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HomeMy WebLinkAbout39848 Harvest Creek Ln-_I� �� � ,Ilr'�l���I}rlll_ ','Ip'I'� � .I� i ' I rl�����IAIIIIAiA��'��I�■�h'I �11Pt-Y WITH PREVAILING AL �tgok NATtO�`1�1, r;1 � `' ..,',�t,,r•.�;,�.'i►I.,LS ANQTrt, REv�EEPHYRHItI-S PION ey"MINER ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Flr. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAD or Rod. Radius ADJ or ADJ. Adjustable ' FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P, Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handier Unit FR DR French Door RECEPT Receptacle ALT or ALT. Altemate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing READ or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BILK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SO. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRIG. 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 SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SO or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KNVALL 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 Mae. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WOW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MIN 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 Bec. 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 WOW HDR or WOW. 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 Pft. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Plt. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FIG 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. Mr. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 FRAME -WALK REVISIONS 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150-C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 12-15-20 4.3 OVERHANG OVER SGD REV. TO 3' PER C.M. 12-19-20 5.0 FBC 2020 CODE UPDATE �I' ill IIJ�11 JIB IG L-J, Im IE INI I+J AN11t9m 1791 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS 3.2 F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3M MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. 0 fV CID ��� O LEWK40 CDP. • * M No FE� 0 * • ' L!.! STATE OF •'111: i �'•. ,� P,•' �� O R '. C7 ,�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 Engineer's signature and seal. Q n N W j• Q O J � � � � iJ! lL 4b t UJ W LL w a C14 0 rL Y �LLLL a�0 z 0 131g:GEC1JGJ%0WWm 0 rn 0o ILMZ 00U ZOU CaSJN W ❑(]❑ Ur Z � M W 0 V •v � LL 0 N w c U s r_ r' o J ZO o Q Z��° E N i 3 Z Cn C� �> m z&_ I s �1Z W���� A 8 3 .0 C = I > Lo O rn c`o L0 N Q O d, m U (.0 �I�� W T o04 � N 2 N � T Lo T E N Ch 0 Z c ig _ E O c E w m ` c o. U a p 3 JOB NO: 21-2028 SCALE : AS NOTED SHEET NO. C S 21'-5" A 0 35-SH 16-3" a a \ � i (� NW S .N 30'- \ -0" L N 9 CAFE 4'- FAMILY ROOM VAULT. CLG. VAULT. CLG. CARPET CARPET o PATIO ap O \�-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I LO 2:12E� I I I I F I' I � 9'-0" T-8" 2'-8" 4'-3" 6-10" T-7" I V-758G DRYER VENT TH RU ROOF - I� H 1 00 I -� _ t LI - - - II- - - - - - - - o ===-------- _4s . - I = S-J I- NIa w (4) 2x4 #2 SYP D I D.W. o o STUDS W/ USP I 2+ ra a HTT4@ BASE S3 8, INK "� - O A o I. N I OWNER'S I - �!CI CH N- I P NTRY iv ! -- SUITE -I �_ !,FLAT LEI l 1 - 8'-0" FLAT CLG. _ =w RA G I a � � TILiE i CARPET Y tno f T CLG. I 1 `t ca �Tf Le -.. _ 9 �v x - 20 9 __ 1 TYP @ 1 STORY T I 5-SH � --- ----- �_ � " oo s A 4 T S3 60" X 36" R&S SHOWER I O 8'-3 „ rN, X-8j„ FIBERGLASS, SURROUND w � 4068 B.F. 2668 I I I �, I II I - -- - -1 - -------R&S ---� -- 2668 B,�4_ H W.I.C. 00 8'-0" FLAT CLG. I - ._. 80 CARPET _ BEDROOM 2 8'-0" FLAT CLG. i� AC PAD CARPET _ - _ ' - � - - - - - - - - - - - - -- -- R&S T 4-SH _ _ T _ EGRESS 25-SH H.B. A O -10" H. ENTRY 8'-0" FLAT CLG. OPT. D I I bPT. HANSON BOX @ 36" A.F.F., FIBERGLASS EDGE OF SLAB 2" SURROUND I BEYOND WALL 2-CAR GARAGE S3 8'-0" FLAT CLG. 5.1 I TH- -0"-�1_AT GL-O: TILE/ ! III I %K� HAL 2668 914" FLAT CLG. _CARPET _01, I W/ (3) #5'S E.W. I I I I I I I I I I I I I I I I I I I I I I I I � I � I I I I I I I I I I I L - - - - - - - - - --JJI R&S 4068 B.F. ,u U1 HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E 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 20 X 26 18 J X 25 S.H. 13 20X38J 18JX37J S.H. 14 20 X 501 18 J X 50 S.H. 15 20 X 63 18 } X 62 J S.H. 16 20X72 18JX71} S.H. 11-12 271/4X26 26X25} S.H. 11-13 271/4X38J 26x371 S.H. 1 H4 27 J X 50 1 26 x 50 S.H. 11-15 27JX63 26X621/2 S.H. 11-16 27 JX 72 26 X 71 1/2 S.H. 22 37JX26 36}X251/2 S.H. 23 37 J X 38 J 36 } X 37 3/4 S.H. 24 37 J X 50 J 36 J X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 734 WIDE S.H. 32 54 X 26 52 } X 25 } S. H. 33 54 X 38 IJ 52 X 37 J S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 } X 62 } 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. 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 classi duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" rA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 CD +28.3 / -37.0 DE +26.6 / -29.1 OF +26.6 / -33.5 �G SEE SN SHEET �H SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 00 4-SH 00 N 2'-4" � 1 11'-10" X-0" 9'-84„ 1 WALL LEG E N D BEDROOM 4 j 8'-0" FLAT CLG. U w = CARPET I w U) O MASONRY HGT. @ 8'-0" A.F.F. I TYP. 2x FRAME WALL cl a2 ..lJ a cc 00 I I o> BEDROOM INTERIOR BEARING WALL 8'-0" FLAT CLG. 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. INTERIOR BEARING WALLS NOTED "FLOOR BEARING 1 I CARPET ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND I REQUIRES NO UPLIFT CONNECTORS TO FLOOR EGRESS SYSTEM 25-SH O AREA TA B U LAT I O N 1ST FLOOR LIVING AREA 1817 LIVING TOTAL 1817 7'-10" 20'-8" GARAGE 427 FRONT ENTRY 32 TOTAL AREA 2276 FLOOR PLAN - ELEV- B 1 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-1KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) SCALE: V4"-1'-0" GARAGE SEPARATION (GARAGE / LIVING) �R-11/R-13 KRAFT FACED N 0 N CO N 0 `No pE78750 •; � � � y . Y► u Of ¢6 ��` � �Trr• 7► To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 a 9 g8 N g FAF O0 o L 2 S. toCg 0 ,dV au nVU-N 0 a�U.LLI aWJLLWl 13 ZWZow 0 t °a W�; mo m^Mz a d LVZ ' cat W ooa z z � Z � J too Z +-J •J N w O W s awlL a r_ C fli Cl) E 25 �a o a N 8 ~ `O CL �o o wa �,) z C11 g 0 • ro Co C � 0 i << Z z y=: J v) v=i �a' r S, a`�i � o Wa wLL Tw t� w 0�� 3 O = 120 L.1n cy CDcy c J CN �> CN m � A\ W r Cit Qi = N Lo oo ui � N M (V cM y o z z E OCIS E 0- U _J Q p JOB NO: 21-2028 SCALE : AS NOTED SHEET NO. 1 LL 'L.Ma II■tl■I &IL- A ! . - ,I K.UILl. I. -.L4,__ DW O KITCHEN ISLAND q 21) usir0 N VARIES, 2" LESS THAN CABINETS BELOW KITCHEN 0 CV 0 4te OPT.CV REF. KITCHEN e O n NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS MIRROR DOUBLE SHWR. SHWR. CURTAIN HEAD RODS VARIES / ROD o- 0 z 24" TOWEL BAR TOWEL BAR IN a.. w ON WALL ABOVE TUB OR SHWR. IX TOILET TOWEL BAR a / ON BATHROOM WALL MEDICINECDSHWR. o . - CABINET o0 I _ VALVES _ = c TOILET C° SOAP o1 PAPER C° c % DISH V HOLDER r LO p p ~ ��- o c U- z LL z O d r M r t TUB _ .FIN. FLR. BATHROOMS, SHOWERS AND TUBS OWNER'S BATH SINGLE ROD CLOSETS / LAUNDRY BATH 2 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 BRACKET 36" H BASE 0 FINISHED CABINETS - o COUNTER TOP 30" H BASE 00 H LO a r a _ 0 2x U? 00 FRAMING T 1 /2" GYP BOARD — T FIN. FLR. _ SHELVING CABINETS - 1'-2" r-lN O O CV M N 04 FIN. FLR. SCALE: 1/2"=V-0" A Ili ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS_ N O N co N O ``>>1111111//000 •. LE W k0co . No PE78750ST e V •f� �• �� O R \�:�?: �rittsLss�j�� 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. o c•) Grp qc N # N O1 lJL a �rNiv LL a SNe JLLu- G. W S Z O tr°gio N fp O W m d ¢ 7' NjiM�Z OVILZ Urn -1Na U ❑❑❑ W _z z z � � _J n N cm Z V W OW l/) p ch= W J r— E S �~ a M 0 a 2 11 �I_ io o�zQ a 0 Q° w Z CL o l= �z �o z m N C m� gLL Z b g nZ WT U _� g 0 Ot c� w t � O >L j cc CO m > N �-. '� a. co E— CalN a) r 2 Lo � a T E .L_' CV M d Z Z C E �; d �o c m a. o .j U .J Q Q J JOB NO: 21-2028 SCALE : AS NOTED SHEET NO. 2 (+1") 6" SMOOTH - TEXTURED BAND T.O.M. _ _� HDRHGT____ a. F 12 5� 12 �5 FRONT ELEVATION 25 SH 25 SH 24'-0" RIDGE VENT 04 SCALE: 1 /4"= V-0" LEFT ELEVATION 04 • 1/4"=1' T.O.M. HDR HGT. F.FL. ME 7. General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION ""G.C. VERIFY ROOF PITCH"* ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "*ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. N 0 N cn EN No 'QEr 87§0 C To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering potions of the drawing pages bearing Engineers signature and seal. N W 2 co (� Lo 0 y do S o ,'��rJ`, tll ,n cn r., t� E yMv M LLLL U_ � w a a. S 0 -A 0 So 1 W W N coCO °'°' a W = IL Z N MZ v p d a itLoO U _j vVi W ❑�❑ Cr) z � z � Q J _ d � - N V1 �-J � LL T'�• N f� V o � — � O LLr �N J3 J3 W _ d U_ cz� M dM w g E a Q O = U R u, Z$_ S wS 8o z oz L (p mi ru z 'm o �LL >_ Z cu J <� ~°o �z o W -) Nz J o �� r of � O > Lln � O m C9 M �> O C: mCq � T � 2 N T� Lo 1 T � N EE (V M N o Z Z E O E u) _ iu d U _J Q ❑ J JOB NO: 21-2028 SCALE : AS NOTED SHEET NO. 3.1 c a U 12 5� 5'-10" - 6-0" y6= 1'-0"�—----------- ---- T.O.M. _-- -------------------------------------- 1'-0" 2'-6" TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 5068 SGD 28'-0" RIDGE VENT 12 �5 T.O.M. -------------------------- --------------- — — — _ HDR HGT. EXTENDED OVERHANG TO BE CENTERED ON DOOR TEXTURED o CEMENTICIOUS - ' FINISH ON C.M.U. ao co (TYP.) ---------- SH 25SH ----------- --------------------------------- ---- REAR ELEVATION - 61 12 �5 — JL7 0 TEXTURED 3'-0" CEMENTICIOUS FINISH ON C.M.U. (TYP.) . ......... t -------------------------------------------------------------------------- I -------- RIGHT ELEVATION - B1 :: 1 /_ 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. IF N ca�1 ct, N O `%"���11111t11/ LE W ''.o, NO PE 750 rF .. A To the hest of the n ee a knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Resldential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N r1, C IJi w wIL W �M0� J LL LL LL a d elk OC WtR�QiOi o m o'� _ LL N �Z d a JLnO J N Z O U W ❑DO U z z � z J N N o C1 0 N LLr c '® U � w U • < Q N P O M o w Z J t L gFL E ZNZ Q W oLL pp N Z• N oa Z C-4�g � ro W Z>oo J $ 1Z Lo la r0 W 0 M _J N a .� � 0 1 C m U` CEO r � � 1"' v N f0 .� Lo E M (V 04 M o Z E E y M a ci a o _J JOB NO: 21-2028 SCALE : AS NOTED SHEET NO. 3.2 ..e v 2" 2" ct "NOTE: FOAM TO BE USED ONLY WHEN VARIES ^ 1" RADIUS 31/2" RADIUS 1/2" CAP RADIUS r `Ma CAP iv co REQUIRED BY COMMUNITY a ^N N 3/4' RADIUS 4' Mla ii r `� oo a CO SPECS. IF NOT, DETAIL TO BE � 1" 2" OPENING VARIES 2" �--# ma BUILT W/ STUCCO. 1/2" RADIUS 1" 1" iv EDGE OF 1" 4" VARIES SIN 1'-0" � OPENING �- VARIES 0 22' VARIES cn N 12 VARIES SIN 1 1 1 1/2" RADIUS 4" 3a a 4 „ �—�' �� 2aa a 2 1/2" RADIUS in `- m[v - Av �N Mjtj 'N� CG VARIES 12 3j" 11" 3�" BASE to a C,' BASE SIN 3" �" z" • Te 1" V. „ a 1._8," a I • 1'-0" y A24 4" " 1 "NOTE: It VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN F—E REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE OPENING VARIES 1" ZIE BUILT W/ STUCCO. EDGE OF 2 OPENING --,� a O 1-1/2" THICK 1-1/2" THICK 2a1", 10" L 6" L = N Ij�l a� a Y 0) �b c KN J. a" N 2" 4" 3" ix rS POI 1-1/2" THICK 3" 1"" 4 __ . r 2'-4" 1-5„ 52 a 1'-10" �" `v -IN N a � rSV W 1" iZ" t Q rtTt'R'L VARIES VARIES 2' (V W_ 22' L`L .-..........._ . ... ......... __ I _. VARIES VARIES 4" 8" -- 04.. i -_ j it � ^ 6" 4" N N 0 OPTI KEYSffGARAGE KEYSTONE F11 00 OPTIONAL o Rsry co ¢ z' 44' CO R 4 3" 4". OPENING 4" 3" a' 4" WINDOW OPENING 4" 4" -— - - 2 NOTE: • INSTALL OVER STONE TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH s � 1a 1'-6a' 1a 1� 2"_1" • FOAM/ EPS MATERIAL IS ACCEPTED 54" 1'-1" 54" T-8" 1 " 4" -0 3' " 4" Y -- - — i� 101, 1 ate" 10" 0 f2" CD- 00 a (V — GO o T r' N Mihr 1 " Rion a 1" C 1" GENERAL NOTES: j.o • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) I I • ACRYLIC SAND FINISH 0 N CO. CJ `p.�, ti 4U�•�,• ` : ,iv :vkx� Sti,B To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Resldential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to r r. c' C ����LLa W a c �JLZI d Y iL a 0 Z LNp4^ 7 � �gQjO' �~ow m J LL W � M tip aZ N ODU�Yn W W o00 Z nMi cn z Z n ¢ v —1 — N d � N Z o t/7 W � •U Q O� W (/ / Ly N U z � W J � E {p 05 ryd U °d o W Z th J a is o aR Zo QE o E u tC°g °w r uo Z o O N CCo dI8 Qi x wz ¢Lq r0 0 of a go W� �� o �z CLJ «« 24 U� 0 c Q = > Lo 0 � rn LO > cca Y N O o U m A\ � r T coN �1�-- Lo 0 ; L0 r r .L N E N c' 0 z E p a. U _°r .. Q C J JOB NO: 21-2028 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. GENERAL ELECTRICAL NOTES. - Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2"AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.WEATHERPROOF DUPLEX OUTLET P. G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 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 LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS P.C. TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) 49 PUSH BUTTON SWITCH (OPTIONAL) F0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER owl ELECTRIC PANEL _ DISCONNECT SWITCH �� ROUGH -IN FOR OPT. CEILING FAN oj�J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANEL CENTER 00 k14 copper to tights & outlets NEMA 1 150 AMP/ 10 k12 Copper to 20 amp cios 200 AMP k10.2 copper to WH 01 k10.3 copper to Dryer i�-,T 200 amp 150 amp UNDERGROUND Dis POWER CO. FEED---_ INTERSYSTEM BONDING TERMINATION PER or 4/0 SER Alu Bare Cu Ground NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER CO. V t GFI WP GFI DISC. OACPA 3° V KIT UHTO EN � �FNT ti 4" rV` C PLUMBING RISER_ NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER W W \ \ \ FAMILY ROOM �1 \ \ 10 G�--- - ----------------------- \ ROUGH -IN FbR \ \ OPT. CLG. FbN/ LIGHT \ \ PRE -WIRE I � I \ rl I AE k / OW� R'S W ITE 1 ROUGH -IN FOR I OPT. CLG. FAN/ LIGHT PRE -WIRE I H.B. W.I.C. ):�' -- — i a W (i - r 7(j� 0 IrIIa - I DW I � I C. $WI CH GR fpR-bis�S + 1 RAGE \ PENDANT AS PER SPECS ---- c T-0" '— — — —J-1 GFI '1 :SINK w/:� -- ' DISP I � I I —> i I GTIu ` . I - --I -' O DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS C.M i mar / ROUGH -IN FOR OPT. CLG. WN/ LIGHT PREIWIRF� BEDROOM 2 S.D VP 50IFF-- 1 I - H4 I ENTRY I WP ,GFI I FAMILY ROOM �1 \ \ 10 G�--- - ----------------------- \ ROUGH -IN FbR \ \ OPT. CLG. FbN/ LIGHT \ \ PRE -WIRE I � I \ rl I AE k / OW� R'S W ITE 1 ROUGH -IN FOR I OPT. CLG. FAN/ LIGHT PRE -WIRE I H.B. W.I.C. ):�' -- — i a W (i - r 7(j� 0 IrIIa - I DW I � I C. $WI CH GR fpR-bis�S + 1 RAGE \ PENDANT AS PER SPECS ---- c T-0" '— — — —J-1 GFI '1 :SINK w/:� -- ' DISP I � I I —> i I GTIu ` . I - --I -' O DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS C.M i mar / ROUGH -IN FOR OPT. CLG. WN/ LIGHT PREIWIRF� BEDROOM 2 S.D VP 50IFF-- 1 I - H4 I ENTRY I WP ,GFI I kW IRRIGATION GFI @ 44" A.F.F. -- F -2­C--x-2'-6'44'-Q'j'— W/ #5'S E.W. — A A , (3) I�i69-� I I I II I I n_y,l I 1I I I I I I � I (GARAGE GARAGE DOOR \ LIGHT AS I GFI \ \ PER SPEC % GFI F. - 2 �AR 5 A. �Z Cf�1�1rf�CJ"ll l w I � Z R a I Q I 0U I >- C I IX I > w L — — — — — — — — — — — — GFI @ 44" Ak A.F.F. \ S.D D.D I \ EDROOM 4 ROUGH -IN FOR (j 1 ROUGH -IN FOR PT. CLG FAN LLIIGHT PRE W R/EB E D F OO M 3 OPT. CLG. FAN/ LIGHT PRE-1Q4$£x 2'-6" x 1'-0" W/ (3) #5'S E.W. VERIFY METER LOCATION WITH BUILDER ELECTRICAL PLAN - ELEV-B1 I SCALE: )4 "=1'-0" N N cp N 0 To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seat is only for the structural engineering portions of the drawing pages beating Engineer's signature and seal. W Q O N Fj J LQ �n�Y aNi 6 �D� J� 4 yMRw LL LL w N w Z L N O 000 O0 W�QjO' �g� ? mop d c = IL N M Z a J y 0 y Z 6 0 =i W 000 J — a N N — z U � V) c § �V) _ I Lu Of U A Yp • 0 N O c W U- `E o zo w >. go itsK H a3(� oa oa N Q? $ ao IL Z ¢uj to on CY U mo ZLL Z y m f W �_ ao W 3 IML 3 U 3 80 �off U N W �k o Ala coo � zl6 U 3 O —117 to >Ln ui 0 Ln CN • U C:) m U CEO W 0 Z N T o CD T r I 00 co a) N Lid r E dam' CN C0 Z° Z E «? cc a tJ 0 v c JOB NO: 21-2028 SCALE : AS NOTED SHEET NO. 4 111 Fnm 'I ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) - - - --- Total — - Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SO. