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HomeMy WebLinkAbout39856 Harmon Grove CtA m r- CE 3 00 0 i fD -0 a� t� C-4 0 C Cn . o 0 ogra PPEk/AILING ALIT VVORK S ki COM p 9 (�+p(�� IrR u g NATIC1 t° t om *22,11511,4111 ANT�,� I .�� � _:- � _ DATE.- t REVIEW O IN K CITY ��'F ZEp;—,,.PLAN EXAMIN-L ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Red. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag, Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh Bookshelf FXD GL Fixed Glass RM or Rm. Room BILK or 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 Brit. Beam GFl or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) St. or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB VanityBase DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR orVTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ 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 WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W.. Pre -wire WWF Welded Wire Fabric (Mesh) 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 12-19-20 5.0 FBC 2020 CODE UPDATE 1711 El 0 [ F�] F17 I L E 0 LE]JI] 171 F] 0 El 1:1 F[7� I M p M INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S31M 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. Sk ^.lJ o . ` ps� °��, �'ZI>P • m p�� eat tea" •^...^^^^'`+��, •;, 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. t- E00 O M j; � m � � � L0 ID. `, W a- Qei C103W r_ a J w M a u_ a YYn coLLLL a u 5 0 z =row 0o jM - 0 •mc�cto � O � �M< M W O'Z t-;;,M Z 0 a N cN,� Z X In o Z ¢ U � OU W ❑❑❑ M � N M o to � o Q U)V) - N z a 0 Q1 0 V OLUo C LU J z� L 0 o co W co o Z LL E oo <a Q o E V w Z z® r) a F— N X0 o< 00 a� o E N ao '0 < aZ �W i • (� Vj C C 0Y U m� O O1 Z' v J < <Z �Z g0 Q o< LL a mw �j 3 ao yZ =3 oz O O w a �t Z < C O 0 L > Lo L � m m ^, W � 0 V ■� N Q U 2 'O0 -r-- co CNp M r N r 000 IT— i d` 0 r T E (V M Z cu Z Z E O m m f° O E o U J m Q 0 (D J JOB NO: 21-1078 SCALE : AS NOTED SHEET NO. CS u J 00 0 M 0 (V .o Cn W GO v HEADER SCHEDULE General Notes R302.5 Dwelling/Garage Opening/Penetration Protection MARK HEADER SIZE REMARKS Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections H1 (2) - 2X6 #2 SYP W/ 1/2" R302.5.1 through R302.5.3. FLITCH PLATE R302.5.1 Opening Protection H2 (2) - 2X8 #2 SYP W/ 1/2" Openings from a private garage directly into a room used for FLITCH PLATE sleeping purposes shall not be permitted. Other openings between (2) - 2X10 #2 SYP W/ 1/2" the garage and residence shall be equipped with solid wood doors H3 FLITCH PLATE 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. H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings H5 (2) - 1 3/4" X 11 1/4 LVL separating the dwelling from the garage shall be constructed of a 2.0E Fb=2950 minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid (2) - 1 3/4" X 9 1/4" nonmetallic class 0 or classl duct board, or other approved H6 LVL 2.0E Fb=2950 material and shall not have openings into the garage. (2) - 1 3/4" X 16" R302.5.3 Other Penetrations H7 LVL 2.0E Fb=2950 Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 R302.6 Dwelling/Garage Fire Separation The garage shall be separated as required by Table R302.6. (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for Openings in garage walls shall comply with Section R302.5. RAG FLITCH PLATE Bearing Wall Call Out When Attachment of gypsum board shall comply with Table R702.3.5. Straps are Required The wall separation provisions of Table R302.6 shall not apply to 59'4" VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED garage walls that are perpendicular to the adjacent dwelling unit 37'-8" 6-0" 15'-0" SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND wall. REQUIRED STUDS 10, 21'-5" 16'-3" 5'-0" '-0" 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 WINDOW SCHEDULE other surface below on the exterior of the building,the operable T window shall comply with one of the following: 1. Operable OA R.O. CMU R.O. FRAMEwindows with openings that will not allow a 4-inch-diameter (102 H.B. SIZE (Flange) (Fin) TYPE mm) sphere to pass through the opening where the opening is in 35-SH its largest opened position. 2. Operable windows that are provided 12 20 X 26 18 x 25 7 S H with window fall prevention devices that comply with ASTM F2090. 1 Wa Lu - - - j - - - - - - 13 20 X 38 18 x 37 S.H. 3. Operable windows that are provided with window opening OZ OZ I control devices that comply with Section R312.2.2. �=i �-� I 14 20 X 50 J 18 z X 50 S.H. NW NW ILE I ENTRY Chapter45 Private Swimming Pools '-U o 70 b 15 20 X 63 18 J X 62 S.H. Outdoor swimming pools shall be provided with a barrier 30'-0" Nlot inC144i-14' -3"I 7 B 1 8'-0" FLAT CLG. complying with R4501.17.1.1 through R4501.17.1.14. CAFE 068 i ,6 20X72 ,8X71 S.H. 4'-0" FAMILY ROOM I 1H2 27 1/4 X 26 26 X 254 S.H. M1507.t it form of Air VAULT. CLG. I _ Exhaust air form Bathrooms and toilet rooms shall not be VAULT. CLG. CARPET 1H3 S.H. g 27 1/4 X 38 26 x 37 re circulated within a residence or to another dwelling unit and CARPET _ I 1 shall be exhausted directly to the outdoors. Exhaust air from N 1 H4 26 x 50 S.H. PATIO � ^� � - 27 � X 50 � bathrooms and toilet rooms shall not discharge into an attic ,crawl �� " j W/ (3) #5'S E.W. I I iH5 27 a x 63 26 x 62 1/2 S.H. space or other areas inside the building. W.H. 10 O- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 27X72 E vi 1- - ---- II 11 I I I 1H6 J26X711/2 S.H. GAS APPLIANCES 11�, � I I I I I G.C. to verify location of gas riser before commencement of work. I 22 37 X 2s 36 X 25 1/2 S.H. Where as water heaters are installed. Water heaters shall be O I 1 `�S� 868� I�'1 U I I I Ig 4 I I I I I installed a min. of 18" above fir. per FBCR G2408.2. Except where v � &J I I I 23 37 X 38 36 X 37 3/4 S.H. 2:12 SLOPE I� 1 / I I I I appliances that are listed as flammable vapor ignition resistant. 1 - I I I 24 37 J X 50 i 36 J X 50 S.H. r` -0" FL C 1 (o TILL I I I 25 37 J X 63 36 J X 62 1/2 S.H. 9'-0" T-8" 2'-8" 4'-3" 6'-10" T-7" I I I 1 OPT,D PT. 20'-9" I 8 26 37 J X 72 36 ' X 71 1/2 S.H. 5'-0" 1's� I G DR ER VENT ---- -- I I I I I DOUBLE 2WIDE 75"TALL 73}WIDE S.H. 1 S3 TH RU ROOF HANSON BOX @ I I I o q H 1 r 1136" A.F.F. I I I O N 32 54 X 26 J S.H. 52 X 25 op 1 I L - EDGE OF SLAB 2" °� I I I I� �___� _____-__J o o FIBERGLASS 33 54X38J 52JX37J S.H. N la W SURROUND I BEYOND WALL O = a I 34 54 X 50 52 X 50 S.H. STUDS \A D.W. 2-CAR GARAGE 1L_z- e 3 35 54 X 63 52 X 62 S.H.HTT4@ B8'-0" FLAT CLG. OPENING PRESSURES INKDls S32" sg 23 4" a 36 54X72 52x7, S.H. 2 ENCLOSED - EXPOSURE Co OWNER'S I C7 i i i v 39X59 40 X 59 N/A S.H. O +29.7 / -32.2 © +29.7 / -39.7 DOUBLE 39X59 79 X 59 N/A S.H. SUITEtAI�G­LI I I I n. PANTRY TIDE ILE 1 i I i i © +28.3 / -30.8 OD +28.3 / -37.0 8'-0" FLAT CLG. =w _ o K I I I OE +26.6 / -29.1 OF +26.6 / -33.5 CARPET T �o LAT RA LG. G 9 S3 L - - - - - - - - - -- TYP 1 STORY �� 9 - - - �- `° O SEE SN SHEET O SEE SN SHEET 5-SH _ A IS)" DEEP140 MPH S3 60" X 36" R&S HA 2668-----R&S--------- NOTE: WIND SPEED INDICATED ABOVE IS AN --------------- 3 9 4 FLAT CLG. 8-0 N SHOWER - rN _ ULTIMATE WIND SPEED. THE WIND PRESSURES 1 0 8'-3a" -' 3'-84" 10'-4" CARPET 4'-1" 1'-3" LISTED ABOVE ARE ALLOWABLE PRESSURES 7 FIBERGLASS 0 � 0 4068 B.F. "' SURROUND ,��� A SOFFIT DESIGN PRESSURE +29.7 / -39.7 CD 4068 B.F. S3- w _ O N L7 R N CODO ((0 4-SH (0 43'- 3"W 12A" -32 - 11'-4" N 2'-4" N 1 11'-101, 0" 9'-84 I 2668 • • BEDROOM 4 = WALL LEGEND j 8'-0" FLAT CLG. w = - R&S Ir U) O r MASONRY HGT. @ 8'-0" A.F.F. - - - - - - - - - - - - - 2668 .! BATH I CARPET I w L M '-0" iFLA T C G. I G I ti "b`1 _ TYP. 2x FRAME WALL W.I.C. Tt T �� 0 60 8'-0" FLAT CLG. I �I.61 00 I BEDROOM 3 I INTERIOR BEARING WALL CARPET BEDROOM 2 I 2'-6" x 2'-6" x V-0" 8 -0 FLAT CLG. I 8'-0" FLAT CLG. W/ (3) #5'S E.W. INTERIOR BEARING WALLS NOTED "FLOOR BEARING I CARPET ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND AC PAD M CARPET ------------ --- REQUIRES NO UPLIFT CONNECTORS TO FLOOR 4 T -SH EGRESS I R&S T EGRESS SYSTEM H.B. 25-SH 25-SH AREA TABULATION G1ST FLOOR LIVING AREA 1817 LIVING TOTAL 1817 T-10" FLOOR PLAN GARAGE 427 FRONT ENTRY 32 TOTAL AREA 2276 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 NEW ELEV- B1 EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) SCALE: Y4'-1'-0" GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) iei7 P �; rB� qy q"OSi�IgiE a F7i 11 ,,`` + -. � • =t N °'r,�, tad •` ........r`3yti,. 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 - Residentlal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. rn 4 E 8 m 1p !i Cf 2 # lL p .00 a 0 a in��� �M,r U- w �LLu- n � 0 'mNco = o W U) cj -:4¢ a Z ILW 00o MZ �a0 IY�O N Q OU U � rn Z ❑❑❑ M r z N (o 00 z z o Q aroma M Cz C7 +, 0 W o (/1 c v f- - E C)� 8 c H Q 0 • ®0 ry Ol sm � C:,w Mh¢ M zo z re E wo oo aR CL E U ti41 z� o a I -co -- fO O N X o �o ao [j 0 �z ww L ¢ tt � W w rp c z � Y N m O Z � C J m <w 4 W zz _3)3 Q oos z a Z �w � o Jw w� �0 �O IIIIIIIIII� V, et M a 0 C O > Lo L � .> U Lf L.L U 0 0 O E N r 9� co p Q� LO r J�� oo i L^ a)T ui / 3 CV (M o Z z E O U a E •• 0 � -o w io a o c _J JOB NO: 21-1078 SCALE : AS NOTED SHEET NO. 1 O M F- 17 LEN I I I :[o-il KITCHEN ISLAND VARIES U) LIJ MEDICINE CABINET 0 M 0 N LJ LLI// � o00 LLJ,Ll �V VARIES, 2" LESS THAN CABINETS BELOW MIRROR /7// � O~ O~ ILL Q ILLQ O tV i 1 _ M M 1 M CAM rMi KITCHEN 0 Cl) 0 CV 0 r OPT. CV REF. KITCHEN O n MIRROR O c� ® ® 0 FL77=1_�� NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS 24" TOWEL BAR ON WALL ABOVE TOILET TOWEL BAR ON BATHROOM WALL TOILET PAPER HOLDER CV FIN. FLR. SHWR. SHWR. CURTAIN HEAD ROD c'- TOWEL BAR IN TUB OR SHWR. SHWR. o �_ VALVES C 1 SOAP `o DISH co O TUB BATHROOMS, SHOWERS AND TUBS DOUBLE RODS OWNER'S BATH SINGLE ROD CLOSETS / LAUNDRY 16" FOR LINEN 12" FOR PANTRY BATH 2 INTERIOR ELEVATIONS_ 42" H UPPER CABINETS 36" H UPPER CABINETS — 30" H UPPER CABINETS — OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT W BRACKET 36" H BASE 0 FINISHED CABINETS - o COUNTER TOP 30" H BASE 00 U- C° � O � 2x °- � 00 FRAMING 1 � 1 I T 1/2" GYP C;) BOARD — T FIN. FLR. 2x P.T. SHELVING CABINETS - O O Q T T C1 Y) N N CV i FIN. FLR. _ 1LE PLATE ISLAND COUNTER CABINET BLOCKING SCALE: 1 /2"= V-0" rib q' o To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N Y/: n Epp 00 # VQ '��ooR #LLa Oi rn N or � LL Wa - LL. a W J �o 0 O WW ��pjO' Q Q aN Z LL IL Ci a MZ Ixrn O a O U U y Z W El ❑ ❑ U � N M O � Z pOp Z � a J r` M V) z 12 ,W1 V O u- T C/) W Ri Um 0 o V) W Y V1 in U w � — EEel j L L N 0 N 0 Q N 14 C: C W M M z 0Q o Z � J LL- C E I_ ya =oZ QO F, Q N ZB ❑a co O �< 0 OU o< CD E NWz as ao aZ L 4 p m `L rp Cr U O o, Z fA CL)ym J <� Qz �Z ZO U oa a a� CD w � �L° O MV w� zl¢ }a ti 3 0 O = > L.0 c� > LO > Q o O m o � T N CNI c) T N T— T L O T M w CN ce) o Z Z E �; ac a v Q o -1 JOB NO: 21-1078 SCALE : AS NOTED SHEET NO. 2 p -- A 1 -7 1 ,, -Lr B I — -, T_ I I — -- - — - -- - I-- -'T- -F — a� v LO 0 00 r\ O CD v LO 0 J 00 0 F' a 0 v a E E O 2 O C J N N r7 0 U U i a� 0 i 0 U N LZ 0 N 5i 0 5 CL O a � .o IN 12 �5 4, Ell F.FL. W_ia o T-O" TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) FRONT ELEVATION — B1. SCALE: 11/4 _,..o. 24'-0" RIDGE VENT T.O.M. HDR HGT. 25 SH 25 SH F.FL. .................................................................. L LEFT ELEVATION — 61 1 /4"=1'-0" 11 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 (lashings 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. �. s S09 b •. 17 CD U 'O. O � UA 0, i� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W a lot M 8 � 11co N m 1A e, ® o N , 6 W a0 N ak J J V U LL W h 3 COr-n12 M OV .J w a. LL. 2 Qr Ju_" Y a,L� Z rm� C 0° �.F,Nco d' O _J co T co a Z LLW N M Z 6 U d' N O U J fU Z ❑❑❑ W Ur c, 1 Z N o z o ¢ Q o_ r N M w U Q1)' 0 LL '� • T c_j� f>3 ua a m U O Ln c �+ N r— in U c W J a— — E =� L = L N U o °y (2 d ¢ N o e �Q �m ti o w M M ¢ oF2 z za LJi Q E E a z o o > ¢� Ze o� N R.�o �o 0 o � O E N R L p ww o d Z - rp C/) _ _ ¢ O U y m 0 0¢ Z co J m Q W zz N a o gz a Q Cj ao NW rk Jz �0 O w ¢ zla o 3 0 = Q = > Ln L m E2 ^, W m 0 p �1 a) N c�1/� CV > O m �OR V /� (0 o r T��� � 6p Lo LO T' i 00 T T M E E N co Z Z E O E m o U J Q Q J JOB NO: 21-1078 SCALE : AS NOTED SHEET NO. 3.1 T I 12 12 5� — �5 28'-0" RIDGE VENT T.O.M. HDR HGT. 1 r-Or' Ffl_. REAR ELEVATION - 61 SCALE: 1 /4"=V-0" 12 �5 RIGHT ELEVATION - 131_ 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�����Rl Q � 'O C� 4z* 4�� 5 �.r s F. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N o 8 o 0 10 Coa �♦ o " V No C J J L W a. vi f/J r• N M J Lu " d Y a J LL LL 0 0W a UJZ! Z v o _ 7 N N m O J a Z 00 N M Z IL LL O U 2 D O U Z W ❑❑❑ z N M o z Co J CZ � M Lo N z � U o LL LU 40 0w S C N �inLn ru U W J r— — EE 8 yl1 L w N U o y c °J m N � • ® 0 sm o (fl J w z C7 M Z o Z U_ E �Z � N ±? OU w0® z oa X O �a 0 W 0 0� o to CV �� <= o ¢Z WZ d L C/i CY _ C "m mo O, Z� N J R aw gz ZO N Q p § z w W w OLL F3 JZ = (7 � CD6i � � za a � °3 yo Lo hi 0 A/ o LO tl. � N Q Y O O CL m o co NO N r Ids M Ln r d' 0000 r U rn w M o M N 4i Z Z E O E ra c a U Q p D JOB NO: 21-1078 SCALE : AS NOTED SHEET NO. 3.2 . j S M r [D L0 O J 00 0 i 0 CD L tY C W .O Z 3 F-- a y N E 0 S v c 9 y E2 U i .a a: c 0 cv> J LZ 0 N 0 2" 1" iv F- i0 iv 2" iv 00 1- VARIES *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" 2"� BUILT W/ STUCCO. EDGE OF OPENING 1'-10" ^ - N 12' CAP 1" RADIUS 3 1/2" RADIUS 1/2" RADIUS 3/4" RADIUS 1/2" RADIUS 1" 4" VARIES VARIES ^M Mla SIN CAP iv 1'_4 0 M 22 ' 1z VARIES VARIES .-IN 1� 1 1 1 1/2" RADIUS r 4" 34' a' MIV C71V j34 4" 2 Ala N "� W 4" 4 _ �L » VARIES 12" 2 2 c 32 11" 32" 1" 1" 2 1/2" RADIUS BASE CD • iv BASE 4" y 12'. *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY IF NOT, ill DETAIL TO BE BUILT W/ STUCCO. OPENINGVARIES 2" 2" EDGE OF OPENING 2" ` '� —� 1" 1' 4" ki illSPECS. T 24 • 1-1/2" THICK 1-1/2" THICK 0 N 4" 10" r 24„ 4 Id' d. 10" j 6 IN HIV M 4" 2 / cal 2" 4 3„ 6, 2" 2" iv w w �M 1-1/2" THICK 32" 24, r� T 2'-4" V-10" 52" 1'-5" 5z''� _ 00 IN _ 1 3, N 2' Ih co ^Ch 51„ 4 JIIr�.