING 7/16' OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OS SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. w/ 1 THROUGH CHORD 2x4 LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O,C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX, 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX 9" IF >9" SEE 1 O/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, DETAIL SCHEDULE FOR SHEATHING-i IF >9" SEE 10/S5 DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3)1 Od & (2)10d 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 7116" @ 48" O/C FOR THE 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF AI NAILS N ATTACHED w/ 1Od NAILS W/ 1Od NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" 7-1 AND 12" O.C. FIELD . END TYPTOP & 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 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" 0/C INSTALLED PER MANUF. °� WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAI OKT w/ 4)1/4"xl 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10dx3" @ 4" 0!C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" 0/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. 55 EMBEDMENT IN KO BLOCK SCALE: N.T.S. 55 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) SHEET FOR X- X-BRACING, AND TOP �- • SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ -WOOD TRUSSES `° c0 171 00 1/ 2"x4" CROSS BRACE (2) 16d NAILS APPROX. 8" FROM -2x4 RAT RUN BRACING 1 1 2 RIDGE FASTENED AT AT 24" O.C. ON TOP OF 1 1 2 EACH JOINT W/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS ATTACHED W/ 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE • (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") 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 OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 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 1" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB SINGLE 1" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48", O/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w! (12)10d () "L2 2"x8" " BRACE J SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) NAILS AT EACH STUD FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 MAX. 9" 8d @ 6"O/C UNSUPPORTED, IF >9" SEE 10/S5 r-- WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAMI OKTA wl (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 2x4 "T" ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2X4 BLOCKING W/ - EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 1Odx3" @ 4" O/C (2)12d TOENAILS NON - LOAD BEARNG LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING) ) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 - ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. S5 S5 IINIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2) 16d PER JOINT I- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT� SCALE: N.T.S. S5 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.0 (2) 10d x 0.131" TOENAILS EA. SIDE CONT. 2X4 #2 SYP W/ 1 Od X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. SCJ 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 GABLE END BRACING DETAIL S5 CONT. BEARING 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 W110d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. 1" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2'W" #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„x1 1/2" SDS^^ ^ GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION JIMNJUN JNLW/ (U) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. U a = CORNERJACK U Q w z IY O U HIP FRAMING REFERENCE PLAN z w \-BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH NOTE: /-TOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'4" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n c- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. hk 'ql oWIN INON Mi — ON No NMI AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION N 0 N N N M O ey0� 11 1isl!.�1../�tet� 4e'0 r� LE v l� �Of • No PL:7U/ J0 � I� w �r w .• T r : tt�sti '• S,00 ` - d" � ' p�, if ~.d 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. H 10 F oEEco N r,- O N FU N 6C' J # U. o � - - N 0 ik it-LLJ U)�r, & co LLw_a LL LL 33 dLy0 z am ° r y o r C,4 w I YO O J Wc°nTD' d CID a z�p - 04) Z a of rn O N V Q OU U J y z W goo z N M o z o � Q M N � V/Znn/ O ° U 0'-� O w o N U IL offL 8 i _ � "i o o rn-, U) ®0 o e M co C < w Z M M z o z Q J Q E E o14 rn =o oa w g >� <� Ze O tCo(6 X O o� DO V 01 O E o M u z wo <a a Z �w w� z U m0 z co J m a ° Q W z z cn to O Z ¢ V U¢0 a S~ o �0 C> w< a F zl¢ N O > Ln Orn CD ` m 0 L � LO U O N .-. Q > Y o O m o n�1 E f r = N r 2 O � M E .T M E iri o z (0 z E O a ns a E U _j Q p JOB NO : 21-4269 SCALE : AS NOTED SHEET NO. S5 3 v a C) i 0 0 J rn N 0 CO CD a Ln 0 0 J I i Cfl _ _ a 0 a N E S v _ J L.Z s U O 0 UI i 0 i 0 v U J JR LL 0 N M 0 0 a [V N N 0 0 V) 0 r m v rn 1/2" DRYWALL 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER*4t UNACCEPTABLE INSTALLTION 40 DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT MAX 8„ PROPER INSTALLATION DO NOT DO THIS 2"xBOT. PLATE W/ (2) 10d @ 6" o.C. APPROVAL FOR CONN. APPROVAL FOR CON APPROVAL FOR CONN. 1 X 4 1 x4 (TYP) #5 REBAR TYP, ` � 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1 x4 P.T. 3-1/4" LONG X 3/16"q� FURRING 3/16"0 X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2FURRING #5 REBAR ' AND NAILED W! Sd COMMON @ O.C. EDGES AND 12" O.C. FIELD @ O.C.,2 ROWS STAGGERED TAPCONS TAPCON @ 16" O.C. &8 TAPCON. INTO STAGGERED @ 16"1x8 (TYP,)6" ` ' P.T. FROM EACH END w/M.X8 BLOCK@ SPACING �� O.C. 2-ROWS INTO 1 DETAIL 2" EDGE DIST. ATTACH `STD. 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1 _ 1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS �' 3 DETAIL 90° HOOK (TYP.) STD. 90' ` � @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" o.c. FILLBOTSOLID S HOOK FACE NAILS 10d TRUSS VERT. @ WEB TAPCON @ 16" 1x4 P.T. DOOR JAMB (REFER TAPTO PRODUCT METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. 1x4 1/2" DRYWALL NOTE: LAP SHEATHING TO EACH END W! MIN DOOR JAMB (REFERLU 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" OTTOM OF BAND JOIST TYPICAL TO PRODUCT x 3-1/2" TAPCON @ 16" APPROVAL FOR CONN. 1x4 (2) ROWS 3/16' x 3-1/2 O.C. & 4" FROM EACH TAPCON 16" O.C. & FURRING C� END w/ MIN. 2" EDGE DIST. + NOTC FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' -2 w/ (4) 1/4x1 1/2"SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 INTO BAND JOIST & (4) 1/4" 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL NOTCH WEB AT THE ` ±5A FIRST 2 COURSES ------------ BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION KH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE. N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 805 #FOR 1 STRAP SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. = 1610 # FOR 2 STRAPS SEE NOTE 1 BELOW FILL 1st 4 COURSES SOLID W/GROUT EMBEDMENT INTO BLK.) 1/4" MAX • 8" 1 PLY PRE-ENGINEERED TRUSS " 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. &BUCK SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d ALUM DRIP EDGE 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BRIG WALL TYPE 2 x 8 45' DIAGONAL (4) 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE PER PLAN 2x SUB FASCIA BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB CUT HOLE IN O.S.B. FOR TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM 2x2 #2 P.T. MIN, FASTENED PER NOTE FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. 2 BELOW CONT VENTED OR SOLID SOFFIT F2,BLOCKING FURTHER INSTRUCTIONS. ' ° A. ° �" ° BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL CONT 2x4 NAILED TO NAILED TO TOP OVERHANG" CONNECT W/ 8d NAILS BRACE/ BLKG, BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS N.T.S. w/ 3-12d NAILS, TYP. (**) x 4 SOLID BLKG. (FULL WIDTH OF WALL BTWN. OSB° INSTALL WDW. SCREW ANCHOR\_2) ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED INTO ARCH BLKG. PER INSTALLATION DETAILS A 4 MIN. OF BRACE i ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING FOR OVERHANGS BETWEEN 3/4"T011/2" -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH LISTED IN THE DESIGN CRITERIA ON SHEET SN. 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4'%" WOOD } O 2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL - CMU w/ 3" LONG T-NAILS 24" O.C. °� ARCH DETAIL 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ i - WOOD w/ 0.148"x 3 1/4" @ 16" O.C. 3. CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE MIN. 4" EMBEDMENT AT 16" O.C. [F] 1 ����� 5�-��� SCALE: N.T.S. SS 12 JACK TRUSS PROVIDED BY / STRUCTURAL SOFFIT TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. C S FO 1 SCALE: 3/4" = V-0" FOR SOFFITS V-4" & GREATER INISH FLO QR (**) 2 x 8 BUCK - CONNECT TO BLOCK SECTION REV. 02.01.2021 BLOCKING REQUIRED, FOR SOFFITS LESS • ° • '� WITH 1/4" x 3 1/4" TAPCON 1 " 1/4MIN. ( B-B ROOF SHEATHING ATTACHED THAN V-4" MID BLOCKING NOT REQUIRED > . . : , ----- .rD „ EMBEDMENT INTO K.) �1/4 MAX 2, 0„ 8„ PER NAILING SCHEDULE ALL *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* ° >: ° o. s p 4 #5 BAR X ¢2 BLOCK HEADER �F SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON i V 1-0 ° b ° . '' CENTERED W/ 9 IN TOP 1 X 4 FURRING BLKG. &BUCK H2.NA w/ 10 2X6 TO 2X4 ( ) 8d NAILS 2 X 4 #2 SYP SCAB TO SIDE OF ' ° > KNOCKOUT / N TRUSS AS SHOWN FOR O.H. UP TO 2-6 - ° CHAIR BLOCK 8d NAILS @ 8 O.C. AT BUCK * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. ° PROVIDE 2 x 8 DIAG. BRACE BT 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) X O (2)10d NAILS @ 8 O.C. VFRyq� TO TRUSS TOP CHORD MONO FOOTING _ .o ° a SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF BUCKTAPCAT EA, SIDE BUCK 4' 12d NAILS + �FNOT PLYWOOD SHEATHING AND SECTION DETAILS -I BRACE EXCEEDS 24' - ( - (1) WITHIN JACK TRUSS PROVIDED BY + H LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 + CLEAN FILL 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. + + DIRT _z TO BE INSTALLED + BLOCKING AS BUILT UP PLWD. BUCK - "Of+ 4'-0" MAX SEE PLAN + + REQUIRED ° • ° STANDARD q o 90° HOOK i� SCRIBE (NOTCH) BACKSIDE 7/16 OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH TO SUPPORT TRUSS + #5 BAR IN TO FIT ARCH CONNECT W/ , „ NOTE: IF TRUSSES USED) W/ (2) #6 X 4Y2 WOOD SOFFIT + + FILLED CELL �� 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC �� SHED ROOF ENDS TO BE SCREWS @ 16 O.C. MAX. OR IF MASONRY + . _El INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL 4' MAX. RAD. GABLE ONLY, CORNERS WALL USE 2 1/4" X 3 1/2" TAPCONS AT 16" () 2X4 SYP r ®" EACH TRUSS �� �• °• �� �• �� '• �� �• ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. HIP. � STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL �( DESIGNED ONLY FOR THE SECTION @ ENTRY L CONNECTOR °� ° REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" = 1'-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH SEE LINTEL 7 SCALE: 3/4" = V-0" SCHED. GLASS BLOCK INSTALLATION NOTES ENTER SO IT NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. PRECAST LINTEL B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP SEE ELEVATION EXTENDS TO SILL. FOR OVER HANG EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR jj (MAX. 4'-0") D) SET LOWER COURSE OF BLOCK, MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWELEPDXY DRILL 3/4"x5" MIN. HOLE SET BAR IN C_ 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 SECTION @ ROOF EXTENSIONK�M CAP TO PREVENT LEAKAGE A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL SCALE: 3/4„ = 1-0" SS TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W,W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1} #5 BARS CONT. >- #5x6' EMBEDDED INTO EXISTING BOND BEAM PER ANCHOR E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL ) OCCURS TOP WITH MIN. 3" SEE SHEET D2 AND z Z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING COVER g'_0" SIMPSON HTT4 w/ (18)10d x 1 FLOOR PLAN FOR o v' SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 1/2" NAILS TO STUDS & 1 - () MORE INFO a M FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE COURSE) EXPANSION STRIP 5/8" DIA. ALL THREAD ROD u- O v NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL D °' p'♦--�� p -�--� —�- EPDXIED w/ SIMPSON "SET" w a A REINFORCING AS FOLLOWS: SEALANT = III—IT—T EPDXY MIN. 6" EMBEDMENT & 3"MIN. EDGE DISTANCE a a 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. o — I —� �I=�TI—�- k '� F- * PRESS PANEL REINFORCING INTO PLACE. — —I II—TC1 M #5x6 EMBEDDED INTO 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL I PANEL REINFORCING P 7 III Il�llr — — — — I I I e TI I Q cn N EXISTING FOOTING S G (2) #5x6 IN CONC. FILLED CELL SMOOTH. DO NO FURROW. . , _ - DRILL 3/4"x5" MIN. HOLE F PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT Q — III - GRADE � o. o I—TTi— SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE CV ° 'p REMAIN FREE OF MORTAR. NOTE:z_ \ `. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r g o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. MIN. 3" \ TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN a EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" = 1'-0" RETROFIT FOR MISSING MSTAM STRAP FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. SCALE: 3/4" = 1'-0" N Q N N CV M C� • ;'�; 50 3�3o PE's , •. n w cc ST. ; v QF T�zoo aY °§ ,r^. `* »emu"' �p ��• To the best of the wledge, 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, H W vE to�0_ 0 co N 0 LA N N LL 0 '00 ,n J 4s LL a tl! rn(Nr�3 In w LL a. 3 vi aL� 133z JLLLL _ �:2 0 �.—Nco d'I LIE. _j W - -M W Z L rn < < a N Cl) Z <— O U vvi ZC)U W ❑ ❑ ❑ z N M o Z o d 13 N M z a o � lL w � a O� w o V) �_ w U W J I! L U U o N O:f U) Y N ®0 M t oCD w M M �< J U_ c6 E C:)- C)oLL E w o so � > <� Z® V F— CIL z0 �¢ o< p E N np W o W. <o dZ it � 2 U) c �¢ O Y U �m mp of Z c� J a� QW �Z N 3 0¢ Z Q0 gas Q a NW a2 oa F� O F =3 O co V a, zla 'ate 0 3 Lo OCD m cu L � L0 > U O CV Q O C) I— O `i E T r o N C4 (� 00 N U-)O M N w M o cc 3 CV Z z C E O E ca d U _j Q p JOB NO: 21-4269 SCALE : AS NOTED SHEET NO. SS 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 (2) 12D NAILS —j AT 12" O.C. MAX .. L_,VU �,�,,,, ,,1� L� BEAM aC� RAISED ENTRY .v, CROSS BRACING DETAIL (TYP)ir-j-'�HIP/RIDGE BLOCKING DETAIL 2 MASONRY WALL 4 KNEEWALL @ ENTRY FRONT WALL 6 SCALE:NTS j SCALE: NTS SCALE: NTS SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS MAX & EACH END ALTERNATE .4. DIRECTION TYP. —� _---Z—WOOD TRUSS —J J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL - AT 8'-0" MAX TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. -n r . 1 nlnr/1T1/1I.1 - i i wI CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. TRUSS SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT PLAN SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD 2X4 BLOCKING TYP. BETWEEN TRUSSES TRUSS SECT. A -A %A 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) yl C. (2) 2x8 #2 SYP w; O.S.B. FLITCH PI TOP @ TRUSS E 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) 1Od 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) 1 Od 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) 1Old & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12)10d NAILS SIMPSON HUC410 w/ (14) L.SEE PLAN L. #2 SPF 48" O.C. W/ (4) CENTERED AT 16d INTO HEADER & (6) FOR CANT. 10d TOP & BOTTOM SPLIT TO TIE 10d INTO BEAM - SEE OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE (10) 8d NAILS INFO 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 o. * 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 1 Od COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT—/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES 2x4 #2 SPF BRACING 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END NAILS TO TRUSS BOTTOM CHORD ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. >EE TRUSS PLAN :OR CONNECTION NFORMATION. 'ARIES SEE PLAN 'OR WALL LOCATION MIN. 2x4 #2 SPF STUDS @ VA 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO OIL SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2x4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION @ ENTRY $ SCALE:NTS SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. & ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SCHEDULDE/ON PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT A SEE ROOF PLAN FSCALE: 3/4"=1'-O OR BEAM SIZE & " CONNECTION INFO. BM. SPLICE OVER CENTER OF POST I SEE PLAN FOR SIMPSON MTS18 w/ (14) —� 10d NAILS TYP. U.N.O. SEE PLAN FOR CANTILEVER IF SEE FLOOR PLAN FOR INDICATED COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) O CORNER 4 SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE:NTS 2x4 STUDS w/ SIMPSON SP1 w/ (10) 1 Od NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 1 Od NAILS OR SIMPSON MTS12 w/ (14) 1Od 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 22 SCALE:NTS ��j SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE 8d NAILS AT 4" O.C. SEE PLAN FOR VALLEY TRUSS INFO. �• MASONRY WALL BELOW: SIMPSON 44. HETA16 w/ (9) 1 Od x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN as (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 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED w/ (3) 10d 7—PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. • SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON • ZSEE LUS26-2 w/ (8) 16d NAILS TO FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) 1/2" X 4 1/2" LAG SCREWS ATTACH LAG SCREWS INTO END OF EACH FLOOR TRUSS, 24" O.C. MAX. (AT VERIFY WITH PLAN FOR LOCATION AND DIRECTION L BPARALLEL SEE 2/D2 FOR BLOCKING INFO) 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) 1 Od NAILS AT BASE & SIMPSON SP2 w/ (12) 1 Od 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/—' (2) 2x6 BLOCKING UNDER— FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE:NTS DETAILS &SECTIONS N O N N CV M O Fi�S:f�tR9 `�•_ 1 PE � N� ! � .� 0 '• To the best of the Engi 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. �E �ti O OM 8 N n 7t k ® (0 , 7 it LL W M _ ei v�rP'aEwa- -(No a. Y 0 C J W <q tq -.1 LL a 0 0 Z r@� So 1 W (6 Z LL a N Cl)z OfN O Q U O U Z W ❑❑❑ z N o o Z � N Q V) z c� o N O l!1 L.0 C w v W J 0 W -® C:,W C Jz M CID z Z o i J LA_ Q E wo a� zo ❑a cts (Q ¢� X V a UK OU 8 4 o E w� ¢ wz L ro U _ C o 0 Y NU m 0 a 0, zz N J m ¢ ¢w g z° Cn W z 2 U i o� 3 o 6, > ° a 0 O 2 = ` > LO CC Om 03 L � Q� LID o .rqr> ' Q C)Y C .2� CD E N T to O 00 N LO T 2 Lo rn M T E O a' o z z z E E O �' � m 1° a E o U a Q p a�i JOB NO: 21-4269 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 AT 4 SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF '' MASONRY WINDOW BUCK 4 2) SEALANT JOINT 5) SEALANT FROM r, INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISITIVE BARRIER TAPE (ABBEMBLED WINDOW ) HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure t resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape DO NO- BOTrO FLANGE ^' ^ "" WEATHER 1/E BARRIER & tARILY SECURE SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as ## in each detail that corresponds to the numbered items in the list of Instructions 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 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 JOI: UNDER DECKING (SEE DETAIL WP07) ED FLASHING 1 LASHING 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 KING SECTION -A (SEE DETAIL q SELF -ADHERED FLASHING -/ v 1 O 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING I "J EXTERIOR DOOR WITH DECK M 1 Lf1Jl IIIVV rL11J1111VV 2 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 V-4" PER PLAN SHOWER SEAT SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER Z 11. w O_ U) W U w w 0 U) DOOR ROUGH OPENING - 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 SELF -ADHERED FLASHING SUBFLOOR RIM JOIST 1� INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD 10 :LF-ADHERED FLASHING 4TCH IHERED FLASHING 1 2 4 5 PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0,6 cm : 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water 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 BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. 71 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 approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, 77 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 71 appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based �_ /� sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The Q individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING CEMT, FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER , Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE R703.4 Flashing.Approved metal flashing, vinyl flashing, self -adhered membranes and mechanical) attached flexible flashing shall be applied pp g' y g y g pp FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and RELEASE PAPER TO AD ESIVEASSHOWN)SE contraction, ASTMC1281, 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: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall �i finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings door be installed in the v 2 shall comply with AAMA 712. Flashing at exterior window and openings shall accordance with one or more of following: 5 1.1 The fenestration manufacturers installation and flashing instructions, or for applications not addressed in the fenestration 4 <> manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING INSIDE CORNER o n 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. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in gutters. 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 I� 1 ��,#_THIS, NATU DO Nt DRIP ACCE SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS �5 RAL FRAMING RAL SHEATHING SAF PLANE WRB =AK WRB 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 1.. lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal .. Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing 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 O N N N M 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. NC. W 'IT E � t- Q �00�* N N t? O m CD .= W N J * u, W d M to U)r-ra - W 0- °' a �Mv � JLLi_ Y aLUI 01A BRIO �.�p tV C0 - IY O J W ��mrn a a a Z_ LL LL ,n M Z a W rn O to N °" U� U) z W ❑❑❑ cN z O o Z MID N z � � Q n N ^ ' M z 9 0 C W o LU U 0-, -� O U') w o a--U) r6 U W � � `. m; E Oak U o N • Ly (n ® A r_ o co w co ¢ 0, z :? E 8 W o z < z® oa (o UO C6 O E X U ¢Q az° ¢o 'O U O� az N <om0 (p Vi _ C z Or O of z� m I 2 3 a 0< zz g° 4Z <� oz =3 5 �o C) O Co w¢ a= OU Z) ¢ 3 .`s O = > Ln OCD (D L � o L0 N �> a) Q Y O O CD 04 co C3� r O = N00 r .