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 19 2 Floor 2276 2185 312 1092 78 546 —__ 561.0 (Zone 1) 285.0 276.0 "NOTE.. GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN - ELEV-Bl SCALE: )/4'=1'-0" Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 11300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventllated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA / FT. **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq, In. Needed) / 9 = Linear Ft. of Deck -Air Needed) N Cd N CO P %%`� .`Ko E S -" N° r Cr k : •� ST A ; J-U of 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. r• apM} Q fp N J N 04Go 'L p a, oQ to r- LL W d a YYn ii a Z U_ 3 J 0. O Lg o IY § N t0 W O J 'i ILW iQ a a N MZ �D0 0 (0 Z0 W _5 ❑ ❑ ❑ CD v J — — N (((0p ,y^^t ,Wit nTw' Z � C LL LU 0 W N LU U Q�� 0 s W Z M J 11 E 0 05 a dr o z aO E o � o ZN O � Qz o �ggg wZ � «moo rp � .yr v w� m$ O zNz z'0M N Jb Q SO � Q1 d Q U N W aa rW (per�p a O eh il°d O1211 I^ .,fi / (`0 W � c Y N Q O � C m U CO � N o ch N r = Lo 00 (D � N („(� r ui M o z z c E O E �i c 0- U _j Q 0 JOB NO: 21-2028 SCALE : AS NOTED SHEET NO. 5 L-- — —a� 3:4.kilkmh �:IWVdIiI i I, i y L ail c a 59'-4" H.B. TYP L S3 2'-6" x 2'-6" x 1'-O" W/ (3) #5'S E.W. ■ ■ ■ -■ ■ ■ ` r INDICATES FILLED CELL w/ 3000 PROVIDE Y2" x 9" (2) #5'S _ PSI CONC. GROUT FROM FT. TO I BEAM W/ REBAR VERT RECESS FOR FRT. DOOR 31/2" SLOPE `t to 7STEPS AS (1) #5 TOP OF CONC./ PAVER TO BE 4' I to to REQUIRED ABOVE SLAB TYP @ ALL 1 0 0' I PLACES SHOWN HOOKED FTG. BELOW FIN. FLR. `Q 2'-0" 4'-0" 2'-0" 6'-0" 4'-6" Z-6" I I F- PER FIELD CONDITIONS I DOWELS 5" EMBED W/ 25" EXT. I CJ ABOVE SLAB "GRADE 40 STEEL" I CJ CJ r — ■ ■ ■ ■ ■ r TYP PROVIDE 1 Y" RECESS I FOR SGD. REFER TO I HVAC CHASE AHU I" --•--------'+'-'- ----- Y L I MASON'S SLOPE FOR WIDTH in BASED ON I; ; Z-6" x 2-6" x V-0" LOCATION ? i VV H W/ (3) #5'S E.W. I (2) #5 REBAR 3 1 /2" 32'-84 • ` 4�_gs�� �' ' VERTICALS w/ in I FILLED CELL L I 37'-52" 21'-24" T-4" T-8" T-8-- I I 2'-1" -31/2" I SLOPE, 4'-0" I G OPT. D I•• 00 'n S3 f CJ I-- — — — — — CJ CJ I--_ — — — —— — --i:- — —i �II II III •• r I : ' — CJ I I•c s— — — — .• �p o N ............ ........ r' ".(II CT:EDGE OF SLAB 2" BEYOND WALL ■ KITCHEN ISLAND-O I I ISLAND 2 LOW WALLS I ID.WIO O �L:III J JI II— S _ -6"x2-6'x1'-0" W/ 345 E.W. CJ LL J---- ZjlNK wSI- K "— I I 2'--6 S3 q r 23'-11" 2'-10" 4' ' I f s :::::. �' I f lie I. ; (2) #5 REBAR q I } ° K VERTICALS w/ in FILLED CELL zo N 0 ■• I ,�� I cp ......... cn ° ] I �i 13'-54" T-2" r CJ CJ j CJ ■ : CJ CJ :1= ..::, .,.............: . :......Ala ih I I ° 3-1/2" MIN 2500 PSI CONC 0'-0" I i SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER I : ■ I • I (3000 PSI CONC. SLAB FOR ; I 1 M ] j HERNANDO COUNTY ONLY) 2'-6" x 2'-6" x 1'-0" I W! (3) #5'S E.W. I ` iy. . i H.B.I A �jl' S3 T-2" T-2" 6'-0" 6'-0" T-10" L 4'-8" L 4'-8" i� 4" FOUNDATION PLAN MONO - ELEV-B1 SCALE: Y4"=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 8 TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. 177 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN wz w g cn a CONTROL JOINT DETAIL SCALE: 3/4" = V-0" �--#5 CONTINUOUS REINF. SEE FND. FOR ' ' • QUANTITY ��' #5 X 25" X 25" CORNER ' • • �•• ' •• ' •' BAR ONE FOR EA. •• ' ' - HORIZ. REBAR, TYP. •., , . ;, U.N.O. ' • •, ,; •'; '� -Alternate: ' The reinf. bars shall be • •. •• •. • •. '• •. •• •. • • cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" 0 N Co tttttt�tlr����' a LE Wko'�.,� �co No PE7g750 *� Cr -0 STAT OF •.�.. 14 S/'JNi�1 �y; Itim1att%% To the best of the Engineer's knowledge, information and bellef, 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. In r (� �p N d 6 # LL a' 0 a aj -, V a LLLLaWS 0 0 Z m c a 0 L 0 WpjO' N COm d a Z n uN°Qi MZ 'y p U 0 Z O o00 W cD z Zn Q � J — E3 V) d 2! �8 W CD •O Q U a QOf o W z Z¢ E ono Q 0 oa w Z C N ~ L S ado K� m� Z � C �UY No gLL aZ ° �w J�0 ax o 0w O 121) > L6 Q ai 120 c Ln ` / co J � U O Q„ m U to �IC� ca 2 Lo r r cc O M N o Z E Iv ui M a. U 0 Q p � JOB NO: 21-2028 SCALE : AS NOTED SHEET NO. 6 RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHTS 25 ft AND 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 (SQ FEET) I(-) VALUE DENOTES SUCTION [4:12]-[6:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 --Z--------• --- ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): 1O I r � ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD \�1 ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD t r { ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I E ROOF SHEATHING: !! Q t� SHINGLE: 7/e' EXP. 1 (24/6) or 1%2" EXP. 1 (33/16) iE(81 TILE: 1y/32" EXP. 1 (3�1'6) r NOTE: _ 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y" x 0.113") NAILS �' r r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2* x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER a=oft 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. ,m T m /11% UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8-8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 -10d x 1 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 10dx1-1/2" HTT5 5795 5/8" ANCH. 126 10d xl-1/2 K HD3B * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 21 /2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 *' 8 -1 Od 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" 0 HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T 2 LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 518" ATR w/ 12" MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EMBED w/ USP CIA-7000C EPDXY EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w LUGT2 13100-M 4520-F 3100-M 3800-F w/ 2 16D SINKERS (14) 1/4" x 2 l/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1Od x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12 -10d SPT24 1 1090 1 1 12 -10d HCP2 1 590 555 12-1Od x 1 1/2" HHCP2 1 680 1 570 1 (20)1 Od x 1-1/2" * MINIMUM W 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 RECI'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 *1 (B) 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+1- 6") "FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2. 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 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 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. (A) I OR 2 PLY aARRIER 11 SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-131 SCALE: r4"=1'-0" 0 N co N 0 ,,`���r,�titttt��� �1.F W Kp i 4 �� Q'• r �eT87SO �'. 4( rM _% To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W S Co r V C,f M d o at U. u U. di 5 Lb C? ' rnr-t- a LL W aaic+NiOv �LLii a Y aw 0 Z tp 0� W�OZ1 n00I♦,10C r- O M aZ OLLa ZW O V U_j 0 ❑�❑ Z Z Z � Q J d � N � j -J Z'n � V 'U C/) LL LLJ O p� W 8 V1 c �i r Q 00 S Cn o J tl E : SLL O H ra� oa W3 z0. a? o �x U) �o i E Qi z W 3 T� °o �o Su =k a0 0 C:) = >n� > In CO C) L0 CO C Co Lo T 1� E (�� COZ Z E O E ' `m c a U Q p JOB NO: 21-2028 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Llntels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided In composite lintel In lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10, Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verltcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load 1.0 Safe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS ELWIM MEME MO 00 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 0B/iT 8F32 1 B/1T FORM dr GROUT SOLID Q � J r• � U ° #5 BAR CONT. 8F12-1 B/1 T M V' LINTEL DETAIL SCALE - N.T.S. 1=10 0 ME M In E f F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY a 8F 16- B/1 T tNOMINAL tQUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS c-TT precasflintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi wl 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psl. 6. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5R M IN.. (1)(1) REO'D LEAR ALTERNATE POWERS STEEL LINTEL _ ° • • � a d .M.U. #5 REBAR AT TOP w • ° • MIN. (1) REQ'D ° d 1-112" CLEAR x ° o a 4 GROUT e C y F- C.M.U. 5 REBAR AT BOTTOM OF - 4 OF o-BOTTOM LINTEL CAVITY y 9 1 6 `Q it o rj REINFORCING PROVIDED IN a C7 Z 4 n G7 • P 5 REBAR AT BOTTC 7-5/8"ACTUAL 8" NOMINAL WIDTH LINTEL ¢ po3 Q° 0° AS INDICATED ¢ (VARIES) S , LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel Is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION IF 5'-10" LL FF\ CF) 4'-6" LL 4'-6" LL OB 6-6" LL E 1 MIN. 17''-4" LL LFj 5'-10" LL LINTEL PLAN - ELEV-B1 SCALE: )4"=V-0" C`J Co 0 \-EWKpL`s�+ • s P • Nop ° ,fir+ • ddr � To the besfVfffie -1 gjine4f aS e, on and belief, the structural sp�c3 onn§§ ed within these pfkp arrr} drawings comply rnrov tfre'20ZQ Fdorida'Bullding Code - Residential An Edition, Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) h E st a0 o 8 E N Q Q w 0N ?� J LL LL � _ W S o Z _ °god O W Cd N �p tY Z IL ZN a MZ r1�"NO O 0 0 _j U) W 0 Z gN Z o"iS Z n Q d N n N a) Z F Cn r` w - Z O w �N U ' ll.l co J F- E s S z U c C.t � 1 CD W Z E o0aFz 2 e o § U �° ► (Q C1 H Z i � � a r Z NC yS � tU��gLL NO Q2 W a�i 3 0 ° U az J c =i O > L() O C T OM N o LO > Q � O o U CEO f m �1C� W 2-' T N_ CO Q� O) = N IT� LOa) r T N E c Ch Z Z O iA ED w M C a U S 4 0 JOB NO: 21-2028 SCALE : AS NOTED SHEET NO. 8 Ll __ It I I 1 iV ■ I . Lli 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. W GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS HERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X 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 I F R ABOVE GRADE, A ROOF, WALKING 3 EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS S 25 FEET (7620 MM) OR MORE ABO G D 00 , A G SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING, 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 51'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: 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 00 F 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4• WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE 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: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2• SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN, GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-1-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4. 2. 1. 2" 1 Y" %" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND T' 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 7116" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148",12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. 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 l'-0" away from the building side walls. 3. Irri ation/sprinkler systems Inc udin all riders and spay heads shall nbt be instal ed wll I 1-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R3,18.1.1 - Initial treatment shall be done after all excavation and backtlll 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 reinfa11 occurs before vapor retarder placement, retreatment Is requiretl. 9. FBC-R R318.1.5 - C Crete over�potjr and mor�ar along the foundation perimeter must be removed Ix ore exteno sol treatmen . 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 install 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 V-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 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1)/4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 11/' 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 %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS BEAMS ETC ARE TO BE SYP #2 OR BETTER AND R I R A O MCOLM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. N 0 N ca 0 A, S •.S' '�. 0 IV -7 B750 �" fi10 -u'•Cory To the best of the Engineer's knowledge, information and belief, the structural plans and spedfkAbons contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. IA 8 E ro S0 8 ter# LL 0 C (UO, .! ac in Ill h Q rr- I- -' w --! 