�yll a" 1" 1z' - 1jI O L I - fifififififi VARIES VARIES 2' w 1 2' VARIES VARIES 4 r--------- i�l i CV I 00 to i co I' I >� �M 3 e1 �A 4 1 1, KEYSTONE F11 b _ OPTIONAL 4" GARAGE DR. OPENING 4" 00 - KEYSTONE F11 OPTIONAL 3" 3 4 4" WINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" - 4 4211 VARIESRaft 2" NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 11 4 4 4 2 54 2'-1 " 1-1 54 V-4" 00 �t T-8" 4" T-0" 4" 10" 1'-4 10" 77 r 0 zo Tl '� iv i� (V 1 1 o (O N CNI CV Col MMr • z N� O GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH N O N ti N O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. NCD QE oo it 6 m J LL ® 7 ,n W 'm ik LL W Vi n� LL wa a a J LL LL a Z 7 O1 5L N '@NO 2 O J W U�Crn Z N co Z a of O OC) U rn Z � rMi N M o g co Z z � � � N J N M z 0 v w u O W g �N .. in C) w 3 L Gi U p N 0 (v 91 ¢ N `Z'l o ffi M M z o z , LL C QC E 0 z Wo - T N z@ oa co xo L)o o E o¢ w� o� 0 ww CV � L ro Q O z m o C O U z z Q! J < 8 ¢ zz O N N oson z 5'z O_ LL a <n w ¢o rk Qir �3 O o F O a= v zR Q 5 C O 0 > Lo ai W � c� NO O L0 0) N 0 C 0 Fn r T�� cc p I\ L0 M LO 'rn _ T i V o0 T T E CV M Z z E p ; m a E U o Q p JOB NO: 21-1078 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 corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH � 4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) 1 P PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) T 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ]M ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G T J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR NEMA 1 150 AMP/ 200 AMP MAIN 0 200 amp 150 amp ---*#14 copperto lights & outlets 211 V —♦ #12 copper to 20 amp ckts —♦#10-2 copper to WH I — #10-3 copper to Dryer / LAB I SH�R or 4/0 SER AID I V UNDERGROUND Disconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER CO. `-AV 3 kl If I w gUtiEN � 2 �0 V INk NT PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER ENTRY VERIFY METER LOCATION WITH BUILDER ELECTRICAL PLAN - ELEV-131 SCALE: I4"=1'-0" r 0 2! r` CV 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W v E o m $ m opo ac �8 ® ,r"am) fO *hit - W cn r -0 No a - LLI _ a — Ile B 0)MV LL u_ � rnI W a L Z 13 J 0 o �o 19 rT� a W Z Ln�1 co Ci a MZ U WLn0 V ZcumLO W ��❑ v M Z N (h 0 0 a Ln M 2 9 O Lu Q U 0 g o �Nu) Lu o:.... all 1— E zl < o L dD Y 4 14 o w M M ¢ o _ Q ILL. c6 E zo �O >N za 4 Q 0 E � Z® Iu KO uO CIL � as <o �� ww L ru (n <o ZZ O. U mo Ol Z m O Q W Z oa o g L >° o w< aF za o3 O N L^ / LL ui W � O .>O N <t C. Y O U 0 ''2R V Al m W � E N L LO r d' 0000 r LO .. ui 2�, N M a z E 0 to a E v a3 c _j ¢ o JOB NO: 21-1078 SCALE : AS NOTED SHEET NO. 4 Ln 0 00 O I Qf m to N O J 00 O 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. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation required soffit ventilation vented be provided by Ventilation Ventilation (See Elev ) needed required soffit upper needed ventilators Main 19 2 Floor 2276 2185 312 1092 78 546 561.0 285.0 1 276.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN - ELEV-B1 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 ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft, of Deck -Air Needed) }},,ggRRgggg oOEIa gg ggpp ®IiSC Bff ITiiF/�p�/ (ri I4-jg t �,��m,�S �s zz l_ try "4 E•�. n To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W AAM �p e` 0 00 v E � 00 M 3 N co® V Q t0 w 000 co *k , to Q N V Cu ii t,L d Y 3 a U, U CIU3 mc��5 o 1% .r- 5 Nc_4 O~09.j w �O J W (n ' M< ¢ a IL N M . a Z � rn O W W ❑�❑ N O O M � N O Q � n U) — N 0.1 LtJ � �OW � v , V1U) r y� V � L'U +— — E B t _ � ti C) o Lv rn Q N • �� OW O Co J W MZ o Z z U- Q. z o wO > Z" oa m V O Ez XU0U 00 !J Aiv AV EN CV M i ¢o a n Wz r>3 - � m� 0 oLL in J m ¢� )z �Z 50 �w NLL �3 O wa° co Z. ¢ a OVOV 3 C C:)L O N > L6 N nL' W m O O j i� C V 0 ^ CL O m /r2R V //�� (D O 1— co 6 LO V/� 00 i W w LO 0) CM r 6 M z N E (D m z m C CU a U � Q p � JOB NO: 21-1078 SCALE : AS NOTED SHEET NO. 5 C C d j x M 0 V J CD LZ 0 0 cV O N i_ .o T-1 37-8" 6'-0" 1. 2'-9" 5'-2" A S3 59'-4" 3'-8" 5'-1 " 6'-4" 3-0" TYP L 2'-6" x 2'-6" x 1'-O" S3 iNl (3) #5'S E.W. H.B. ........ ...... ------------ ......... — — :...-----�I—�—----- —— r INDICATES FILLED CELL w/ 3000 ------.�.�.�. .■ PROVIDE %2" x 9" N (2) #5 S - I PSI CONC. GROUT FROM FT. TO - RECESS FOR FRT. DOOR 31/2" SLOPE - ifl STEPS AS BEAM W/ (1) #5 REBAR VERT iO TOP OF CONC./ PAVER TO BE 4" = 10 REQUIRED ABOVE SLAB TYP @ ALL I PLACES SHOWN HOOKED FTG. 0'-0" BELOW FIN. FLR. I I 2'-0" 4'-0" 2'-0" 6'-0" 4'-6" 2'-6" PER FIELD CONDITIONS I DOWELS 5" EMBED W/ 25" EXT. I CJ ABOVE SLAB "GRADE 40 STEEL" _ — —I CJ CJ Sk r — ■ ■ ■ ■ ■ I— I PROVIDE 1y"RECESS I I — — — — — — — — — — — --- — — — CHASE AHU o TYP L S3 FOR SGD. REFER TO MASON'S SLOPE FOR ;� WIDTH I � BHVACASE BASED ON 2'-6" x 2'-6" xT-Ij LOCATION i WHW/ (3) #5'S E.. • `') I I � � I I I i 1_ _ I (2) #5 REBAR �3 1/2" I 32'-84" `�, 4'-8$" VERTICALS w/ in FILLED CELL I I — — 37-52 21'-24" 54" 3'-8" 7'-8" I I 2'-1"• • -31/2" SLOPE I 4'-0" ; I G ;; OPT. D I: I S3 CJ r— CJ CJ � �— — L I � .I............ r - _-_-_-_-_-_-_- -_-_- I' CJ I f4-• �—, 1 1 � � 1 1 u � EDGE OF SLAB 2" � 1 � o __ __-__-_--_ ■ ( KITCHEN ISLAN r I CHASE TO 2'-6"x2'-6'x1-0" LOW WALLS I I I o a I ISLAND 0o J ° BEYOND WALL J : L _— W/3-#5E.W. CJ L,----•—SINT<wl— J I I K O G : `' S3 ; I 2'-6" 1 N a l } S3 I j O o o r ( 23'-11" 2'-10" 4 14" � � I } 118' (. I (2) #5 REBAR iv A S3 : I CJ ; �cj �Cj00 K VERTICALS w/ in ) j I' S3 FILLED CELL Av N11 0'-.................. 0" 7 0 M I M 0? JI I zo % 13-54„ 7, J G ■ I r -2" �i CJ CJ j CJ .... :: CJ CJ I ✓:...... - ...... I ...... .. — — iIj r — — — I — — — �� — — — — —�— — — — —I 1 ; ih I I / ° r j 3-1/2" MIN 2500 PSI CONC 0'-0" i� SLAB OVER 6 MIL VISQUEEN ifi I JIi ....... I . �b� I VAPOR BARRIER I PSI CONC. SLAB FOR I i :::: I (3000 '- M HERNANDO COUNTY ONLY) ; 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W.CTI 'v • � I I ■0 ................. ...: .»............... .N. .. .......:. »■..» .....:» .............. :. ..... �. ............... .■ H.B� 7'-2" 5'-2" A S3 6-0" T-O" 4'-8" 7-8" 3'-4" FOUNDATION PLAN MONO - ELEV-B1 SCALE: %4"=V-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN ."LUz Uj J CONTROL JOINT DETAIL SCALE: 3/4" = V-0" -• . •' :;: #5 CONTINUOUS ' •' REINF. SEE FND. FOR -•' QUANTITY ' #5 X 25" X 25" CORNER • BAR ONE FOR EA. HORIZ. REBAR, TYP. ' U.N.O. *"Alternate: •; , The reinf. bars shall be •. •. cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" °� N995 j�r Asf-,. VIJ <� :� `j 41 •e A Cr L 0, wt To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. U� F, q p E oho ti O M c0 1� �k N O N c0 J LL N cs V 0 J . rn-'0 LL a ai a �r—C - 0- aiMC) "a Y JLL U- Wa Z CIH = m v _ -W-r 'N W INLI L ZZ00 -jzW ra Om Cq ¢ UUJZ OU ❑ ❑�� ❑W V M N M o 8 O_ N M lL Cn Uj OW �N g U M I z�w Q 0 sm o o M M 2 S � z z � J U- Q O E zo g� Lu >� Gry Z ® U CU <� o� _C1 O 3 U a¢ 0° ° 05 aZ N � z <o ¢W s rp (n CY ¢o z U m� 0 0, z J yO < " QW Z z cn ~°gaso< Z go � LL a �w U ire ao a� x � O Jz � o3 � o O M w o� 0 H 0- V 03 O O O jL ! M L.{. ui nL1 W O m N Y O 0 rOrt V m O o N TTT V , v ■ N T ifi ,r L ^ , T i 00 r T E c N CM ilri z cc z :3 E O U) CID ac°�0 ;_ Q o CD JOB NO: 21-1078 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 HEIGHT <_ 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 27 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[6:12] a=oft �,a ,, ,,a a ,, 'K AREA ROOF 1 2-er 2n I 2r 1 3 1 3e I 3r HIP -35.94 -49.57 -49.57 -49.57 �f 10 -- ----��`— O ---- - V/ GABLE -38.22 1 -38.22 -60.99 -60.99 -60.99 77 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I d I I ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I I I I ROOF SHEATHING: Q I Q SHINGLE: Y16" EXP. 1 (21/16) or'%32' EXP. 1 (3716) I TILE: IY32" EXP. 1 (33'1'6) I NOTE: +--- ---r— —,-- +-- 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y$' x 0.113") NAILS 3r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN f%32', SHEATHING SHALL BE FASTENED ") ,,a " WITH ASTM F1667 RSRS-03 10d (2%" x 0.131 NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF ]- 20 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. /11\ -11 /mil\ S LO O .J 00 0 m r- 0 (n c CD S LO O J 00 O I / c as v v s rn Q O v E N E O 0 c 9 co Fa v c .a a a 0 v 0 2 Lz- 0 N ai v a 0 a (V O _o 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 1 875(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) 112" x 5" TITEN HD ACHOR BOLTS RFUS 7100 — w/ (12) WS3 WOOD SCREWS AND (4) 314" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD313 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 - (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" 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 I w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ 3) 16D SINKERS & 1 LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6) *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (* ). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x Y GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O 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 S7 FOR ROOF FRAMING DETAILS a(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER R 2 PLY CARRIER (A) x CONT LEDGER SEE SHEET S7 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-B1 SCALE: %4"=V-0" .�" .• O� %� ifs<rEll��f4 e 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. tl! CD H 'oE oo oo O M co r ik O N 6 N J LL ,+ N O C J s Ewa N o a - Qj M vi (� LU o LL LL a Lu Lu O =°o O�-w 'mN(0 L' O W r°�°' z LL LL 00 0 a L0 M Z Lo O Z OV v� vvi W U � o Z W QNN Z O Q Q J fl � r � rNi Z v CD (1W o JL w m m (Duo N t ^ w CS �y N N B✓ (n U w H- — E i r.to C) o C ul w � O w Mw co ¢ z a � J LL_ O_ E E 0 zo oo wj > 6� z0 Da f— 6 NCL g o XU o¢ o o o U O E N i a z d z rp C:< �o m� o o LL z _ C � N J m a ° F ¢w z z (n ca- oa go a N W w <g a= =3 xo O � oN ao 8 C C:)O >Lo N W m .> U U-) N o > O C) m O Np ._ = N r T .i.. CO T" LO E c M Z m E O cn c f° d E o U �o m Q p c ci a JOB NO: 21-1078 SCALE : AS NOTED SHEET NO. 7 0 cn C N CD Z. co M 0 to C N -v 0 0 CV O -M 0 _o GENERAL INSTALLATION NOTES 1, Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6, Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8, Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load Applied horizontal load / . O Safe vertical load + Safe horizontal load \— GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS FORM & GROUT SOLID O W _, J �U O #5 BAR CONT. 8F 12-1 B/1 T V' LINTEL DETAIL SCALE = N.T.S. on mom 10 N-10 00 no N 3 10 11 0 UK i TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J W 8F 16— B/1 T Q 00 o tNOMINAL, L QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT #5EEBAR MIN. AT OP (1) RECIQ'D CLEAR ALTERNATE POWERS STEEL LINTEL ° O A A u G .M.U. #5 REBAR AT TOP A' A a GROUT MIN. (1) REQ'D ° 4 1-1/2" CLEAR ° D p a A A d a r J J L a u) to H m ° 4 C.M.U. 5 REBAR AT = U) ut w BOTTOM OF U) z Lu — O u) 4 o LINTEL CAVITY Lu V 1` OTTOM D U U", u, REINFORCING ¢ ¢ C7 'm 9 7-5l8"ACTUAL PROVIDED IN LINTEL Z LL o w n D D ¢ :' O 3: #5 REBAR AT BOTTC ai � M a a° �° AS INDICATED 'NOMINAL WIDTH (VARIES) MATERIALS c�precas rintels = 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 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. 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 cementifiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O O 5'-10" LL 6-6" LL O O 4'-6" LL 4'-6" LL O MIN. 17'-4" LL O 5'-10" LL LINTEL PLAN - ELEV-B1 SCALE: %4"=1 F-0" r rgo VIA ° < �4�,, FFO q ��O�E r5tot* Nv Z tPdEEw10\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W Q S n E co O M 8 N h# O N J u- O coLo r J co cn # LL W N Qr Cn r- f- a W a- V S -, fA fn cc LL LL 352 a W J 0c0 Z L ", S fa L O . O W 7'NN0 R' OJ J ¢ a z LLW��O'O' N CN c" Z rY 0 O U U (n Z W ❑�❑ z N 0 z � N z o � Q J d u� n V) Z a � o 4-1 (6 w A m J O � w o c w W U c w � r — E S � � co o Q o M JZ w M M n p Z C [O E E g0 Da 4N Z® N O8 U O Z F— O —_13> N x� a Q o ao oo o aZ fo L Q ¢W n' � C o Z o m o O o' ZF rn J SQ ° W Z r� a o< Z O V N Q SSS W u ao a N W r� oLL �3 �o O CO o¢ o a O~ N O > Lo L ca `° oLO M LL N Q o o O m O T CNI c O LO T i 00 T Ln M T M E ca c :3 N ;� Z Z E O E d U J Q a) JOB NO: 21-1078 SCALE : AS NOTED SHEET NO. 8 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING U G WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED 0 EDGE F 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 OUTDOORSWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM ) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2. 2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3, PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD 0F 100 P APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL LF APED 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING EEL HALL BE ASTM A615 / A61 M-12 MIN. GRADE 40 f = 40 Ksi REIN ORC NG STEEL S 5 y 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4. 2. 1. 2" 1 y" Y4„ MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4. 3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE 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 V-0" away from the building side walls. 