� CO M r O w C11 to o Z co Z E O m 0- E U � .0 Q p C _J JOB NO: 21-4269 SCALE : AS NOTED SHEET NO. W P Mounting Braic iiets 00 Gauges +1r:xex4-1t2ax2-1zw --� f YT stack Cross support (May be cut to W� Stye An1;tlor Schedule night Bracket (1 6 Gauge) Bolts 1 �'2" Ciia, ,d43i� Gala. rryl3.) a ,� 6 #14 Si ling 0raryp�F f4 $zre'ws -5/8" # A/C UNt'Bottom Edge • Htirricane Strap (Typical: in front) washerssFront Cross Support 5elf-Ucklrig Nuts (May be cut to w) Left Bracket (16 Gauge) #14 Self -Drilling Rr Thru Brackets 6 BackCross Support Into AIC Unit Bottom Side (Typical- 3 each side for hurricane use) v:41. rnerail at ea ardiurp rtir are jurrierelatel, with za it llnrrt"w k litam i 5.4 DibiloirlaguWiift oupon ttliti Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Resell orl 1521321 CC EMIty or Qase gee Cate Perulkw Cafe Type Vamlon Manufacturer Contact Metal,—&LJpetxse VeIWM.d 6Y validated Sttbmltt.d FBC Approve) AOorovoA Status Adoration 2020 Smad Will Products, Inc. Michael Graham Hermea F. Nore,b P.E. Locke Bgwden RE_ 12M&2020 1211GM020 12r2&12020 Approved Category: Structural Compehems f877,i 441-W66 PE-7377e (334) 300.1800 Subcategory: Pr.&u to IntroduCad:es s Rsa0 of hfp@s .mJJand. New Technology Compharrte Method; E-le'stion Report from,a Florida R,gl ened Architect our a Licensed Florida Praducrs Prof sslonai Engineer r 822dr8 Quality Assurance Approvad for Use Approvedfor Use Iona Design, S-R ProduEr Maael.Numbw or Name PrpduU Didicrarlan Contract Eareratlon Dzta in HVHZ Weida HVW Reeistanl Pro=sure 1 SmartVent Motlel#154P510 Dual Function Flood and Vantflelion Vend 121312020 Yes Yes NIA +100A100 2 6madVed Mosel#1540.51, Cual Function Flood and Ventilation Vent 12/312620 Yes Yes NIA +100A100 3 SrnedVent Model#154Q520 Insulated Flood Van[ 121312020 Yea Yas NIA +100A100 -0' SmartVent Mocal#154r 521 Insulated Fl.mlvant 12f312020 Yes Yes N/A t100L100 5 SmanVent Model#1540.524 16&quot; Gerage.Door Filed Vent 1213IW20 Yas Yes NIA NIA 6 SmadVent Model#1540-570 Wood Wag Insulated Flood Vent 12131M020 Yes Yes NIA +1001-100 7 SmanVent Model #154R574 14:5&qud; Garage Dom Flood Vent 12t312020 Yes Y. 141A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page .1`1 1n4r2621 code Erdltvw .. phi£ Oar- Dare Pending ate . Type Version Mamifacturar contact Endm.,A. Licenseyalldebad By Validated submitted roc Approval Alamm,oO status Revislon 2020 Drexel Metals. lac. Jeer. Shumate Zachary R. Free[ Looks Bpadan P.E. 08AOM20 OW09r2020 082MO20 10n3r2020 APproveo Category; Roofing (502)303-1511 PE-74021 (M41300-1800 ' Subcategory: Metal Rooang Ishumate®drexmet.mm Complignco Method: E-luet on Report from s Ror da Registered Arehited or a Licensed Florltla Professi'alal Engineer FWA118-R DuaRvAssurance Apbrovad for Use Approved for Use act Design sea # PrbtluM h4odal. Number or Name PreduN Deserlwal,' Contract F_xpiratton Date In HVHZ outside HVHZFreirrstaurt Pressure 1 IXexel Mdal RooMg Systems DMCI GONS DMC 15068, DMC 175S, DMC ZOOS, 12/312025 Yes No NfA 10b160 DMC5V Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 If 1n2M . code - 10 .Dei Date Data Policing te T a Version Manufacturer Canted Engineer & Lica ma Validated BY Val1tl et id Submitted FBC Agomval 4,--d Status R-lei- 2020 Therma-Tru Corporation Stave Jesperson Lyndon F. Schmidt, PE. Ryan J, King, P.E. DT23(2020 07112f2020 07292020 1 oil 32020 Approved Dome Category: Eximlor Dos (800) 843-7628 PE-43409 (815) 767-6558 subcategory: a." ping Exterior Dom Assemblies despite ,01hernmtru.ee Compliance Math od: Eva""'Report #oat a m Florida Reglelered Architect or a Licensed Florida Professional Engineer FL#204118�i Products _ Quillpi As9gratiee porosed for Use Approved A A Use e for U C f i Sea # Pfo lj Model Number our Name Product Descrintlia edntram EXdratign Dale III HVN,T. Outside HVHZ Resistant re 1 a. Thermo-Tru Rber-Clessicead Smooth -Star Nmnlnal6&1f39:8 &qud;ImpadBquoL Opaque 12nl2021 No Yes Yes NIA Composite Edge Floerglass Single Door (lnswmg/ awin0: X configuration) 2 b, Thence-Tru Finer -Classic and Smoom-Star Nomail6&#35:a&quotlmpad&quo)Opeque iml3 021 No Yes Yes NIA Ccmpaaite Edge Fiberglass Single Door with Sidelite(s) (m"Ingloutsvnng: XO. OX or OXO configurations) 3 c. Thermo-Tru Fmer-Classic and Smopin-Ster Nomnal 6&#39'8 &bud Impect&quol Opaque 121312021 No Yes Yes N/A Canposlts Edge Fiberglass Dou Ne Door akin or without Sideltes 41nswingiOulswirg XX or DXXO confpuratots) 4 d. Thanma-Tru Rber Classic and Smooth -Star Nominal 8&#390&quo Impact&q-t Op. qua 121312021 No Yes Yes NIA Composite Edge Fbarglass Single Door (In I,gVovt ring Xoonfigurallon) 5 e, Thermo -Tr, Fiber -Classic and Smooth -Star Nominal 8a#360&Wd, Irma-&quot Ops qua 12P312021 No Yes Yes N/A Composite Edge Fiberglass Single Door with Sldeilte(sl 0nsvmg70utswln0: XO. OX or OXO "Mguratirns) 6 LTha,-Tru Fiber-C-al, and Smooth -Star Ncmrel8&X35;08qud lmpad&quol; Opaque 12/31R021 No Yes Yes NIA Composite Edge Fklergl..a Double Do nth or vnth xit Sidelitas jln winglOulswing: XX or OXXO configurations) 7 g. Themie-Tru Fibsr-Cleasic and Smooth -Sian Nmninel 6&#39;8 &quctlmpact&q-t; Glazed 12M IZO21 No Yes Yea N/A ike Cott Edge Fiberglass Single Dom fir-ItigrOut-Ins X1.efig... Whir 8 h. Themie-Tru F[lb-Clesslc and Smooth -Stet Nominal 6&#3938Wdlmpad&quo)Glazed 12t3V2021 No Yes Yes N/A Cornpo:Re Edge Febarg)ass Single Do ,+kith Sidi (In-ingfOutswng XO OX or OXO eonrguranma) 9 L Therms -Tor Fiber -Classic and Smooth -Star Nwnhal 6&#35 8 &bud Impart&qum: Glazed 12/312021 No Yes Yes NIA Composte Edge Flacrglass Double Door YM u without Sldehtes Vnswin 4 Outsa>in . XX or OXXO ( g canfguratims) QualityAsearatace Approved for Use Approved for Use IM9MI Design. M&g Prgdud.Madal Numbs or Name Product Description Cer-InG Eroirahon Cale In HVNZ Outsldn HVHZ Resistant 12 L Tnemia-Tru Fiber-Clasas and Smooth -Star Nominal 89449"0&qudl pd8qud; Glazed. 123/2021 No Yea Yes WA Comps Te Edge Fineroe Douhle Door wiM or without Sidegtes emawinglrnitswing XX or OXXC o-figerafials) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page earl 1&2021 Oft Ento - ads we Date Probing Date b2g Version Manufacturer Contact 14ralin"r'A Llcerd. Widaleo av Validated Submitted lil Aopraval Approved status RmAston 2020 PGT lndutirks jeri. Roso-kl Miami -Dade Bc00-CER Mlaml-Dade SCCO-VAL 11/192020 1D261202o 1124/2020 Approved Category. Ezterlvr Doors (941 ) 48G-0100 (786) 315-259G Subcategory: Siding Ex term Door As-mbliea Jrcaowskl�ipgtindu.sliles.c Compliance Method. Ceralceti- Mark or -Listing one Fiil?s1.R33 Products OuaHty Assurance Approved for Use Approved for Us, Nnoao Design S-Y Product Modal Numberw Noma Product leasorfutlon [.'ordraet E ",anion Data. In HVHZ "Side NVHZ Resistant Pr�i it 1 SGD-5570 (Lerye Meals longed) Virryl.Slid'mg Glass Door 04114MV Yes Yes Yes WA ateg ry/Subicategory Man ui cl�rer Product Qescrip#ion JlA,pproval Nunn el r sj Ted Pressures Exp. Qate 1. EXTERIOR [BOORS IFL20461.1 A. SWINGING ThermaTru - Fiber -Classic and Smooth -Star NON IMPAC s�p + 7.t-�67.�? sit 1/1/i�1 ThermaTru Fiber -Classic and month -Star (IMPACT) FL 04 8 +67.0i-67.0 psf 12/31/2021 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL2 70 +80.01-80.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL1 5332.1 - FL15332.5 +40.-40.0 psf 12/31/20 4 PGT Series 5570 FL251.9 4/1412021 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (18: 7) FL8248.10 +30.01-33.5 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADGT Inc 507r707T727T747,land 847 Single- & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-60.0 psi' 10/8/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.01-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0I-60.0 psi' 4/3/2023 PGT Series 5520 FL243.5 NIA 4/3012025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL251..1 NIA 5/ a6/2025 E. OTHER 3e PANEL WALL James Hardie Building Prod. entp p g anp g Clank La Siding d HardiePlank La Siding- FL13192.1 - FL131922 A. SIDING 111 12/31/2023 B. SOFFITS Alside Solid and Vented So It FL15272.1 - FL15272.2 +75.0/-75.0 ps# 12/3112021 C. OTHER 4. ROOFING PRODUCTS Ae ASPHALT SHINGLES OAF 3 Tab, Dimensional FL10124.1 N/A 12/1612022 B. UNDERLAYMENTS Tamko 15Ib Felt Underiayment FL12328 NIA 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp.. Off Ridge Vents FL1+6918.1 - FL15918.4 N/A 9/9/2020 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA4 Exahust Vent FL17202.1 +97.5/-97.5 psi 12/10/2025 E. ROOFING III ES Borai Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 1=L7849r16-FL7849.20 N/A 12/3112025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONS1 DMC 150SST DMC 175Sr DMC 200S1 DMC 5V FL17579.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL1507+6.1 - FL15075.2 N/A 12/3112021 All American Shutters & Glass Galvanized Steel Storm Panels FL17859.1 NIA 12/31/2021 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS p Sim son Strong - Tie see chart B. TRUSS PLATES iTW Building Components Alpine Truce Plates - FL1999,1 FL19994 N/A 12/31 /2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A +6/3012021 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVLt PSL, LSL FL5527.1 - FL8527.5 N/A 3/31/2021 D. MATERIAL Cast -Crete Corp., High Strength Concrete Lintels FL158A N/A 5/21/20 2 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A 5/25/2024 r The products listed below did not demonstrate product approval at plan review. I understand that t the time of inspection of products, the tollowin information must be p p pp p a p p r g available to the inspector on the jobsite, 1 j copy of the product approval, 2) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.Pa1 f0 1"7 021 code E'itt or rot. rats Date Pendlna 09. Was. Version M da cfa tuner. CorrectEnalneer6 License Vandaled as Valttlatetl SUOmN1atl Fec Aoomral Aodved w Status RaJlsioh 2020 Th lan.Jru Corporation Steve Jaspms.n Lyn '.,F Schmidt, P.E. Ryan J. King; P.E. 0723/2b20 07112/2020 07252020 10113M20 Approved Category: Exterior Coors (8001843-7628 PE-43409 013) 767-8555 SubCategnry: ewinging Exterior Door -Assembles s)"P0raW@m8rm.tr... ComplterMa M.tbad: Evaluation Report fiom'a in Florida Registered .Arohr t or a Licensed Florida Proressexial Engineer OuWKYAssurance Aooroyed1gr Use Approved for Use Impact Desiart ,lguN Product III Number- or Nama Product Descrlietlon Contract Fxolratlan Date dHVHZ onside NVNZ It"Istatlt P_re"VSq 1 Fi r- < a. 7henna-Tru Ge Classi and 5maothSiar & o & of Opaque Nominal 6$#39,8 qu. Rnpad qu paq 12f312021 Yes Yes Yes NIA Compotlle Edge Fiberglass Single. Door (Ihswing1OUtswir1g; X configuranon) 2: o. Tm-a-7ru Fiber Classic and Sernaoth-stgr Nominal 8&#39,8 dqurd lmpacl8qud::Opaque. 1MI12021 Yes Y. Yea NIA Co mposhe Edge Fiberglass Smgte Door with 8ldellte(s) tinswmglQu(swing XO, OXor OXO configure) ono 3 c. Therma-Tnu Fiber -Classic end Smooth -Star Nominal 68#39:8 &qum;1mpad&quot Opaque 1MM021 Yes Yea Yes NIA Composte Edge Fiberglass Double Door wth or ,,h out sdeibs ;InslsirtglDutswting'. XX or OXXO Cal ng.hitimmil 4 It. Themla-Thu Fiber -Classic and Smooth -Star Narrhal 864SO.03qum Imi aet&quvi; Opaque iM12021 Yes Yes Yes NIA Composite Edge Rbeglass Slegle.Door (h5wingroutswnrg X,ccnlgurailnnb 5 e. Thitrib Tru Rger-Classicand smooth -Star NommN 8&#3a0&qu.al, meed&quot;.Opaque 120112021 Yes Yes Yes NIA Canposrte Edge Fiberglass Smgo Door with elddlle(s)tlon mg)OW-Irig XO. OX or OXO configurations) 6. L Therms-Tru Floer-Cfasslc and smooth-Ster Nominal 8801 BgUc IrhaaV&qud: Opaque 12/312021 Yes Yes Yes WA. Composite Edge Fiberglass Double Domwith or without adelitas (ind3ing/Outswing: XX our OXXD configurations) 7 FTherma-Tru Fiber -Classic and Smooth -Star Nominal 69#39,8&protktmaC&twot Glazed 121312021 Yes Yes Yes WA Composlte Edge Fiberglass Nrigie Door (hsYAng[C.tsn rig, X carlguratior) S h. Themba-Thu Filb-Classic and SmodhSYar Nominal 6811,39;6&get:Impe1Mquot: Gleted 12/312021 Yes Yes Yes WA. Composite Edge Fiberglass Single Door with Sidellhi,e) (1oaeino1Wawipg;$O,. OX or CXO coniiygrahone) B I, Thermo-Tru Rber-Clgssi..ed Smooth -Star Nanind 69#3g.8 &W t;Impestbquot: Glazed. 