'Lahe gLLLL a� Z %��I= Wj C c cc O rnrn Q, = [ILL 0O a N M Z of Ln O U U W W rn ❑❑❑ 0 V z N S J U) V) (U ;-- .1 (D 01 4-J rN g 0 V) �� LL, 8 c c c � M � W Z ` sg a o Q E E: ro a § ao w a & Z N 0 w ra Cl)ID C NO >� 'z z Q) U) � IL �- a'o s' U 2 W U NW K -'A 00 0 •c 0 = �U-) O m CO W LO ca _j N .7 Y C Co U .r ^' W to r Cj CD Qi T T E t (M N M Z° Z c E E C5 3i f0 c a U Q p JOB NO: 21-2028 SCALE : AS NOTED SHEET NO. SN CORNER OF HOME GARAGE SIDE Backer and Filler Block Dimensions BCI Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1 /8" or two 1 /2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1 /2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONST:Z111, (Not required if both load) Filler bl; 1/8" gap—i r ,2 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Ya" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H T-0" STUB -OUT FOR GAS METER 0 O CV • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "*'ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"* RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 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'-3" (1) SIMPSON HTS20 OR 4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-l" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) —J Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —t DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (1 Od) nails at 6" o.c. 7: Provide adequate bearing for each lapped joist. 10d nails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) FILL CELL STD. 900 HOOK BOND BEAM to w CONT. #5 > STD. 90° BAR I HOOK IV BOND BEAM STEP CONT. #5 BAR — #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN 1 SEE PLAN FOR REQ'D � � � � .-�.-� �,--PLYWOOD FLOOR COLUMN AND y __ SHEATHING PER PLAN CONNECTION �C ` TJI TO BE CUT TO ALLOW ,FOR BLOCKING/TJI MASONRY WALL OR - ] > INTERIOR BRG. WALL � . � � . \•\` \., � TJI PER PLAN r OTHERWISE SOLID IBLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" min. } Small ap 2" max. g 4" max. Web Stiffener Fastener Schedule_ _J I Joist Bearing Location - -- Series _ 1 Depth End I_ Intermediate A, ® 9--1/2" 2-8d � 2-8d — - - BCI 5000s 11-7/8_" 2-8d 3-8d A. _ 14" 2-8d Clinch nails 9-1/2" _ 2_8d _ 2-8d when �BCCI 16000s® 11-70' 2-8d 3-8d possible 6500s® 14" 2-8d 5-8d__ �- _ V I {._ 16 2-8d 6-8d 117/8" 2-8d 3-8d _- BCI 60s® 14" __ 2-Sd 5-8d Tight fit `` 16" 2-8d -6-8d 4" max. BCI 90s 1114"8, _ 16d 3-16d 2x4/PI ood/OSB web stiffener \ 2' min. ®5-16d required when indicated or 16 �6_-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pif 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.— tst UU I ANTWntNt IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 112' NOTES: DO NOT CUT HOLES LARGER THAN 1Yz" ROUND IN CANTILEVERS. 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. �When joists meet over wall, provide 1 3/4" minimum bearing for each. SIMPS( w/(22)' NAILS 1 5/81 THRU BOLT SIMPS( w/(22) NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION VIIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )IFFASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. Joist hanger \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap I Backer Block 1 "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height J - requirements 0.6 X Joist t i � `depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL �• . A ._ FINISH GRADE SLEEVE THRU STEMS SEE PLAN FOR--'•• a .. • FOUNDATION INFO ' e STEM FOUNDATION GRADE REINF. SEE PLAN A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF �\ SECOND H10A (WHEN SIMPSON H10A REQUIRED) w/ (18)10d x 1 1/2" NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" v CENTERED @ PIPE PENETRATION 12" BELOW GRADE OMM* I ow, PLUMBING LINE PVC OR SCH40 SLEEVE e SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE I \° • / SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE a. e -- G — eo Al ev L a G Q — ° < e — A--- Tr o SEE FND. PLN. 01 SIZE & REINF. 0 N 0 `e``�ttttlilli►i�s�i %,,E WKO�'1� ��,�� , •' E, N S ' .'S �i 50 pE7 ••# AVAV 'v''. „ �t rf11J 'E O .'. r ; � ln4 41 9040� 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. a g 8 V 0- LL �rn'�iLL a I*rn � z 0 N ui 0 - LL a y co •a 1 : CO LLii wa ai Z m�Nqq�qq��� t 19O AC,G X O � a a = ILW Mz coo = W ❑ ❑ ❑ 0 z N z � z J a � N z (D4-1 (� LL w V � � In C w '— — E� 8 V� _ � 'D c __ N O co co6 w Z_Z J E 2 o�g zo E OU ~ 6 oa w� Z gco Z E` �o �o Cn C o i LL z Cn UO >z_ = O U _ W` J CD _�� Oil O >Ln � iG rn c J � m CCAI U CEO mo CV /ram� / V/ 'o 2 CD 1 f_ .= 2 L0 r 001. N r E M CV CV)z Z C E O d a U � ¢ p � JOB NO : 21-2028 SCALE : AS NOTED SHEET NO. SN 1 v m x O 0 J 00 O N I i m 0 J N N I i 3 Q 0 i R. 0 i a i a l 0 N S a 0 N <R ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (f P') VARIES INS 5/8" OR 1/2" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER —� CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL v 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. Ir TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" -AWWF 6 x 6 W1.4 x W1,4 r METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) 4 OR FIBERMESH °' MOISTURE BARRIER e ° SHINGLE ROOF, SHINGLES TO e BE IN ACCORDANCE w/ ASTM 4 D7158-CLASS G or H, or ASTM 1TW; — D3161-CLASS F, IN ° ACCORDANCE w/ TABLE I — R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) 8„ RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" -ALUMINUM DRIP EDGE -ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB i,� AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" B BELOW GRADE E_ _ 00 I M � 6 MIL VAPOR > T BARRIER ; p �r 1 2 p• N COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON #5 R CONT. CHAIRS TYP. CHAICHAT 1'-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. U 4e 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' O.H.D. RECESS • PAVERS EK z M2 SEE A/S3 OR J/S6 ----' I - FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STOR ) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. GG S3 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK r' ELEV. 0'-0" A.F.F. C7 ° a ° ° ° ° ° ° , d ELEV.-0'-31/2" Z d ° A.F.F. 4, ° 2x4 CONT. LL a n ° ° d ° c N I 14 GARAGE DEPTH VARIES d °° ° ° ° 1 °1 n g ° I I GARAGE SLAB AT STEP SCALE: 3/4"=l'-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1 "x P.T. STUD _ #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10)10d NAILS C21, r 2x P.T. PLATE TYP. ASSUMED FINISHED GRADE z MONO OR STEMWALL ° FOOTING MONO SHOWN D o FOR CLARITY ° co _ _ _ _ _ o ° I-� I III III -III-I I III- _III-III-i I I=1 I I-1 I I- Z D NOTE: D *FOR BEARING WALL 1=III=III=III=III=-III= -' �' W/ UPLIFT ONLY 11 I -I 11-1 I I-1 I I -I I I -I 1171 I'll I-1 i I-1 I I -I 11-1 1-I I I-111-I 11=111=_1 11 -111=111=111-I I L-I I I--1 '-���=iII=1Ii--III;;;III���III���III,;;III;III-1I1=1I1=I!�- I-1 I III -III -I 11=1 I I-111 ' FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" ° A 4 GRADE 00 ° • _ _ O (1) #5 REBAR w/ OPT. I SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=l'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS E M SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 ST RY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES AND 12" 0/C FIELD PCs' SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M���o s INSULATION PER FBC AND ENERGY NO \11 N FORM SUBMITTED WITH PERMIT i 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 10'-0" (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR —� PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR zE z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 4011 > FINISH GRADE oO 2 [GRADE 60 MIN. Fy= 601ksi] 25" MIN. LAP [30" MIN. LAP] p ° °? 6 MIL VAPOR BARRIER n R 1 7/8" —� _ #5 REINFORCING BAR T #5 LAP SPLICE • �I�Il'�1��:Il�ll�ll` II•�II"11An �116" affi SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=l'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB 0'-0° J CONT. BEAD SEALM • • • INTERIOR d.a. -31 CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB oQ •E _ . n N — M 6 MIL VAPOR T BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8-O.C. —INSULATION PER CHART ON FLOOR PLAN i CONT. BEAD SEALANT E � 6x6W1.4xW1.4c� ' WWF OR FIBERMESH r, . a' 1 K S3 i■:N'�:AM:���:�:Irk;�.I�r•�wle�:�:�:A�:�:���:�:I�r�.���:�.I�. REINFORCING • • HO AR DETAILS K*F� #6 LAP SPLICE ■ FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. SEE PLAN FOR _ _ TOP OF BEAM (2) HTS20 — SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS 0'-0" FIN. FLR.jk NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 IFROM., / 10 10d NAILS 2x P.T. PLATE SPACE ANCHO a BOLTS 6" MAXEND OF 2" x P LU p U U)e U. D LLI LU (2) #5 CONT.— ON 3" CHAIRS ° (TYP.) 8" 11-4 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH e . . r�' 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR A 6 x 6 W1.4 x W1.4 SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH FOR TRUSS CONNECTION INFO = ° �. & LAYOUT DESIGN SEE ROOF PLAN °Q C ° °. A d ° ° FOR STRUCTURAL ;d _ BEAM SIZE & N a CONNECTION INFO r> - . ° .4 • 2x4 #2 SYP P.T. FRAMING w/ - MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/ g= ATTACHED PER NAILING FOR REINF. INFO. SCHEDULE OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SEE PLAN FOR STRUCTURAL SLAB INFORMATION. COLUMN SIZE AND BASE CONNECTION INFO. SLAB STEP & RECESS S.G.D. rm"'� SCALE:3/4"=1'-0" S3 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS MASONRY WALL AND AT 8" O.C. PAD FOOTING TRIM PER PLAN 8" MASONRY WALL -, EXTEND FILL CELLS TO FOUNDATION PAD E d. SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `_Q ' SIZE VARIES PER PLAN M W/ MIN. (2) #5 VERTICALS ao GRADE — _ a FILLED SOLID (SEE PLAN FOR - _ — _ Q__� SIZE AND REINFORCEMENT) c� =I L — I _ a °• -1 - = —11 I. 1' Z = � 1--11I-1 .111-11I- 111--11 w owcwnw I=1I I= 1=1I1_ z BRICK PAVERS or SLAB PER pLL ° • ° a —_ COMMUNITY SPECS 0) -- - if •.4 • SEE FOUNDATION •• ,•. CONC, PAD INFO. TAPERED COLUMN FRAMING rCD`12 SCALE: 314-= 1'-0" I I=I III III Ili I --III -III:- FOOTING -1 I 1I1=1I,I-_111__1 13 1I- III - _III-=11_I_ U it Ill�iillliiilll� lll_;II -IIL III- BEYOND PAD REINFORCEMENT-)3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 -• • tyo P w r- -` • N GF CD • �. .• o 6j 5 '• C-0 Pr !t td u To the best of fire 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. E 8 � u1 N 01 �L 0 °2o'� # a r` n LL -fir" W nLLL L J _ 7g V Z t Os�f S ° 2 o J W O�Ntp 02inrn oo d cp W a IL'W J co Z N N 0 00 _ ❑DD W � z z � z J a vZ � c� o U w .O � g N N c_ N W J U as 12, M aW g U- a w? oo >� g =o E o w z N�_E o� g° ru C w m _ �ru 0 g� Z U o D c0 cD 1-t °zl�d v 3 .2O U) � 0 0 Qi C 111.0 > N Q -� Y Q) O Q m U . �i N rca 2 N 'o 00 to = Lo r r � N E Ch N Z M z �; E O d E w _ 0. U J Q Q J JOB NO: 21-2028 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @MID FOR CLEAN -OUT POINT w/ (3)12d MIN EXTENSION FROM DOUBLE 2x TOP PLATE --I 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" T_ SOLID AREAS ARE ❑ 7 5/8" 8" TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ no EVENLY WALL IS 1 1/2" MAXIMUMEXTENSION FROM EXTERIOR INTERIOR HEADER FLUSH TO OUTSIDE OPTION WALL ❑ FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ WT4" O.C. FROM EACH HEADER FACE O BLOCKING G(2) 2x HEADER PER PLAN 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 (TYpj SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER + + STUD W/ (3)10d NAILS ++ + CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING —� - FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD W_ R 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 CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) L-ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN TO OPENING DOOR OPENING EXTERIOR WALL WALL CLEAN -OUT q ❑ ❑ ❑ 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 J I►INS �■lII� lid ■I�I 111■o NOTES: 1� 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. 2J VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. 4G OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T,S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91i2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J WWWIEMSM,TUJ 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.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY ../; GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR - MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. G POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" -� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8xl6 BLOCK DOOR OPENING .-Ct VERTICAL JAM 5/8" DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4" , 71r ', AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2X6P. J-BOLT TRACK BRACKET FOP iARAGE IOOR vvvr. rrvwn W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3)(2) (2) (1) LSTA30 9' -16, (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 `--(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. O� �R SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED P.T. BOT. PLATE WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SIMPSON SIMPSON TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD \J� RUSS BOTTOM CHORD OR 2x4 FBLOCKINGW/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING CRICKET AS EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD 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" 2x STUD @ 24" NAILS AT EA. TRUSS VERTICAL WEB O.C. MAX. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12"ED O.C. ROOF TRUSS STAGGERED FROM BOT. MOISTURE BARRIER UPLIFT CONNECTOR SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. 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 If ALT. KNEEWALL ABOVE MASONRY WALL DETAILrE SCALE: N.T.S. �.S4 PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE-7 NAILS TOTAL) EA. SIDE OF SPLICE STAGGERED Od @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ (4) 16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS SIMPSON Q SIMPSON SP4 SP2 P.T. ATE SIMPSON SP4 -, TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SP2 -t NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON % SIMPSON SP4 / SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING 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) G (9335# SPF) N. 8" 'OXIED A.T.R. I & NUT OXIED A.T.R. I&NUT DXIED A.T.R. I&NUT ROOF TRUSS ABOVE !