3. Irrigation/sprinklersysteins including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpoi�r and mortar along the foundation perimeter must be removed beore exterior sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within 1'4' of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within 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= +l- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 9x7 +26.1 PSF / -29.9 PSF DOUBLE 16x7 +24.9 PSF / -28.0 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. R SE; r 1tf'lilt II!, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. @9 IW- Q C)fp oo O M U N r ik cN N lJ.. OC103 O m �� o u Lu H aaiMv a a Y J LL u` a it 2 0 z 1 f9 E0 _ � 'gip N co � O � W ��mrn Z n N M Z X In Q d V U � 10 W ❑❑❑ V M zM � N M O z z Q ?. J V) z a Lu A U 0 � �N W s � w Go (J Lu J - t g C) o� Go �Q N o sin r` oco w cl) z U_ M_ E E z ❑ o 'o ? r �¢ $ ZB ❑a tui 0 F- C R V j o o E CV rp L az ¢ wo dz w w ro c F o c=n o Nm zE QW zz 3 ¢ oa Z go LL mw o az w =3 moo O zl¢ dF 3 .o c Q = tl) > L.0 L rn m n, W m O •- LO � N Q C tYj O s 0 (D E N r o N V) M LO LO r d' 00 r LO r E 'c N M �; Z Z = E 0 `° a E 0 _j ¢ o °_' JOB NO: 21-1078 SCALE : AS NOTED SHEET NO. SN to cr v LO 0 9 co O I i 0 CD L. C i � —' Q O i a a E Q> E O 0 c c 9 t% 0 U C U CL 'o 0 U 9 2 U__ r` o 0 0Cl- 0 0 Cl Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3!4" wood panels or 2 x _ 1-1/8" or two 1 /2" 6000s 1.8/1.7 ,Hood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 ,Hood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1 /2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap —� FILL CELL STD, 900 HOOK BOND BEAM U) w _ STD. 90° CONT. #5 CONT. #5 > BAR HOOK BAR 7 F #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min.) 2" Small gap 2" min. max. � 4 max. Clinch nails when possible 4 1- 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING y" GAP @ TOP sides by 6"• -Hangers with sides not containing WEB STIFFENER DOUBLE JOIST CONNECTION top flange uthcutjoist. . - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads 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 _T t1/16" details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 0 0 O 5'-0" STUB -OUT FOR GAS METER 0 0 'n � U (V 0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Q / Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D Ile \.l (see table below) DO NOT cut, notch or drill flanges 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 I I Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate BCI 5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d -8d BC16000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d i BCI60so 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s® 11-7/8" 3716d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS 1 5/8"0 THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION �rrr� meet over wal , or wa I stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 6" A 1 2' ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y2" I Any 16" joist 112 1 1'-0", 11'_1 ", 1 1. 2." 1 1'-2"11'-3 I V-9" 12'-4" 12"11 " 1 3'-7" 1 4"-2" 1 4'-9" 16-4" I NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE, THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1y" 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. N.T.S Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) -1�1 ICI Il I II I 77r Nail with 10-10d nails. nstall tight to top flange. SLEEVE THRU STEMSEE PLAN FORFOUNDATION INFO STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. k/4"-2" gap 1 Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p depth GRADE REINF. SEE PLAN A/tJ uni-kor_ 4 rvt+ 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 e 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" CENTERED @ PIPE PENETRATION J C 4 r4. G 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE d A. • F—� T SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE—\ PENETRATION W G a PVC OR SCH40 SLEEVE r— PLUMBIN LINE G Z • c � . a SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION I -JOISTS BUCKETS SEE FND. PLN. SIZE &REINF. N.T.S. PVC OR SCH40 SLEEVE PLUMBING LINE da. Al ae G i F'''•. G U, O>< CT r. FL '�'r°97tf11111111 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. N W 10 co Mgmk� � o o N J LL Q UJQ o - 01 w � u; w N 0' cnr,rZa -wa v a �[ 0 8 JLLLL a W z rmv :5,F1 N CD LL _J r 03 C, < t- Z ILO a Co M Z E N O Q U N Z N ch o � N (D z � � rz �, NC1 M o Q) c6 u, M ® ._ U O _0 (A N LU o N w in 04i L M i ME o rw U) Q o N m S I� ti o w M 0 < z S? QO z <N Z® O 9 6 wz X00 Da SOU AV CL O E go<o . a s o< a Z i ¢o e ir w, ru Vi C z OY U Nm 10 0, Z , tv J <' >z �Z tq 0< Z aZ a O O w < > o a v z< rz y O > U) L m n, W m 0 Q N V ' C)C O /Q V in C: T 04 2 C) C37 2 LO 0-)Ln r � �— LO 0")T ca � N �i o Z z E O ra C a 0 °� c o C JOB NO : 21-1078 SCALE : AS NOTED SHEET NO. SN 1 0 J n O M 0 .o 0 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U,N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS .) (OR / GYP. TYPE X„ @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) EACH END (WHEN PARALLEL) GARAGE GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2x BLOCKING HORIZONTALLY@ (12)11 NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. @11 O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1Y-0" (R302.11) 1/2" GYP. WB ( MIN.) @ GARAGE SIDE IF ? APPLICABLE. 3/8" MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & SLAB &BLOCK EDGES, AND @ 12" O.C. @FIELD SIMILAR AT FOUNDATION ONLY „ _ @ 6" MAX FROM END OF 2 x PLATE E SIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE FOR UNDERLAYMENT (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND REQUIREMENTS SEE R905.1.1 CHAIRS (TYP.) M WWF OR FIBERMESH "' ELEV. 0'-0" ALT: 1/2"x12" TITEN HD 24" 2x P.T. BOTTOM PLATE ( @ REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE PRE ENGINEERED WOOD I ° ° OIL A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR 24" 2„ x6W1.4xW1.4 @ O.C.) INCLUDE THE WALL ATTACHMENTS 2� 6x6W1.4xW1.4 CH MEN S TRUSS @ 24" O.C. U.N.O. == - - ° ' - =1 11=I 11=11=I m. I I=1 L J I 1=I I— I- b ° ° ° ° ° ° z ELEV.-0-31/2 " WWF OR FIBERMESH 31/2"MIN. 1 WWF OR FIBERMESH 1/2" MIN. HURRICANE ANCHOR @EACH TRUSS (SEE UPLIFT SCHED.) W/I i I I I=III=I I I • I I I =I I �I I T �I I F=I I —I ° ° �I II II I II I ICI — — ° ° ° ° ° e ° ° ° ° ° ° a ° ° ° ° °° 2x4 CONT. ° ° ° o A.F.F. p o. ° �3 12 TYP. ( ) METAL PL. UNDER EA. TRUSS MOISTURE BARRIER - III ; rI I=III=I I=I �I I=III=I I r I I �I I I=1=III I (_) I 1-I n a ° ° ° ° ° ° ° ° I I° ° _ a ° a ° o c� _ b ° _=I � I=I I IT 31/2"(min.)- 4" -I ° C31'12"(mm. _ b = 1/2"(min.)- 4" VARIES SHINGLE ROOF -III -1 I �, I Ii II (I I I 1III II I I= I I - - ° ° ° GARAGE DEPTH VARIES ° a ° 4" �I • - - - - 31/2"(m n) 4„ 8„ �,r o ° °. - ' ° ° - -TI - Tf1 TIT=1I I -IT III III 1T` hT� �` =1 I �l i RL I 1TROOF INSU ION LE SHEATHING - SEE SCHEDULE - [RSH] -ON TYPICAL INTERIOR BEARING ° I - =I I� IT--1JI-=TT —'TI-1Tr—T'r'r I i r (2) #5 CONT. 4„ 1'-4" 8" (2) #5 CONT. I „I I 4 FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rGG GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP MI SHEARWALLK�C� U.N.O. TYPICAL BEARING WALL @ STEPKCC _ ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 - SHEAR WALL SCALE: 3/4 -1 0 S3 SCALE: 3/4"=1'-0" S3 5/8" OR 1/2"HIGH ALUMINUM DRIP t�N�°�s STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" "X" ALUMINUM FASCIA GYP. TYPE @GARAGE \2'N.p. �Eos� W/A HABITABLE ROOM 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs't ABOVE) W/DRYWALL EE SOFFIT NAILED W/ 8d COMMON NAILS @ 4" O/C SCREWS @ 7" O.C. SHEET 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. CEILING & 8" O.C. WALLS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" O/C 10 �N�o s 8"&'XIII KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ c°�' 2x BLOCKING HORIZONTALLY@ INSULATION PER BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING NOTE: CHART ON FLOOR FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION 10'-0" (R302.11) SEE SECTION C/S3 FOR PLAN 1x2 P.T. HORIZONTAL #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING INTERVALS 10'-0VALE(R302N 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION NAILER 8" C.M.U. TYPICAL SEE CC/S3 OR c l G/S3 FOR ANCHOR , ° „ „ „ „ „° „ LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8 THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL 1/2" GYP. W13 MIN.) @ GARAGE SIMPSON SP1 w/ 10 ( ) SIDE IF APPLICABLE. STD. 90'HOOK (SEE DETAIL) TYPE "S" MORTAR BOLT INFO. 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8' x 10 J BOLT @ 24 O/C W/ 2 X 3/16 PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT 24 " @ (IF NO UP LIFT ON WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR () 'SIMPSON SP1 6 1/4"x31/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP 24" MIN. LAP] I #5 REINFORCING 3500#, MIN. TENSION 2600#) SPACE ANCHOR ARCHITECTURAL w/ (10)10d NAILS - 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR � w BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N _ „ END OF 2 x PLATE WWF OR FIBERMESH '- E 1x2 PT WD FURRING @ 24" O.C. FINISH TYP. ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR a w M , . u ° „ GRADE �„ o o ' #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a 1/2 GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL MONO OR STEMWALL z D M _ - _Z FINISH GRADE °O GRADE 60 MIN. F - 60ksi CL 25" MIN. LAP 30" MIN. LAP I y ° I I m ° o rI I �I I-� p . _ I I=1 I I-�-I I I _ 1 1= I I I I1�1�T� CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) FOOTING MONO SHOWN p p FOR CLARITY ° °O =III= == =III=I ' - o 6 MIL VAPOR BARRIER R n• ° I - - I 7LfiMl II-00 T 1=-I #5 REINFORCING BAR w Ui R 1 7/8„ ° • ° • _ ' f1r 11-_I I I=1T� L11 I=I 1x4 P.T. BASE NAILER p p o ° D ° z_ I= i = =I = =III- u N z I 111 111-III-IJ T #5 LAP SPLICE I _1- =� 4"x4" INSPECTION p ° NOTE: ° I=III=III=III=III=III—I I� • I 2 #5 CONT. I I=� O T,-r• r m 3 1/4" BASEBOARD PORT AT EACH g I I I=I I EI I =I I I=I I =I I I= N "FOR BEARING WALL .- COMP. SOIL. (COMPACTED TO _ , ' — --- 36" MIN. LAP (36" MIN. LAP] ON 3" CHAIRS 8" 1-4" 8„ MIN. 2500 PSI CONC. SLAB FILLED CELL TYPICAL _I =III=III=I I F— I (= III W/ UPLIFT ONLY _ _ __ _ _ _ ___________ - I-- = =III— _ _ o 95 /o MODIFIED PROCTOR ASTM I (=1r I I I=I I (= _ _� 11�TLLrI I - 10" (TYP.) MIN PSI MAY VARY PER co AT GARAGE CONTRACTOR co _ _ _ _ _ _ _ -_ III=I - I— =) I -III -III -III -III -III -III— =1 I 1-III—I I=I I--I—I—I=III=III=III=III=I=III-1 D1557)�- 4„ 1' 4„ 1- #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR CURB DUE TO SLOPE "-1 i i-III-I L{_-I I,T,I II II II TI II it l li III III= 111 #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLABW/6X6 W1.4XW1.4 WWF OR a NOTE:EXTEND - FRAME WALL TO C.M.U. WALL CONNECTION rD'�� TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL w/ UPLIFT rG "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: SLAB INFORMATION. 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 ' L r �, =111=T ' - ° L °D it ,I, 00 6x6W1.4xW1.4 SEE PLAN VARIES 6x6W1.4xW1.4 11/2"RECESS FOR ° I I 80 - - 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR —I I f I I z min.) 4" 10d NAILS TO TRUSS TOP CHORD\7 FOR TRUSS BARRIER p 4 D • r v ' a a _ v GRADE AT 24 O.C. MAX. x . FOR CONNECTION INFOPLAN COMP. SOIL. I I e oo - a • - - - TOP OF BEAM & LAYOUT DESIGN - (COMPACTED TO 95% I I =� �_ _ I —I 11 I I I III —III —I ' I - - _ = - 1 #5 REBAR w/ OPT. - O SEE ROOF PLAN _ _ _ - a d a' °O d I- MODIFIED PROCTOR ASTM D1557) - - _ I I— I I -III- I=S,CiREFzIV F�NCLOSURE -I I_ I I i I �I I I II (2) HTS20 FOR STRUCTURAL BEAM SIZE & '. _ rn rI M 'E N' 3" MIN. CLR. I r I I-_ I (2) #5 REBAR CONT. 1' 4" (1 STORY) 4 I l CONNECTION INFO M ON 3" CHAIRS TYP. 4" V-8" (2 STORY) STD. 90 NOOK SEE 0 DETAIL) MIN. 2x4 P.T. U.N.O. I p'sTe 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L °'S'e' z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCALE: 3/4" = V-0" S3 SCALE: 3!4"=1'-0" S3 —PER_ w_ ¢ SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL 1/2" GYP. BD. P.T. 2x COLUMN LOCATION ¢ � w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. „ GYP. BD. wOLD COLUMN SIZE AND BASE rM 1 2" FROM SLAB o w CONNECTION INFO. SLAB STEP gt RECESS S.G.D. 0 J CONT. BEAD SEALANT SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND ¢ .. : ' .: INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND PAVERS / DRIVEWAY EXPANSION JOINT _ a` -3 1/2" 4 ' SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS CONCRETE SLAB 14" O.H.D. RECESS 13" O.H.D. RECESS _� d , : ° •' GARAGE ATTACHMENTS & 18/D1 AT 8" O.C. PAD FOOTING PAVERS z r CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL -- EXTEND FILL CELLS _ EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD _. • . STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' _ �-rr 1IT 4 1�=T= •• M ' " " " ' _ -I I - I •.. ., ' ' a- III=� I I I • PLATE TO CONCRETE (MIN. SHEAR 180#MIN. ON FLOOR PLAN CONT. BEAD SEALANT - SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS M Z GRADE a 4" a' • � E FILLED SOLID PLAN FOR 00 - - - - •• co _, _ . e. oo —I I �I I .. ; ... ;, I _ °° TENSION 120#) CONCRETE SLAB 6 x 6 W1.4 x W1.4 ��, (SEE SIZE AND REINFORCEMENT) W -I-, I 1=1 I ° I I I ' :. _ �- III '.;. ' •< :: T —lT—i rI (_) I I �I I '• •, ;' I —I I �I I ' I=I I Ii - r WWF OR FIBERMESH c,, z == I- LL o w ° • I I I — w I III=I I —I I= c� 1-T1 I M + I—i I I I= _ _ _ _ N 'I— _� I BRICK PAVERS or SLAB PER o o = I •� a• z ¢ 1= a a —=_— ]I - �- ' ', _ SEE A/S3 OR J/S6 I I1i1 I ( " SEE A/S3 OR J/S6 =1 I —I I �I I,I III= _-L M 6 MIL VAPOR �` �— — - - - - - - =-TTT-I I 1=1 I 1=1 I [-1T= „ 0 -0 FIN. FLR.�= COMMUNITY SPECS = =III=I =III =I -= FOOTING J _ I I lr FOR REINF. INFO. I I I „-I- BARRIER = I_ =III=1 �= r _ __ __ III-III=III-III=III III=I (= - c� I BEYOND 3" MIN. CLEARANCE 1' " (1 STOR ) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 STORY) I �T I�Li I TI ::' ,, •.. •• :'.,: �.• I=III=III=I=III I =III III—' PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) 1' 8" 2 STOR ( ) 1'-8" 2 STORY) ( ) „ „ 4 4 : 4 ;' .. �,. SEE FOUNDATION CONC. PAD INFO. FOOTING WIDTH ' SEE SCHEDULE GARAGE DOOR SLAB RECESS J.1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING KCD�12 PATIO COLUMN FTG. DETAIL rN SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 ScnLE: _'-0 SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. °»< d t F t. .'4' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature ano seal. �9 0 o f co N LL C) V 2 co Q .3 Go y Xt LL W UJ o7cLi 0 c J W y N i L > 9 t6 _ 5'@CN(D L O W (/) m J ¢ a � Z N ,.NjZ fA O ¢ O U Z U � N W ❑�❑ z N (h a� z m Co 04 Z n Q J !Z N r 13 M V) z 0 o a.) iL � (a w m O W o Vl c w �N U w m L = r m z U 'o C N ® d C:) w Mz M J o a � LL W ❑ 00 >a a. o F w= �= Z® w� ca � O X U 00U E O NR3o a a z � & w z ¢ w to m� fu U) C _ C 0Y U ym o O� Z J <W z z v> a o< z 5z 5? 