12f31202/ Yes Yes Yes NIA. Cmipnste Edge Resoles Double Dow with or without adlikes(1n ng1DutaoIng; XX or CXXO configurati 10 I, Thence-Tru Fiber-Clasdo and Sm-lh-Star Mori 8&#390 &prot; imped&quo} Glazed 12J312O21 Yes Yes Yes WA Composite Etlge Rlderglase s,role000r (hsMngfOufsairtg. 3Ecgrflguredon) 11 k. Therma-7ru Fber-Classic and Smooth -Star Nominal 8&#33b 8quatJmpact&quoL Ola--d IM12921 Yes Yes Yes NIA Composite Edge Rbergass Single Door with Sidenra(s) (Insaing"Outswing; XO, OXar OXO ecnfigumtionsl. 12 I. Therms -Thu Fiber -Classic and Smooth -Star Nominal 89#39p 8gUdlmpscaquot.GNZed IM112021 Yes 'Yes Yes NIA "Composite Edge Fiberglass Double Ooor tvitb or withoutSidoleas IlnsaimWOubeemil; XX or OXXO configurations) 13 m. Thatma-Tru Finer-Closel-rid Srnooth-star Nominal 6&#39;88iyrot lmppd6quot;: O pique 12/312021 Yes Yea Yes NfA Composite Edge Flbargiass Sldgle oporwith &quot;Nan-I,m..t&quot Sldelkefsl (h-in9/Outswing;XO;OXm OXO omfigursnons) 14 n. Therma-Tru Fiber -Classic and Smooh-Star Nominal 6&#39-;8.&quot;impa4&quo1: Opaque 1? Inoz1 Yes Yes Yes WA Composite Edge Fiberglass Double Dom arth &qu d:Nar Impact&goof Sideikes (InsWrig/00suing( OXXO:<ordiguesdon) 15 o. 74am -Trio Rber•Classloand Smooth -star Nominal 841#39,0 &quel;impaadquan opaque 12/312021 Yea Yea Yes NIA Composite Edge Fiberglass Single Door with 4uot:Nen-lMoAe%quot Sidelltet& (hsoing/Outswing. XO. OXorOXO contilons) 16 p. Thenne-Tru PlbenClassic end Smooth -Star Nominal a&#39 0 tAud impaet&quot, Opaque 123112021 Yes Yes Yes NIA. Campgdte Edge FiberglassDouble Domwim &q..t. rlmppd8:gdot SidJites 01 glOut-ing; DXXO cooliguneboni 17' q. 7hamta-TN Fiber-Classicand Smooth -Star N-Imil 6&#39;8&qud:Nm-Imp..Aqud; Opaque 12r312021 Yes Yes No WA C.'P09t. Etlge Fiberglass Singe Cow (hswng"C"A"KIT X ed"Iiguratcn) 18 r. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39'8 &goof N i paet&qud; Opaque 12/312021 Yea Yes No N/A Composite Edgo Rlbm9I s Single Dcorwith Sidelile(s) f namingttiusW,Ino;XO, OX or OXO configutatlonsl 15 sTherme-Tru Fidw-Classic and Suomi -Star NOlmmal6&#38,8 &quM.Ngn-tlnpaCt&quot,OpaquE 12i3112021 Yes Yes No WA: Car4ronle Edge Fiberglass Double Door with or with out Slddkas (Ins»1ng10uts.'+Ing: XX or OXXO ccOfiguratlons7 20 i. Therma•Tru Ffber-Classu and Smooth -:nor Nainlnei 6&#38,O BIquot,Ncn impect&quct; Opaque 12/512021 Yes Yas No WA Composite. Edge Fiberglass Single Cow (InswingNutsu ig: X configuration) 21 a. Therma-Tru Flyer-Classl c and Sm ocm Star MOmm al 8&#39 O&quat;Nm,IdWct&quo; Cpaque 12/31/2021 Yes Yes No NIA "Cmpos@e Edge Fibergiess Slagle Door with Sldelltaei itmr.rglCut 1ng: XO, OX or OX0 <dtflguratlbn9) 22 v Therma-Tru Fiber Classle and GmoalM1-Star Ndnina1881Y39:0 BquoS,Non-Impedt&bud; Opaque 121312021 Yea Yes No WA,. Cbmpoaha Edge Fiberglass Double Door with or Without Sldalitm (insNing/O t wing: XX w OXXO configurational 23 w.Therms-Tar FIller-Classic and Smooth -Star Ncmlhd 68439.8&qudNon-Impact&bud; Glazed 121312C21 Yes Yes No WA. Composite Edge Flbergiz Sngle.Door Insaing(Outsw'iW X co liguradon) 24 x. Therma-7ru Fiber -Classic and Smooth -Star Nominal 68#39;8'BcpaC:Non-Impact&bud; Gazed 12/312021 Yes Yes No NIA Canposde Edge. Flhergiass Single.Doorwkh Siddxe(sl (InswlFigtOdswing:.XO, OX or OXO conng"almai 28 y.Thermo-Tru Froer-Classic and Smobih-Star Nominal 68#33;41..8:quol Not-Impact&qua; Glazed 12/312021 Yes Yes No WA Campomte EdgaFibarglaae Double Oomwfthm with out Sldel9as SlnsringfOulswing: XXor GXXG comilg iratidta] 26 z. Tharma-Tru Fiber -Classic and Smooth -Star Nominal 86#39A &qu9t,14on-Impact&quo; Glazed 121312G21 Yas Yes No WA Composite Edge Fiberglass Dingle -Door (InAf9ng10u1saina, X ecnlgurebon) 27 mThe4ma-Tru Fber-Classic and Smooh-Star Nominal 8$#3908ggot that-Impact&quo: Glazed in 121312021 Yas Yes No WA Composite Edge Fibwgbass Slnpe Doorwilh ada lbws) ilnsuhgtJutswing: XO, OXor OXO cmfiNnations) 28 2b.Therms-7ru Fiber-Classioiend Smooth -Star Nwitlnal.&8#39:0&qu1:NoR_ImPsct&qud:GlB2gd 1213112021 Yes Yes No NIA Canpoa4e Edgefibergl as Double Do rim or without Side %. iln-ingl"t-Ing; XX m OXXO caifigumtione) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail gage 1 W 2 1rsr2621 Sr9.ds E tiny our Dal. Data Date padding ¢pg Ty Version Mahtrfaeurer Contact Endnea Ltcansa. VaNdared av Valklat.d Submitted rBC Apororal Approved staus Reelsion 2020 Therma-Tor Cooperation Stave J..perspn Lyndon F, :Schmidt, P.E. Ryon.J. King, P. E 1011312020 07112f2D20 D7PW2020 IMM020 Append Category: r,dmim Dome (800)'843-7628. PE-43409 tat 33767-6355 subCetagary- Swinging RAend Dew Ass. bees slaspersonatharma" co compliance Method-- Evafuanol Report @ion a m Florida Registered Architect or.. Licensed Florida Professional Enghaer �EL>�s.L�ii'ProdaLrc OuallN assurance Ap rgWdrnr Us. Arsiavad for Use J®ggE( Res a" Seep P roduct Mddei Number or Nam. P rgtluct Des dtaidgn tdrdrabt ExomaNtm oa[a �t � outside NVNZ I p(g>�ylZq 1 a Thelma-7ru Fiber-6lassly andsmooth-Star Nominal 68#39'a 8-d"O Non-ImpachigUotOpaque 121312021 NO Yes No NIA Composite Edge Fiberglass Single Door (dsa1ng10utaeIn9Xconfiguration) Florida Department of Business & Professional Regulation Building Codes and -Standards Product Approval Application Detail Page 1 d 2 1 f32021 920 Entav our [We Rats Dato P.ndinc Data 7YJ24 Version Manaraearrer 4brdad Ennl-.4% License Validated By validated Submitted 73C Moroval Mowed status 2 IReysion 20 0 MI Windows and Doors ®'ant stinger Luis Roberto Lomas ngu Steven M. lMeh, PE 1 0NB7202p 1 10 020? 0l082020 71 0 1 2t15/2020 Approrod Category! Extend Doe's (717) 365-3300 PE-62518 (717) 317-6454 Subcategory: Sliding Exterior Door Asaembeas b0lhgaromwel-cam Cpmpllmree Method/: a aluatim Report from a: Florida Registered A ehlteot me Licensed Florida Profess cn I Engineer Qaalitir Assurance AnweV9d For Us. Ahtar-ad for Us. Ion Debt Dieslan Sues Protluct Madan. Mimher our Nema product Dersedtdion Contract Exoirahon Dale In HVHZ outside KV142 Redstart Pressure i 9ERIEG420 ALUMINUMSr3D SERIES 420 ALUMINUM SOD OXO 12/312024 No Yes No NIA - 145.3/4&quotx80&quot: NON -REINFORCED 2 SERIES 420ALUMINUM SGO SERIES 420ALUMINUMSOD OX. XO,XX 12012024 No Yes No NIA 96&pd;x Sa&dud; NON -REINFORCED 3 SERIES 420ALUMMUM SGO REINFORGEC' SERIES 420 ALUMINUM 5G0 REINFORCED OXO. 1MIna24 No Yes No NIA 145.31¢&qudXSa&qud; 4 SERIES 420 ALUMINU M SOD REINFORCED: SERIES 420ALUMINUM SOD REINFORCED OX 123112024 No Yes No NA XO; XX98&quot.x966quot; 5 SERIr$ 420ALLJMINUM SGO REINFORCED SERIES420 ALUMNUM SGD REINFORCED XXX 12312024 No Yes No N7A - 143&quot:x98&yp0; Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page l a 2 11912021 Code Entire or We ate Oita Ranrffne 2g In"I", Vetslon ManOraix red contact Efmineer $License Validated av Submitted FBC Approval Moroued status Rovisien 2020 Wayne-Oalton, a division ofOverhead Door Dwayne K-Nh John E. Scales Jeffrey P. Arneson, PE. iDel 22020 092912020 10232020 12115/2020 Approved Corporation (33 0) 763-8121 PE-51737 (9g4)321-5200 category: Exterior odors dkomishQwayne-daiton:c Subcategory-. SetRimal Exterior Dow Assemblies' om Campllance Mathod: Evaluation Report from a Florida Registered Architect or a Licensed Florida Pt4&R20Ptodudfi Professional Engineer Ouallty Assurance A-,d far the Approved for Use qn Dad Des and Sea# Product Mode1.11udrbsr.or Name Product Descfiubmi CorxraU Exmratlon Date In HVHZ Outside HVHZ Resistant PrggSure 3 80 /810018200.4, 105 9039: Max width. 14&#39: Max. height. Glazing 121312023 No Yes Yes +31.00F35.00 eyeflable in top )oril feimediate s rdion, 10 8000l810014200 #1123 10&#39: Max width-99039i Max he" ht. elading 121312OZ3 No Yes Yes +3q,00F33.50 avallable In top w mtegnedlate. sactlon, U N C_ t/) N ca > O -`� }, U =3 -6 v Q O o CU (Q Q f60-0 to 0^' O O O W O �0 LL O > .� Cn C C N O CU 0 .- Vl 0- Q z z W J E z co O CL O 0_ 111 L v O W U m =:3 Q O L W C_ Q W z Z Q -1 SHEET NO. PA 1.0. 1_7-17 1 11111 - h k a 4 Florida Deportment of Business & Professional Regulation Pagel at Building Codes and Standards s 20z1 Product Approval Application Detail Code e. .Entity, or "a Date .Date Pending ate TVQa version ManpfaCluY4Y Contact Enoidd&Licansa Validated LN Validated.. Submitted .FBC Aporoyai -Apyraved awn Reyslon 2020 Cuddles Qlislcri of AADG..1n TOM Ratta y ULLLC Troy Bishop. P.E. 1211(2020 1zv 12020 4221r2a20 Approre+t Category: Ektenor Doors (841)494-2S13 i954)547-0880 Subcategory, Exterior Door Canpenalts Ian.raUayQ7asseehloy.co Compliance Method: Certi(kelion Mart cr Listing m .F14144617-R/ Products Quality Assuranoe Aidon,"dfgr Use Approved for Use hltoel 00410i1 922A Product Model. Numher or Name P,duet Dscription Contract Expiration Nit in HVRZ Outside NVNZ aidrt Pressure 1 607. 747, 727, 747 757: 777 and 84r SligW and Pairs of Flu sM1 Glared, and Louvered single'add pairs of lZ5412025 Yes Yes 'Yes WA Doors hollan rrietai doors. Florida Departmentaf Business & Professional Regulation Building Codes and Standards ProductApproval Application Detail Pepsi 02 1r5=21 Code entity n or Del- Date Dale Pori iDate T'.. Varsmin Manufacturer Contact Eliging.&LI...so Valldared Hi Validated Submitted FBCAooroval Aporaved AU19 Ra�si 2020 MI Whilows and Doors arom SitAnger Amgdpon Archho lural Steven M. union, PE 1122r20211 1122/2020 1/)282020 Approved Category: Whtdows (717)365-3300 Manufacturers Association (717)317-8454 sup Category: Fisted hsPoinger�mprrtl.com complied- Method: Certif-6- Mars or Listing a PL... ._.. �f .. SggA ProductNlodal, Number or Name Product Descrlpllon Quany Assurance An tvA Ya veNfnr Lse: Annroved inn Use �..stion r Contrast 5xolratan Dale ut HVXL outside HVHZ sDgat Daetav Resistantre 1 185 PM 73 x..721..ulisted Glass 04/032023 No Yes No .60/-60 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail PagoIorl 1/612021 - code- entinror jai WA Pending WData EM Tvoe Version Manufacturer Correct Endneerati.amia Velldalad By Validated sularnithial FBC Aooraval Aporeyed status R.,A,W 2020 James. Handle BUlkbg. Product.. Inc. Chad cisocks V: Andrew Tan .John Southard, RE, 01/0.512021 12/142020 01,13612021 dog FBC Appi Category: Panel Walla (909)545-8359 PE61662 i352)367.2526 - subeategory. Sidng chad.dlemks�srosherd Compliance Method: Evaluatldl Report from a e.corn Flodda Registered Archkatt or a Licenses Florida Praresslanal Engineer Fi1r135gY.Ra'ProtoWs Quality Assurance Approval for Use Approved for Use I' Design Sea k Product Model Number W Name Product Descrmtbn Contract Exoiration Date In HVHZ Outside ell Re ant Pressure 1 CemFork Lap Siding rber-cement lap siding 12)3112g23 Yes Yes NIA WA 2 Hardktalank Lep Siding 3b-ornnt lopsiding 1213MO23 Yas Yes NIA NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paget a2 il5dml Colk- _ Entry Pate Rending we Typ Version Manufacturer Contact Engineer& License Validated W VelldoW Submitted FBC Aooroval Anarovad °.flatus Ro. i n 2020 MI:Ndm'v.s- and doo Brant SIIoge. AmericanA.I' hltecturat SevenM. Urh PE 111.17)2D20 11117J2020 112112620 ApPra+9d Category: W rido'ws 4717)3G&3300 Manufacturers Association iT17)317-$454 subcffiegaM-Single Hung P.Hrigangnwo.ourn Conpliarme Method; Cardilcation Mark or Listing Asses far Usa for Use Boston .Seek PrOdUcfMdel. Number oc.Name Quality Product DeseHMlon ComractExWratlon Date Approved Amrdyed Outsf a HWZ HVHZ d H) Z broad ie a Pressure a 2 165 SH 52x72 Fin/Flang@ Frank IGISG Single Hung 10/082023 Na Yes No-601.60 Laminated Glass. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paget at lW021 (l BAIN or Data jig Us Penoino note T_yg@ Verslan Manufacturer Contact Print,- & 1.1c.- Y Ird� Validated. Submitted FBfi Ad,-,] Annrdeed Status. Afinn ion 2020 PGTindustrias Jots R.-Ii Mani BCCD-CER- W-1-Dade RCCO-VAL 11A152D20 I1r0512020 will= Approved - Category: Wind- (941)486-0100 (786)315-2590 6u1dCategary: Flrad yotowskllitpgWiduelries.c Complieras Method: Cardficafloa Mark or Listing am FLa243.R2A.Raduett • :-. - - „ ... Qua111y Asses Aaoroved for Use Anon -al for Us, Impact Detrain .5 an' Product M Ntabor e Rodt.Desridin DAL- In _outside HVH ant Resistant pus- 5 PW-5520 (Large Missile Impact) MnA Fxed'Winda'k 04f302025 Yee Yes Yes NIA Florida Department of Business & Professional Regulation P.D.Toft Building Codes and Standards Il6ro2l Product Approval Application Detail Coale Emava 2ft Date Date Peter Me T R verelan Manufacturer contact. Enolnoor& Lmorrso Validated ay vandal Submitted FBC Aooroval Avertl Statue Revision 2020 All Nick Thompson Lynda F. Schmidt, P.E. Ryan J. King, P.E. 1OJ26/2020 1026 QM 11/022020 12I15M20 Approved Category: Panel Wells (330) 922-2388 PE-43405 (613)]61.8555 SubCatergory: Sons nthompsm�elsfae.ctxn Compliance Method: Evaluation Report from a Florida RCgistered Achlivat dra Licensed Rodd. Professional Engineer fleir'i3272.Ra - - - Quallty Assurance Approved for Use Aparored for use, Indpost Design sea Product All Number or Name Product Descrilill Contrast Exolref-OA Dee InHVHZ outside XYNZ IteslstaH Pressure 1 . t pd:2T&qud; Solt Vent or Solid Vinyl Soft 12l3112021 No Yes No N/A 2 b. 8quot:Alliance 748quo1: SdM Vent or Sold Mnyi Sit 121342021 No Yes No N/A Florida Department of Business & Professional Regulation Pagel oft Building Codes and Standards +62D21 Product Approval Application Detail FBk& Entity or 21111 2dg Date Pendhm Data ]Vp(: version Manufacturer Cont get Enflirl a License Validated By Laltdated submitted FBC'Aodroval Approved status Aftlrmatran 2020 PGT Industries Jams am!-Bede'8 0-CE J s R000askl MI m CC R MiamPrSade'BCCO-VAL1110511420 111052D20 .1 1!V2020 r 1 App Quad category: Wridesve (9417486-0100 (760)315-2590 subcategprY: Single Hung lrosoorold@pgtirrdustr-0 CompilemaMalhod: CerMwdoo Mar cr listing an fLiF'rui&-R Pr7e� odrwts i - � . Quality Assurance Anarayadroo Use. Ammoad for Use tire ... I glSl9D $ec a Product Modol. Number or Name Product Description Contract Expirationban, In HVHZ outside HVHi i3trigtaLtt; Pressure 2 S145500 t; large settle Impact) Vinyl single Hung Wrid- 07J302025•, Yes Yes Yes Ni Florida Department of Business & Professional Regulation Page i &I Building Codes and .Standards 1 d312021 Product Approval Application Detail ca& Entea ar. $gat Mttg Bata Plabdino so TY83 Veston Manuraitu er CorttaM Enalneer& us.... Validated ev validated submitted FBC Aao oval As Mel Status ReHeion 2020 MI Wtnoa•.re:and Doors "t Lu La:ri E Brent al it a R on . P agar Steven .Lllch PE401191202612i502020 e M r t0A7B2020 1 OB12D?0 0r ,._ 'tared APP Category- Windows (717) 365-3300 PE-62514 (717)317-8454 subcategory: Will- bsifiingeremiwd.00m Compliance. Method: Evaluation Report from a Florida nF9 iatti Architect ore Licensed Florida Prdessianal Engineer rA GPredy ,�1 ieiL_ f - Quality,ASAuraneo Abordwdfd'L14, Approved for Use Imoaat Van]- a- A Product Model flubb er or Name Product Description contract Expraion Data In HVHZ Outside HVHZ Rotktald Pre -urn 2 5764 Vertical Aluminum Mullion 1261112024 No Yes Yes N/A Florida Department of Business & Professional Regulation Poo.;I orz Building Codes and Standards 102021 Product Approval Application Detail %3dt4 Entity or ,Date ate Date -Fending Il Type VorWwt Mahurraid tar ,Contact Etmnesr& Llcenea Vaidated By Validated Submitted FBC-:Adtiroyal Approved Status. Revision 2020 GAF Mlchael Vieth Robert Nleminen Jahn W. Knezevii'n, PE 0526f=J 092IM20 1WW020 17fi&2020 Approved Category: Roofing 180 %76fi3441 PE-59166 (954) 772-6224 Subcategory: Asphalt Shing eS. motet®gaf:com c"Hann Method: Evefustion Report from a Florida RC6 dared AYChlteaf or a Licensed Florida Profetaoaal Engineer F I irahZAtem 1; - PiowCts. - - - - - Quality Assurance Approved torus. Approved for Use know Deakin Sense Prodnet Mod.L Number or Name Producti)-ilaron Contract ExWration Date an HVHZ Outside HVHZ Resistant Pressure 1 GAF Asphalt Roof Shingles Fiberglass reinforced 3-tab. laminated, Slab and 1ZMW022 No Yes NIA NIA hlpi asphalt shingles Florida Department of Business & Professional Regulation Paget of Building Codes and Standards W021 Product Approval Application Detail cost€ Entity or owe Dale dare Pending ft. Vesmn Manrameture,. CnC Matt. Enornaar8 Licansa Validated By WildatPq Submitted FAQ Avid-1 A-k-ild Shlus Revision 2020 MI WMdexr5and Door9 Brent Sithnger American Architectural 10 020 Steven M. Uilch, PE 1010e12020 10$+2. 1W192020 1'PP roved Category: Windows. (717)3SI-3300 Maldiii:urers A.-Ifion f717)317-8454 94bCategory: HcrID=al Sutler bsihingarP_mired- CompRance Method: Codification Matt cr Listing 11kr5334-AS Products -- -; onalltr Assurane! Approwdfor Use Approved for Us. limped Design Saga Product Mader. Numher or Name Product Dosi di Contract Emiration Date. in HVHZ Ouinim, HVNZ Resistant Pressure i HS 186 Fln add Range Frame. 73.621nsulatad Gin. 02JiW024 N'o. Yes. No +55f-55 Florida DepartmoM of Business & Professional Regulation Page I of I Building Codes and Standards IM12021 Product Approval Application Detail Code Entmo nr gay ,as Data Pie din. _ pig a. VeYslon Manufacturer Contact Eitalneer&License VWidatod. ev Validated Submitted F13CApproyal Approved Status Anamatlon 2D20 PGT Industries Jens R-WSN Miami-0ade ECCO -CER Mi-kDade BCCD-VAL 1IJ05RD20 111059020 11/11/2020 Approved Category Winds- (9417486-0100 (786)315-2590 SubCWaggrY. Mullions jr.-ItligipgtlndusMes.c Compliance Mathotl: CerdAeamian Mark or Listing an F -LN23i-FF33PfnAuc[s ,. + - ^ Quality Asswance Agp-drar Use Aoorovad for Use t PlStgL saki & Product Model. Number or Name Product Deserlotlon Contract ekorration Daze In HVHZ .Outside HVHZ lit"Istant Pressure 1 Wrions for All Doors and Windows A.iuminum Mukr as 05f2620213. Yes Yea Yes NIA Florida Department of Business & Professional Regulation Pagel aft Building Codes and Standards unp21 Product Approval Application Detail ' code entity or, ice.@ te Date pangina M IrBP Vor'sion Mamrfaet.- a� Enamaer& Licanaa Vaidated Sy Validated Submitted FBC Aooroval Aooravad first" Revision -2020 TAMKO Building Products LLC Karl Eden Robert Nioniinen .John W. Knessevlch, PE 10/042020 09292020 10i122U20 Iyl E2020 Approved Category: Rooang (417)524.OW PE5BI56 (954)772.6224 Sub Category: Underlayments kanl_edenQtamko,scrn Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florlda. Professional Engineer ' ' LFP PA.dbg Produtda ., :,' dustily Aseurasae I Aporovedfor use Approved for Use e ac 9 _31&] Seale Producr Model. Nsanber or NAM Product Descdpdsn Contract Exoiragd) Daa titHVHZ outside HVHZ Resistant Pressure 1 TAMKO Roof Undodayments(HVHZ) Rod undedaymems far use in FBC HVHZ lW0021 Yes No NIA NIA junatkctions. 2 TAMKO Roof Undedyrn-ta(NOWHVHZ) Rod undedaymentsfor J"In F80 don-HVf4 10/16202f No Yes WA WA j.d.didloes, a--r N N to Ca N a--e U N Q rL O M U -F-a ^ to O O ft� W 0 �. '^ vJ Al VJ / �rPt► � O ^ /yV/�� E Z Z W J Florida Department of Business & Professional Rogulatlon Building Codes and Standards Pep I d1 182021 Florlda Department of Business & Professional Regulation Building Codes and Standards Peg: i at 1021321 Florida Department of Business & Professional Regulation Building Codes and Standards page I of lr1=21. Florida Department of Business & Professional Regulation Building Codes and Standards P.O.i or V7=21 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail cz Cod. Entity or RM 2" Data Pending wo TV-- Venlon Manufacturer Contact Enofrleer&License Validated By validated submitted FBCAgoreval A -rived status. - - Revision 2020 L,V,-7homRson, Inc. ripe Thompson Architectural Tony Cnnstman Zachary R. Priest Steven M. Ur1ch, PE 09/17202D O911H2O20 09222020 12i15y2020 Approved Mat.is Company(TAW01 (e13)248-3456 PE-74021 (717)31?-6454 category: Roofing tcnyo-gomelakodmgcom Subcategory: Roofing Accessorles that are as Integral Part afth. Roofing System 9291 EMIN or ,sett oats ,tea Pori ,1141 TWO Verslwl Manufacturer Contact Engineer a License Validated By Validated Submitted FBCApproval Approved Stailus -- Rewoan 2020 FloridaaMetal Products Inc. clerk Jones James L. Bucker, P:E� Steven M. Vrld1,.PE 09272020 Q925/2020 19AM2,020 12I1612020 Approycd Category: Roofing (904)783-WO CBUCKEnglieering (717)317-6454 SubCallocci. Reeling Accessories that are an clalQflamoo,com PE-31242 Integral Panofthe Roving System Compliance Method: Evauoton Report from a die I lY0PAO 20 We isen iria We rygg verill- Manufacturer Contact. ordinate: &.License Validated ay Validated submitted Far Adomval Adian"d Status mi r h PE 02 BC -, Rewswn 2020 Lamnca Katrina Jeliry lentos L Buckner, P.E. Steven M. U Ic , 1123/2020 11232020 11292 D ding F Appr Catagruy: Roving (501)983-6163 PE-31242 (7171317-8454 SubCategaM Roofing A.ostoor(es that ant an Integral partofthe Rooflng System Camplianc.aMethod: Eviii-ii- Repod.om o CCodt all or gate Dal. at, Pending 0.11. T­ Verelon Manufacturer Contact Engineer& Liters, Vadrdated By Validated!r�bmiked FBC Adoroval A-vila Status Seal R6ofin Anderson Robin IAPMO.Uniform Evaluation Gary"W. Walker 11Xr32020 1410?I2020 11ID512020 Appramd ReMwan 2020 , g Category: Reeling (801)380^6091 .Services LLC: (205)354-11W SubCategary: Roofing Tilts RobinAaderson@barel.eo Compllonce.Method: 12-I.W. Report from. in Product Evaluation Evilly Compliance Method: Evaluation Repom frore a Florida Registered Architect or. Licensed Florida Florida Registered ArGhltadaia Licensed Florida Professional Engineer Florida.ReglstersdArchlteotor a; beaked Florida Prdeeslonal Engineer ,. . , - , - Professional Engineer , , .. , , ;-: - .',::. t• .; ' ; ':. -_ , , '.,', : - `: '" , , QuaIIN Asaul'anee. Anoroved for Use AnproVed for Use Ippgt[ Osten Pt1NB3f&RT soh.# I 2 3 products - Product Model. Number prMame 7AMCO Plat Top elf-Rldge Vent%,On eame for The TAMCO Gooseneck vent TAMCO Off -Ridge Roo( Ventwith sa Ne - - Qualthy Assurance Product Desaidtan contract Expiration Data 26 go. static ronfvemilator sMIN name oe/o02o26 28 ga: 09/092028 28 ga. static ro0vantletor with integrated baffle OWO.12026 Aporovedfor Use Apnrmll In flVfJZ No Yes for Use Dutsite HVNZ yes Yea yes jgWg& Resistant WA NA Design N/A .0/-52.5 N/A La21$s1 i!Fla&ats-:' S." 3 _.... Pr.. uct Modal Number or Name 3-FLAMCO&gao1;RV 10 Ridge Vent&quot; .:t -- Quality Assurance Product [),-Hutton Contract Earoodlart Dot. Alurnlnum Ridge VsMsfapdched roefsrebridead 121312024' from 0,32V AJI-hum Approved for Use In HVHZ No AD.YdVed for Use Outolda HVHZ Yes una8a Resilifartl We - Design Pressure NIA FL#f72tl2 RS'ergclmtc Sea # 1 Product MadW. Number.1 Name Deck-Air"-DA-4 or TRI-Bunt Beck-ArDA4 -.. Quality Assurance Product aescrobi Carried Exoir Lion Dale Low Prdge, Pal kne Plastic Rod V.nt 121102025 MeohantcallyAttacrolt dto Pymood Dedt Atmreved for Use in HVNZ No ApproVe(Ifar lJse outside HyHZ Yes 4nDact gollst.int No -' Qgalg6 Pressure +97:5197.5 ifi- 17 16' 19' 2D 27 product Model.Nnanheror.Nanw Sway -Shake, 6latc, Country.Slata; Split Old English Thatch damp; roped Swany(f00-Slate. Shake&amp; Split Shake Saxony 600-State, Shake&amp Split Shake Saxony 700 Shake, Slat. tamp, Split Shake 5axoay 700- Shake Slete&smp' Solis Shake Toles Espana l Barcelma ProdudDesenoNwt Contract ExoirWlon Data Flat Profile -Denver, CO 127312020 Flat Profile- Stockton, CA 121312020 Flat Profile - RIallo, CA 121312020 Flat Profile - Stockton, CA 12I31=1) Flat ProAl.