- 2X BLOCKING \-ED NTIL (2) 16d TOE NAILS TRANSOM 10d NAILS @ 6" EA. BLOCKING STAGGERED FRAMING 2X8 WALL ABOVE ENTRY SIMPSON SP1 • K.O. BLOCK W/(1) -BOLTS @ 24" O.C. #5 CONT. & SIMPSON SIMPSON MAX FILLED SP4 SP4 5/8"X10" J-BOLTS 2X P.T. PLATE @ 2'-0" O.C. a a 2X8 P.T. BOTTOM P TE MASONRY WALL C B 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 10d NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED I NA KA NA TRANSOM FRAMING ° ° IN 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 wl (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM n 2X8 P.T. BOTTOM PLATE D 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. S4 0 N �Ntt1�11�� �,EWKO1�,, o •cr , � : o P i 11111rs!)100' To the best of the Engineers knowledge, information and belief, the structural plans and specficatlons 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. r`n r 05 1 OC1 M 8 r ;t N 19 J V 0 S F =�� � � LL Wa 0 a U' 0 U) 'd- s JLLLL U- W a E Z0 =a so W 019 8 r, �p K O m W L Z � 16 u1j Z Q�toO z Z N O U U y W 000 z z z o ¢v J — C/1 — N Z th (D E �ro U 0 W Ln _ d _w N O oil II�� r_ coD M o J Ei a7 �0 z 'T ro 4 E N � dp az o� ttZ � � IN& (n C Y h ZLL z Jb Si Z6 W I ! _- KF �x a IIIIIIIIII� v yy� 9 % 007i 0 _ 12 U*) C c� Q% > Cal J '^ Q . X � N O � v C a) N 04 Qi 0) 'a= N Ln 00 co ui T r 00 M E o s z E O H o C d E U J p Q :3 0 c JOB NO : 21-2028 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAMV W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (� 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [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• ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT SKER EXTEND AT LEAST 90% OF JOINT W/ (3) 1 Od "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH ATEACH & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROMBOTTOM 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. DIV 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 7HE ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 T OSB SHEATHING ATTACHED OS 10dX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. .... ........ L 1 THROUGH CHORD 2x4 LEDGER (MATCH BOTTOM CHORD L " 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 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, f� NAILING SCHEDULE FOR SHEATHING IF>9" SEE 1O/S5 �- DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3)1Od & (2)1 Od EACH JOINT w/ (3) ; AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" • AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD BOTTOM ATTACHED (2)16d NAILS W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL 2x4'T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" 0/C SPACED WEEP SCREED J THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" O/C INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAIOKT w/ 4 1/4"xl 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH ( ) SIMPSON META12 w/ (7) 1Odxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 10dx3" @ 4" 0/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 1Odx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 1 TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. 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 ?__ AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR � �i IT;! X-BRACING, AND TOP b " SEE STRUCTURb! AL CHORD BLOCKING N NOTES AND NAILING INFORMATION t° SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 (2) 16d NAILS WOOD TRUSSES `� 00 00 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2)10d TOE ATTACHED WA 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 FI 48" OIC FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" D = 0.148", L = 3") OR EQUAL () (D = 0.207", L = 41/2" OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST ROWS OF (4) (4) 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 3-131 Y) 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Old NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'7 BLOCKING 2x4 BLOCKING @ 48" O.C. 16d NAIL L BRACE ATTACHED W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB -' SINGLE "L" BRACING DETAIL-6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL SIMPSON SP2 w/ (12)10d DBL. TOP PLATE 2x4 LEDGER (MATCH BOTTOM CHORD NAILS AT EACH STUD (2) 2"x8" "L" BRACE -, SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. �'15� AS PER HIB 91 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E SAND 12" O.C. FIELD /—JACK TRUSS SEE PLAN FOR 2x4 "T" ON TOP OF PANEL ` EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, 4" FASTEN WITH 2x 12LOCKNLING S/ NON —LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTIONKoo, g SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S`5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2)16d PER JOINT /- 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 TOENAIL w/ J \ \-2X4 #2 SYP BLK'G @ 16" O.C. (2)16d NAILS (2)10d x 0.131" TOENAILS EA. SIDE CONT. 2x4 #2 SYP w/ 1 Old XO.131" @ 8" O.C. ALTERNATE NON —DROP GABLE END DETAIL (010 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 `CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERE WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES \-MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 L' BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • 0 z w `BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD UNEVEN CLG. BEARING LOCATION () E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - 3'-0" X-0" -6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1003" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) `—CONT. BEARING " " t '" GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. y�A o Ir a a ✓,9 c� CORNER JACK 1 U C w z Cr O U HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. aq NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) " f" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 0 N co `�ettttti��Iti� o •.��%'�ii •'GENS"LCO 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 - Resldentlal 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W n E n 0 IF 0) 00 91 :« " U r� w LL a y s! L a Y �LLLL rs t7 Z 0 tm°i t0 0O� OC�co W 6 d k a Z LL 00 u7 M z y 0 N Z ODUJ8 ❑ ❑ ❑ W � Wz z z a �z CD V 0 r.,-r sjxft � �N— � d A U • W z cM J h S Q E O S z9 z E t—� of O � dui &� o� z Da 0o °z 0. w N °o ttQj z� C r W x� o Cg 0 c O = > Lo 0 B 0 W CC0 � CL m U CD � W fV 00 to T T iLo 00 N E M o Z c E O E m :: m c m a U _j Q p c JOB NO: 21-2028 SCALE : AS NOTED SHEET NO. S5 1/4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK —� 1x4 1/2" DRYWALL DOOR JAMB (REFER DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 4 1r2X8 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CON APPROVAL FOR CONN. 1x4 1 X4 3-1/4" LONG X 3/16"0 1x4 P.T. FURRING 3/16"0 X 3" LONG TAPCONS FURRING FURRING INTO STAGGERED @ 16" TAPCON @/16" O.C.TAPCON. BLOCK@ SPACING �� 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/M. 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH �� 1-1 /2 DETAIL 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL 1 x4 P.T. & 1 x8 P.T. STAGGERED @ 12" O.C. 3A 6" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER*2" EACH END W/ MIN TO PRODUCT TO PRODUCTE DIST. APPROVAL FOR CONN. 2x8 P,T. w/ (2) ROWS 3/16"APPROVAL FOR CO (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16"1x4 O.C. & 4" FROM EACHFURRIN( j �/TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST.4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ..S REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @12"O.C. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45" DIAGONAL (4)10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL ri SCALE: N.T.S. SS X 8 BUCK - CONNECT TO BLOCK 2'-0" — SECTION A -A 8" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. /4" MAX EMBEDMENT INTO .) 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL INSTALL WDW, SCREW i i THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K"K B-B SCALE: N.T.S. SS 1/4" x 31/4" TAPCONS --LEAVE A CUTOUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED -2 x 8 45 DIAAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REBr (TYP,) STD. 90' HOOK (1 71 ±5" NOTCH WEB AT FIRST 2 COURSI -' '-- ,APACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'/Z" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED ' PER NAILING SCHEDULE ALL (5)12d NAILS SIMPSON i 2X6 TO 2X4 H2,5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY— / TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. _ // 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4 X 31/2 TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = 1'-0" SS (1) #5 BARS CONT. TOP WITH MIN. 3" MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS COVER 6-0" D D � — Q D • I" GRADE N • r •D • (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C.. ` ,R ` #5 REBAR (TYP) ' 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED yp ` `STD. 90°HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB — �1[ fl/ TAL SEAT PLATE TE: P SHEATHING TO [BOTTOM I[ OF BAND IST TYPICAL SIMPSON HG2" SDS A @ W O.C. w/ (4)1/4x1 1/2" SDS SCREWS ' ±2 NOTC F� @ FIRST COURSE ` fHE S ` -- INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW SCALE: N.T.S. ALUM DRIP EDGE BRG WALL TYPE PER PLAN 2x SUB FASCIA 2x2 #2 P.T. MIN, 7i FASTENED PER NOTE 2 BELOW L LCONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 12. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: - CMU w/ 3" LONG T-NAILS @ 24" O.C. - WOOD w/ 0.148"x 3 1/4" @ 16" O.C. 3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE STRUCTURAL SOFFIT SFO q 1 SCALE: 3/4"= V-0" ("*) FOR SOFFITS 1'4" & GREATER REV. 02.01.2021 BLOCKING REQUIRED, FOR SOFFITS LESS THAN V-4" MID BLOCKING NOT REQUIRED *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS." 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. A, (2)10d NAILS @ 8" O.C. O�FRygN TO TRUSS TOP CHORD + (F + + �c'TH PLYWOOD SHEATHING + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT + + 2X4 SYP . + EACH TRUSS CONNECTOR SEE LINTEL SCHED. PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS eGG cuGG-r n0 elun SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET' EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MISSING MSTAM STRAP SCALE: 3/4" = V-0" z U- O W U M U RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO + FILL 1st 4 COURSES SOLID W/GROUT r FOR OVERHANGS BETWEEN OVER 1 1/2" ' CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN •, RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 1'-0" 5'-0" NISH SCALE: N.T.S. • ► :. ' . #5 BAR p P ► ° . ° CENTERED W/ ►.;'• •.. +► IN TOP b ► ' ' KNOCKOUT / t + • CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN •'' °• ►• AND SECTION DETAILS CLEAN FILL ;► •. ° ► DIRT 4 _z •; ' STANDARD 4 90 HOOK #5 BAR IN FILLED CELL • • • -., • -., , • - � , _vk It •_ r �• L. ♦ _�•, STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"4" MIN. HOLE SET BAR IN EPDXY n SAW CUT Ir EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. N O N co � N S �••• :��/,�i O•L�••\v G ;' �, .Co; ' No Pv W -Of : T '.a.'•.FLOgi� %: ,,'�i 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 - Reskiential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 91 S RE fp Q - 8 N J N 0 � iA ik LL W (noN' d: U W S �LL O O 7• L (O OF OC �p 2 �o a°c p0 Wrn 7• N c', Z ILd ¢� Z 6 0 co W ❑ ❑ ❑ z N � z z Q $ (n z M w •U Q pR 0 w $ U*) c y z Of �0 N o M w J - E iLA s zo a_ (D H O Ro U wo Z ITT a ap ado aw Q) ra C m� zw z d <� 21 g° W Ua Iw z °d a i; 3 �O -T7 �U O as LO J Q CD O m U CO N ql:* T f0 O = N T T� I r r a 04 E C' M N Z° m C 3 O " E � C ll U J Q 0 J JOB NO: 21-2028 SCALE : AS NOTED SHEET NO. SS , I-p CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY B FRAMED RIDGE TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY BE NAILED (T RUSS BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE w/ MIN. (4) 12d WHENIT 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. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH �3 TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� ----L WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE gL VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD WOOD TRUSS '7► T SEE ROOF PLAN � SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Ck OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP, N TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) C. (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM „ 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OIL VARIES ROOF SHEATHING ATTACHED PER 2X4 #2 SPF BRACING @ NAILING SCHEDULE 16" O.C. W/ (4)12d COMMON TRUSSES, TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS SPF TOP INFORMATION. BOTTOM CHORD PLATE 11 VARIES SEE PLAN FOR WALL LOCATION MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO PLATE BELOW -"—MIN. 2x4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION @ ENTRY r8 SCALE:NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( (2) 2x8 #2 SYP w) O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE: NTS SIMPSON HUC410 w/ (14) 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDULE/PLANM OPTION B CONNECTION INFO — COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER A F A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED SEE FOUNDATION PLAN FOR MORE INFO //5X COMMON BM. ATTACHMENT r18 SCALE:NTS SCALE: 3/4"=V-0" EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22"N� SCALE:NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. I SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABL 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM SEE PLAN 'FOR CANT. —7/16" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN OPTION C MIDDLE 8d NAILS AT 4" O.C. BM. SPLICE OVER CENTER OF POST SEE PLAN FOR VALLEY TRUSS INFO. • MASONRY WALL BELOW: SIMPSON a.