3 LL o a m Zw_ Lj N= O < }=o � a x v zl < 3 c O > Lo a� � ^1 W � 0 > CV Q C U o O W m o c`o p ai o0o r T E N cN Z Z a E a w c°� - ¢ o c � JOB NO: 21-1078 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 TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WALL 1 " 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 PLATE S 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1')10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ 2 w/ (12)10d (3)10d TOENAILS T&B ;H STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER +' STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT /j 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 BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. CL TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE STEEL AND GROUT 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" 0/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER I I —I I FULL 8x8x16 BLOCK SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD \NJ DOOR OPENING bF FjW DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) ❑ O/C FIELD ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS - - - 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11"DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 NAILS SIMPSON T EA. TRUSS (8)10dx1VERTIC1/WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MOISTURE BARRIER 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/ GROUT REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. MAIN SPAN ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) TYPICAL SECTION THRU WINDOW g S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT a � a a o a4 a 8" STD. WHOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O.ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1Q FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1!2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J J r- W T 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 SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. a a a e a BOTTOM OF MOUNTING B E POURED CONCRETE BASE FOR BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. T�_1_1044vv 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.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8"ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD- 2 x 6 P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE (NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER 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 SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON V-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 (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. pp0� SIMPSON HTT4 TYP. FN�NG U.N.O. HOLD DOWN 4 CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 GE SIMPSON SIMPSON TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL a - 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 NAILS TOTAL) EA. SIDE OF kSPLICE 4SPLIN. 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ 4 16d TOENAILS TO P 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. F= 2240 LBS SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 / SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END LOUU z a 2x TOP PLATE � 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24 O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. REINF. INFO. PLATE TO CONCRETE TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE a I I 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 " a a 2X8 P.T. BOTTOM PLATE (DD 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t & NUT 'OXIED A.T.R. t&NUT DXIED A.T.R. t&NUT ROOF TRUSS ABOVE /— 2X BLOCKING -(2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. `MASONRY WALL C 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 V 0 BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES G E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2X8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rW� SCALE: N.T.S. S4 'r °''•> A• To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N �E� O M 3 N N C- N Xt - J to 0' O C N � J LL. ik LL W 'c rNiv LLaY Q C 0 J�u- a U, Z L S c0 o —o 7 c6 N c0 w �' O J W U) a Z N M Z a W L O O U U -LL Z W ❑DO N M o g z N 0 z o� Q z U' CIN m 4—' u, - LU O Ln N ,,. w }— — E i c�us�0 r` o w coo s Z U_ � Q E E 8 .- za <, Za oa U p O O N L a <z ¢ wz B W C:o �o U m0 o of Z _ co J N m ° Q W gz cn N � a o� z g0 U Qo �k of w 113CD<¢ o zl01 ¢ 3 0 c O = > Ln IIX 6 ^L1 W � c� o M LL N .•-� Q C > o 0 Al co f co�± . 04 f T 'Ilzt 00LO T r M o E co c v; z Z E O C r_ a E U Q 0 JOB NO: 21-1078 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAMV W/ (4)1/4"x1 1/2" SIDS SCREWS TO BLOCKING & (z 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN, FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAILS (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9° AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°± / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APP " SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO 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, DETAIL SCHEDULE FOR SHEATHING IF >9" SEE 10/S5 ROX. 8 FROM RIDGE FASTENED AT @ 8'-0" 0/C. o EXTEND AT LEAST 90 /o OF `- DOUBLE TOP PLATE 2"x4" CROSS BRACE EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND jr 2x4 CROSS BRACE WEB LENGTH & NOTCH AT 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM & (2)lOd TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND ' EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT EACH JOINT w/ (3)10d & (2)1 Od EACH JOINT w/ (3) AT LEAST 90% OF WEB 2x8 P.T. GABLE TRUSS EACH JOINT w/ 3 10d & () SIMPSON H2.5A w/ (10) 8d TOE NAILS @ EA. END 10d & (2)10d TOE LENGTH SEE TABLE ( ) SILL 1/2 CDX PLYWOOD OR (2)10d TOE NAILS @ EA. FROM LEDGER TO BLOCKING 2x FRAME WALL SEE WALL ( NAILS EA. END @ GABLE TRUSS ' 7/16" OSB SHEATHING END GYPSUM WALL BOARD SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR ATTACHED W/ 10d GABLE TRUSS �� 1/2 CDX PLYWOOD OR 7/16 48" 0/C FOR THE �° (2)16d 7/16" OSB SHEATHING NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7116" OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 1Od NAILS AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM7 OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS 2"x4" LEDGER (MATCH BOTTOM CHORD w/ NAILS 6 O.C. @ AND O.C. FIELD END TYP. TOP & BOTTOM ATTACHED O.C. FIELD THROUGH CHORD GE10d EDGES AND 12" O.C. FIELD d (2) 16d NAILS "T" INTO 2"x6" P.T. PLATE SLOPE OF ADJACENT SCISSOR TRUSS) W/ (2)16d TOENAILS 2x4 ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, 2"4" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FORI 2x BLOCKING I BLOCKING, FASTEN WITH FASTEN WITH 1 Odx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" 0/C @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING FASTEN WITH SIMPSON HGAI OKT w/ (4)1/4"x1 1/2" SDS SCREWS TO 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. SIMPSON SP2 w/ (12) 10d PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ 7 () O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS MOISTURE BARRIER Zx4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD NOTE: IF EMBEDDED 1 Odx1 1/2" NAILS AT EA. & (4)1/4"x21/4" TITEN 4'-0" O/C ALIGNED WITH @ SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 SECTION 3 SECTION 4 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. 5 SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDES 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, ON SHEET S5 FOR N M SEE STRUCTURAL IF >9" SEE 10/S5 X-BRACING, AND TOP r M NOTES AND NAILING CHORD BLOCKING Nx 7R INFORMATION `° =F co �' SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1/ (2)16d NAILS 00 00 2"x4" CROSS BRACE 2x4 RAT RUN BRACING APPROX. 8" FROMZvi AT 24" O.C. ON TOP OF RIDGE FASTENED AT "L" BRACE TO EXTEND BOTT. CHORD FOR 4 EACH JOINT w/ (3) AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) TRUSS SPANS ATTACHED W/ 2 -16d NAILS @ EA. END GABLE TRUSS AT EA. TRUSS JOINT 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" (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 OSB SHEATHING ATTACHED OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE • (2)16d NAILS W/ 1Od NAILS 6" O.C. 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF @ O/C w/ (2)16d (D = 0.207 , L = 41/2) OR EQUAL TRUSSES FROM EA. E ES AND 12" O.C. FIELD TOENAILS @ EA. END NOTES: END TYP. TOP & JACK TRUSS 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 SEE PLAN FOR MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS CONNECTION ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 "T' ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING W/,.- EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 1Odx3" @ 4" O/C (2)12d TOENAILS NON - LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8� SECTION g IINIMUM 2x ;ROSS BRACING 3EE PLAN FOR OCATIONS) (2) 16d PER JOINT t- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL 12 6.9 MAX. / SCALE: N.T.S. TOENAIL i (2)16d NA 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.0 (2)1Od x 0.131" TOENAILS EA. SIDE CONT. 2X4 #2 SYP w/ 1 Od XO.131"@8"O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 �CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6° OVERLAP �-MINIMUM (2)16d PER JOINT \--MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. 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) • z W `BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER -BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) GABLE TRUSS `—STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 11'-0" MAX. yQ CORNERJACK O a U W z 0 U HIP FRAMING REFERENCE PLAN 20'-0" MAX 'W BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @1-1 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. i'm 6q El - 101�l ICI NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS 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 SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION r q���E"�Ei$II18I:f`opr / a . a" v, < '' �jr' r_-*r U @�0 C` g ` i 00, o_" , ESSIG0 fII'I IIl3'�'���: 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 engineer ng potions of the drawing pages bea ng Engineers signature and seal. CD w vE M 8 co W ^ 4t vO m �� J Q .=—O N# LL W a- 0 '* cn r� 'Z t w r:M7 N fn Z m o r W (n r—°' a¢a Z Ci N M z a Izz v y O ZOU U� vvi W ❑ ❑ ❑ z co z o Q a_ N V) z o 0 Il Cn W y O WQ) g N w U •.. E a, ® Q < 0 m ti o w M M z z oS ZZ Q � J U_ E oo ¢� I Oco wj OU z© oa o E K oQ a= � OU az N T Ko �W 12 ¢ o I mo ZLLm aW� �z 3 o< go w< E a �w U a� oz _~ 1¢ =3 L� Mj O w d 0 zl< 3 0 c O = � > N LL L Al W co It •_ O W N Y > O CD W � F N r c0 p .� = N r T L U-) r 1 0000 r ' —) � T ai Y / CN M �; o Z z E co U m a E U 2 Q p _ D JOB NO : 21-1078 SCALE : AS NOTED SHEET NO. S5 -- -- I i1111 1 iiT,i'LiIlLl r 3 m n 0 cQ N LO 0 J 00 0 m P 0 to it L0 0 J 00 0 i i 0 cn L y 0 i a 0 0 rn ru eo W o: 0 m 0 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 I DRYWALL 41* UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. MAX. 8" PROPER INSTALLATION � DO NOT DO THIS ' 2"x BOT. PLATE W/ (2) 1Od @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. 1 x4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1x4 P.T.. 3/16"0 X 3" LONG FURRING FURRING 3-1/4" LONG X 3/16"0 FURRING TAPCONS 3/16" #5 REBAR � ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED TAPCONS O.C. 4" 2X8 TAPCON. INTO STAGGERED @ 16' @ (TYP,) BLOCK@ SPACING „ 1x8 P.T. FROM EACH END w/ MIN. 1X8 O.C. 2-ROWS INTO 1 DETAIL 2" EDGE DIST. ATTACH 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL ` TD. 90° HOOK (TYP.) STD.90^ @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P,T. —7 METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER TO PRODUCT EACH END W/ TO PRODUCT APPROVAL FOR CONN, 1x4 1/2" DRYWALL NOTE: LAP SHEATHING TO DOOR JAMB (REFER MIN BOTTOM OF BAND TO PRODUCT DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" JOIST TYPICAL x 3-1/2" TAPCON @ 16" APPROVAL FOR CO2 ROWS 3/16" x 3-1l2" 1x4 O O.C. & 4" FROM EACH FURRING *2"EDEGE 16" O.C. & @ END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 41hTAPCON ' ±2" NOTC FIRST COURSE SIMPSON HGAMI OKTA @ 12" O.C. w/ {4)1/4x1 1/2"SDS SCREWS ..AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 INTO BAND JOIST & (4)1/4"x2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" 0' 3-1 /4" DETAIL ±5" FNOTCH WEB AT IRST 2 COURSES E TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC LED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON ( 1 1/4" MIN. -A = 1610 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT tr 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1 PLY PRE-ENGINEERED TRUSS . BLOCK HEADER ARCH BLKG. &BUCK 1/4" x 31/4" TAPCONS '. SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL - * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN= 2150 #) 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S,B. FOR TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERRAN CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHOR\-2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 21 -6" FOR OVERHANGS BETWEEN 3l4" T01 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4'Y2" WOOD ) O ` DOUBLE 2x4 SCAB FOR 2'-6" TO 4'4' O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL NAILS @ 8" O.C. ARCH DETAIL � 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ , r, k 0T V O TR FRyq TO TRUSS TOP CHORD MIN. 4 EMBEDMENT AT 16 O.C. N (F �G7'y 11-0" F-0" SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE i + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + OlLf INISH FLOQR 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° „ WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED , EMBEDMENT INTO K. �1l4' MAX ) PER NAILING SCHEDULE ALL TO SUPPORT ° ' #5 BAR BLOCK HEADER 2'-0" 8" it SOLID BLKG. AT TOP BTWN, ARCH (5)12d NAILS SIMPSON / TRUSS + + SOFFIT + ° .