-Rlelt., CA 21312020 High PraAre Katy TX 12/3t MEd t ihHVXZ No No No No No Nd DulWde HVNZ Yes Yes Yes Yes Yes Yes ed�siaM. R N/A WA NIA NIA N/A NIA I'r_ NIA WA NIA N/A NtA NIA 4 TAMCO Round Top Off-Rldga Vai+.yith BaIDe for Ttle 26 One. static rootventiiator with b.M. 091092026 Yes Yes NIA NIA 28 villa Low Profile- Katy. TX 12131QQ20 No Yes NIA PUA O M Florida Department of Business & Professional Regulation Building Codes and Standards Page 1 of 1 ln2Wl Florida Department of Business & Professional Regulation Building Codes and Standards panel 01 ir12021 Florlda Department of Business & Professional Regulation Building Codes and Standards Page 1 or i 11172021 Florida Department of Business & Professional Regulation Building Codes and Standards P.D.i or 1172021 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail TVD QMEntity, ion Manufact0rer dr Contact Enalreer& License Validated tar .Q,gf,[ 8ffi4 Widow Submitted tit, Pendlno M Aopi aai Approved s alk code TV- Version Manufacturer Infily or C "W lio.M. r&Lioensa. Validated By .Owe 944 Vandatod Submitted Date Pendtna FBCAooroval ,fig.. Aotedl Status �gQ1 7Yne Version DOWUNCIVrer Win, ar Contact tamineer A License Validated W 29, 91111 Validated Submitted Oats Porous, FSC Approval pate Approved Status Typo coda Version Manufacturer Entim or ConlaU Engineer&:Lieeme. Validated so 21I111 Da18 Validated Suldiril ow Pand;n, FBGAoomval sits Aaorovad Steins I - Revision 2020 Cabuj Pr Shuon Products, LLC. category; Shutters stibcategti Storm Panes Compliance Method: EvelUWion Report from a Florida Registered Architect or a Licensed Pierce Professional Engineer TmRd9-754 Witter-416 Tlfit Jr., P. E. (John954 W.Kne2earich, PE (9547689-7545 PE-44167 (954)772-6224 D9ro812020 09X782020 i0)012020 12/1512020 Approved Revision 2020 Aatiort ncan Shutters and Glass Gat@gory: ShudOrs Subcategory: Storm Panes Camplaxi Method! Evaluaron Report from a Florid 3e9istered Archda d ore Licensed Florida Professional Engineer (Mike581)712- ri Frank4650 artla RE Troy Bishop, P.E. (581)712-9882- PEIm46549 t9541r847-0880 ritaom 1028I2020 10f15/2020 11I0?i2020 17J152020 Approve d ROMslon 2420 , - - 'PLiN990467PrudpOrs Alpine Category: StrdcturalCwrtponerxa Truss, Plates ComabenesMthod; Evaluated Repot from a Product EWIQ eon Entity -. - �, - r ', ���� - m,,.. Stuart L-ls ICC Evaluation Sko A e, LLC :Wf ern M. Rankri PE (321)710.3377 (4g7)6$1-1917 skwls@alpinatm.Com -. , ,. :, ,., . . - -. ' - „�`+`;. _:".:' i D14112020 19r22J2020 - _ 11K$2020 :�,�:: i1P)SI2020 - .. App raid , , Revision 2020 Cortmereial Concrete Prductsda Category: StrueturalCmlpanents Subcstagoir: Products IMroducaa as a Result of Nees Teahmolagy Comphanea method: EvaluWtan Repot from a Flodda Regatered'Archltoi Uanmd Flodda Professlonel Engineer - Rd art Gluts Semi A GreeMerg John Hoy (81 3)859-3r-07 PE-34245 (352)588-5311 oreeasgala@yahao.corrl 12n6)2020 12/1612020 12r292020 dog FBC Awn P[Ak1S073.R6.p - .ducts' F - - iM9:1 OUWIN Assuan.# Aoove rnd far Usa Aoproyad PorUse f n :'. :; PLfHand:Produdxg=-.,... �`€P # $.O 1 Product Model. Numberor Name 20 Gage GalVanlzetl 5teet9orrn PaneISIHVFIZ OUWiN Assurance Rotkhd Desttldon Contract Exdration axle Corru gated Galvanlzed5teel Storm Panels retained 12/31f2021 or not by tracks to provide hurricane protection. Appoved far Uae ! Yes Approved far Usa. Oidside HVHL Yes eel a assistant Yet • E9519L Preswre. NIA S --P+g-fF 1 Prpdu¢SModel. Numhmpr Name 24ga Galvanized Steal Stmri Panels soar mr Assurance _ Product Destrbflan Cantretl Expiration; Data 24gaGalvanizetl Stall Storm RaneJs 12/31202i Avo<pretl for use Aoornvetl 1n HVHZ Yes for Use outside HVHZ °fes R 11q,��r Yes Doi � Plans" N/A Seek 1 2 3 P Number or Name roduct Model 11W SCG/AFme Molter late n iH &amp; 51 ITW aCGfAlpine Mnge Plata ITWSCG7Npm. Trull Pro duct Cescrldwl Contract Expiration Dore 224 Metal Gomieciw Plots 12r31 0 Metal COMectbr Hate 12/312024 Metal Connector Plena I7I312024 In Z �iL Y es Yes Yes Outside HVHL Yes Yes Yes e , V R a�1 N!A NIA NIA r P1_9rL 4. NIA WA NIA - - is o Eeuk: Y duct Morel. Nmrdlef OY Noma i Quality Precast or Commercial Cownew Products -_ Quality Asswartca Aoorovad far Ilse _ ' Da o C- ratio Date H Prdaw 9crlotl it Contract Expiration m vHz Precast and Prestressed Concrete Lintels 05252024 No - s AoornVad fwUe VH Outside H L Yes 1�8r.3. esl aft NIA , aso9D Pressure NA 2 24 Gage Galvanized Steel Storer Panels)NHVHZ Corru gated Galvanized Steel Stan, P... hi issad 121312021 N. Yes Yes WA 4 ITW BGGA5lpine. Wave Metal Connector Plat. 1V312024 Yes Yes. NIA NIA or not bytracks to provide hu nicane protection. -tf }(D O W Florida Dope rtment of Business & Professional Regulation Building Codes and Standards Page'1 aft +r120z1 Florida Department of Business & Professional Regulation Bullding Codes and.Standards Paged of lrVoD21 Florida Department of Business & Professional Regulation Building Codes and Standards P.D.1 01 1172021 (D Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail - Cod. �. Version Manufacturer Revision 2020 MITak Inc. Category; Structural Conic -to Sula".g.ry: Truss Plates Compliance Method: Evaluation Report from a Proi Evaluation Erely oiled or Cantacl En.e.wer&License Validated Sv Erin Walden ICC Evaluation Service, LLC ICC EveluaNm Servos, (952) $98-8035 LLC. ewaldenle mii.crom (205)699-98610 we -wig .env doted Submitted ID10212020 09/30/2020 nets Paroled FBCl Acta talc Aboroyed 10/112020 status. Appr-d Cod. T 1.. Varslon-Manu , facturer Revision 2020 Weyerhaeuser Caegory: Structural CofnponeMs SubCategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity I or En Contact aktoer&LIcan Validated Be Rob Baldwin ICC Evalu anion Service, LLC Ian Lehrer, PE. (253) 924-6476 1NO) 839.3288 Rrbsrt.Beldvrini�siw•eyerh. euso vim Date -am Date Penatnn 1 Rui d hnnithg FBC AAfmravW IW32020 pang Aoorowtl status.. Applied: For a�e T�pg y011411 Manufacturer Revision 2020 CAST-CRETE USA, LLC Cat gicii Sructural Components SubCategprq- Products lMroducedesa Fil-ixd New iechnalagy, IlanceMdhod: Cemflcatbn Mark or Listing CgmP gCIO 3� rduc't5 .Gt_at{,5$R1.....- :;,. . -. _ ', ,e,., _. It Contact. Anfalnaer&4lcensa Validated By Craig Penrod Mleml-Dade'8000-CER Mismi-Dede BCCD-VAL 1813) 621-4641 JOB) 315-25DO al-Inagcaetoretacam ..; ; • , ,, .:. ,Q361 Pam! Validated Subtlaad 1112M020 1e2712020 ";•, .^ P Pita Pandina PBC A212120 . , .. .gAt@ roved 1127I2020 ,,, VamS Approved '- O L� Sm Y I Prbduet Moral. Numhar-w Name M18SHS Qslailty:Assurarce Product Dascriotlon Contract Emiratlon Data 18 ga. super high strength truss connector plate 00/302021 Apo raked fOrUse k1.HVNZ Yes Approved for We Outside HVHZ Yes mole Impact Rasfstard NIA lan tan 6 lanessoure WA Seat 1 Product Model. Number or Name MicroNam LVL Quality Assurance Aooroyatl for Use Product Description COmrazl Ekbliarlon Date Its Laminated Veneer Lumbar 03l3'[W24 No AaorayW (w Ilse Outside FIVK Yes imp6tt frostseent NIA Des,an Prossiture. WA SeY& i Pratluci Model, Numha or Name High Strength Concrete Ill Qpellty flssorande Ant roveB for Use � Product nescrhAlOn CbnlrecC Explra[lon Data In HYlF2 4.6, 8. and 121nch wide 4ntels 0521MG2 Yes Approved far Lisa Outside HVNZ Yes )Lni$..t. "B^�S,t81it WA PM§Ug N/A ♦� U 2 wile 16 ga. truss connector plate OV302021 Yes Yes NIA WA 2 Poellam PSL Paratel Strand Lumber ON31r1ml No Yes NIA NIA 3 MT18HS 18 ga. high strength trust corrector plate D8l302021 Yes Yes H/A PUA 3 TmberShand LSL Laminated Shand Lumber OU312021 No Yes NIA WA 4 MT20 20 ga, toss connector plate 061302021 Yes Yes NIA NIA 4 TJ Rini Board Structural Composite LVni or. OPlented Sheol 03/3172021 No Yes NIA NIA 5 MT20H5. 20 ga high strength truss aonnrda plate. 06130i2021 - Yes Yes NIA NIA 5 Weyerhaeuser Rkn Board Board Rem Board Oriented Strand Board Rim Board OSW3 2021 No Yes HA NIA O L U V m 0o W a z z Q C4� LL SHEET N0, PA 1.1 N U O 0- O Simpson Strong -Tie 2020 FBC Approved Products Updated IZ W/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/1020 Simpson Strong -Tie 2020 FBC Approved Products updated 12 3Wrzo�0 � Simpson Strong -Tie 2020 FBC Approved Products upaet¢d,zr3orzezo (�) p • , - For direct Inks to ell SST approvals rated below; CLICK HERE- For dire links to all SST appr als listed below, CLICK. HER • , For direct Inks to all SST approvals listed below, CLICK HER Er 's ,. For direct links to all 88T approvals fisted beleva, CLICK HERE `V a . g For additional Information regarding Flaide's Statewide, Product royal System entl Mland-Dade coup 9 ... 9 Approval Ys. Ty Notice of Aare lane¢ NO CLICK HE E. p ( A), R aar For Information regarding Florida'sFlaitla's StelewWe Product System and Maori-DadeCounry Notice orAcceptanc¢. (NOPW. CLICK HERE., additional information regarding Flon Statewide Product Approval System Mami-Dade County Florida's w pp Sys Noise Of Acceptance NO CLICK HERE. y _ p ( A), For adtlRronel information regarding Florida's StatewAie ProductA rAVal S lam and Miami -Dade County e9......9 .... pP Ys. Notice of Acceptance (NOA), CLICK HERE. Y p FL#2355-R7 FL#10446-R6 FL#10456-R5 11 HUS HUSC series hangers Face -mount hangers available in widths ranging from 1.5Z'to 3- V 9116" and heights ranging from 4.5116" to 11' Concealed flange 0 Sea # Product Model. Numberor Name Product Description Seg # Product Model. Num bar or Name Product Description Sea # Product Model. Number or Name Product Description version (HUSC) available for models having width egualti or O 1 Titen Stainless Steel Concrete & Masan Screw Masonry (TTNSS) 1/4"diameter Titan sinless steal masonry screw 1 A21, A23, A33, A34, A35, A44 Angles 1 BT, BTB, BTH Brick Ties greater than 3-9116". L O L O 2 APA21 APA4, APA6, APVA21 APVA4, APVA6 OutdeoT Accents Angles 2 CMST12 CMST14, CMSTCI8 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths rangingfrom 1.718" to 3- 3 APB44 APB44R, APV866, APB66R, AP68$ APBWR APB1010, AP5101OR, APV644, Outdoor Accents Post Bases 3 C514. CS16, CS18, C520, C522 Coiled Straps 5/8" and heights ranging from 9-114" to 16". Q _ FL#9589 R& APVB44R APV666, APVB66R APV688, APVBSSR, APVB1010, APV61010R 4 CSHP18, CSHP20 Coiled Straps 13 LGU3 25-SOS, LGU3 63-SDS, LGU5,25-SDS Face -mount hangers M O CU 4 APDJl APDJT2R-4. APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4 APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CT5218 CompressionfTension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers M Q Sag if Product Model. Num ber or Name Product Description APVDJT2R-6 6 DSP; SSP, TSP Stud to Plate tie 15 LUC26Z, LUC2102 Face -mount hangers . _ Q L 1 SDI 0112DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, H25A, H3, H6, H7Z: H16, H16S, H16-2, H 16-2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9116" to 4- fy L_ 2 SD9112, SD9212, S010112, SD10212 Strong -Drive SD Connector Screw 6 APL4, APL6, APT4, APT6, APVL4, APVL6. APVT4; APV76 