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE:NTS EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL 0 ENTRY FRONT WALL s SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3)10d ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH LAG SCREWS INTO END OF EACH (IF PARALLEL SEE 2/D2 FOR FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF s SCALE: NTS --��-- 2x STUDS @ 16" O.C. w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 4 h 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS "11 EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL LOW ROOF/WALL STUD) SHEATHING ATTACHED PER NAILING SCHEDULE 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 J,,,11111„1,,, LE W/f , ��••� 8750 • No ;* � w Y cc • 1 � • v i z '_vl r Q/ To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LU Q W> E r. oo �8 �p�pur Lo N N�N � J LL - � 0V M 0 di R! W rnNot IL 0- Y u- nw � y M • co 0 o Z _ rn `ce �4 0�w Z un LLa , M Z N = O V U N W ❑oo z z a U) to z CD a1 �_ •V 0 ry 8 N VN c d ro w imp- 12 r_ ta�pp M z z o� U_ E I= o so oW > �aR 30 E OU ►`° W q0 o. wd zEC i $ �o W02 (d NCo� Ali m2 F, O ;� z J cb Ny N � W O W� a 3: 9` F Mj OR - °O = �L B CO � Q) M CD U C0 �- m Z N Qi 1:N Lo T T .L. a E M 0 la 3 O E H B a 0 Q o JOB NO: 21-2028 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 e , 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06 02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER ^' ^ "4 WEATHER VE BARRIER & 1ARILY SECURE WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure i resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING y REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as Rinstructions In each detail that corresponds to the numbered items in the list below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary NAILING FLANGE SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT SLOPED MUD BED VINYL SHOWER PAN SCOPE � WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN ---, OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING (SEE DETAIL WP07) IED FLASHING SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER 06tkono7sok SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING Q SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK E AM SELF-ADHEF V 1'4" PER PLAN SHOWER SEAT SELF -ADHERED FLASHING OUTSIDE CORNER a CL CD W w U = w w rn O 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 _o- SELF -ADHERED FLASHING SUBFLOOR RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD `01 :LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 WINDOW UNIT st FLASHING REQUIREMENTS SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm : 30.5 cm) include flashing as described 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. / RE 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, -- -__ 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 tj/ approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The �2 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 ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied 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 RELEASEADHESIVE AS SHOWN) 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 finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the shall comply with 2 following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 <> manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 7 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. INSIDE CORNER 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. w R t B 7.7.At built-in qutters. 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 - PLASTER STOP THIS NATUI DO N( CONTINUOUS BACKER ROD & SEALANT DRIP' ACCE A SOFFIT/CANTILEVER ater esl an arner Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) -o 0 DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS CTURAL FRAMING CTURAL SHEATHING 'OF SAF IAGE PLANE WRB BREAK WRB TH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor - 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact, Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 (V O To the best of the Engineer's knowledge, infonnadon 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 potions of the drawing pages bearing Engineers signature and seal. H 88Ep� (0 C N y c $ # lJL a k LL w W Q Nnr--ZR IN 0 q u-u- LLLL w S0 1 w S _ c m , O 0 t ' a C4 IY O J Q LLWti'i�O�jO' Z Co� �Q� OU ZN rNjZ O U 0 z z � z 0- � r� a(nv) Z v a) QJ 0€ J TC+ 0 W Ul �N c 2 .) a M M Z w J LL E � o Qa � 4 ZQ O H ro 0 w� R� a 0 Z o E� 11D wS �o & .a ro Yg m= Z t% 0 J atl �i N p 8 Z �p Wk hE �� J= w� � NJo ila 3 2 0 to > Lin ai a) cLO > O m U CD W to CD (V ai = N T - T Lo 00 (D T () r Z t M o Z C E O E H m a 8 0 � Q 0 JOB NO: 21-2028 SCALE : AS NOTED SHEET NO. W P Mounting Brackets (10 Gauge, 41/2' x 41 ?2a x 2-12" See Anchor Schedule Bolts 112" Dia. A325 Galv. (Typ•) 0 0 ' 414 Self -frilling Screws A/C UNt Bottum Edge Hurricane Strap (Typical: 3 in front) Front Cross Support (Mdy be cut to W) Left Bracket (16 Gauge) p 14 Self-DAIrly Screws Thru Brdt.kets & Back Cross Supoortlnto A!C Unit Bottom Side (Typical: 3 each side for hurricane use) 10-5/8' - Waihc-rc J/ Self -Locking huts St-ak awall4Nrm Inauuou., ]K late d.1 wills ­1, 11wr-, Air Hot,: E• cl'red toiled Seal al r3row rig wa}tatlre upon fatlselt C dilwoal rite will apPlrl Oft lam varson M-14u- Ani-atlw 2020 Smell Vent PY duels. lnt category: structural canponiect4 9,b".9ory: Producw htrodo d.e a Rows of New Toehnokyy Ccerpranw Nahed Emluolion Report I- f iu,ida Ragldond archlort n, e L Icon sad Flood. Prd.,hona Engines I LMI!122•R9 Pr chias Plud&t Moda. Number or Na,ro 1 SnlenVanl Modal e159«510 7 Shranvent Model 2=04'11 3 SnadVea Mcdel111540.520 4 Sin dvanl Modal at 540.571 5 SmadVwt Model 81540.524 1i SmadVonl Modal e1540.570 r amadVenl Model a1540.574 WIZMM TYW very •Inn ManUfidurer R.Vam 2010 Ores Metals Iw Category: Rowing gubCN.gory: Metal Re.4ng Cconpgnnce Aashod. Ev dietf.n Ropw frown a FI«kn Roo ...a Mcheed or a Ulan led Ii«ka Praesclmal Fngneer F UM NI79.RB Prdduch Seg Y product ModN. Num»r «Name t Drnrel Metnl Rpofnp Sy,lem, IlrffiZflf@£A! cabs lxne vast., Maruracturar Revialpri 2020 Therm.-Tlu Cap9ntlm Cal.g«y' EXIerIOr boon alubCNogory: Swinging EXtwo, Dos Assernku- Cowipllanto Mehod: Evauakn Report ran, Fl«ice Roodend Architect «. LMon sad Florida Fnofefimel Engineer FL-704VB N4 StpaUi;h; 3", d PLVUI Model Mmlher or Name t n Th-Jru Frbe Iffe K end Smooth Ste, b Th.-.-Tru Fiber-0-1c and Snhooln-Ster c. Therm-Tru Fiha-0-4 and S 11, as, 4 d. Thepna-Tru Fiber Classic and Smoah Star 5 s Theana-Tru Rlb-Cleesk and Smooth -Star t f Th.rnerTnu Fiber Cle.w,, and 8modh-S1e, 7 p Th.-.-T,u Fibar-CI... Nand Smooul-Srar Y h. Therm.-Tru fib-Cl... I Emooth,Aw I Thearw-Tlu Fiber Classic and S,nodlh-Star Back Cross Support Shay he cut to'Nl Right Bracket (16 Gauge) Florida Department of Business $ Professional Regulation Building Codes and Standards Product Approval Application Detail CntIN or C-40 Fr ainm a UCM,a V111441a4 aY M0 .01 O✓sham Hermes F. Now- P.E Locke Bowden P. E 1.11, 441.9309 P6r3718 (334, 30 180p Int®,_rI_, Can PrM ,ct D9ac11g11bn Duel Fundsln Floodand Ventilation Vent Dual F., on Flood ark Venblelnn Van lnwlend F- Venl Inw4led Fbbd Venl 11ILWd, Garage Doa Flood Vent Wood War in- I. ""Id V-1 14 Saqud;..,.a. 0-Flood Venn Page 1 a 1 1&Mn loll pall out p.nan0 flffit ya iONsa aubm"i FBC Auorowl Am !bus 121, GrA20 12A UM20 127211/22020 AM - Quality assuarpe AnorovM la Use Aglauard 1•r use Ynnow otliba7 in NVNZ R.aNwN Pr.ssun 12/312020 Yes Ye, N. +1DOf tqu 12/312020 Yes Yes WA +100L 100 12/312020 Yea Yes NIA .tW 100 121]12020 Yee Yes wA s/00-100 121372rf10 Yea Yee N1A NIA 121312D20 Yes Yes N1A 4100'100 12/312D20 Y.. Y., NIA NIA Fiance Departmere of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail EMIM or CONad Enig-4 U.- VSWNd ay Jasm Shuman Zachary R Priest Walla Bowden PE 150213011511 P6-74021 IM4,3001800 NnurraoQ0no1nM tom pag.1 a 1 In4/M71 gays DMie Daw Pendnd 2lu valaN.d aWNrve.O FEC Amr.ya AM- &plus_ oBf102020 08A9=20 OB20n020 10,13no20 Apprwod Assurance Ap«oysd for Use Am. co lot for UBr ILr1Lrg}c 2.!WM Product Decollation Contrail Fmlrallon Date In HVHZ OutsMe11MIZ R sslatant j0ypgyQ DMC 1quNS, OW15086, DMC 175S, DMC 200S, 12f312D25 Yea nt NIA-01.180 DMC 9V Florida Department of Busiress & Professional Regulation Bolding Codes and Standards Product Approval Application Detail H1gN 9/ 1s9untapi Enalnwr 6 Litan9a VddMea a9 Steve Jaspers- Lyndm F, SchmKt, P.E. Ryan J. Kong, P.E. OW)643-7628 PE-43400 (61Ill, 767-6555 m..tXeraentl!Me(me1N ce raw 1 d 3 1,,M21 Pate 2410111ttm Rate )() aQ ts, n"r I lead tat Agmova Ap«dyad St... 07n32020 07/12/2020 0711192020 1.I_o20 Aplxmed Sluariv Assurance Aporowd for-i✓_w Approved for U9a Impact DeiOi Product De9crlptlOn S.Qt*K INWLIllgn DBtt In HVHZ QUt&1do HVHZ R,%FtAla Funs ult Nanha169011 &WoI.1mpedBqud. Opaque 12/312021 No Yw.. Yoe WA Cernposte Edge Fberge.e ShgW Door (lnswhyn 0uwlno XcmOguratlon) Nanhs66N355 Bwd, mp8016qucs, Opaque 12n,2021 NI, rue 'ies NrA Cernpo.ke Edge Fberglee. &I Dar with Sidette(sl (Inewhp/Dutawlnq'. XO. OX a OXO -,our I, rbnhe16M39,86wd,tmpadaqud.O ciu. 12nl1 021 No Ye, Yes WA --poste Edge Fbeepies Dwbe Door well, a • Fut Siddtec Ih9whgrOUH.hg XX «OXXO I:mnvunno,o) Naninel aM39.06pu t.1mpeddqud: Opswe 12/312021 No Y. Y. WA Canp..ke Edge Fiberglass Shale Door inswhgl0ubwinP X -figur Wel N-Inal B&s36:0 aqu-t mpadal.d. opaque Qnl2021 No Yes Ye. WA Cornpbsto Edge Fiberglass Single Door with Elden (in"hwulXnp: XO. OX or OXO Wflaircalms) Nonhal W..:..qud.lmpedbqud: Opaque 12/312021 No Yes Yes WA Compost. Edge Fil... Double Door •eta or vnthwl 3,=t (hang 'OWswttd: XX or OXXO -fiigurenm+I 1`41 a164N39,6 6wd lmp.daq-, Q.. 124112021 No Yea Yea WA CornEdge Flbwgle.s Single Dos i,'"g'autawhg Xc 00uMlc,i Naninsi 66N35,8 aqud,lmp,aaq"I Gilled 12/31/1021 No Yes Ye. N. .a I.. Edg. Flbergne 8hge Gm with gi Na(at(Inwring/Out9wingNO OX«OXO -figur. fimsl Nare.$S&X39,68qud, Impadaqud. G..d 12n If2021 No Ye. Yes WA Composite Edge Fiberglass Double Door with ex -,Vh.t 84dtos arS nW0Vt leg.. XX a OXXO -00unttma) OuMliv ASNrigme AppfM,;itQr.J5J Approved for Use Irim Dv81U!1 lily. Ihpducl Madtl. Numb.., NM.M Proguen dissertation Cardu Eoi Dole In HVNZ Uutsida HVMZ Bg6!king Pressure 1. lhrmra-Tru flb.l-Cleeac and SmoclhSleN-al Nal 8036.0 Bwd:lmpad8qua; Glaaed 12(31202I rlo Yen Vas silo ]yg YfQIaD Manufacturar ReMaNh 2020 PGT Industries Category: E.lai9r Dwis G degory: Sl dog E.I.I. Door Ass.mb0a, Compll.rrca Method: Cadicabm MaX a Lb inq F Ut231 R33 Roau4a .dr lust MC�IM ms,a qr Norma - ;ram; S'.In II pole Moans Imp^.+' Comp.[. Ea9e Flbergi... Deuba Do 11h a YAMwt Sidal IhswhyOulswaig XX or OXXO cmBOunhorsl Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail to'" is, doll llrta 1;- 1", 1_ uzig Cgntd{l G,Oaraer6LICMs, YFll�llSAL YID�M td Flic kppl,y,l A331 OY90 61a1u@ Jens Rosc'.;ekl Merril -Dad. DCCO CER MW1r&N Dade BCCO - VAL 1 WHIM20 1 orga M 112412O20 Appr 4 9,1j 4Uu.o llto (788) 315-7590 Irvtmcki®r�gllnd,ichlnu c. Oualks Asatwance Ananxind far Vat AOeroYM for Us9 implot iit219C R a.11uxa D.annor- In MVHZ UWs)d, NVNL Re.IslYry 1'�q V.yi TYx nq Gow lee, D04/142021 Yo e . Y.., NY,, February 12, 2021 PRODUCT APPROVAL SPECIFICATION SHEET(2021) As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.01-67.0 psf 12/31/2021 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2021 ThermaTru Fiber -Classic and Smooth -Star !IMPACT) FL20470 +80.01-80.0 psf 12131/2021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40,0/-40.0 psf 12/31/2024 PGT Series 5570 FL251.9 4/14/2021 C. SECTIONAL Wayne -Dalton Series 80001810018200 #1105 (8X7) FL8248.3 +31.0/-35.0 12/31/2023 Wayne -Dalton Series 8000.18100,18200 #1123 (16X7) FL8248.10 +30.0/-33.5 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.01-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 N/A 5/26/2026 E. OTHE R 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2021 C. OTHER 4. ROOFING PRODUCTS A. AS P HA LT S HINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12116/2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328 N/A 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.51-97.5 psf 12/10/2025 E. ROOFING TILES Bora) Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2021 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2021 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 6/30/2021 C, ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158,1 N/A 5/21/2022 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) iw DATE PLF2Dti4�.iVasco, lym Bdodutgfa Revision 2120 Therms-Tru C«Iwrallon CN,gory: Fxler-0. 9 6ulaCategary: Swinging Exlerlar Den, As males Cornpllsnew Method. Eveluatlw RoPod torn a Flood, Regiiered ArehteV or 8 Lkenvd Fonds FLaM410-R3 Prudua, Mofenourci l Engineer 9fAe Prox,luc[MMaL tBattplf a Nasty I a. Them--Tru Rber-Classic and Smooth-:Xar 2 b. Thermo-Tru rba GI...-nd fin-th-s., 3 e Therms-Tru Felt.-a.%cic and Smwth-Slur 4 d Thic -Tn, roar-0-si and smodn.8lsr 1 a. Themle-Tru R0er47esslc and amwlh-stor I. f Therma-Tru Fiber -Classic and Smooth-Ster 0. 1h.fira u Fibar-Classic M Innoolh Star I. Thermo-Tru Flbo Clasac all Smooth -Sur a i Thal rw Mim,Claiwe and Smooth -Star 10 1 Thamra-Tru Fbor-0-c and SmGu1n.SN 11 Y. Therms-7ru Fber-Classic and Smooth-saf 12 1 Tilt rru Fbe,Closae and SmoothSim 13 in Th. -Tru FIM,Cl... lc. and Smeah-Sar 14 n. Th. -Prat Rb-Cl. - and Omodh-Sal 15 0. TMrne-Tru nbe Qchcac ark Gh,MIS1.r 1f-. p.T,emrw Tru FrbarClnYc uric B-udh•Ster 17 p. IN— Tru Fb-Clan-and 9mudh-Star 18 r Theorr Tru Fba-Classic and Sn, -Sar i.. a Th.rme-Tru Floor-Cleeac and Smoah-Star 20 t. Therms-Tru Fina-Classic end SrtWarl-8br 21 u. Th.mw-Tru Fibar.Cinge and 9modn. Star 22 v. Thor isl Fber•CSI and Smooth -Stu _- r•• Th.--Tru FlbaCmswc and Smooth-3.1 24 X, Th.rNr Tru Flpc,-Claswc and Snosh-Stu .. y Thermo-Tru FDer-Caeslc no smooth -Star 26 z. Therma-TN FbeaCtafac and Smoah-asr 27 za Thertna-Tru Foar-Claaic and Snpdh-Star 79 1b. Therm.-Tru Fiber-Caswc and 6rnocilse, FLw2Wfi1-era r uau rue veal- Mrmfaeturer ,vc Thermo Tru C.w.twn catagnry. Fuenw 0p Sub Catagery- Swing ng Edera D-Asa,-bsas caapllanu Mshrd: Evaluatim Report tan a Florlda Regol-il Archdecl a a L....d Florid. Prde,oana Engineer e' .7D4a,_�rdd��rr. soup PrLv� MaaM. 1�-1]oNarrw 1 a ihodennfl-Tru Frlber-CIaw rs91t and &ngdh-Star FLN153u,"ll GVgr litre Ytt3a¢n klaufeta,rer Rccn 1020 M1 Wlndov's and D.- Catagray: E.len« Din, BubCat.gory: Shang Exterw Door A.,em2h0e. C."nign nu NNhod: EwN.bm Row sot.. F,.,k6 11eglst-d! Architect or a Licensed Flmlde F I_4sCt5gJN Prdesat.na Engine,, Ore4uata ANA RAtlucl Mo.fs. Nampa a narna 1 SERIES d20 µUMINUM'GO 2 SERIES 420 ALUMINUM SGO 1 SERIES 420ALUMINUM SM REINFORCED 4 SERIES 420ALUMINUM SGO REINFORCED SERIES 420ALUMINUM SW REINFORCED FLN92A&RZg Gods Iya V.,slw 1gARufaplUnO R-sim 2020 war Oak-. a ch le_ aov.ma.d DXwr Corporetbn Cal,q rin E.lerldu Doan eubCategary' Saa al Exleraw Door Aa aaMlles Co-plta¢a Mamad! Ewluatlm Florian from a Floods Regl.lerod Architect «a Ueonud Fl.Ada Prdesslma Engines F L.@2a6-RIG FoducM SedN Aoauct YoOes Nu19ler a HAM 3 BOWl6100/8200#1105 I 800941 OM200#1123 Floucla Dnpadrnonl of Business & Professional Regulation Burdinq Codes and Standards Product Approval Application Detail ;Au_2l r.