° °' p d CENTERED W/ g 1 X 4 FURRING BLKG. &BUCK H2.5A w/ 10 2X6 TO 2X4 ( ) 2X4 SYP r ®s . • �s • ' 9 IN TOP o > ° ' , 8d NAILS EACH TRUSS r ' ' •B .•' KNOCKOUT/ 04 8d NAILS @ 8" O.C. AT BUCK _ ° CHAIR BLOCK PROVIDE 2 x 8 DIAG. BRACE BT 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x COOT. E x CONNECTOR �o MONO FOOTING .> e.. A. - I i SIZE AND REINF. PER PLAN —_ , VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS -) BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. - LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 ° CLEAN FILL o ° ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT • Z DIRT 4 TO BE INSTALLED BUILT UP PLWD. BUCK - .10 4'-0" MAX SEE PLAN PRECAST LINTEL °. ° STANDARD o SCRIBE (NOTCH) BACKSIDE 1 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION a 90 HOOK iv #5 BAR IN TO FIT ARCH CONNECT W/ 8d NAILS START OF ARC NOTE: IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL `• '• r 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") . J. ,- . INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL GABLE ONLY, CORNERS WALL USE (2)1/4" X 31/2" TAPCONS AT 16" • = ANCHOR INTO ARCH BLKG, THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. .: PER INSTALLATION DETAILS ARCH DETAIL B-B K HIP. DESIGNED ONLY FOR THE SECTION @ENTRY L SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" = V-0 SS = V-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE HOOKED DOWEL SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAYBE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - PER ANCHOR E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL ) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD "SET" >- #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" EPDXIED w/ SIMPSON �o SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6'-0" EPDXY MIN. 6" EMBEDMENT & N FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) 3" MIN. EDGE DISTANCE LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP o v NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ° a A REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT — D —I=� =I �I I — T e -ITI— 1=i11-1TI v Cl) I-< 1 PRESS PANEL REINFORCING INTO PLACE. D = — — v #5x6' EMBEDDED INTO 6 MIN. LAP SPLICE W/ COVER PANE REINFORCING WITH UPPER HALF F L 0 G U L O MORTAR BED AND TROWEL REINFORCING PANEL D III — � � U.)CELL EXISTING FOOTING 2 #5x6 IN CONC. SMOOTH. DO NO FURROW. D ' cn N FILLED F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT =IT=I , I I- GRADE i—i r DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP D. p . ° ,^ G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE iv REMAIN FREE OF MORTAR. NOTE: `' z \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. f u TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ D (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16"MIN, Of COVER EA. WAY A SECTION I) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. j SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. - SCALE: 3/4' -1-0 „ SCALE: 3/4 = 1-0 FOR WIND SPEEDS UP TO 110 MPH", PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. 4 QO��$I11fill/�S�r6 IN ego CN • L� PjtvIt^i�//fftlfiCS�'�\l'ye������9 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W 'E O M B 11co _N N Xk V ® -. N ik LL W N .4 cnn`nr o ccMv J Wu- J w a LL a Y v> cn o. Z :� _ o �Nc_D tY O � co <<a IL N M Z a W. N O 0 pUv�vvi W OD❑ N M og o Z M N z o � � - VI � /1 �/ ^/' N M ``�f m W 10)(13 V o +-� Lu c ca 0 „j o to w co C} � c1 J ~- C 8 i I o 0 Q N O o w M o z z E Z O w° > N z� o U o oa , CUE I— 9 X U &a cwi U o< O E No d o ¢ o d z W L r z < U m0 g m o LL z <z y F Zz ao oz a �3 O O w Y =O a F 0 C:) = L6 L � N 0 •� 0 d- O N � .-. Q ^ 1 L > O Q � m C'3 CU n' W C O r ca C) LO oo o L ! 0) r M o E _ _ a. 0 .° ¢ o � JOB NO: 21-1078 SCALE : AS NOTED SHEET NO. SS N O J 00 0 P 0 a 0 CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-20'14 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS, DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS VVI G- 1 VUA LP1Ur r 1 1 \V VJ YYLU 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 E] v TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — DIRECTION TYP. � I A CHORD AT ALL HAND FRAMED AREAS TYP. SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. N TRUSS USSES (2) 12D NAILS _Y AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS HIP G.T (2) 2x8 #2 SYP wr O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM a@ RAISED ENTRY MASONRY WALL 4 SCALE: NTS SIMPSON LSTA18 VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) w/ (12) 10d NAILS CENTERED AT SIMPSON HUC410 w/ 16d INTO HEADER & (14) (6) SEE PLAN FOR CANT. 10d TOP & BOTTOM SPLIT TO TIE 10d INTO BEAM - SEE OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE (10) 8d NAILS INFO COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w! (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SEE FLOOR PLAN FOR COLUMN SIZE & BASE —7/16" OSS FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE INDICATED ON BM. CONNECTION INFO J r'% r%-r 1 r1 A 1 n O PT 1 D N A SCHEDULE/PLAN OPT 1 O N B COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. A�A SEE PLAN FOR SCALE: 3/4"=1'-0" BM. SPLICE OVER �� CENTER OF POST JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL a@ ENTRY FRONT WALL SCALE: NTS 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED w/ (3) 10d tA 7—PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. DIAGONAL 2x8 #2 SPF RIDGE BEAM AT 8'-0" WOOD SIMPSON LUS26 w/ (8) 10d NAILS MAX TRUSS �t iC 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 PLY TRUSS SIMPSON TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d CANTILEVER IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR COLUMN SIZE & INDICATED 10d NAILS 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR TYP. U.N.O. LOCATION AND DIRECTION 2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 202 FOR T & B CHORD STEEL OR WOOD DSHOWN) LAG SCREWS INTO END OF EACH BLOCKING INFO) BEARING SUPPORT MIDDLE FLOOR TRUSS, 24" O.C. MAX. (AT ° EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL ° SCREWS EACH SIDE) (TYPICAL) A -A ALTERNATE BLOCKING CORNER SECTION AT LOW ROOF 9 SEE FOUNDATION DETAIL @ INTERIOR BEARING511 PLAN FOR MORE INFO SCALE: NTS 3,, WOOD ­TRUSS SCALE: NTS COMMON B M ATTACHMENT 1 WOO . A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: NTS OIL VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR PLAN FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL VALLSEE IdNAILSAT TRUSS NAILS BASE & 2x4 #2 SPF BRACING @ NAILING SCHEDULE OUTLOOKER INFO. ASIMPSON SP2 w/ (12) 10d NAILS AT TOP (1 NAILS EXTERIOR SHEATHING INFO. 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES ATTACHED PER NAILING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL LOW (2) 12d NAILS TO EACH VERTICAL SCHEDULE BOTTOM CHORD PLATE MORE INFO, TRUSS THING TT SHEATHING ATTACHED STUD) VARIES SEE PLAN PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ FOR WALL LOCATION 2x4 BASE PLATE W! 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING WOOD WALL SIMPSON MTS12 w/ EACH COMMON BELOW @ 16" O.C. OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ M (14 ) 10d x 1 1/2" NAILS TRUSS/ FRAMING TYP TOP & BOTTOM SEE PLAN 16d COMMONS v 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. STUD TYP. T&B PER NAILING SCHEDULE & —• MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO a.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR OIL SEE PLAN FOR PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM - BEAM BELOW: SIMPSON HTS20 w/ - ::" MIN. 2x4 #2 SYP P.T. PLATE 16v FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. o °. W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX.SEE 41d— ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. �� SECTION FLOOR FOR CONNECTION 16d NAILS AT EACH END aC� CONNECTIONS TO G.T. EXTERIOR. WALL SECTION ENTRY g CONNECTIONK"22� SECTION AT HIP GABLEK-12--�SECTION BUMP OUT 39 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS DETAILS & SECTIONS a `f ,. N E cli C) �O O �LQ s ����!!!!! i t t l i 6� ►�l�����`e To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N Q � M1 E� O M 8 N M1 N 0 6 C) cc) 00'n U- w � cv . -0 w a LL a Q @LLLL J aW� rY O Z f°=vO _ @o �'mNm �' O F w � O J m Z ILcL) 00 Zrn 6 ¢a Z N Z O V af D O < N W ❑oo N M z N M a z m z a J M1 V) M Z a C 1 o lL T' C(Dra LU Q A W U C) —� O Vun ru o ID U) U U _ � C a) Q r_ o co W M o Z a L E 0 E =o oLL ? > <R ze oa U O CD 5z U a F o ao � °U p ° y dz N i ¢o2 �z W ra _ z oY U ° °� Z J z Z V1 N 3 F " $< Z g° U �o az o Jz < 3 >° coa �t °za °3 �O 0 = L DC L 0 m T Al W CU `J / .� M 0 U LO N .-. Q � U > o C)r1 0 Al op 0 (p O E N r c C:) v .� CN CN r T L0 (M LO T + 0000 1"'^ m '��/� U! w a) r co o Z Z E C) Cn a E U -j p ¢ p C JOB NO: 21-1078 SCALE : AS NOTED SHEET NO. D1 ".r m C) i v a J y r7 e 0 0 g� 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 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 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 JAMB, SILL AND HEAD DETAIL SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure) resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape S DO NO- BOTTO Gi nNr_i SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as Q in each detail that corresponds to the numbered items in the list of Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary ✓E BARRIER & tARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) 4SHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING `� n 1 0 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) I SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK r�r,anrrv�.a r�r�anrrvia 2 SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED VINYL SHOWER PAN 1'-4" PER PLAN SHOWER SEAT SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER Z a. IX W IZ (n Lu U w Lu 0 DOOR ROUGH OPENING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING �- SELF -ADHERED FLASHING SUBFLOOR RIM JOIST 0�o1 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 :LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A st WINDOW UNIT 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. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based A N, sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The V Q individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER n Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT 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 RELEASE PAPER TO AD ESIVEASSHHOWN) 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 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 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 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING �' INSIDE CORNER JI 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground -7 7 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Conti nuously 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 t R t B 7.7.At built-in autters. a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH - WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF t1FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE �� , THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER a er esl an arner Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF - - DRAINAGE PLANE WRB BOND BREAK WRB NSF LATH I II P - - A BACKER ROD IS FINISH 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 CV ti N O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. fA W v E O M 8 g . h OEM it 0 N U LL uJ H 0Ui �1'-0-'TZ M V u; a Y JQj,7 WaLU�s Z 1 13 00 C. v OC _ E N c_p 5 ca CC O W �0M¢aa LL IN') Z N a W co O U U 1 co w ❑❑❑ M� n N M o 0 � � N :Zr; Q0 U)V) o (D � � rr� LU (U� a U O„�g N �(13 C LLJ J r - E v 2 zl _ c (7 0 N ®0 O co coZ It co M z ¢ O Z Q J t L g E v W o0 Z <N CL ® ? o� ¢a 04 N ¢ z wo Q u w �z L Cn e 0 y U m 0 0° Z F N J m ¢ ° aw 2 z to N Q o � Z g° a �w � mE =3 O w zl¢ ao OU 3 C � O = E > Lt7 L � m W o �- N m Q a o 'O^ O �i E N m = N LO �^ 00 r L M T iIJ / 4 3 CV M o Z M z E O iri c FL E U a a3 ¢ 00 c c JOB NO: 21-1078 SCALE : AS NOTED SHEET NO. W P T-.-II 11 _ 1 I --r M 49 3 go a 1 9 0_4 PRODUCT APPROVAL SPECIFICATION SHEET(2021) Florida Dilipartirrient of Business & Professional Regulation Building Codes and Standards "W1201 Mounting Brackets (10 Gausei &XR Cross swport (May be cut to W) See Anchor Scheduld Bolts 1 12r Dia. A325 Ga Ii Hurricane Strap 3 In front) Fmat, Cross Support Lett Bracket'(%Gauge) Back Cross Support Into A/C Unit Bottom Side (TWIc& 3 bath sicle for hurricane use) upon "equal Florida Department of Business & Professional Regulation page I or i Building Codes and Standards 1114=1 Product Approval Application Detail As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Tv. Version Manufacturer Contact Ermli U-s Will BY validated Submitted FSC Approval Approved Status Category! Eaterlor Doom (800) 843-7828 PE-43409 (913) 7ST-6555 Subcategory: Swinging Eidetic, Dow Ailembiles ajelipersonQthermadr- Compiler- Mtho&- Evaluation Report ftrr� . Ford. Registered Archirsel or. Licensed Florida professional Engineer I ber-Classicurd STooth-Shr, Nominal 6&#39;8 iliquMIMpectscluct: Opaque 12/31=1 Yes Yes Yes N/A Comlp�fte Edge Fiberglass Single Dow 2 b. Themi Filb-Classic and Smooth-Slar Not"hial 6&#39;8 &quct;Inlp.