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedawn 5/8" and heights ranging from 3" to 10-15116". . _ (n Q C 3 SD91I2SS, SD9212SS Soong -Drive SD Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210; APLH21OR Outdoor Accents Light Hangers 9 H824 Hurricane Tie 17 MGU3.637SDS, MGU5.25-SDS; MGU5.50 SDS, MGU5.62-SDS, MGU7.00-SDS Face -mount hangers C c � "*'""a 4 SDCF22434, SDCF22o12, SDCF2?69 4.SDCF22700, 5DCF228o8, SDCF221014, Strong -Dove SDCP Timber Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDSI.5; HSS2-2,SDS3. HSS2-3-SDS3 HSS4-SDS3 Heavy Stud Shoe 18 MIU series hangers „ " Face -mount hangers available m widths ranging from 1-9116 to 5- _Q . _ v J Q SDCF221134, SDCF221334, SDCF271956: SDCF272358 9 CBT2T CBT4Z Concealed Beam Ties 11 HST2, HST3, HST5, HST6 Straight Straps 1/8" and heights ranging from 6-15M 6" to 19-1/2" 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJl CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQ16KTZ_ HTSQ20KTZ Heavy Twist Strap 20 SUR, SUL SURC, SULC'series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR274e0, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combb-Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9/18" to 3-9118" and heights ranging from 3-1/16" to 13-3/4", 7 SDS25112 SDS25134, SDS25200, SDS26212 SDS25300, SDS25312; SDS25412, Strong -Drive SDS Heavy Duty Connector Screw 13 FC4. FC6 Framing Clips 15 LSTA9 LSTA12, LSTA16, LSTA18, LSTA21 LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange Version (SURC, SULC) available: for all double SDS25500: SDS25600, SDS25800 14 FWANZ Foundation Wall Angles 16 LST149, LSTI73 Straight Straps 2X and 4X models; only acute. flange is concealed, 8 SDS25112SS, SDS25200SE, SDS25212SS, SDS25300SS. SDS2531.2SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1, GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9116" to 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Boor Screw 15 142A, H2,5T, H8, H10A-2, H10S, H14, HGA10 HurricanaTies 18 LTS12, LTS16, LTS18, LTS20 Light T^/fstStrap 6'and heights ranging from 2-50to 11-1i4". 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium GirderTiedown 18 HH4, HH6 Header Hangers 20 MST27 MST37, MST48, MST60, MST72 Straight Straps FL#10007-R8 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12. MSTA15, MSTA18, MSTA21, MSTA24, MSTA30 MSTA36, META49 Straight Straps FL#10667-R6 20 L$0, L50, L70, L90 Angles 22 MSTC2$ MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps Sea # Product Model, Num ber or Name Product Descrlption 21 LCE4 Post Cap 23 MSTC48B3, MS7C6663 Pre -Bent Straps Sea # Product Model. Num ber or Name Product Description 1 ATR3/8, ATRVZ ATR5/8, ATR314 Threaded Rods 22 LS30, L550, LS70, LS90 Skewable Angles 24 MSTI26, MSTI36.; MSTI48, MST160, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in wdths ranging from 1-91i 6" to 7- 2 ATUD5; ATUD6-2, ATUD9, ATUO9,2, ATUD9-3; ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS18, MTS18, MTS20, MTS24C, MTS30, MT830C Medium TvdstStrap IM" and heights ranging from 7-118" to 30". 3 BP318-2 BP112 BP112-3 BP5/8 2 BP518-3 BP3/4 BP3/4-3 BP RTUDY 4 gearing Plates 24 LSSJ26LZ, LSSJ26RZ, LSSJ28LZ; LSSJ28RZ, LSSJ210L2; LSSJ210R2 Field Adjustable Jack Hanger 26 - - _ NCA2x10 12, NCA2x12 12, NGA2x8 16, NGA2x10 16, NCA2x1216 Bridging 2 DGBF series bangers o hangers available in widths ranging from 3-518" to 7- Top flange n ge l b d g g 4 CNW318. CNW112: CNW5/8, CNW314, CNW5/8 1/2, CNW314-5/8 Coupler Nuts 25 LSSR1,81, LSSR2.1, LSSR2.37, LSSR2.56, LSSR210-2, LSSR410 Field Adjustable Slopeable/Skevwble Hanger 27 RCWB12, RCWB14 Wall Bracing 118" and heights ranging from 9-114"to24", 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTUD77, CTUD87, CTUD68, CTUD97, Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available lit wdths ranging from 1-112" to 3- CTUD98, CTUD99 27 ML232, ML24Z, ML282, ML287: ML21OZ Angles 29 RSP4 Shad to Plate Connector 518"and heights ranging from 7-114" to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down $0 SP1, SP2, SP41 5P6, SP8 Stud Plate Tie 4 DGHF series hangers Top flange hangers available in wdths ranging from 1-3/4" to 3- 7 RTUD3, RTUD3B, RTUD4, RTUD48, RTUDS RTUD6( RTU D7, RTUDB Ratcheting Take Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPHS Heavy Stud Plate Tie 518" and heights ranging from 9-114" to 24'.. 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26.2, MMLU28, MMLU28.2 MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1.6 SS2.5, SS3, $S4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in wdths ranging from 5-114" to 8- 9 TUW38 Take -Up Washer 31 RBC, RBCP Roof Boundary Clips 33 ST9, 8T12, ST18. ST22, ST292, ST2122, ST2115. ST2215, ST6215, ST5224, ST6236 Straight Straps 7/8" and heights ranging from 11" to 32-1/Z'. 10 URS3 3/8" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 TB20, TB27, TB30, TB38, TB42, TB48, TB54, TB56: T960 Tension Bridging 6 EGO series hangers Top flange hangersavailablein vddths ranging from 3-518" to 7- 11 URS4 112" Uplift Rod Run Tied n System 33 RTC=, RTC42, RTC22, RTC44 Rigid Tie Connectors 35 TWB10 TWB12, 7W614 Wall Bracing IM" and heights ranging from 11-114" to 32". 12 URS5 54' Uplift Rod Run Tiedown System 34 STC. STCT, DTC. HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle, hang am available in widths ranging from 3-114" to 6-718" 13 URS6 3/4" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 W8108 W5106C, W6126, WBI26C, W6143C Wall Bracing and heights ranging from 8-112" to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips S GLTV series hangers Top flange hangers available in wdths ranging from 3-114" to 7- 118".and heights ranging from 11"to 32". FL#10441-R6 FL#10531-R5 9 HB series hangers Top flange hangers available in wdths ranging from 1-9116" to 7- FL#t0447-R5 1/2" and heights ranging from 8" to 39'. Seg A Product Model, Numberor Name Product Deseribtion sea # Product Model. Number or Name Product Description 10- HGLS series hangers Saddle hangers available in widths ranging from 5-114" to 8-78" 1 DTT2 Hold-down Sea # Product Model, Number or Name Product Description 1 CBH2.37x5.5, C9H2.37x7.63, CBH2.37x9.75 Concealed hangers and heights ranging from 10-1 f2"to 28"- 2 HDC10/4, HDC10197 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Face -mount (DU, DHU) and top flange (DUSTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114" to 8- 3 HDQ8, HHOQ11, HHOO14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3, DSC5R-SDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9115'to 3-9116" and heights 7/8" and heights ranging from 7-112°to 32". 4 HDU2, HD.U4, HDU5, HDU8, HDU11, HDU14 Hold -dawn 3 GBC Gable Brace Connector ranging from 9-118" to 23.15116". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 5 HPA28, HPA35 Satrap -style purlin anchor 4 HCPI,81i HCP2; HCP4 Hip Corner Platte 3 HGU3 63-SDS.: HGU5,25-SDS HGU5:50-SDS, HGU5.62-SDS, HGU7.00.SDS, HGU7.25. Face -mount hangers 116" and heights ranging from 14" to 33", 6 LSTHD8, LSTHDBRJ Strap -style hold-down 5 HHR02-2, HHRO42, HHRC42-2 HHRG411.81, HHRC44, HHRC5.251325: HHRC5.37f3.12, Heavy Hip to Ridge Connectors SDS, HGU900-SD8 13 HIT series hangers Top flange hangers available in widths ranging from 2-5118" to 3- 7 MASH, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1.518"to 7- 9118" and heights ranging from 18" to 26". 8 MPAI32, MPAI44 Strap -style purlin anchor 6 HRC1.81, HRC22 Hip Ridge Connector W" and heights ranging from 5 6116" to 12-7/8". 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-118"to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU21Q LRU212 Rafter Hanger 5 HHGU5 25-SDS, HHGU5.50-SDS, HHGU5 62-SDS, HHGU7,00-SDS, HHGU7.25-SDS, Face -mount hangers 3-9116" and heights ranging from5-3/8" to 13-1l8". 10 PAI18, PA123: PA128, PAI35 Stral purlin anchor 8 LSU26 LSSU28, LSSU210 Light SlopeablelSkewable U Hanger HHGU9 00-SDS 15 HUTF HUCTF series hangers Top flange hangers available in widths ranging from 1-9116"to 5- 11 STHD10, STHD10RJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26.2 HHUS28-2, HHUS210-2, HHUS46, HHUS48, HHUS410, HHUS5.50110, Face -mount hangers 112" and heights ranging from 3-7116"to 15". Concealed flange 12 STHDI4. STHD/ 4RJ Strap -style hold-down 10 TC24: T026, TC28 Truss Clip HHUS7 25/1D version (HUCTF) available for all models having width :equal to or 11 THA29, THA213, THA218, THA218.2, THA222.2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9116". THAC422, THA426; THA422-2, THA426-2 118" to 5-1/8" and heights ranging from 4-314" tc 15-3W'- 16 HWP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 12 THAI1.81/22, THAl2,06122, THAI2.1122, THA1222, THA1322, THA13522, THAI422 Adjustable Truss Hanger Sized for I- cMr Concealed flange version (HSURC; HSULC) available for all 118" and heights ranging from 5.318" to 28". 13 THAL422, THAR422 Skewed Truss Hanger double 2Xand 4Xmodels; only acute flange is concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU25, HTU210, HTU26-2, HTU28.2, HTU210-2 Face -mount hangers 112" and heights ranging from 5-3/8" to 32". 15 THJM2-4-SDS3; THJM2-5-SDS3, THJU26, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9116" tc 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9/18" to 3- 16 TSBR2-24 Truss Spacer -Restraint 112" and heights ranging from 2.718" to 19.114"_ Concealed flange 5/8" and heights ranging from 9-1/8" to 15'. 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 JB series hangers Top flange hangers available in width of 1-9/16" and heights 15 VTCR Valley Truss Clip greater than 2-9116". ranging from 5318" to 7-14'. 10 HUC01 8119-SDS, HUCQ1:81111-SDS, HUCQ210-2-SDS, HUCQ210-3-SDS, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9116" and heights SDS, HU00410-SDS, HUC0412 SDS, HUCQ5.2"-SDS, HUQY 5.25/11-SDS, HUCQ610- ranging from 9-3/18 to 13-118". SD5, HUCQ612-SDS - • l Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3W2020 - Simpson Strong -Tie 2020 FBC Approved Products Updated 12rs0/7020 � Simpson Strong -Tie 2020 FBC Approved Products updated 1213M020 � Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 For direct Inks to all SST approvals listed, below,. CLICK HERB. , .. For direct links to ell SST approvals Isted below,_ CLICK HERE; For direct linksto all SST approvals listed belvrd,. CLICK HERE. Fa direct Inks to ell SST approvalslisted. belva+, CLICK HERE. For additional information regarding Statewide Product Approval System adMiami-0 deCntvNorca of Acceptance lance tNOA), $KH Faadd additional infeatronragar g Florida'sF oidesStetwide.Pr ductApproval5ystand ManIDa eCount Noise of c'eaptante{NOA),Gu , For additional information regarding FIanda s Statewide Product ProdlietApproval System Mai-Dada-ColintyNotice.ofAcco lance. For additional information regarding pFlorida Florida'ssStalewrde Product Approval and MaI-Dade GownlyNarree of Acceptance C CKE O 21 LB series hangers Top flange hangers available in wdth of 1-9/16" and heights FL#11468-R5 18 S1LBV1.56, S1LBV1.81, S1LBV2.06, SILBV2.37, SfL5V2.56, SILBV2.68, S/LBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ■ ranging from 5-318" to 15-1/8", S1LBV3 56, SlLBV3.62, S1LBV4.06, S/LBV4.12, SABV4.28, SABV4.75, S/LBV5.50 6 Strong -Belt 2 (ST82, STB2.4SS, STB2.6SS) Strong-13oft2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9116" and heights Sea # Product Model. Number or Nana Product Description 19 SJLTT20; S/DTT2Z, S1HTT14, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3116' to 13-10". 