®teu ammeratxou Y/tgIM9,Jk dtevrt Nsper.m Lyndon F. Schmldl, P.E. Ryan J KM9, P E IBiN71 043 7678 PE-43409 (813) 767-6555 claspNaon@thadraft. co in peat 1 d 1 mno21 fat p3tc Dal. lwlarld lwq Y.umua a3leariuteg EIGA22tU t AusiI D19_ 0723/2020 07/12nO20 07292020 1tl i3mla A,,,,-d 9WRIAnAiala &Qmn 1arUse A»ptovedlaUs9 blit¢vl Dta!Dn Product Qlaugiodat coal Expinautin Dag In HVM OWN4o HVM ISOIA" Ittivu. Ntrlvn 66ft]9,88qual:krpaclequd. Opaque 12/312021 Y"Yes Yee WA Composite, Edge Flbaglssis Single Door (heMng/Oulswtrug, x cmtgunnm) 4a 168a39:86grd;mpad Ma,d O.W. i2J312021 Yea Yee Yes IJ/.A Compodte Edge FlbeellasSimla Dax WAh Sidelile(9) IN1aw1rgrOuasdng; XO. OXor OXO cmlqur i n81 N-na 69#39.66qud:lr xvoAaud, Opaque I2P312021 Yes Yes Yea WA Coax. a Edge F1b.gfss Double Do*r wIth a M w13d ites (InswinWOute ing. XX «OXXO c«lilgurellm.I No iow eda3g:08,gaq:krpadswd Opaque 1N312021 Yes Yes Yes WA Cons,"t. Edge Rbagb,. SKI. Do« (O W ng/Oul-Ina: X cmagun l-I m Nvna 86030.0dqud;knpsd6qua; Opaque 12MI2021 Yes Yes Yes WA CMlpolIto Edge Fiberglass Singe Dopy with gldelAe(s) ilnewingiOd,wing; %O, O%a OkO cal llowellans) NCRYnd 681139:08qua.hru-taquol', Opaque 12/3121 20 Yes Yes Yes WA Cou"T"le Edge Flterg9ss Double Doer with or wth out sldelka, lmw g1ouleMng: XX a 0XX0 cMnpureflans) NaWna e6039,8 soul atpsudqud dieted 12/3112071 Yes Yes Yes N/A Conp-te, Edge FlborgNSs elope Door , 11sw'rng/Out..Irg: X rmeguntlonl Nampa 68a39:8bqua:Npad6qud Glazed 12012021 Yes Yee Yes WA Co r"a Edge Flborgase, small Door w ith srlalita,aOX err OXO mfgurstima) Nar9na 68R3fl;88qub:lmpaddqud. Glued 12/312021 Yes Yes Yes WA ampoa1. Edge Flbedr." Double Doorwlth a with wt sdahe , ins.Ing/OW.wrig. XX a OXXD cmfpurattmsI Nomna aii aqua,hpadiqua GI -el IW312021 Yes Yes YN N/A c`N,Ie Ftlge Frborgaos and. Do« (hNMno(Outewlrq: x tmlgura0on) Ncrnlna eBe35:0 bquv.hT"v&qud Glazed 12612021 Yes Yea Yes WA CoIp"I. Edge Fiberglass single Door wth 3da11.(sl inswingX)dsw5rq, XO. OX a OXO <mhgurstimal N,h.146439:0 AqugLkrpsoliquot'. Glued 12J12021 Yes Yes Yes N/A Connor aloe Edge I'Swolsss Dwbe Di or Wlm Is, wrhwl 51"Itee (Inswlnr/Dulawing; XX or OxXo on6ouneNone) Nadna 68,1139:8 agrdl.irpadsqud. Opaque 12/31n021 Yes Yes Yes N. conposne Etlg. Flbaglass &NO. Dal with aqua. Nth hnp.Fs&-a. 3dsass) (hfMng/Outs g.XO.OX.a OXO omtgurallons) Norfana 66039:8 6g,ol;kT"degad Opaque IV312021 Yea Yea Vas NIA Cotpoalte Fdge Rbagess Double Dos •Mth Squat Nat-Inrpsd6qud Sdsleaa (Inewin0lOV1sa1n0: OXXO Configuration l Nominal SM39;0&Quot.hoicA&Wot. Opaque 12tI12021 Yea Yes Yes WA Canposlle Edge r1bagli se Single Door with 8qud'Non-ImPad8quel: SidNlta.) (InswingfOutswing: XO, OX a OXG configurations) NaNns 8M39.0 Bqud;krpacl6qua, Ore. e 12,312021 Yes Yes Yes WA Caipnins Edge Flberghiss Double Ooa wlbi dqud Non-InrpadbquaL 30.I1tee (InawlndOWawlnp; OXXO configuration) Nannel 6M39:8 agid:eb.lmpsct6qud; opaque 12/312021 Yes Yes No N/A CarpoLla Edge Fiberoloa. Single Da a, ( hSwingfoxiesdrg: X Gmlgingon) 110 16M39:B 8grer;Nm.I-p.d4gu t; Opaque 1=1no2i Yas Yes N. wn C_ia. Edge FlbagW.. SkIa, Ooa win SltlNll.(s) IIrNVIhouOui-wing, XO. OX ce OXO «nfipuredlonsi Nanmd 694139:86qua;Nal ImpactAqua; Opaque 1213142021 Yes Yes No WA Canpoats Edge Fibagla,e Double Dos with or without SidN9ae (IniumnalWilsing: XX w OXXO cmfigtt-ors) Morena66039;0 bqud;aum-Impscfbwd; opaque IMI/2021 Y., Yes No wA Ccins pare Edda rlbayeaa s10e Oogr m w.ing70ut.wing: x emeg.nhwr Nomna 9M3B:0 agra.Nm-Impact6qutl;Opaque 12tHnO21 Y., You No WA Cmpoate Etlge Fil agless Sings Door wsh 9ldaras) Ibnwbtg/Oul,wing; %O, OX or OXO NC1rNna 88e391.0 Nth-Impaotdqua: Opaque 121312021 Yee Yes No WA Cmpoelle Edge FIO noses Double Door with or with out Sid olkes (twMngfOutsmnij XX a OXXO Nmwn.169439:66Wa:Nar.lmpact8qud: Glazed IX 2021 Yes Ye. No N/A Cmpome Edger Flbag9.. IIogle Dos Ihlwlnp/Oul,w'inp. X cmlguntlonl N-na 66039:6 bWd:Nm-ImpeclBqutl; Gland 12Ri202i Yes Yes N9 WA C.10-1. Edge FlbagWss 3npe Doawlh sidaAavl nnswlroOd.wno, ko, oat ce OXO cmlqunshonal NominM66e38:88quct:NXx1-Impact6qua:Gl8nid 12/3112021 Yes Yes No WA Compete Edge PbergNse Dwbb Ot-Ith a .thou! Sldatio, dnw ,,W W-Ing, XX or OKKO CcnflaufMldls1 Norhnd 66039:0 aqud:N0n-Impad64b: Glazod 12/312(121 Yes Yes No N/A Cmlpoat. Edge Flberglaa. Stogie Door (hsumnotcanswinp: X can oulatim) NaNna 86e39:0 BgUa:Na1-Impadbqua: Glued IM12021 Yes Yes No WA Comporie Edge Flbuglass single Door wth sldaatn Ilnew int roaswng: xo. OX. oX0 mfpurMtmsl Nomind6a1139O dgtror,NaFlmpedaqud: GlPzed 12GIn021 Vas Ye. ran N/A cgrr4lmite Eager neage>1 Oouble ooa w11n « that slastm (Inwvrnpwhdawinq, xXa OXXO cmfgurNimel Florlda Department of Business & Professional Regulation Budding Codes and Standards Product Approval Application Detail ku0lvsv. co.l ut C hen 6 Llca,se Vdl l tad 0, 61.ve J.apenM Lynd I midi 1, L y �. 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Max ha9fll. Glazing avelNbb In lap Or fit ... dlate Sottish. Page 1 uf: I/92021 �a 8k Data Pandmq 1:1t9 Validated By Ytdidged SLA"rttd FBC Approval Ar,o.,A 2,N'7c JeRrey P. Ames -- PE. W2/2020 0920=20 1029.020 12r'I ^_!-'j nt r.r•.,�J (904)021-5200 Quality As.a Atsx .I,Uss Aggraved for Uu Ig•g➢GL Los - contract EXdra l lal Doe Ili tlDii ova NVNz 949111mn p!"clurt 12/312023 No Yc1 'Ies +31.001-35.DO 12121 Q023 No Ye/ 'i ey .300&33, 50 -4--' Q) N Cn O U iL O O O Q M W CZ O O O 0 Q _O 0 O � Li- 4+ M O ^, > 0 C^U O CU Q Q. ...1..1 -� �f-^ VJ Q z U) cu Ca O O Q Z3 O < L� W U) -}-J U CZ m Q O LJ Q W Z J z Q J SHEET NO. PA 1.0. N N tLM11537#e C2d4 1'vw V-1.11 R.,,I o 2020 full Prvducla riled Manufacturer Cads, D fton or AADG loc Category: listener Docks Sub CateO Eleanor Door Cem nett p 1Y: po Cempllsnce Melhod Csrtlficebon M6dt a Listing Prbdud Modes. Number a Norma Si 727. 747 757. a77. end 441 Singbend Pend Doors Florida Deportment of Business R RegulationfesslonalRegulation Building Codes and Standards PPcdI)CI Approval Application Detail nilly_QL Coln FndMarA Lis•, VaYWted a, Tan Renay UL LLC Troy Cheap. P.E. (641)494-2813 (954)9474=0 ran. raaeyaas-tiloy.eo ,^ Oualtr Assurance Pectiel Lsardlnn C9Nrxt ExvJrellm FIu9,. GleaeO, end Louv.W sngb said pairs a 12131R025 Wi-moral doors. Def. core Y11Mtl14 SWIlrD14 12.1w:.20 12131,1707n Anyuredfor Us* Data IAhY1� 1'95 Pscr, o liglg FaC A.... AoggYtdfa Use WIaG NYNZ Yes Act AvpJ 12rl2020 a8p_dcS Rasklanr Ye; ppe 1 a1 usr2D21 3WYi App-d Des110' lea i.. Mil t�4��%-,'; Qd2 lynx Vwka,, R"Son 2020 ^a - M+nlrlulsew MI 'J;nidbxsand Doors Category: Wtndowa S1dlC steggry: 11,09 Hung ComrL�ralrr. Method: Certification Mem a Listing ProdLlct MOdol. Number Or Name 1"', `.I' Floridaridn Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail _ •adult, or 2pplayd EnabnN, 8. Li cens4yalld.1"By Brent Sithiger Amerren A, hllzr1ulel Stevan M. Urkh PE (717)365-3300 Manori'lr.rt Atsoclaon (717)317-84M blizingeramlv+doorn Quality Ass.rama PYedlld Oeurl Dtlon CorSrad ExdrMlon One S2x72 FmFlange Cieme IGISG Single Hung iWO&021 Lerrr,atad GlacePolhillO 261 �a Yap4atld aulm,ulW 1//17,2D2u 110720N1 Amirante for Use p, I�v112 tin Date Pelldllp FBC Aouwval A,ne-ed fnr use outside HVHZ vas r+.Jr , ,.,; i. 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Pogpro wne Mesue Rod Vmi IW102025 McMeniceiy AaachedN Plywood Dark. No yes N,, i. - .. li 1B 19 SaxonY600-aft Shake Asmp, Split Shake Saxony fi00-Safe snake eamD. Sand Shake Saxehy 700. Shi Slate damp: St Shake FpIPPAI.-Ssaklon. CA 121312020 Flat RofiN- Rielo. CA 121312020 Flat profile -Store., CA 12/31202D No No wYee Yee Yes NA NIA N/A N/A N/A N/A ' 4 TAMCO OR -Riga Rod Vann »im Salle TAMCO Round Top OIFRIOge Vent w th Battle for NIC 26 pL Staticroor rrnplata with Integrated baffle 08/00/20213 26 ge- static (Wf venhlator elm bare 09/OU2026 Year Yes Yes Yes N/A N/A ri/A, rIrA, 20 27 25 Seconyy 700 -Shake State 8emp. Sped Shake Toles espana / Boreelala ViIB FNI Prdlle Ri.po, CA 12/312020 Fro, Wotle - Katy, Y% 12131,2020 Low Rdtla � Katy. T% 12,312020 No Ng IJa Yes Yes Yes t4/A NIA N/A WA N,A M,A o Florida Department of Business & Profossional Regulation Florida Department of Business & Professional Regulation Paae a, Florida Department of Business & Professional Regulation r,/. , •e , Florida Department of Business & Professional Regulation Fist•} al Building Codes and Standards v7rzlnl Building Codes and Standards 1rnmzl Bu id,og Codas and Standards 1,I•_0J l Bill di rig Codes and Standards 117rm21 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FL81507&Rl -- - nml86m3 !]rtlle"R? FL M]144ts .gall 1 it" Y}B!g) Manufacture EOg11i wag Lkadknew 1 L1 tm Validated By Jill 2" ValldWtd Iluendlerel Wt. Pmwm PAC Awa o x �l ABpr4Wd OtAWi C_gllt lies Via,, Manuhctura, tltllh--gt ,Contact Fnolnaor l Un anse va6aalaU ev 1$l1 D3t2 kall" AUUM yag Date Pendlna FBC Auo oval e dal_ 7,)pgpel statyy C d 7yw Y1r�1911 manufacturer e rf`, fYyl cons l IIIA ns., 4 License Vall"M By �F1 I&I VYIUMed SatDai4Lt4 Date PmOinu L@CAPp[py01 _R= Agpr . elalk, (rpill jIA,, Wrrz_ M-fferg ar•r chow yr -..:. ir>enstid Ggin•a, b License Validated By kilo valldished subbi Daa Pondrnp FBC Au.uaral ge. Approved 4ta{Yt RtN9lon 2020 gadbl Prdncum Products I IC „y: Shubert Subcategory: Storm Panels COrrpllag. MMhW Evaluellm Raised from a T h, Roblmee„ Welter A Took Jr., P E Jinn W. KnexeMa,, PE (954) 689-7545 PF-4416? (954) 772-0224 ikn.rodntgn @9ppent.ean D9))8,202() D9X)&2020 10AJT2020 12115`2020 Applied Ravleksn 202n All A en .n 8nutlers and Glass Caleeary: 9hutterr SubCalegory: Storm Parer Campllallc. Married. F no.. an Report lam a Mike 8alblarl Frank L. Bernardo. PE I— Ulshop. P.E. (5011712-0862 PE-0046545 c0"4, 947.0800 mikeb(jel0mmicsnshutle rs can 10262020 10,1512WO lV052020 111 W020 Apprweul h'cwslon 202v Alpine Caegory: sluaaal C anpgnante SuK.Ii si y: Truro Plates Compliance Mosinee: EYeluellm Report fawn a Stuart Lewo IG,_ E; ale en.m �er.;•a. LLC Winiam M Ranieri, PE (321)710-3377 (40?)Gtl1-1B11 10/31/202Q 1 D 22=20 11,052UI0 11,0`.J2020 AAp,wed R"Glon 2020 Cnmmarrial Cmaa. Roduas,lnc. Category: SlruaaalCmpmako S,A,Caegary! Products losexec cad a.. Result.1 all TCehnNegy Robert GI01% snivel A Greeni John Hay (813)850-3707 PE-34245 (362)568.5311 precakgaloriiiiyehgocan 1VIOM20 I M620it,0 1229/2020 on g FBC AppleCateal Florida Registered Architect or a Licensed Floods, Florida Registered Architect or is Licen Bed Flalda Product Evaluaden Elan)• Camlrllamea Mahan: Evslvalan Roped hen a Protssional Engine. PrMe451MM Engine, Flonda Regisered Archteet or s Licensed Floade FLei 7B69 143 Ps FIJNgS4tT Roduc[o Prdesslmal Enpnew SW 5076-R6 P, --Us Da.dW A.errM.c• Amror•d for Uas Avnfoved fa Us, Mnoaal Deafen .dues ;2llapty Asswa,ce Auwoveu lnr unc Avpr9vw nor Dab In1 +a�r.l pea_u,i Seat prowcl Nodal. Mlanhsru Name fLam anal Ian p Product DKCnotlal CdSraI Bmlrollon par Anurho HVHZ Us, AparawU 11� to z QULfr141tlVMZ lialsw Rt_alEl3rg niiPress PI53fflfe. FL INAMRedacts 2ES1.9 Prodret Moll. Flurrbapr Nome 20 Gage Gelvenlzetl Steel Siam PanelaMV1/2 Prrakut Din-risluon ccoa l EadrdlasDa• Conugsled Galvanited&.at atom P9 aft Patti nod 12131/2021 to HVHZ Tez Oalalrla HVHZ Yes Resistenl re, P­ r rl :. ki . 1 FTuducl suUal. Numbx or NMna 2nga Galvarvaed Steel Stain Panels PmauY aeac(idlan Lora-1 Exolrallon Ualt 21ga Galvanised Sed SYam Panels ILP1 n_o_1 in "Ilz Ye. 21wilfidal= Yes flini. A Yes Ppurs. -iy Ni 1 2 ITW BCG/Alpine Higher Strength (H Seme. 51 ITW BCG/Alone Hinge Plate More Gomeata R.I. 12/312024 Manor Comeaor Fate 12/3172024 Yea Yes Yes NIA N/A NIA WA ¢ffi1N Pr ode. Model. NuanhM a Name Duallfv Aksu; once A � n Iva s' n Ae (u Vj, p14ffiLd WFef o41a1 SgIDIk1pI.LTIlt[gLpin Qigt hI MVNZ Asoun ed for Use OWNb NVNZ Impdcl Rl5lSldnl o•e;m, ('G.Yitir4 a lid by backs to pro✓ide hun,esne adsebon 3 ITN BCG,APne Trulos Metal Connector Plate 12,3112024 Yes le, N/A Ni I Overly RDca91 or Comm orcial Conroe Product* Recast and Prestressed Cartpers Unlot 05125=24 No Yes W" WA 24 Gage Galvanized Steel Storm Panes/NHVHZ Corru good Gelvenlxvd Steel Storm Panolsraainad 12/312021 a nor by becks to provide hit III— p(dedl r IVo le=, ie. N!!. 4 ITW BCGIAIPI,. We— Moles Connector plot. 1MI2024 Yes Te: NIA N/A (n �- O T W Florida Dopartmont of Business & Professional Regulation Building Codes and Standards Pagel orl w2g2t Flonda Department of Business & Professional Regulation Building Codas and Standards Page 1 .11 Florida Department of Rustiness & Professional Regulation Building Codes and Standards , 1 cr, ,- h,,.. i � ) V Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail P INVIVA7 40o rvllmia.lular ua Venrn M Ninny yyDtagL L'Inc­InaLchi, voNdabu uv 24! 2" ](a@ga{lg aaubmia4 Ll to 11rud1,la Will An ,. "'__ 1' iflob" ,j�] Ge4R ]ypa Y1Sla!] rylandacturw e!"Ity_. 2gpagt ppg ear al ranee VanUated Nv Data 0.1e WUUatod "I• Remilou tSL A-ug 1 Date Approved jlalya O FU156•R13 Cr_I• Lnllly pL ;alp W)Ir get n h n (�y(g Type Vprdul" Manufacture "IIIUt gindinf^.t ALISZDSg Yallll8lP4.tt11 vagIrd AuLft9w FCC AlproYil. ARgCRY.r4 ¢1111 R.M.lon 2020 M,Tak Inc Eno Waloon ICC 6valu*pm Service, LLC ICC Ev.lurilm service, 1 D10212DZC 09r302020 In'I :-:+r; Approved Romsia, 2020 Weyemaeuser Rd) BOddwm ICC Evaluanm sw ., LLC Ian Leaner, P.E lonjr tc?a Appmed F„• R."tOn 2V20 CAST-CRETE USA, LLC Craig Pomho Miarni-Dade SCCO CER Ml.nd-Dad. SCCO- VAL 11202020 101272V20 11212D20 ApDrgvod Category: Strudael Ca,poo.a. Ileso"sgory: Truss Plates (952)898-a635 LLC, •wnldmQmn gem (206)590-9800 eategay: grudael Ccnnnobehis SukeCaeggrn Engineered Lumber (253)924647B 1600, SM-3284 Recent Caagwy: St.d.rel CanpCnenta SbCalegory: Rvduds lesrpdacades a R-1of (813)621-011 (7681315-25DO Cwoll nHM$Mod: Evolution Report Rom a Pradicl E-1.11te Entity Conplla Ndhod: Evaluation Roped From a Product Evatwlfon Entry Buser. cam New rechnct gy Compliance M4Med: Cereficalion Marl( or Llethg [^) F LP2t 17-R7 Homo-.