�t&qu.t; Opaque 1213112021 Yes yes yes INA CrimpoMte Edge Fiberglass angle Do. with Composite Edge Fiberglass Double Dow vvith or MR unitions) O-pizares Edge Fiberglass Single Doo- Composite Edge Fiberglass Single Doorwith without Sidelines (InwingM,tawing; XX or OXXO configo"bors) Composite Edge Fiberglass angle 000r 6 In. Thimirs-Tru Flb-Chassi4turd Smh-Str IN -in a] 6&#39;6 &quot; Impaidtictuot; Glued 12rJV2021 Yes Yes Yes NIA cornpott. Edge Fiberglass Single Dow with Composite Edge Fbilingles, Double Dor.1th or 10 1 Thimmi-Tim Fib-Clarea. and Smocifti-Ser NLImil 8&939,0 &quotJ.p-qt&qmt,, Glued 12131,7021 Yes Yes Yes NiA, Composite Edge FibergliasSingle Dom (Imseing/Outieving; X configuration) Composite Edge Fiberglass angle DomwHh Composite Edge Fftwglasa Double Dow with or 13 m. Thsholl Fiber-Clessic and Smooth-Strar N-Imill SU39;8 Opaque 12(31/2021 Yes Yes yes NIA C-posit" Edge Fiberglass Single Doorwim Cori Edge Fiberglass Double Do-dith OXXO wirguralim) Comil Edge FiberglaasSingle, Dow with Compos ' . Edge Fiberglass Doubl Dow with OXXO qw"""") 17 q. Th.mi Fiba,Cl..Ic .,it annooth-Ster N-linal 6&039;8 &quot;NwFImpact&qrud; Opaque 1213IJ2021 Yes Yes No N/A 15 Therrhii Fliber-Classic and Smooth-Slar Nominal 6&*39,45 &quw;Non-lmpaqt&ql Opaque 1213IJ2021 Yes Yes No NIA Composite Edge Fiberglass Single Dow with q. 19 s, Thearms,Tnu Fiber-Classilc and smooth -Star N IfigurMims) 12131=1 Yes Yes No NIA Cwhpoafte Edge Fiberglass Double Dow vfth or configurations) Composite Edge Fibergass Single Dow C-poalt. Edge Fiberglass al Dow with rompositeEdge, qlberglaaa Double Doori or 23 w. Therrill Fiber-Cla"Ic and Smodh-Star Nominal G&VU;e Acitict:Nwi-Impai Glued 12131/2021 Yes Yes N. N?A Cori Edge Fiberglass Single Dow Cwhpsli Edge Fiberglass angle Do-Ith 25 yThamrs-Tut Fibei ... q and ain-fin-Ster Nornin.1 6&#3%6 &cUMN�impactil,quot; Glued 12131/2021 Yes Yes No N/A CMP_Ke Edg; Fill... Double Door with or cliounitims) lin-M910= X oonligurallon) C:pmke Edge Fiberglass Single Dow with condil'ured Mal Composite Edge Fiberglass Double Dow wfth or -co 0 0 0 LL CU L;z ,_ CU (D C) r CU r'0_ Category/S u bcate gory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date I . EXTERIOR DOORS A. SWINGING ThermaTru Fiber -Classic and Smooth -Star (NOWIMPACT) FL20461.1 +67-0/-67.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40-0 psf 12/31/2024 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL1 1537.1 N/A (see inst sht) 12/31/2025 A. SINGLE HUNG MI Windows and Doors Series 185 FL17499-2 +60.0/-60-0 psf 10/8/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL1 5351 -1 +55.0/-55-0 psf 2/16/2024 C. FD(ED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 D. MULLION M I Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 Code enlit, TV" Version Manufacturer Contact linalneer A U.-i validated air Validated Submitted FPC Apandival A,- Slem. Revision 2020 Drexel Metals, I'q. J­ Shumate Zachary R. priest Loolce Bowden F.E. DWI 012020 0810912020 0M012020 I Oti W020 Approved Compliance Method Evaluation Report from a Force Registered Architect or a Licensed Florida "7579-FIS Producilis sea # Product Description In Fli Outside H%W Resistant pression. DMC 5V E . OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +75.0/-75-0 psf 12/31/2021 Florida Department of Business & Professional Regulation page 1 or 1 Product Approval Application Detail 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328 N/A 10/18/2021 MW "'i "'nufact"" contact validated 51 Valli Submi FVC Approved Apirividid 2=1 Affirmation 2020 Small Vent Product,, In.. Michael Graham Hernies F. Nuwo PE Locic, Bowden P.E. 12MBV2020 1211612020 12nWO2O Approved Su"Chategory,, Products Introduced as a R.l mi,laoraftwant c- Florida Regiateread Architect bir a Licensed Florida Freres onal Engineer Name Contract Expiration Eale In HvHZ OutsIdefriii 2 SimidVent Model IM 54(]­511 Dual Function, Flood and Ventilation Vrm� 12131G020 Yes NIA +100MOO 6 Smoi.=' #1540�5 0 Wood Wall Insulated Flood Vent 1213112020 Y Yes NIA 100.100 C. ROOFING FASTENERS NOTUSED 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 E_ ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 F. METAL ROOF Gulf Coast Supply& Manufacturing, LL 0.032" Aluminum GuIfLok 16" wide roof panel FL 11651.2 R3 N/A 4/12/2024 5. SHUTTERS A- STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076-1 - FL15076.2 N/A 12/31/2021 Florida Department of Business & Professional Regulation Pigs I c13 Building Codes arid Standards 117/2D21 Florida Department of Business Professional Regulation P.p 1 &2 Building Codes arid Standards IJ512WI All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2021 Product Approval Application Detail Product Approval Application Detail 6. STRUCTURAL Code Entity Ore Date Date liendIft Data L(A Version Manufacturer Enalreer is Limme Validated W Valtdated Submitted FBC Auch" Ainin;rved §ULA Revision 2020 Ther"i Corporation St., Juip-on Lyndon F. Schmidt, P. E. Ryan J. King , P.E. 07n �2020 07112rA20 07/29CO20 1D1t3f2020 Approved Subcategory; Swinging Exterior DocrAssiannut- aj.apersp_th ... th- Compliance Method: Evaluation Report from a m Professional Engineer Code Entitir or Data Dole Date simpler [We Type version Marturreetrumar Contact Emilneer & Lic,andis Whorled By validated Submitted FW Avor-al Approved Status Category: Frieder Doorni (800) 843-782,3 PE-43408 (813) 787-6555P Subcategory: Swinging Exterior Door Assemblies sitipers.@therrhad.... Florida "rigisimdAnchit-twit Ljoemsed Flondir Professional Engineer COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES fTW Building Components Alpine Truss Plates FL1999-1 - FL1 999-4 N/A 12/31/2024 F1.01*211,4118-1114, Freckles; Causally Assuratere Approvedfai Apprinnidloi Imi Desion INA Produal Description Cordract Explinallon Date In HVHZ urtsid, I Resletrint Pressure 11=RNb"�`,C1"1..1i."!md Shmffi-Stw Normina] 6&#39;8 &qm1;I.puA&q.or; Opaque 1213V2021 No Yes Yes N/A ComposIte Edge Fiberglass Single Dow 2 b. Theme-Tru Fiber -Classic and Smooth -Star Nominal 6&939:8 &quot:Impsct&qUot; Opaque 12J31/2D21 No Yes Yes NIA Compoert. Edge Fiberglass angle Dow with 3 q Thei-me-Tro Fiber-Clia-ic and 8-th-Slar, Nornimil 6&*39;8 &quklmp.ct&qu.t; Opaque 121W2D21 No yes Yes NYA Composite Edge Fiberglass Double Doorwith w owd"g-tion') Composite Edge Fiberglass ad gle Dow with 6 1 Therml Fiber-Clasale and Smoothi Nwh hatilM v0&qbw:lmp-`t&quw� Opaque 12131/2021 No yes Yes NIA p-t. Ed Fiberglass Double Dow with u, qw,gors"..) 7 g, Th­.-T,u Fti-Cl-iciaml Shrmolh-Sr., Nominal 6&#39;8 &q..t;1.p.dt&q.w; Glazed IMM2021 No yes Yes N/A Coi Edge Fiberglass Single IMor a h. Therrmai Fliber-Classic and anoth-aw Nominal 6&#39:8 koetrimpactiluitiot; Glued 12/31,2021 No Yes Yes 1 Composite Edge Fiberglass single Dow with Quest, A ... .... Atmo-adfol Use Arinnoripd ihe� Use himaiml Death. Composite Edge Fiberglass Double D.w vdth or C QuUWA-- A -wad forr Us. Amosi for Us. Imi Deal. S." =1, Number, 11111 Product Dessallfifir. ontract Eiobrai Data 1. HvHZ Outside FIVEI Resistant P-. 1 ribenClansic and Shrooth-Star N-Inal GM9,6 &qiid:NwrIm,.qNq.o1; Opaque 17J31(2021 No yes No NYA (InsAngfOutineing; X configuration) > 0- 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 111 5/25/2024 E_ Florida Department of Business & Professional Regulation paa,, 1 &2 Building Codes and Standards lrrml Product Approval Application Detail 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) res- APPLICANT SIGNATURE DATE Code Entity or Data Data Data Pirridno Date vesslon marrulactut Contact 6nalrishir & License validated By Wficil Submitted FBCA,,vW Ap,,Vd Status Revision 2020 M1 vivindows, and Doors Brant Stringer Lus be Lome, Stervian M. Uri PE 10106/2020 10/06/2020 1011SM20 12/1512020 Approved ortitirs pr !.at Engineer Quality Assurance Armilurved-forUst, Approved for, Use Inical Deal - Sao # Product Nodal, Nusinti.or Nom Product Dosoripthor Contract Excli-arlon Date In HVHZ Outside HVF1 Resistant prassuns 145-3/4&qux*.30&qut; NON -REINFORCED 9C&quotp(6Q&quot; NON -REINFORCED 3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGO REINFORCED CX0 1221/2G24 No Yes No N/A 4 SERIES 420ALUMINUM SGD REINFORCED SERIES 420ALUMINUM SGO REINFORCED OX. 12131/2024 No Yes No N/A XO 5 SERIES 420ALUMINUM SM REINFORCED SERIES 420ALUMINUM SGO REINFORCED XXX 12t3l/2024 No Yes No N/A Florida Department of Business Professional Regulation page I or I Building Codes and Standards 1,1312021 Product Approval Application Detail ---- -- . ..... . .... Florida Department of Business Professional Regulation Page 1 (2 Building Codes and Standards lfil= Product Approval Application Detail < 0- Lii Z Code Entity or Date Dere, Date Pending (We IVD- Wind- fillanufactur. Contact EhalnWA ur,ens. validated Sir validated Submitted FRO Approval Approved status Revision 2020 illoyne-Duff., . diviso, of Overhead Dow Diayma K.,rr.h John E. Scates Jeffrey Th Amason, P E 1011 2J2020 OMM020 10)23/2020 12/1512020 Approved Category: Ext-hor Dows clkwin"wayrre-deft... S.1scataii Sectional Exterior Dow Assemblies Compliance Method: Ediftlatlon Report from ti Force Registered Architect a a Licensed Florida Qual A.- I Approved ficer Use Awroved for Use Impact Quislatin or 110- Product Description In Fil Outside FIVFLZ Radial Pridistur, -liable In top orlmanimadlist. code Entity oar Dart. Dot- Date feeincilina owe V-],, Mm~,rr Contact Enalmiff'Ll.11el Validated 11, Vislidallid Submitti FSC Approval Approved Status Revision 2020 PGT Industries Jer. Rodidirweld Me"ll-D.. SCOO - CER Miami' Did, SCOO, - VAL llfl9/2020 10MI2020 111241M20 Approved Subcategory: Sliding Ederlor Dow Assemblies yrca_ki@p9tindushn­ Compliance Mardbod: Mark or Llrdrig product Dilserldillwh C. )1rallon Date In KVHZ Outside HVFIZ R,,It,,t Pressure 9 Missile broad) VmyI Sliching Glilri, Door Q202 Yes Yes Yes N/A SHEET NO. PA 1,0 U I'll r[ - I� 6 Florida Department of Business & Professional Regulation Page / Pr 1 Building Codes and Standards 1g2021 Product Approval Application Detail Code onsimmmi ill; ill I 11 !1 1! Enl or fig, Date Data Pw cliff Tie Version Manufacturer Contact Endneer a Llcase. Validated 8y Validated submitted FSC Approval Approved status R.V,M.n 2020 Cu... Divides, ofAAOG, Inc. Tom Riday ULLLC Troy Bishop; P.E. 12N N2D20 12/0.12020 1221IM20 Approved Category: Exterior Ooors (I 494-2813 (954) 947-038D Subcategory' Exunw Door Components tam.refloy@assaebloy.co Compliance Method: Certifical Mark or Listing m FLN11537.a8 Products .... Quallty.Aasurahce Aoorovedfor Use Approved for Usa Impact Dealrn sap # Product Model, Numbaror Nema Product Description Contract Ekdratlon Date In HVHZ -Outside HVHZ $¢ylstant Pressure 1 607, 707. 72T 747. 75T 777, end a47 Single and Pairs at Flush. Glazed, and Louvered single and pairs of 1 W312025 Yes Yes Yes NIA Doors hollow metal doors. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of lZiml QA !I 111111311VA1111,11IM11 Entity or ;Ill Ili !i; RAU 2di Drte Pen9no 20 ,TV Vasl., Manuradurer Contact Endneer&Llceise Validated av Validated Suhmided FBC Aeproyal Amml .status Revision 2020 MI Wndona.nd Doan Brent Sitt)nger American Archita.ural Sloven M. Won, PE 1122/2020 11222020 112a2020 Approved Category: Windows (717) 365-3300 Manufacturerom-ldlal (717) 317-8454 Subcategory: Fixed bs t inger(-dmN+d com Compliance Ill od: Certification Mark or Listing FLanim-a14 Roduats.:.. - Oualhv Aesr►ence Appr oved for Use Approved for Uaa Ieasta - Sec# Product Nodal. NuMaor Name Product Description Contract Expiration Gale In HVHZ outside HVHZ $gyfgjept PrNWre preasu 1 185 PW 73.72 Insulated Glass 0410MO23 No Yes too. .601-80 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.ga I off t/82021 . Code Ill p, own gate oat. Pamdnp Dal Tv- Version Manufacturer Cooked Endneer & License Validated By Validated aubmlUed PRO Approval Aporl status Revision 2020 .James Hardie Building Prall Inc. Chad Disroks V. Andrew Tan John Scutheril, P.E 01,/0512021 12/142020 01/062021 ding FSC Appn Category: Panel Wells (909) 545-8359 PE-81862 (352) 357-2526 Subcategory: Siding chatl.dlaroks@jI meshardl Compliance Method: Evduetbn Report from a e com Honda Regialered Architect or a Licensed Florida Prdesslmnl Engineer " • :, '. '''.:^ .: .. , 11 , Ldt3Aa2mill odudls . .. Quality Assurance Apm,dforUse Approved for Use Imlra>d I'll 11 2. Doslm - . # Product Modal. Number: or all Product Descrtopon Contact Expiration Date in HVHZ Orrtdtle HVHZ j2ealelant Pressure 1 Cempl.nk Lep Siding fiber -cement lap siding 1 WI2023 Yes Yes N/A NIA 2 HardiePlank Lap Siding fitter -cement lap siding 12/312023 Yes Yes NIA NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I at I 11812021 Code Entity or Rare Date patoPeoAnp Rig 7)(pe Version Manufacturer Contact arid neer & Lourmse. Vallddad Sy Validated Submitted FBC Approval AmProved .status ReNsbn 202D L.V. Thompson, Inc. do. Thompson Ardmitectur.l Tony Christman Zachary R. Priest Stavan M. Urich, PE 09M 7/2020 00/162020 09222020 12/15/2020 Approved Metals Company (TAMKO) (813) 248-3456 PE-74021 (717) 317-8454 Category: Pool tonylilfgomet.1m.fing.com Subcategory: Rooting Accessorles that are an Integral Part of the Roofig syste nm Compliance Method: Evaluation Report from e Fall Registered Architectora LlcensetlR dda FUN69i8-Rs Professional Engineer Rodtda Sep # Roofed Notlei. Nmenba or Norma Product Description Duality Assurance Contract Expiration Date Apnrowd jn for HVHZ Use -. Anorpvsd outside for Use HVHZ Impact Rea§tagt call pjp ,, 1 TAMICO Flat Top Off Rldge Vent with B.M. for The 26 ga. stage rod vendator with baffle 09f092026 Yes Yes NIA N/A 2 TAMCO Gooseneck Vent 26 ge. 09/092026 No Yes N/A .01-52.5 3 TAMCO Oft Ridge Roof Vent with Satfie 26 go : static roof ventilator with Integrated belle 09/092026 Yes Yes MIA NIA 4 TAMCO Round Top CR-RldgaVent with Bdfie for Tile 26 ga. static roofventilatawith belt 0910SM26 Yes Yes NIA NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I oft 1=21 21811 Entity or Ott Pete Data Pending 2" Zail Version Manptatill carried RowligaittAllisfaill validated By yaadilaa awmmea FBC Anemwl eaaraeea status Revision 2020 Ml Wndays'and Dooe Brant Sitlin bar American Aniritectaki Steven M. Union, PE I"712020. 11/172020 9 11/272020 Approved pp Category: Windows (717)3633300 Manufacturae AasoclaGon (777)317.8454 Subcategory; Single Hung bsitlinger@miwd.wm Compliance Method: Certification Mark a Listing QipIIN Assure a Approved far Use Approved for Use I)ni �gD 9 # od,d Model. Number or Nae. � Pr It Product Desarbllon Contract Emlydlvn Date In Outside HVHZ Resistant Pressure _ 2 185 SH 52.72 Fin/Flange Fmme IG7&G Single Hung 101082tl23 No Yes No .