1 HHUS210-3 HHUS2104 Joist Hanger 20 S1MST8Q SIMST72 Straps 118 mil (10 ga) 7 Titen HD (THD-H THD HMG, THD-H4SS THD-H6SS, THD-CS THD-CSSSS) Then HD Heavy Duty Screw Anchorfor concrete and masonry 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-114" to 5- 2 HRS6, HR58, HRS12 Strap Ties 21 SP4, SP6 Stud Plate Ties available with hex head in carbon steel and Types 5,04 and 316 718" and heights ranging from 9" to 33-112". 3 HUCQ210-2 SDS, HUCQ210-3-SDS, HUC0310-SDS Joist Hanger 22 SSR, DSP, TSP Stud Plate Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-114" to 6- 4 THGB2 THG63, THGBH2, THGSH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to 32112". 5 THG02-SDS3, THGQ3-SDS4.5 THGQH2-SD83, THGQH3-SDS4.5, THGQH4SDS6 Joist Hangar 24 TBD22 Truss Brace Diagonal 8 Titen HD Rod Coupler (THD37634RG, THD50934RC) Titen HO Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in wdths ranging from 1-9116" to 5- 6 THGW3-3 THGW3-4, THGW4-3,THGW44 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titen HD Threaded Rod Hanger (iHDB25158RH, THDB37158RH, THD37212RH; Titen HD Threaded Rod Hanger for concrete ■ - I18' and heights ranging from 9-114''to 24". THD502341l THD10212RH) 26 PF; PFB, PFOB, PFDSS series hangers Top flange hangers available in width of 1-9116" and heights 10 Wedge -All (DNA) Wedge -All Anchor for masonry ranging from 3-3/6" to 7-118". FL#11473-R5 FL#13904-R5 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1.9/16" to 7- Sea # Product Model. Number or Name Product Description Seg # Product Model Number or Name Product Descnutfor, FL#16230-R8 1/8' and heights ranging 9-114" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3 62.SDSHDG, CCQM4.62-S1DSHDG CCQM5-50-SDSHDG, CCTQM3.62-505G', Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.62-SDSG, CCTQM5:50-SDSG, CCCQM3.62-SDSG: CCCQM4.62-SDSG, S¢g # Product Modal Numberor Name Product Description 3 H16, H16S, H16-2, H16-2S Hurricane Tie CCCQM550-SDSG 1 AT-XP AT-XP High Strength Acrylic Adhesive for concrete or masonry FL#10860-R5 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.620-Kr, ECCLQM4.e2G-KT, ECCLQM5.50G-KT, ECQLLOMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2,HETALI6,HETAL20 Embedded Truss Anchor ECCLLQMD462G-KT,ECCLLQMD5,50G-KT_ECCLRQMD3.62G-KT,ECCLRQMD4,62G- 3 SET-XP SET-XPHigh.Strength Epoxy Adhesive for masonry Seg # Product Model. Number or Name Product Description 6 HGAM10 HM9 Masonry retrofit connectors KT, ECCLRQMD5.50G-KT 4 Strong-Bolt2 (ST82) Strong -Bolt 2 Wedge Anchor for masonry 1 ABA44: ABA44R, ABA46, ABA46R, ABA56, ABA66R Adjustable Post Base 7 HHETAI6, HHETA20. HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5.25, HGUM5.50, HGUM7.00, HGUM725; HGUM9.00 Heavy Masonry Hangers 5 Titan 2 ((TTN2) Titen 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ABU46, ABU46R, ABU5.5, ABU5.6, ABU65, A9U66, ABU66R, ABU88, Adjustable Post Base 8 LGT2, LGT3.SD82.5, LGT4SDS3 Girder Tiedown 4 LGUM26-2, LGUM26.3, LGUM26-4, LGUM28.2, LGUM28-3, LGUM284, LGUM210-2, Masonry Beam Hangers 6 Titen HD (THD-H4SS, THD-H6SS, THD.CS6SS) Titen HD Heavy -Duty ScrewAnchorfor concrete available in 304 ABU88R, ABU1010. ABU7010R ABU1212 ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUMI2104, LGUM46; LGUM48, LGUM410 or 316 stainless steelwith hex head, and 316 stainless steelwith 3 ABW44Z ABW44RZ, ABW46Z, ABW46RZ ABW66Z; ABW66RZ, ABW7-7 Adjustable Post Base 10 MEiAl2 META16 METAiB, META20, MSTA24, META40 Embedded Truss Anchor 5. MBHA3.12/9:25, MBHA3.12111 25, MBHA3.561725, MBHA3.56/925, MBHA3.56111.25, Masonry Top Flange Beam Hangers countersunk head. 4 AC4, AC4R, ACE4, AC6,:AC6R, ACE6 Post Cap 11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Slap Tie for Masonry MBHA3.56111 88 MBHA3 56114, MBHA3 56Pt6, MBHA3 58/18; MBHA5.50f7. 25, 7 Titan Turbo (TNT) Then Turbo Screw Anchor for concrete or masonry 5 BC4, BC46, BC4R, BC6, BC61R, SC8, BCS2 2/4, BCS2-316 Post Cap 12 MTSM16, MTSM20, HT5M16, HTSM20 Twist Strap for Masonry M131HA5.5019 25, MBHA5.50111 25, MBHA5.50111,88, MBHA5:50/14, MBHAS 50MB, }a 6 Cl CB46, C948, CS65, C1388 Embedded Column Base MBHA5.50118 O 7 CBSQ44-SDS2 GBSQ46-SD52, CBSQ66-SDS2, CBS086-SD52, CBSQ88-SD52 Embedded Column Base 6 MBHU3 5619.25, MSHU3.56t11.25, MBHU3.56/11.88, MBHU3.56114; MBHU3.56/16, Masonry Beam Hangers FL#16937-R3 6 CC, ECC, ECCU Series Bolted column caps with W1 ranging from 3-114" to 9.112" and FL#11496-R5 MBHU3 56/18, MSHU5.50/9,25, MBHU5.50111.25, MBHU5.50111-88,. MBHU550l14, W2 ranging from 3.518" to 7-112" MBHUS 50/16, MBHU5.50118 Seg # Product Model, Num Wror Product Description 9 CCQ-SDS2.5, ECCQ.SDS2.5 Series Screwed column caps with W1 ranging from 3.114 to 9-112" and Seg # Product Model: Num bar or Name Product Description 1 X34B1016-5K, X1S1016, XIS101 -41€ X01S1018, XQ1 B1016.4K #10-16 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 U) W2 ranging from 3.518" to 7.112" 1 DTT1Z Deck Tension Tie Drill Point (D 10 CPT44Z, CPT66Z, OP'T88Z Concealed Post Tie Base 2 HD12; HD19 Bolted Holdowns FL#13975-Rfi 2 XL0114T1224,XL0114B1224.2K 412.24 Strong -Drive XL Large -Head Metal Seff-Drilling, Tapping 11 EP844A, EPB44, EPB46, EPBW Embedded Post Base 3 HD3B, HD5B, HD76, HD9B Bolted Hckiowns Screws with #5 Drill Point and Large Diameter Hex Washer Head 12 EPS4Z Embedded Post Base 4 HTT4, HTTS; HTTS-314 Tension Ties Seg # Product Model, Numberor Name Product Description 3 XMQ114SI224, XMQ114B1224-2K #12-24 Strong -Drive XM Medium Head Metal Self -Drilling, �`V / 13 LCB44, LCB66 Embedded Column Base 5 LT119, LTT20B; LTTI31 LlghtTension Ties 1 SDW22300, SDW22338, SDW22436,,SDW22458,.SDW22500. SOW22600 SDW22638, Strong -Drive SDW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z; LPC6Z Light Post Cap. SDW22634 4 X0114S1224, XQ114B12242:5K X11481224, XQ112S1224, X0112B1224-2K 012-24 Strong -Drive X Metal Self Drilling, Tapping Screws with lf6 O 15 1 MPB66Z, MPB88Z Moment Post Base 2 SDWC15450, SDWC15600 Strong -Drive SDWC TRUSS Screw Drill Point L� 16 PBU, PB44R, PB46, PB66, PB66R Embedded Post Base FL#13628-R5 3 SDWHI9300DB, SOWH19400DB, SDWH19600DB, SDWH19600DB, SDWH19100006 Strong -Drive SDWH TIMBER-HEXScrew 5 XU34S1016, XU346101651{ #10-16 Strong -Drive XU Metal Self -Drilling: Tapping Screws with � Q 17 PBS44A, PBS46; PES66 Embedded Post Base 4 8DWH27400Gi; SDWH27600G SDWH27800G, SOWH271000G, SDWH2712DOG Strong -Drive SDWH TIMBER HEX HDG Screw #1 Drill Point ^ i�L 18 19 PSVe; PBV10 P044-16 PC48.1B, P048-16, PC64.16, PC68-16, EPGG44-16, EPC46-18, EPC48-16, Round Post Base Post Cap Sea # 1 Product Model. Number or Name S8518x24 S8718i24,SB1x3Q Product Description SS.Anchor Bolts 5 8 SDWS16212, SQWS16300, SDWS16312 SDWS16400 sDWS195o0,,sbW519712,. SDWS2240DSDWS22500,SDWS22512, SDW522600{ Strong -Drive SDWS FRAMING Screw :Strong-DriveSDWS TIMBER Screw :(interiorGrade) CIO Q EPC84-16, EPC68.16 2 SSTB16, SSTB20, SSTB24, SST628, SSTB$4, SSTB36, SST816L, SSTB20L, SST624L, SSTS Anchor Bolts SOWS22800, SDWS22900, SOWS221000 SDWS221100, SOWS221200, SDWS221500 F035320-110 -4--m 20 PC4Z, PC41RZ, PCPZ, PC6RZ, PC8Z, PCBRZ: EPC4Z, EPC4RZ, EPC6Z, EPC6RZ, EPC8Z, Post Cap SSTB28L 7 SDWS223000B, SDWS22400D0, SDVV522500DB. SDWS2250008, SDWS22800DB, SDWS221000DB Strong -Drive SOWS TIMBER Screw(ExterforGmde) EPC8RZ Sea # Product Model. Number or Name Product Description i) 21 PPB44-4Z, PPB446Z Post Base 8 SDWS2231208B, SDWS22512DBB Outdoor Accents Structu ral Wood Screw 1 D55C8435,.DSSCB46, D.SSCB48, DSHS Bypass Framing Drift Strut Con nector 22 RPBZ Retrofit Post Base FL#1'3672-114 9 SDWS27300SS, SDWS27400SS, SDWS27500SS, SDWS27600SS, SDWS27800SS, Strong -Drive SDWS'TIMBER SS Screw 2 FCB43 5, FCB45 5, FCB47.5 FCB49.5 FC8411-.5 Bypass Framing Fixed -Clip Connector SDWS271000SS, SDWS2712008S 3 FPHSD34S1:C16, FPHSD3481018, FPHSD34B1016SK. FPHSD34Si214, #10-16 and ##12-14 Strong -Drive FPHSD Framing-to-CFS Seff- O Sea.# Product Model. Number or Name Product Description 10 SDWV13400 Strong -Drive SDWVSOLE-TO-RIMScrew FPHSD34B1214,FPHSD3461214-5K Drilling, Tapping Screws FL#10866-R5 1 2 CMST12 CMST14, CMSTCI6 CS'14. CS16, CSIS, CS20, CS22 HRS6, HRS8, HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24: FHA30, MSTI26 MST138, Coiled Straps Straps 97 mil (12 ga) 11 STN22 Outdoor Accents Hex -Head Washer 4 ea LSFC2 25, LSFC425, LSFC6 25, SFC2 25, SFC4:25, SFC6.25 LSSC4 25, LSSC6 25 SSC2 25, SSC4.25 SSC6,25, MSSC2.25, MSSC4.25: MSSC6.25, Steel Framing Connector Steel Stud Connectors L n Beal Product Model. Num bar or Name Product Description MSTI48 MST160, MSTI72, £/MST27, SIMST37 VMST48 MSSC4.25KW, MSSC6 25KW 1 FJA, FSA Foundation Anchor 3 HTS16 HTS2Q, HTS24, HTS28 HTS30, HTS30C Heavy Twist Straps FL#1.5363-R3 6 RCKW3, RCKWS 5, RCKW7 5, RCKW3S, RCKVV5.5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA3Q LSTA36, LSTI49, LSTI73, MSTA9, MSTA12, MS7A15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 ga) 7 SC643.5, SC645,5, SC647.5, SCB49.5, SCB411.5 MSCB45:5, MSCB475 Bypass Framing Slide -Clip Connector 3 GH46-5, GH46-8, GH48-6, GH48-8, GH410-6, GH410-8, GH66-6, 01-166-8, GH68-6, G1168- Girder Hanger 5 LSTA9, LSTA12. LSTA15, LSTA18, LSTA21, LSTA24, ST292; ST2122, ST2115, ST2215 Straps 33 mil (20 ga) Sea # Product Model. Number or Name Product Description 8 S0532-5197, SCS62-5/97, SC552-51118. SCS82-5/1la Bypass Framing Connector v, 8, GH610-6, GH610-8 6 ISUBH3 25 SUBH3.25, MSUBH3.25 Bridging Connector 1 AS 18, AS 1885, AS 18S6 16 ga.. Truss Plates 9 SOV4 25, SCW5 5 Head -of -Wall Slide-Ciip Connector 4 GLB5A, GLB5B, GLB5C, GLBSD, GLB7A, GL87B, GLB7C, GLB7D Glulam Bearing Plat 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC$ 25 SJC10.25, MSJC825: M5JC10.26 Seel Joist Connectors MW 5 GLBT512, GBLT812, GLBT518, GBLT616, GLBT520; GBLTS20 Glulam Bearing Plate 8 LTS12, LTS16, L7S18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SSB3 518 Bypass Framing Slide -Clip Strut Connector T 6 HGLBA, HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30 MSTA36, ST6215, ST6224, ST9, STI2 ST18, STU, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH34B1414, XLSH7BB1414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 1 D MSTC66, MSTC78; ST6236 Straps 68 mil (14 ga) Screws L1J 8 UFPIO-SD83 Universal Foundation Plate 11 MTS12, MTS16, MTS18, MTS20, MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQiS1016, XQi B1016-4K, X01S1214; XQ161214-3.5K, X078S1224, XQ78B1224-3K, 410-16: 412-14, and #12-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 S181.56, S91 81, SIB2.06, S1B2 37, SIB2.56, S1B2,68, S1B3,12, 51B3 56, S1B3.62, WB4:06, Top Flange Joist Hangers FL#15730-R4 XQ114S1224 XQ11431224-2.51<, X0112S1224;XQI1201224-2K X3481016-5K, Tapping Screws Q SB4.12, $164 28, S/B4.75, S/B5 50 X1$1016 X1B'1016.4K X1812'14, X1BI214.3 5K 13 SIBAZAV8; SIBA2:12110, S1BA2.12112, S1BA212114, S/BA4.1818; SfBA4.18/10, Top Flange Joist Hangers Sea III Product Model. Number or Name I'moluct Descrption Z S16A4.18112, SIBA418/14 1 ET -HP Adhesive Anchor for concrete Z 14 S1H1A Hurricane Tie 2 GAC, GDP GDPM50, GDPM-75, GDPM 100, GDPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies 15 S!HD8S, SIH08B, SiHD10S, StHD10B, SIHDI5S; SIHD15B Holdowns 3 PDPA PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies Q 16 SIHDU4, S/HDU6, S/HDU9, VH1DU11 Holdowns PDPAWL MG, PSVL3, PSVL3 K, PCLDPA, PECLDPA PTRIl PTRHA4 J 17 S(JC'F, SrHJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete a SHEET N0. PIA �10 a s 4 r 5