♦ PLdU517-R11 ProOuelf FLF154R13 pt9WIg4E // DualW Assurance Aeprowd fan Uas Aggrieved for Uee ban QueW Asuranc. Ayafored taus. Amruwd for Use I.gagt past., Cosily Assurance A-s uvs•d for Jet Amr9ved for usv JO1gaL1 sea,ali 5 •pe P: neuct Wndsl, lear,hw o, Nor bow M1e3H3 linisissel Dissertation cariaraa Enaraim oa. 18 ga. super high strength truss connector plate 00/30/2021 pj(vIj Yes DWSItY HVHZ Yes Qyfg�y, NIA Rosy! N/A Bank 1 Product Yod.L lAmbaa Nero Microlam LVL Radr7 Da9cr1[rtinn color act Exd,Ylon Des Laminetod V.,e. Lumber aV312021 In HVH= No Ou161dP HVHZ Yee Reyl8td9t N/A PlegtUl9 NIA @1.9.2 HpmlSl M.04gJ tenter of Norma High Strength Concrete I Inlets Product Da9Ird.n Contract Exalatlon Data 4. tic 6 and 12 huh wl,M IIN016 05212022 ID11Yi1x Yab Outside HVHZ Yes lt4aletgttt NIA Prnnswe N'A �/ ' ' MII 18 M718HB 1A go. buss epnneclor plate 06130202t 1A ga. high glen Oth tress connector plate 06,302021 Yes Yes Yes Yes N/A NIA N/A IIIA 2 3 Perdlam PSl TlmbeSaand LSL Porelkl Spend lumbar 051312021 L-Pre, -told Strand Lumber O3/312021 No No Yes Yee N/A N/A N/A N!A Cn 4 MT20 20 go Wig cennector pale 00Y102021 Yes Yes NIA H,A 4 TJ Rom Board structural COnpoNis LuMNf or Orle^ted Grow 03(312021 NO Ye- N(A N/A MTZOIJS 20 go high strength bills! connector plate 00/302021 Y. Yes N/A rlrA board Porn Board Weyatbeuaw Alm Board Oriented Strand Board Rim Beard ow=21 No Yes NIA N/A O L U) U m m w z z Q J SHEET NO. PA T. O N C_ U) Ca O .._. > U = O N Q Simpson Strong -Tie 2020 FBC Approved Products Updated 1z13o/zozo Simpson Strong -Tie Tie 2020 FBC Approved Products P g- pp Updated 12/30/2020 Simpson Strong -Tie Tie 2020 FBC Approved Products p g- PP to SSt' listed below, CLICK HERE. Updated 12/3i'y2(120 • � - Simpson Strong -Tie Tie M20 FBC Approved Products P g" For erect NM1KS to all SST apprwale NStatl below, CLICK HERE. Updated 12/30/2020 O Q� co CL For tract NnKe to ell88T approvals flared below, CLICK HERE For direct Inks to UI SST approvals listed belova, CLICK HERE For dlreet NnK$ all approvals For addlCbltel information regarding Florida's Statewide Product Approval System end Marty -Dada County Notge a Acceptance (NOA), CLICK HERE. _ CD ^, -regarding Florida's'PI'odilCl Approval f;y.;tem Marra -Dade County Notbe of Acceptance (tlOA), CLICK HERE. Florida's Statewide Pioduel Approval System end Miami -Dade County Notice or Acceptance (NOA), CLICK HERE Far additlonel information raga 9pF Ys Y Pe For additional information regarding Florida's Statewide Product Approval System and Miami -Dade Canty Notice or Acceptance (NOA), CDCK HER L VJ +-• addtional information regarding Statewide and 11 HUS, HUSC series hangers Face -mount hangers available In evtdths ranging from 1.518" to 3- M U) FLAt2385 R7 J:)_#10446-R6 FL#10456-RO 9116" and heights ranging from 4.5116" to 11" Concealed flange version (HUSC) available for models having width equal to or O _7C3 12" Product Model. Number or Name Product Descriotion Se Product Modal. Number or Name Product Description Sea # Product Model. Number or Name Product Descrlotlon Brick Ties greater than 3-9/16" � 0 1 _ 1 Tilen Stainless Steel Concrete & Masonry Screw (TTN-SS) 1/4" diameter Titan stainless steel masonry screw 1 A21, A23, ASS. A34, A35, A44 Angles 1 SIT, BTB, BTH Coiled Straps 12 IUS aeries hangers Face -mount hangers available in widths ranging from 1-7J8" to 3 C Q 0 _ 2 APA21, APA4, APA6, APVA21, APVA4, APVAS Outdoor Accents Angles 2 CMST1CMST14, CMSTCI6 ghts ranging from 9-114" to 16". Face anndd heights Q � 3 APB44, APB44R, APVB66, APB66R, APB88, APB88R, APB7010, APB1 DIOR, APVB44, Outdoor Accents Post Bases 3 CS14. CS16, CSt8, CS20, CS22 Coiled Straps Coiled Straps 13 LGU3.25-SDS, LGU3.83SDS, LGU5.25-SDS Face -mount hangers (� O yam- _ FL#9589-R6 APV844R, APVB66, APVB86R, APVB8$ APVBSSR, APVB1010, APVB1DIDR 4 CSHP18, CSHP20 14 LU24, LU26, LUYB, LU210 Face -mount hangers (Z E > 0 4 APDJT2A. APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-e, Outdoor Accents Deck Joist Ties 5 CTS218 CompressionlTension Strap 15 LUC282, LUC210Z Face -mount hangers . _ � � Q sea x Product Model. Number or Name Product Description Outdoor Accents Connector Screw 5 APVDJT2R$ APHH46, APHH40R, APHH610, APHH610R Outdoor Accents Heavy Hanger 8 7 DSp, SSP, TSP H1. H10A, H2.5A, H3, H8, H7Z, H16, H16S, H16-2, H16-2S Stud ro Plate be Hurricane Ties 16 LU5 series hangers W"Facamount hangers available in widths ranging from 1-9l16" to 4- 5/8"and heights ranging from 3" to 10-15/18". Q� 0 in O � }, � Q 1 2 SD10'112D66 SD9112, SD9212; S010112, SD10212 Strong -Drive SD Connector Screw 6 APL4, APL6, APT4, APT6, APVL4, APVL6, APVT4, APVT8 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown Y Hurricane Tie 17 MGU3.B3-SDS, MGU5.25 SD5, MGU5.SOSDS, MGU5.62-SDS, MGU7.00-5DS Face mount hangars � � Q 3 SD9112SS, SDO212SS Strong -Drive SD Connector SS Screw 7 Al'i APLH24R; APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 9 HS24 18 MIU series hangers Face -mount hangers available in vddths ranging from 1.9116" to 5- t� - t v ) Q 4 SDCF22434, SDCF22512, SDCF22814, SDCF22700, SDCF22858, SDCF221014, Strong -Dive SDCP Timber CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDSt.5. HSS2-2-SDS3. HSS2-3SDS3, HSS4•SDS3 Heavy Stud Shoe Face and heights ranging from 8.1511G' oD 18-11T. SDCF221134, SDCF22F334, SDCF271958, $DCF272358 9 CBT2Z, CBT4Z Concealed Beam Tea 10 CJT3Z, CJT4Z, CJT5Z, CJT8Z Concealed Joist Tres 11 HST2, HST3: HST5, HST8 straight Straps 12 HTS16, HT820, HTS24, HTS26: HTS30, HTS30C Heavy Twat Strap Face-hangars S28 19 MIJ 1- 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw Deck Joist Tie 13 HTSQ18KTZ, HTS020KTZ Heavy Twist Strap 2D SUR; SUL, SURC, 5ULG series, hangers SUR, S, L SUR Skewed face-rr cunt hangers available in widths ranging from Skews face -mount 9DCP221100, SDCP221134, SDCP271400 11 DJT14 Light Floor Tie Anchor to and heights ranging from B' fan 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 13 DS FC4, FCS Dry Wall Stop Framing Clips 14 15 LFTA LSTA9, LSTA12. LSTA15, LSTA18, LSTA21. LSTA24, LSTA30, LSTA36 Straight Straps ed flan" available r all do Concealed Concealed flange version acute e is c available for all double flange 2X and 4X modals; crib acute flange le concealed. 7 SD825112. SOS25134, SDS25200, SDS25212, SDS25300, SD525312, SDS25412 Strong -Drive SOS Heavy -Duty Connector Screw 14 FWANZ Foundation Wall Angles 18 LST149, LST173 Sleight Straps SDS255MI SDS25i60q SDS258M Gusset Angles LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9116" to 8 D 50625112SS, SOS2520056, SDS25212SS, SDS2530055. SDS25312SS 12SS, S OS272q Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GAL GA2 Hurricane Tle 17 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap 6" and heights ranging from 2.518" to 11-114". 8 SOS2511 8, SD SDWF2724, 26, SDWF27 Strong -Drive SDWF Floor•tutFloor Screw 16 H2A, H2.5T, H8, H10A•2, H1 OS, H14, HGAIO . Heavy Concealed Joist Tie 19 MOT Medium Girder Tiedown 17 18 HCJlZ HH4, HH6 Header Hangers 20 Ill MSr37, MST48, MST60, MST72 Straight Straps 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21STA3Q , MSTA24, MMSTA36, MSTA49 Straight Straps Fl #1D667-R6 R FL#10007•8 20 L30, L50, L70, L90 Angles 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Slaps Sea X Product Model. Number or Name Product Descr tion 4� Product Model. Number or Name Product Model, umber, r Nam Product Description 21 LCE4 post Cap 23 MSTC46B3, MSTC66133 Pre -Bent Straps 1 BA series hangers Top flange hangers available in wddths ranging from 1-9116" to 7- 1 TR5/8, TR314 Threaded Rods 22 l L550, LS70, LS90 Skewable Angles 24 M5T126, MSTI36, MSTI48, MSTI60, MSTI72 Straight Straps 1/8" and heights ranging from 7-116'to SO". 2 ATUDS, ATR11Z UD14-2 ATU 2, ATUD9.3, ATUD14, ATUD14-2 TUDBB13112. 2, ATU3, Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS16, MTS18, MTS20, MTS24C, MTS30, MT830C Medium Twist Strap 2 DGBF series hangers Top flange hangers available in widths ranging from 3-6/8" to 7- 3 , BP3/8.2, 2, BP518-3, BP3A BP3/4.3, 3 4 Bearing Plates 24 LSSJ26LZ, LSSJ26RZ, LSSJ28LZ, LSSJ28RZI LSSJ210L2, LSSJ21ORZ Field Adjustable Jack Hanger 26 NCA2x10-12, NCA2xl2-12, NCA2x8.16, NCA2x10-16, NCA2x12-16 Bridging 118" and heights ranging from 9.114" to 24". 4 CNW3/8, CNWit2: CNWSl8. CNW3/4, CNW5/8-1/2, CNW314.5/8 Coupler Nuts 25 LSSR1.81, LSSR2.1, L5SR2.37, LS5R2 58, LSSR210 2, LSSR410 Field Adjustable SlopeablelSkevrabe Hanger 27 RCWB14 RPS18, Wall Bracin g Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-1YY'to 3- 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD7e, CTUD77, CTUD87, CTUD88, CTUD97, Coupling Taki Device 28 LTP4, LTPS Tie Plates 26 R2. RPS18, RPS22, RPS28 RSP4 Stud to Plate Connector 5/8" end heights ranging from 7-114" to 24". CTUD98, CTUD98 27 ML23Z, fill ML282, ML287, ML21 OZ Angles 29 Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-314" to 3- 6 N3, N4, N5, NO Heavy Hex Nub 28 MMH8 Roof Tie -Down 30 SP1, SP2, SP4, SP6, SP8 Heavy Stud Plate Tie 5/8" and heights ranging from 9-1/4" to 24". 7 1RTUD3B, RTU04, RTUD4B; RTUD5, RTUD8, RTUD7, RTUD8 Ratcheting Take -Up Device 29 30 MMHC MMLU26, MMLU26 2, MMLV28, MMLU28.2, MMLU21Q MMLVI211, MMLUI39, MMLUI311 Hinged Roof Connector Face Mount Hangars 31 32 SPH4, SPH6, SPH8 SSLS, SS2 �, 883, SS4 5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths renging from 5-1/4'to S- 7/8" and hedging ranging from 11" to 8 TUD9, TUD10 TUW38 Take -Up Dew ce Take -Up Washer 31 RBC: RBCP Roof Boundary Gips 33 Sli ST12, ST18, ST22, ST292, ST2122, ST2115. 5T2215, SiST6224, 5T8236 Straight Straps 8 EGO series hangers ng from 3-518" to 7- Top flange hangers available in widthss ranging 9 3/8" Uplift Rod Run Tiedovm System 32 RST-3 Rod Tie -Down 34 TB20, T1327, T8307 TB36, TS42, T848, TB54, TB6fl TB60 Tension Bridging 1!a" and heights ranging from 10 11 URS3 URS4 1/2" Uplift Rod Run Tledown System 33 RTC22Z, RTC42, RTC22, RTC44 Rlgld Tie Connectors 35 TWBIO, TWB12, TWB14 Wall Bracing 7 GLS series hangers ngf ranging Saddle hangers available in widths ranging from 3-1/4" to 6-718" widths 12 URSS 5/8" Uplift Rod RunTledown System 34 STC; STCT. OTC; HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown aTop nd from 8 13 URSB 314" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WB108, WB106C, W8125, W6126C, WB143C Wall Bracing 8 GLTV series hangers eranging available in i the ranging from 3-tJ4" to 7- flange hangerswidths 30 Z2, Z4, Z44 Panel Stiffener Clips 118" andghe ranging frmlI 32 9 HB series hangers Top flange hangers available in widths ranging from 1-9116"'to 7- FL#10531-R5 1/2" and heights ranging from 8" to 30'. FL#10441-R6 FL#10447-RE 10 HGLS series hangers Saddle hangers available in widths ranging from 5.114" to 8.718" product Descrlotlon Product Modal Nun] leer or Name Product Description and heights ranging from "to 28". ,Q�aj 1 Product Model, Numt>gr or Name DTT2 Hold-down Seg # Product Model. Num bar or Name Product Description 1 CBH2 37x5.5, CBH2 37x7.83, CBH237x9.75 Concealed hangers Face mount DHU) and top flange (DHUTF) hangers 11 HGLT series hangers ble in Top flange hangers available in widths ranging from 3-1/4" to 8 2 HDC10/4, HDC10/22 Hold-down 1 2 AHEP OSC2R-SDS3. DSC2L-SDS3; DSCSR-SDS3, DSC5L-SDS3 Adjustable Hip -End Connector Drag Strut Connectors 2 DU, DHU, DHSTF series hangers evadable In widths ranging from 1-9/18" to 3-9118"and heights widths 7/8"and heights ranging from 7-1/T to 3T. 3 HDQ8,HHDQa1,HHDO14 Hold-down Gable Brace Connector ranging from 9-1/8"to23.15116". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3.1/4"to7- 4 HDU2, HOU4, HDU5, HDU8, HDU11, HDU14 Hold-down Strap -style purlin anchor 3 4 GBC HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63-SDS. HGU5.25•SOS, HGU5.50•SOS, HGU5.62-SDS, HGU7.00SpS, HGU7.2S Face -mount hangers 13 HIT series hangers 118"5 and hangers available in widths ranging from 2-5/18" to 3- Top and heights ranging from 14"dt s r HPA28, HPA35 Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2, HHRC411,81. HHRC44, HHRO5.2513.25, HHRC5.37t3.lZ Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 911 B"and heights ranging from 18" tc 28". 9116" � 9 9 8 7 LSTHD8, LSTHDSRJ MASA, MASAP Foundation anchor strap HHRCBe 4 HGUS series hangers Face -mount hangers available in widths ranging from 1.5I8" ro 7• 3/8" and heights ranging from 5-5/16"tlo 12-7/8". g 9 9 14 HUSTF series hangers Top flange joist hangers av ailable in widths ranging from 3.1/8"to 8 MPAI32, MPAI44 Strap -style purlin anchor a 7 HRC1.81, HRC22 LRU26, LRU28, LRU210, LRU212 Hip Ridge Connector Rafter Hanger 5 HHGU5.25SDS, HHGU5.50-SDS, HHGU5.62SDS, HHGU7 00-SDS. HHGU725SDS. Face -mount hangers "and heights ranging from 5 th8" to ". ' 9 PAt$ PA23, PA212 PA31 PA51, PA38 Strap -style purlin anchor 8 LSU26, LSSU28_ L53U210 Light 9lopeahle/Skewable U Hanger HHGU9,1)Nl-5DS Topfl ranging 15 HUTF. HUCTF series hangers Top flange hangers available in widths ranging from 1- 1 1/2" and heights ranging from 3-7/16' th 15" Conr-waled flange 10 PA118, PAI23. PAI28, PA135 Strap -style purlin anchor 9 - TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26.2, HHUS28.2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS5.50110, Face -mount hangers version (HUCTF) available for all models having width equal to or 11 STHD10, STHDI ORJ Strep•style hold-down 10 TC24: TC261 TC28 Truss Clip HHUS7.25/10 greater than 2.9/16", 12 STHD14, STHDl4RJ Strap -style hold -damn 11 THA29, THA213, THA218, THA218.2, THA222.2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSULC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- 16 HWP series hangers Top flange hangers available in widths ranging from 1-9118" to 7- THAC422, THA426, THA422-2, THA428-2 1fB" to 5-118" and heights ranging from 4-314" to 15-314". Concealed flange version (HSURC, HSULC) available for all 1/8" and heights ranging from 5.3/8" to 29". 12 THA11.81a22, THAl2.06/22. THAl2.1122, THA1222, THAI322, THA13522, THA1422 Adjustable Truss Hanger Sized for I -Joist& double 2X and 4Xmodels; only acute flange is concealed 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 13 THAL422, THAR422 Skew ed Truss Hanger and heights ranging from 14 THJA26, LTHJA25, LTHMA Multiple Truss Hangers 8 HTU28, HTU28, HTU210, HTU28-2, HTU282, HTV210.2 Face -mount hangers 1 S ITS series hangers Top112" an Top flange hangers available in widths ranging from 1-9/18 to 3- n widths 15 THJM2-4-SD--S, THJM2-5-SDS3, THJLi THJU28-W Multiple Truss Hangers 9 HU, HUG series hangers Face -mount hangers available in widths ranging from 1-9116" to 7- 518" and heights ranging from 9-1/&'to 16". 