(l Laminated Glass Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 4 of 1 1512021 Code Entire on I oat. Date Data Ponta., I Tie Version Manufacturer .Contact Enalmner&IJoensa Validated By Validated Submitted FBC Approval Approved Status Att)mlation 2020 POT industries Jens Rosowski Miarni-Dade SCCO -CER Miami -Dade BCCO-VAL 111052020. 11/052020 11Mfl2020 Approved Category: Wrl (941) 4B6-0100 (786) 315-2590 Subcategory: Fed lrespeadQpgdndudd.s,c Compliance Method: Codification Mark or Listing an FL#2434t24 Raduoh .. � , , , > - .:: ' ':' 'I' ;. se_# Product Model. Number or Nam Product Description Coal Assurance Contract Excitation Date Aooraved for Usa Approved for Use 1at17ttii Outside HVHZ imaasd g9i/911 l3taiHaat PtlLFaGF, 5 PW-5520 (Large Mlealls Impact) Vinyl Fixed Window 04/M2025 Yes Yes Yes. NIA Florida Department of Business & Professional Regulation Pagel oft Building Codes and Standards lA'v2021 Product Approval Application Detail Code tEn IN'or pyta, Date Data Pandlnn two T rya Version Manufacture Contact Endneer & License Validated Ill Validated . Submitted Fall Aporaval Approved Status. novel. 2020 Aside Nick Thompson Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 1026/20Z0 10262020 IIJ022020 12/15/2020 Approved Category: Panel Wells (330) B22-2339 PE-43408 (813) 787-6555 Subcategory: Sdrds ntho-npson@alslde.mn Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida - F YiliS372.Ii RdBuela Professional Engineer '.... 11 - sea# Product Model. Nurnber or Norma Product De..notlon ,. t!M9 mane. Cpptrect Exdratlan Data Aporowd far Use AooravW 1, HV Z Outside fa Use HVHZ Imlit gilled )jjailitapt Pressams 1 e. &wot;2T&quot; Sol Vent or sold Vinyl Solfil 1213112021 No Yes No N/A 2 b,&qud'jdliance T4&quot;Sotfit Vent or Split Vinyl Sand 121312021 No Yes No N/A Florida Department of Business & Professional Regulation Fagot of I Building Codes and Standards 1512021 Product Approval Application Detail Code EEnft or Deal Dot. Date.Pondino Dad. iy"e Version Manufacturer Contact Engineer& IJcense Validated By Validated submitted FBCApprovej Approved Status Revision 2020 Flonda: Metal Products Inc. Clark Jones James L Sucker, PE.@ Steven M. Udch, PE 00272020 OS252020 10/04l2020 12A6/2020 Approved Category: Roofing (904)783$4n0 CEUCK Englneeing (717)317-8454 Subcategory: Roofing Acosssaies that are an clark@flamoo.com PE-31242 Intagrei Pan of the Roofing system Canpli ono. Method; Evaluatiah Report from a Florida Registered ArMBoct or a. Cleansed Florida Professional Engineer Qui IN Assurance Approved for. Use Approved for Use Inroad Oe]7�el h_ a" Product Model. Number or Name Product Description Contract Expiration Data In HVHZ outside HVHZ )jt;jal Pressure 3 3- FLAMCO u.l 10 Ridge Ve & lid' d m &q fl q roofs Aluminum Rid Vents for Itchad fabricated tie P 12/312024 No Y. No NIA ham 0.025' AlurNnum Florida Department of Business & Professional Regulation P.Q.I of Building Codes and Standards 15/2021 Product Approval Application Detail Code Sul or Date Date Date Pendind red. fat Vemlon Manufacturer Contact Enulm or& Llcens. Validated By Validated submitted FBCAponswal April status AMMOM 2020 PGT Industries Jens Roaowski Mia pi-1 I - CER Mieni-Dada BCCO - VAL i 1/052020 IM62020 11111/2(f20 Approved Category: Windows (941) 486-0100 (786) 315-2590 SubCderpry: Single Hung jrosoesMepgtlndusldes.c na"eBi Compliance Method: CemBc.l Mark or Listing an ',. F sR elm,,, acts..:" . .. Ouauu AUWAWe ,. AppovedTar Us, A oved for Use Im®91. Diedon se d # 3. Product Model. Number or Name limb Product Description :Contract Emlratlm Date V In Outside NVHZ R sta it �sj_ 1ggstur�g 2 SH5500(Large Missile Impact) Vinyl Single Hung Wind- 071302D25 Yes Yes Yes NIA Florida Department of Business & Professional Regulation P.g.1 of Building Codes and Standards 152021 Product Approval Application Detail code OWNor j1 §t Date (fate Pendant Dale Type Version Manufacturer Contact Endee & Liamen. Validated By Validated Submitted FBCAiro oval Adorovad Status Revlson 2020 MI Windgwsand Doors Brent Sitlingar Luis R Lomas, PE Sloven M. Urich, PE 10/062020 10/062020 101192020 12115120.20 Approved Category: Windows (717) 365-33DO PE-62514 (717) 317-8454 Subcategory: Millions 1,11dingergmlwd.cum Compiiance Nlel Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 'pYi4f6 .R� S rdr'„ � a --, , ,. - . -, -- - . • Quall Assn �• Aporowd for Use Aooro al for Use F9- • . Imp�t 1?� sea # Product Model. Number or Name Product Description Contrxt btdrdian Date In Hrl Outside HVHZ Resistant Pressure 2 5764 Vedical Aluminum Mullion 12/312624 No Yes Yes NIA Florida Department of Business & Professional Regulation Pagel of Building Codes and Standards 1/8/2021 Product Approval Application Detail Coda Fiift err Date Date Date.Rendina mate Tye Version Manufacturer Contact moliear a Licanaa Validated ev Validated Sub,ftlad FBC Approval Approves status Revision 2020 GAF Michael Sleh Robert Nieminen John W. Knezevich, PE 09262020 09212020 10/622020 12JT5l2020 Approved Category: Roofing (800) 786-3411 PE-5916B (954) 772-13224 Subcategory: Asphalt. Shingles mallMlagd.eom Compliance Method: Eveluation Report from a Florida Registered Arcnitect or a Licensed Fail ' L#rad2LR2Rprhdaretf`:. F Pr Weselonal.Engineer Ala �_.. ...., Product Model.Number orName Product Description ,r_ Q"ItY Assurance Contract EmiratlmDate _ Approved for Use Approved for Use IMud gear InKVM; ousideHVHZ Resistant pressure 1 GAF Asphalt Roof Shingles Fiberglass renfaced 348b, laminated. Steb and 12/162022 No Yes NIA NIA hiphidgeaspnea shingles Florida Department of Business & Professional Regulation Paged eft Building Codes and Standards 1172021 Product Approval Application Detail Coe Entity or Us Do- Data Pending am- 1111111 Varslon Manuactall contact EngiTNr& Llderoe Valldded By Vapdatea aSub!»pG9 FBC Approval Ammoyad fit" R.A.tbri 2020 Lananco Katrina Jolley James L. Bu6lmer, P.E. Steven M. Unch, PE 11/232D20 11232020 11292020 ding FBC Apph Category: Roofing (501) 983.6153 PE-31242 (717) 317-8454 Subcatagory: Roofing Accessories that arean kjelley@Ipmenco.com Integral Part ofthe Roofing System Compliance Method: Evaluation Report mom a Florida Registered Architect or: a Licensed Florida Professional Engineer 'PEaH7d834TS ,:' Pradrds: Qualltv Assurance Aoprowdfor Use Approved fpr. Use Impad ten Seat Rial adModel. Number or Name Product Desermtlm Pxdpp Contract tatlDate in HVHZOutside HVHZ Resldard pu Pressure 1 Deck-Alr's GA4 or TRl-Sullt Deck -Air DA-4 Lev Profile Polypropylene Plastic: Roof Vent 12/102025 No Yes No +9751-97.5 Mechanically Attached to Plywood Deck. Florida Department of Business & Professional Regulation Page I ma Building Codes and Standards I512021 Product Approval Application Detail Code MAIN or We Date Data Pahl Data 1 version Manufacturer Contact Endneeerr er & Lise Validated B Vay IIdoled Submitted FBCAooroval Approved Status Revision 2020 MI Windows end Doors Brentstlinger American AdlBactuml Eleven M. Un.h, PE 10/06/2020 10/062020 10119/2020 Approved Category: Windows (T17)365-3300 Manufacturers Association fTti)317-8454 SubCaral Horizontal Slider bstilirger@mhvd.com Compliance Method: C adiacaaon Mad a Ual n F1-k15331-niR oSlt "--; , Quality Assurance Approwd for Us, Approvedfol Imgagl _. 13liism 2115111 Product Model. Number or Nam* Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 1 HS 189 Fin and Flsnge Frame 73.62 Insulated Glass 02l162024 No Yes No +55/-55. Florida Department of Business & Professional Regulation Building Corks and Standards Product Approval Application Detail Page I tat lifirml Code El or Data ROM Data Pendin gate_ Mixt Version Manufacturer Contact Enolmsea Utah$* Validated By Validated Submitted FBC. Approval Approved §111 e Affirmation 2020 POT Industries Jens Rosowski Mlarr,Ll BCCO.-CER Mian`J-Dade eCCO -VAL 11/052020 111052020 11/11/2020 Approved Category: Windows {S41) 486-0100 (786) 31552590 Subcategory: Mullions jrcamakI@pglindudnes.c Compliance Method: Certification Mark a Listing an FLg28i:a�3 Praducta - . ',. , -, - 1,., 11 .. : . , ,.,:"x , - . . ,' ., :- - ,. tgualily Assu ranee Amrovad for Use Approved Use A Impact pact Dsl � Soo # Product Model. Number or Name Product Description DOmfad Exdkel]on. Dad In HVHZ OutsideflVHZ Realatant Pressure 1 Mu Ill W All Doare and Windows Aluminum Mditons 05n62026 Yes Yes Yes NIA Florida Department of Business & Professional Regulation Page I art Building Codes and Standards 118/2021 Product Approval Application Detail Code Entl o r Data Date Date Parttling oo ¢I 1,(ge Version Merlotti Contact Endneer&Loansa Validated By Validated Submitted FBC Approval Approved status I 202D TAMKO Building Products LLC Kehl Eden Robed Nleminen John W. Kneal PE 10/042020 092SM20 10/122020 12115IM20 Approved Category: Pool (417) 824-6944 PE-59196 (954) 772-6224 Subcategory: Undarleymenls kern edan@temko.com Compliance Method: Evaluation Report from a Fiord. Registered Achrtaid or: a. Licensed Florida "PrOdadis Professional Engineer - f ig422 0441W Assurance Approved for Use Aaaoved for Use Impact Deal Sao # Product Model. Number or Nama Product Description Contract Elimination, Dd. In HVHZ Outside HVNZ Ill Pressure 1 TAMKO Roof Undedayments(HVHZ) Roofundadayments for use In FBC HVHZ 1N1a/2021 Yes No N/A NIA jurisddiahs. 2 TAMKO Rod-Undedeyments(NI Roofundorlaymenis for use in FBC not.-HVHZ IN182021 No Yes NIA NIA larledcdo+s. Florida Department of Business & Professional Regulation P.g.i Des Building Codes and Standards 117/2021 Product Approval Application Detail .a entity or amt_te ,CWg Date. Pending Dale. Type Version Manufacturer Contact Main.,&LJ.-. Validated By Validated Submkted FBCApbrovd Approved status Revision 2020 Bord Rooting Anderson Roan IAPMO Uniform Eveluetbn Gay W. Welker I I/D32020 11/022020 11/05/2020 Approved Category: Roofing (801) 380-6l Services LLC. (205) 854-0160 subcategory: Roofing Tiles RobinArderson@bvill Compliance Method Evaluation Report from a m Product E Natim Entity pLg Rf2llYuy�uls -"I I - Qua11N Assurance Approved for Usa Approved for Use Ion d � 0 n sap# Product Model. Number or Name Praduet DexHdion Comrad Emlrelim Offie In HIOmelde Hl Realidarit pressure 16 Saxony - Shake, Stale, Country Slata, Split Old English Flat Pronto - Do-. CO 12/31/2020 No Yes NIA NIA Thatch &amp Impact 17 Saxony 600 Sate, Shake & tap, Split Shake Flat Prone Stockton• CA 121312020 No Yes NIA NIA 16 Saxony 600-Sate, Shake&amp, SPIN Shake Flat Profile - Rialto, CA 12/312020 No Yes NIA NIA 19 Saxony'700 • shake, Sate &amp:: epl8 Snake Flat Profile-Sockton, CA 12/312020 No Yes NIA NIA 20 Saxony+"700 -Shake . Sate&amp; Split Shake Flat PrafllIe, Rialto CA 12/312020 No Yes N!A NIA 27 Tales Espana l Barcelona High Proflk- Katy, TX 12(312020 No Yes NIA NIA 26 'Alto Low Profit.- Katy, TX 12/31202n No Yes MIA NIA Florida Department of Business & Professional Regulation Page loft Florida Department of Business & Professional Regulation Page I of 1 FloridaDepartment of Business & Professional Regulation page I .1I Florida Department of Business & Professional Regulation P.g.I at Building Codes and Standards 1,712021 Building Codes and Standards inr2021 Building Codes and Standards 1/7/2021 Building Codes and Standards 11712021 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 11moffi; 91211 i !III O iiiii live, mi I I ,!,,''III ''Me ''I'llIllill'111 sisif EniftL''" to ;iiiiiiiiiiiiiillil,,ril��illi�INME grill gait Dale pending title 201 le 111111111111111111111=11 I late 1 i, Ili!: ill I'lialialon Entry or gttt go Date Perdng 20 Code Entity or Data Data Dde Pending ,fie. Code Entity or pot- Date Date Pendlna Data mm Version Manufacturer Contact Endnex&License Validated Ev Validated Submitted FSC Approval Approved iliac 11= Version Manufacturin Contact Enolnews.Ucensa Validated By Validated SUbattioull FBC Approval Approved Status I= Version Manufacturer Ssanda4L Emdraer& Llcerrca Validated ei Validated Submitted FBCAporoval Approved Z" Tyga Vanilla n Manufacturer Contact Engineer& License Validated Sv Validated Submitted FBC Approval Approved status Revision 2020 Global Protection Products, LLC. Tim Robinson Walter A. TIIIit Jr., P.E. John W, Knezevich, PE GRMS2020 090K)B2020 10)0I2020 12/152020 Approved Revision 2020 Global Protection Products, LLC. Tim Robinson Walter A. Tit t Jr., P,E. John W. Knezavrch, PE 09/082020 09/062020 10,0112020 121152020 Approved Revision 2020 AA American Shutters and Glass Mike Garbled Frank L. Bernardo, RE Troy Bishop, P.E. +028/2020 111,152020 IlMfin020 121152020 Approved Revision 2020 Alpine: Stead Lewis ICC Evaluation SeMce. LLC WlBiem M. Fail PE 101312020 102212020 11/052020 l V05l2020 Approved Category: Shutters (954) 689-7545 PE,44167 (954) 772-6224 Category: Shutters (954) 609-7545 PE-44167 (954) 772-6224 Category: Shutters (161) 712.9602 PE-0046549 (954) 947-0880 Category: Structural Components (321) 710-3377 (407) 681-1917 Subcategory Sam Panels tim.robioscn@gppent.can Subcategory: Storm Panels Ilm.robinson@gppentcom subcategory: Siam Panels mlkeb@allamericanshutte Subcategory: Truss. Plates slewis@alpineew.Pom Compliance Method: Evaluation Report from a Compliance Method: Evaluation Report from it Compliance Method: Evaluation Report from a re con Compliance: Method: Evaluation Report from at Fronde Regidered Ael a a Licensed Flodde Fionda Registered Architect or a Licensed Florida. Florida Registered Architect a a Licensed Flonda Product Evaluation Entity Praessional Engineer Professional Englnear Prdesslond Engineer -vat ". • „. , ' �'` ': u, ;.; ,.: ;,,. ' , ,,,, ,,,,; , ,: ..." ",,: `. ,'. ,FF-itf98g-it9'Imbduofs .... ,., ,.,' :•-r ,. ;r: . 11 .-:LdHLI7 altA•pduds .. ::. . , ,..,... .. . ' .. ::: , , :: ,. „ssa ..... -..... ' ___... , -. '.