18 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2.718" to 19-i14". Concealed flange version (HUC) available for all model having width equal to or 19 JB series hangers Top flange hangers available in width of 1.9116" and heights 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors greater than 2-9118". ranging from 5.3f8" to 7.1/4". 18 VTCR Valley Truss Clip 10 HUCQ1.8119SOS, HUCQ1 S1/11SOS, HUCO210-2SOS, HUCO210-3-SDS, HUC0310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9/16" and heights ranging from 9-3/16"tn13-118". SDS, HU00410-SDS, HUCQ412.5DS, HUC0525/11 HUCQ5.25/11SDS, HUCQ610- SDS, HUCQ612-SDS Updated 1MQJ'_'02U �*j" • Simpson Strong -Tie 2020 FBC Approved Products Updated 1MO12020 � Simpson Strong -Tie 2020 FBC Approved Products Updated 12rso/2o20 � Simpson Strong -Tie 2020 FBC Approved Products SST listed below, COCK HERE. upaa.d,2rsa2o2o .; Simpson Strong -Tie 2020 FBC Approved Products _; For direct links to all SST approvals listed belau, CLICK HERE. � For direct links to all SST approvals listed below, CLICK HERE. •i" For direct links to all approvals For regarding Florida's Statewide Product Approval System and Miarp-Dade County Notice of Acceptance (NOA), C iCK HER 0 to all SST approvals listed below, CLICK HERE .. ,•), For direct inks pp - � -- Florida's Statewide Product Approval System and Miami -Lade Gtwnly Notice of {NOA). CDC jJf RE. For sddnonal information regarding Florida's Statewide Product APPfWaI System and Marto-0adr County Notice ct Acceptancr {NVAi, CLICK HERE, additional information _ For additional information regarding .Acceptance 16 S/LBV1.56, S1LBV1,81, 51LBV2.06, SILBV2.37, S/LBV2.56, SA.BV2.68, Si Top Flange Joist Hangers 5 SET•XP Adhesive Anchor for concrete , r ` - "= For additional information regarding Flunda's Statewide Product Approval System and Miami-0ade (County Notice of Acceptance (NOA), CLICK HERE. 21 LB series hangers Top flange hangers available In width of 1 9116" and heights ir11468-R Fes._-� S/L8V3,56, S/LBV3.82, S/LBV4.06; 5/LBV4,12, S/LBV4.28, S/LBV4.75 SlLBV5.50 6 Strong -Bolt 2 (STB2, STB2.45S, 5TB2.8S5) Strong -Bak 2 Wedge Anchor for concrete available in carbon ranging from 5-318" to 15-118" 19 S/LTT20, S/DTT2Z, S/HTTi4, HTT4, HITS steel and Types and 316 stainless steel 22 LBAZ series hangers Top flange hangers available in width of 1.91le" and heights Seo # Product Model- Number or Name Product Description 20 SIMST80, S/MST72 Straps 118 mil (10 gal) StrapsHoldo11 7 Titan HD (THO-H, THD-HMG, THD H4SS, THO-Ft6SS, 7HD-CS. THD CSBSS} Titian Hle Heavy Duty Anchor for concrete and masonry Duty ranging from 9-3I16" to 13-1/8". 1 HHUS210-2 HHUS210-4 Joist Hanger Stud Plate Tias available with hex head In carbon steel and Types ate and 316 d In c 23 LEGS, LE05, Li series hangers Top flange hangers available in widths ranging from 3-114" to 6- 2 HRS6, HRS8, HRS12 Strap Ties 21 22 SP4, SP6 Si DSP, TSP Stud Plate Ties d stemless steel, with countersunk head k1 carbon steel and 718" and heights ranging from 9" to 33-lr2". 3 HUCQ210-2-SOS, HUCQ210.3-SDS, HUCQ310-SDS Joist Hanger Truss Clip P a Type 316 stemless steel 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-114" to 6- 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 23 24 STC, DTC TBD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (THD37634RC, THD50934RCj Titan HD Threaded Rod Copper for concrete �_ 7/8" and heights ranging from 9" to 32-117' 5 THGQ2SS4 DS3, THGQ3.SO.5, THGQH2•SDS3, THGQH3-3DS4 5, THGQH4-SDSG Joist Hanger Truss Jack Connector 9 Titan HD Threaded Rod Hanger (fHDB25158RH, THDB37158RH, THD37212RH, Titan HD Threaded Rod Hangerfor concrete 25 MIT series hangers Top flange hangers available in widths, ranging from 1 9118" to 5 6 THGW3 3, THGW3 4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 THD10212RH) 1/8" and heights ranging from 9-114" to 24' 10 Wedge- ll W Wedge -fill (WA) Wedge -All Anchor for masonry 25 PF, PFB, PFOB, PFDSB series hangers Top flange hangers available in width of 1-9/18" and heights FL#13904 R5 ranging from 3-3/8" to 7-1/8" FL#11473-RS 27 RR Ridge rafter connector Product Description Sea k Product Model, Number or Name sc Product Dew FL#16230-R8 28 WP series hangers Top flange hangers available in w�adths ranging from 1-9116" to 7- )�gq Product Model Number or Name DETAL20 Double Embedded Truss Anchor 1 CCOM3,B2-SDSHDG, CCQM4.82-SDSHDG, CGQM5.50-S .82-SDSG, DG,COC Masonry Neer ,.taps: 118" and heights ranging 9-114" to 32". 1 Girder Retrofit Anchor G M4.62- CCTOM4.132SDSG, CCTQMS.50-SDSG, CCCQM3.82SDSG, CCCQM4.82•SDSG, Sec # Product Model. Number or Norma Product Descriotlan 2 FGTR, FGTRHL, FGTRHR CCCQM5.50-SDSG 1 AT.XP AT•XP High -Strength Acrylic Adhesive tar concrete or masonry 3 4 H16, H18S, 1-115-2. H18.2S HETA12, HETAle HETA20, HETA24, HETA40 Hurricane Tie Embedded Truss Anchor 2 ECCLOM3.62G.KT,ECCLOM4.e2G.KT,ECCLQM5.50G-KT,ECCLLOMD3.62G-KT. Masonry Pier Caps 2 ET•HP ET -HP Epoxy Adhesiveformasonry SET-XP High -Strength Epoxy Adhesive for masonry FL#FO660-R5 5 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT, ECCLLOM05,5DG-KT, ECCLRQMD3.62G-KT, ECCLROMD4.82G- 3 4 Si Strong -Bolt 2 (STB2) Strong -Bolt 2 Wedge Anchor for masonry Sec # Product Model. Number or Name Product Description 6 HGAM10. HMO Masonry retrofit connectors Heavy Embedded Truss Anchor 3 Kr, ECCLRQMD5 5OG-KT HGUM5.25; HGUM550, HGUM7.00, HGUM7.25, HGUM9.00 Heavy Masonry Hangers 5 Titan 2 (rTN2) Titan 2 Screw Anchor for Concrete ' ABA44; ABA44R, ABA4B, ABA46R, ABA66. ABA66R Adjustable Post Base 7 HHETAI6, HHETA20, HHETA24, HHETA40 Girder Tiedovm 4 LGUM213.2, LGUM26.3, LGUM20 4, LGUM28.2, LGUM28.3, LGUM28.4. LGUM210-2, Masonry Beam Hangers 6 Titan HD (THD-H4SS, THD•H6SS, THD•CSBSS) Then HO Heavy -Duty Screw Anchor for concrete available In 304 ABU44, ABU44R, ABU46. ABU46R, ABU5-5; ABUS 6. ABU65, ABU88, A6U66R, ABU88, U46,ABUA10R, Adjustable Post Base 8 LGT2, LGT3-SDS2 5, LGT4SDS3 Lateral Truss Anchor LGUM210.3, LGUM210-4, LGUM46, LGUM48: LGUM410 or 318 stainless steel with hex head, and 316 stainless steel with ABU88R, ABU101Q ABU1212, ABU1212R Adjustable Post Base 9 10 LTA2 METAI2, META16, META18, META20, MSTA24, META40 Embedded Truss Anchor 5 MBHA3.1219.2J, 12/114, MBHA3. 58111.2J, , MBHA3 561MBH Masonry Top Flange Beam Hangers 7 Titan Turbo (TNT) countersunk heed. Titan Turbo Screw Anchor for concrete or masonry 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7.7 11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Strap Tie for Masonry , M13HABHA3 6.50f7 M8HA3.58/18; MBHA6.50/7.25, MSHA3.56/11.88, M 4 AC4, A04R, ACE4, ACB, ACBR, ACES Post Cap Post Cap 12 MTSM16, MTSM20, HTSM16; HTSM20 Twist Strap for Masonry BHA5 0/11,2 , MSHAS561116, MSHA5.50/9.25, MBHA5,50111.25, MBHAS.50111.88, MBHASS0/14, MBHA5.50116, MBHA5.50118 O �) 5 BC4, BC46, BC4R, BOO, BOOR. BC8, SC52-2/4, BC52-3/6 6 C844, CB46, C948, CB68, C888 Embedded Column Base 6 MBHU3.56118, MBHU3.56I11.25, 58111,68, MBHU3.58/18. MSHU3.50/14, Masonry Beam Hangers FL#1693 -R rl V•/ 7 CBSO44-SD52, CBSQ46-SDS2, CBSQ86-SDS2, CBSQ8B-SDS2, CBSO88-SDS2 Embedded Column Base 1496-R5 HU5. MBHU3 56/16, MBHU5.5019.25, MBHU5.50/11.25, M8HU5.5Ol11.88. MBHU5.50/14, Product Descrptian 8 CC, ECC, ECCU Series Bolted column caps with Wa ranging from 3.114" to 9.10" and FL#J MBHU3.50/16, MBHU5,50118 ,�gg_.1( Product Model, NUM leer or Name VV2 ranging from 3-518" to 7-1/2" X348101&SK, X1S1018, X181016 4K, XQ1S1016, XQ1 B1016 4K #10 16 Strong -Drive X Metal Sala -Drilling, Tapping Screws with T3 9 CGQ•SO52B, ECCQSDS2 5 Series Screwed column cape with W1 ranging from 3.114" to 9.1/7' and 9 Sep # Product Model. Nurn bor or Name Product Description Deck Tension Tie Drill Point W2 ranging from 3.5M" to 7.1/2" 1 DTTIZ 2 XLQI141`1224. XLQI1401224-2K 012.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping 10 CPT44Z. CPT68Z, CPT88Z Concealed Post Tie Base 2 HD12, Hp19 Bolted Holdowns FL#13975-R6 Drill Point and Large Demeter Hex Washer Head ScrewsSithtro 11 EP544A, EPB44; EPB46, EPB66 Embedded Post Base 3 HOi HD5B, HD7E, H098 Bolted Holdowns Tension Ties Sea # Product Model, Number or Name Product Description 3 XNK1114S1224, XMQ114B1244 2K #12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, g- 12 EPS4Z Embedded Post Base 4 HTT4, HITS, HTT5314 Light Tension Ties 1 SDW22300, SOW22338, SDW22438, SOW22458, SDW2250Q SDW22600, SOW22i Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex O 13 LCB44, LC868 Embedded Column Base 5 LTT19 , LTT208, LTTI31 SDW22834 4 X0114S1224, XQ714B1224.2b1( X114512.14, X4112S1224, XQ112B1224.2K #12.24 Strong -Drive X Meal Se1FDrllling, Tapping Screws with D5 14 15 LPC4Z, LPC6Z MP644Z, MPBOOZ, MPB88Z Light Post Cap Moment Post Base 2 3 SDWHIO3OO B, SDW 600 SDWH19300D8, SDWH19417pD8, SDWHi0800D6, SDWH1981X)DB, SDWH19100006 Strong -Drive SDWC TRUSS Screw Strong•Drlve SOWH TIMBER-HE%Screw 5 XU3451016, XU3481016-5K Drill 101nt #10.18 Strong -Drive XU Metal Self -Drilling, Tapping Screws with � 16 P844, P844R, P846, PBi36, PBBBR Embedded Post Base �.#13628-R5 4 SDWH2740DG. SDWH276000. SDWH278DOG, SDVVH2710DDG, SDWH2712000 Strong -Drive SOWH TIMBER-HFJ(H DG Screw #1 Drill Point 17 PBS44A, PBS48, P13588 Embedded Post Base Model. Number or Name Product pescriotian 5 5DWS16212, SOWS16300, SpVUS16312, SGWS16400 Strong•DrNe SOWS FRAMING Screw C V 18 BV6 , PBV10 PBV6. Round Post Base s29.l Product 1 S8518x24, SB7/8x24, SBtx30 SBAnchor Bolts 6 SDWS19600, SOWS19712, SDWS224DO,SDWS22500;SOWS22512, SDWS22WO Strong -Drive SOWS. TIMBER Screw (interior Grade) 19 P, PC48-16, PC48-18. PC84.16, PC88.18, EPC44-18, EPC48-16, EPC4&18, Post Cap 2 SSTB16. SST820, SST824, SST828, SST834, SSTB38, SST616L, SSTB20L, SSTB24L, SSTS Anchor Bob SDWS22800, SDWS22900, SOWS221000, SOWS2211100, SOWS221200, SOWS221500 FL#35320pits }, EPEPCOO-16 C84-1Q SSTB28L 7 SDVVS2230008, SOWS224000B, SDW522500DQ SOWS22BOODS, SOWS228000B, Strong -Drive SOWS TIMBER Screw (Exterior Grade) Product Description Cn 20 PC4Z; PC4RZ, PGBZ, PCBRZ, PCBZ, PCBRZ; EPC4Z, f=PC4f2Z, EPCBZ, EPCBRZ. Eli Post Cap SDWS221000DB 51 Product Modal. Number or Name EPC8RZ 8 SDWS22312D68, 3DWS22512068 Outdoor Accents Structural Woad Screw 1 DSSGB43.5, DSSC84n, DSSG848, DSHS Bypass Framing Drift Strut Connector 2•I PP844-4Z PP844 97 Post Base 9 SDWS2730OSS, SDWS27400SS, SDWS2750OSS, SDWS27600SS, SDWS2780058, Strong-Drove SDWS TIMBER SS Screw 2 FC643.54 FC845.5, FCB47.5, FCB49 5, FCB411 5 Bypass Framing Fixed -Clip Connector 22 RPBZ Retrofit Post Base FL#13872pits SDW527100035, SDW5271200SS 3 FPHSD34SIO18, FPHSD34B1016. FPHSD34B1016-5K, FPHSD34S1214, WD-16 and #12-14 Strong-DrNe FPHSD Framing-to-CFS Self O Product Descrlptlon 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214, FPHSD34B1214.5K Drilling. Tapping Screws L sect x Product Model Number or Name CS14, CS16, CS18, CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4.25, LSFC8.25, SFC2.25, SFC4,25, SFC8.25 Steel Framing Connector n 1 CMST12, CMST14, CMSTCI6, 5 LSSC425, LSSC8.25, SSC226, SSC4.25. S5C8.25. MSSC2.25, MSSC4.25, MSSC8.25, Sleet Stud Connectors W FL#10866-RS 2 HRS6HRS12, FHA6, FHA9, FHAl2, FHA18. FHA24, FHA30, MSTI26, MST138, , HRS8. Straps 97 mil (12 gal) MSSRCKWW Product Description MST14$ MSTI60, MSTI72, S/MST27, S/MST37, SIMST48 8 RCKW3, RCK RCKW5.5S RCKW3, RCKW7.5, RC49 Knee Wall Connector U) Sea # Product Model. Number or Name Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Straps FL#l5363-R3 7 SCB45.5, 5, SCB41 i.5, MSCB45.5, MSC847,5 SCB43.5, 5, 5, Bypass Framing Connector Bypass f 2 FJA, FSA FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA30, LSTI49, LST173, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 gal) Product Model. Number or Name duct Descrfntion 8 SCS32-Stg7, SCS(32.5197, SCS62-51118, SCS82 51118 7, SC -5/97. C 02-5/1 Connector Bypass Framing Connector M 3 GH46 6, GH4&8, GH48-6, GH48 8, GH410 8, GH410.8, GH86 6, G H66 8, GH68-8, GH68- 46-6. 0i, ", O Girder Hanger 5 LSTAB, LSTA12, LSTA15. LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 LSUBH3.25, SUBH3.25, MSUBH3.25 Straps 33 mil (20 go) Bridging Connector AW 1 AS 18, AS 18$5, AS 1 BSB 16 ga. Truss Plates 9 SCW3.25, SCW5.5 Head -of -Wall Slide -Clip Connector 00 8, GH61 8 S, 8 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8.25, SJC10.25, MSJC8.25, MSJC10.25 Steel Joist Connectors 4 GL858, GL65C, GL85D, GLB7A, GLB78, GL87C, GLB7D Glulam Bearing Plana 7 8 LTP5 LTS12, LTS16, LTS1S, LTS20 Light Twist Straps 3 AS 20 20 ga Truss Plate 11 12 SSB3.518 XLSH34B1414, XLSH7881414 Bypass Framing rive XClip Strut Connector #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 5 GLBT5I2, GBLTIi GLST516, GBLT816, GLBT520, OBLTS20 Glulam Bearing Plate 9 MSTA30, MSTA36, ST0215, ST8224, ST9, ST12, ST18, ST22, MSTC28, MSTC40: MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector Suev LLJ 6 HGLBA, HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Plate Heavy Girder Tiedown 10 MSTC68, MSTC78, STS238 Straps 68 mil (14 gal) 13 X01212K, X0114SI28101 16-4K, Tapping and #12.24 Strong -Di ve X Metal Self -Grilling, 'S 7 HGT-2, HGT-3, HGT•4 Universal l Foundation Plate 11 MTS12, MTS18, MT818: MTS20 MTS30, MTS24C, UTS30C Medium Twist Straps 4, XQlI -25K, X01 2SI224 XQ11K, I224-2 , X3 B1016-SK, XISl010224, X01148fXIS2.SK, XQ112Si224, X011281224-2K, X34B1018-5K Screw. Tapping Screws Q 8 UFP10-SDS3 Universal Retrofit Foundation Plate 12 5/81,56, M1.81, S02.06, S1B2.37, Sa8256, 5IB2.68, 5183.12, SIB3.56, S1B3:62, V84.06, Top Flange Joist Hangers FI-#1 MO-R4 X1S1018, %iB1018 slat X1S1214, X181214 3 5K Z 9 URFP SB4.12, SI64.28, SB4,75, SJB5.50 13 SIBA2.12J8, S/BA2.12110, SMA2,12fl2, SIBA2.12114, SBA4.1e/8g SIBA4.18/10, Top Flange Joist Hangers Sea # Product Model, Num bar or Name Product Description Z SMA4.18112, WBA4.18/14 1 ET -HP Adhesive Anchor for concrete Hurricane Tie 2 GAC, GDP, GDPM-50, GOPM-76, GDPM-100, COPS, GW50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies 14 15 S/H1A S/HD88, S/HD88, S1HO10S.. SIHO106, SIHOISS, -"Dl5B Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP•W, PDPAWL, Powder -actuated fasteners threaded studs, and assemblies _I 16 SIHDU4, S1HDU6, S/HDU9, SlHDU11 Hoklowns PDPAW1_4i PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 17 S/JCT, SIHJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete SHEET NO. PA 1.2 Fl • f s L