- ,..... ,„., . .,'-:. ,... -_. - -.. _.. 1: ":, ..:. .,,. .. -.... ,r..,.. ,,. ,,, + ..., ,..r,,; _,. ... ,.:, c mtY;..... , tttsaR pYa -. ,... .-.:,.: -. r ;:: ,- ... ,.,, ,. -, ..-„ ...,., .. .. ,., <. OuaIIN Assurance Approved for Use Approved for Use m d j_33_ D awl! . Quil Assurance Appravod for Use Approved for Use Impact gtsim Oudby.Assuranca Approvedfpr Uas Aoorovedfar Usa Impact getlain Oval Assurance Agprovedlor Use Approved for Use Impact Design Slog Pradeet Nodd,Number or No- Product De 11fo n Contract Emlrellon Data In HVHZ Outside HVHZ Rildaal J3tgeygg Sag g Product Model- Number or Name Product Deecrldlon Comrad Expiration Dah In HVHZ Outside HVHZ Realiall Pressure sag # Product Model. NuralmorHim Product Desaridlon Contract Emirailon R& IDS Outside HVHZ Redleltgt Pressure se" Product Model Number or Name Product DeseNgaon Contract Expiration Date In HVHZ Out" HVHZ Realwant Proms urs 1 ITVd gCG/Alpine Higher Sp'ength (H &amp; S) Motel Connector Plate 1Mln1124 Yes Yes N/A NIA 1 20 Gage, Galvanized Steel Stam Panels/HVHZ Carugated Galvanized Steel Stain Panels retained 12612021 Yes Yes Yes NIA 1 20 Gaga Galvanized Steel Slam Peal Corugeted Galvanized Seel Storm Panels retained 12131 M21 Yes Yes Yes NIA 1 24ga Galvanized Steal Sam Ponds 24ga Galvanized Steel Storm Panels 121312021 Yes Yes Yes N/A 2 ll BCGIAIptne Hinge Plate Mat Connecturpate 12/3+2024 Yes Yes NIA NIA 2 24 Gege Galvanized Seel Storm PenelaMHVHZ or not by papa to provide hurricane protection. Corrugated Gelvanlzed Seel etom1 Panels retained 12F312021 No Yes Yes NIA 2 24 Gage GallSteel Storm Foretell a not by tracks to provide hurricane protection. Carl Golvenized Seel Storm Panels retained 12/312021 No Yes Yes NIA 3 ITW BCG/Alpiee Trulwr 4 IBCG/Alpme Wave Metal Conn estonplot. 12/312024 Metal Connacta Plate 12/312024 Yes Yes Yes Yes NIA NIA NIA NIA or not py'cks to provide hurricane protection- a not by tracks to provide hurricane protection. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.O. 1 of 1 IM2021 code Entav or Iete Data Dot. P nolm, ,DDol 2 era Varslon Manufacturer Contact Enoine & Ucrose Validated By Validated Submitted MaARIZEl guproyed Statu4. Revison 2020 MITeK Inc. Erin Wl ICC Evaluation Ser toe, LLC ICC Evaludlon SeMce, 101(122020 0913(2020. 10/11/2020 Approved Category: Structural Components (S52)893-8635 LLC. Subcategory: Truss Plates ewelden@.mii.com (205) 598-9800 Compliance Method: Evaluation Reportfrom a Product Evaluation Entity PL#219TAT Matluets ,..' ., . : ' ,- .. . , .. Quality Assurance Approved for that Amronuff ues ill= 219M goo # Product Model. Number or Nam Product Desaidlon Contract Expiration Data In HI Outside HVHZ Resistant Pres". 1 M18GHS 18 ga. super high strength tress. -manor plate. 08/30/2021 Yes Yes NIA NIA 2 MI116 i6 ga. tones connector plate 08/302021 Yes Yes N/A NIA 3 MT18HS 18 go, high strength truss canneda pale 66/302021 Yas Yes NIA WA. 4 MT20 20 ga. truss camed., plate D6/302021 Yes Yes NIA N/A 5 MT20HS 20 ga. high strength to. conneda date 06202021 Yes Yas NIA NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail v $a I of 111=1 gaga IEntity or gait 20 Date Pandlnc 2" Mom Version Manufacturer C.A..t 6winea&Ucensa validated By Validated! mad FBCAoomYd Approved Status Revision 2020 Commercial Concrete Products,ino Robert Gillis Samuel A Greenberg John Hoy 12n62020 12M62020 lb7s2020 ding FBC Appn Category: Structural Component. (813) 6593707 PE-34245 :(352) 588-5311 subcategory: Products Introduced as a Result of precastgala@yehoo.com New Technology Compliance Method: Evaluation Repod from a Florida Registered Archdact a a Licensed Florida Professional Engineer EL#1774JItl ebli _ ,r .); ";; i- Qualily Assurance Approved for Us. Approved for Usa Impact Del_ l Sao # Product Model Number a Name Product Descrtdlon Control EmIna lon Date In HVHZ Outside HVHZ *"I!Aer4 sure 1 Quality Protest or Comma ial Concrete Products Precast and Prestressed Concrete Untek 052512024 No Yes NIA NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page t of I fffr2021 Code EMW or Data Date Data Pencil Data Tyre Version Manufacturer Comsat Encinex & License Validated By Validatatl Ilapmptta FBC Approval Approved Status Revision. 2020 Weyerhaeuser Rob Sol ICC Evaluation SeMce, LLC tan Lehrer P.E. 10/1312020 Applied For Category: Structural Components (253) 924-6476 (608) 839.3288 Subcategory: Engineered Lumber R.b.Lealdwin@weyerha Compliance Method: Evaluation Report from a eusar.com Product Evaluation Entity : ,. :: FL#6537. 1i Ott 5 Pvodrds - - Quality assurance Approved for. Use Aaorl 1,1 UN ImPas! gear - _ seo # Product Model. Number or Name Product Description Contract Expiration Q& In HVRZ Outside HVHZ Resistant PrassuLe 1 Micrcllem LVL Laminated Veneer Lumber 03/312021 No Yes N/A N/A 2 plerellim PSL Parallel Strand Lumber 03/31202f No Yes NIA NIA 3 TmoerStrand LSL Laminated Strand Lumber 03/31=1 No Yes N/A NIA 4 TJ Rim Board Structural Composite Lumber or Oriented Strand 03/312021 No Yes NIA NIA Wind Rim Beam 5 Weyerhaeuser Rim Board Oriented Strand Board Rim Board 03v31/2021 No Yes NIA MIA Florida Department of Business & Professional Regulation Pagel off Building Codes and Standards tm2921 Product Approval Application Detail Copt Entity or Date Dale Defer Pending Die LM Vadon f11mW8Stgrlt Contact Endneer&Llcema Validated By Validated Submitted IApproved Approved $1a19a. Revision 2020 CAST•CRETE USA. LLC Craig Pemino. Miami-D..de ffCCO -CER Mhuri ode I-VAL II202020 10272020 112772020 Approved Caegory: Structural Components (813) 621.4641 (766) 315-2590 subcategory: Products Introduced as a Re wit of cparrino@castaete.con New Technology Compliance Method Cortifieabon Mark a Using fl FtaYT51r=R1] Ralucts .. . „ - - - , aru A Quality Assurance Approved for Use omowd for Use Impact.D ... ,. peslgn MR" Product Mooed. Number yr Name: Product Description Contract Expiration Date Ip-HvHZ Outside HVHZ Reelatant Pressure 1 High StrengthConcrete llnte HI ta 4.6. S. and 121nch wide Ilntels 05212022 Yes Yes N/A NIA Florida Department of Business & Professional Regulation P.O. I Der Building Codes and Standards 1/7/2p21 Product Approval Application Detail Sege Eplgyg gait 292 Date Pendna 2" Mm Version Manufacturer sgotagl Enolnea.8 Llcensa Validated II Validated automated FBC Approval Aoprowd status, Reo2020 CAST-CRETE USA, LC Crng Perrino no MI htl Dade.SCOO - CER MIaM -Dade VA L 11202020 102713030 7127/2020 Approved Category: Structural Components (813) 621.4641 (786) 315.2590 Subcategory: Products Introduced as a Result of cpenill-milcreto.- New Technology compliance Method: Cemfi ation Mark a Listing c P 9 Firif'tlt 3:Drodueta , N `. - , 21 # Rodud Nadal. Number or Name , product Dissertation QuaIINAscu Approved for Us, Amrovadf,,U, Compact Expiration Date nI HVHZ Outside HVHZ Impael ;.,DOI , Road.nt Iress re 1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide Ilntels 05212022 Yes Yes NIA N/A -a--a 0 0 C_ N -0 A♦ Va) Ca > 0 = �a 4-' 0 L ^ L^caL 0 O c .0) }e 0 -0 a) -1-0 0- a) �U) /'I) W _0 0 0 c -L L 0 W 'M 0 /0� (a � 0 _ > .=^ V_d (D � O W � 0 Q Cu.) .- /l� '�/ VJ 0_ 4 0! Z W J W40iIP Cn I= O }(1) (1) (L) V O LL Q_ M -4--i CL < C/) 2:% }/ C.0 0 O U L V U) m W Q z Z Q J SHEET NO. PA 1.1 r. - _ I II tl i I I I I I I - - - j T ___F_ I e O C_ U) U - - - - - - O - • Simpson Strong-Tie.2020 FBC.A roved Products ppp c s Updated 12/30/2020 . _ Simpson Strong Tie 2020 FBC Approved Products U dated 12130]2020 p * � Simpson Strong -Tie 2020 FBC Approved Products updated 12l30/2020 . � _ Simpson Strong Tie 2020 FBC Approved Products Updated 12/3032020 W Q O L For direct (Inks to all SST approvals listed below, CLICK HERE. r For direct links to all SST approvals listed below, CLICK HERE. r For direct links to all SST approvals listed below, CLICK HERE. _ For direct links to all SST approvals listed below, CLICK HERE. (3)r For addtionel information regarding Florida's Statewide ProductA ravel to and g g pp Sys d Miami Dade County tY Nonce o ofAcceptance tance NOA CLICK HERE. P INCA), s - For additional information regarding Florida's Statewide Product Approval tam end Miami -Dade County 4 9 APp � ty Notice Aoce tance NO CLICK HERE. a of - P { A), ®Fxxeddtionel Information regarding FI da s Statewide Product royal tam end Miemo-DDade 9 19 on APP � County Notice of ACcetflnc NOA CLICK HERE, P e ( ), a For additional information regarding Florida's Statevde Product. rowel tam emit Miami -Dade County o I turn d, agar rig. a Approval � Notice oiAcce Lance NOA CK HERE. tY p INCA), SJ.L_____ U FL#2355-R7 FL#10446-R6 FL#10456-R5 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1-518" to 3- V co 9116" and heights ranging from 4-5/16" to 11". Concealed flange Sea # Product Model, Number or Name Product Descrietion Sea # Product Model- Number or Name Product Description Sea # Product Model. Number or Name Product Description version (HUSC) available for models having width equal to or O .O 1 Titan Stainless Steel Concrete & Masonry Screw(TTN-SS) 1/4" diameterTiten stainless steel masonry screw 1 A21, A23, A33, A34, A35, A44 Angles 1 BT, BTB, BTH Brick Ties greater than 3-9/15". O (�) 2 APA21, APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14, CMSTC16 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1-7/8" to 3- Q Cam` 3 AP244, APB44R, APVB66, APB66R, APB88, APB88R, APB10IO, AP81010R, APVB44, Outdoor Accents Post Bases 3 CS14, CS96, CS18, CS20, CS22 Coiled Straps 5/8" and heights ranging from 9-114" to 16". C= U _ FL#9589-R6 APVB44R, APVB66, APVB66R, APVB88, APVB88R, APVBI010, APVB101 OR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25-SDS, LGU3.63-SDS, LGU5.25-SDS Face -mount hangers O 0 4 APDJT2.4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2RA, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 CompressionlTension Strap 14 LU24, LU28, LU28, LU210 Face -mount hangers Co O Sea # Product Model. Number or Name _Product Description APVDJT2R-6 6 DSP, SSP, TSP Stud to Plate tie 15 LUC26Z, LUC21 OZ Face -mount hangers , _ O 1 SD10112DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 H1, HIOA, H2.5A, H3, H6, H7Z, H16, H16S, H16-2, H16-2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9116" to 4- U) L- 2 SD9112, SD9212, SDI0112, SDI 0212 Strong -Drive SD Connector Screw 6 APL4, APL6, APT4, APT6, APVL4, APVL6, APVT4, APVT6 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HiHGT-4 Heavy GirderTiedown 5/8" and heights ranging from 3" to10-15116'. (n O Q 3 SD9112SS, SD9212SS Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17' MGU3.63SDS, MGU5.25-SDS, MGU5.50-SDS, MGU5,62-SDS, MGU7.00-SDS Face -mount hangers .- CD y2 Q 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700,.SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1_5, HSS2-2-SDS3, HSS2-3-SDS3, HSS4-SDS3 Heavy Stud Shoe I8 MIU series hangers Face -mount hangers available In widths ranging. from 1-9A16" to 5- t-t-^� V) Q SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 1 HST3, HST5, Hi Straight Straps 1/8" and heights ranging from 6-15/16" to 19-1/2". 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26; MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQ16KTZ, HTSQ20KTZ Heavy Twat Strap 20 SUR, SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9/16" to 3-9116" and heights ranging from 3-1116" to 13-3/4". 7 SDS25112, SOS25134, SDS25200, SDS25212, SDS25300, SDS25312, SDS25412, Strong -Drive SIDS Heavy -Duty Connector Screw 13 FC4, FC6 Framing Clips 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS25500, SDS25600, SDS25800 14 FWANZ Foundation Wall Angles 16 LSTI49, LSTI73 Straight Straps 2X and 4X models; only acute flange is concealed. 8 SDS25112SS, SDS25200SS, SDS25212SS, SDS25300SS, SDS25312SS Strong-Drre SDS Heavy -Duty Connector SS Screw 15 GA1, GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9116" to 9 SDWF2718, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, H1OA-2, H103, H14, HGAIO Hurricane Ties 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap 6" and heights ranging from 2-5/8" to 11-1/4". 17 18 HCJTZ HH4, HH6 Heavy Concealed Joist Tie Header Hangers 19 20 MGT MST27, MST37, MST48, MST60, MST72 Medium Girder Tiedown Straight Straps FL#10007-R8 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA3Q MSTA36, MSTA49 Straight Straps FL#10667-R6 20 L3Q L50, L70, L90 Angles 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps Sect # Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC48B3, MSTC66B3 Pre -Bent Straps Sea # Product Model. Number or Name Product Description 1 ATR3/8, ATR1/2, ATR5/8, ATR314 Threaded Rods 22 LS30, LS5O LS70, LS9O Skewable Angles 24 MSTI26, MS736, MSTI48, MST160, MSTI72 Straight Straps I BA series. hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 2 ATUD5, ATUDB-2, ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS16, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 1/6' and heights ranging from 7-1/8" to 30". 3 BP3/8-2 BP1/2 BP1/2-3 BP5/8-2 BPS/8-3 BP3/4 BP3/4.3 BPRTUD3-4 , , Bearing Plate g s 24 LSSJ26LZ, LSSJ26RZ, LSSJ28LZ, LS5J28RZ, LSSJ210LZ, LSSJ210RZ Field Adjustable Jack Hanger 26 NCA200.12, NCA2x12-12, NCA2x8-16, NCA2x90-18, NCA202-16 Bridging 2 DGBF series hangers Top flange hangers available in wedths ranging from 3.5/8" to 7- 4 CNW3/8, CNW1U2, CNWS/8, CNW3/4, CNW5/8-1/2, CNW3/4.5/8 Coupler Nuts 25 LSSR1,81, LSSR2.1, LSSR2.37, LSSR2.56, LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 27 RCWB12, RCWB14 Wall Bracing 1/8" and heights ranging from 9-1/4" to 24". 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97, Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-1/710 3- CTUD98, CTUD99 27 ML23Z, ML24Z, ML26Z, ML28Z, ML21OZ Angles 29 RSP4 Stud to Plate Connector 5/6" and heights ranging from 7-1/4" to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SP1, SP2, SP4, SP6, SP8 Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3/4" to 3- 7 RTUD3, RTUD3B, RTUD4, RTUD4B, RTUD5, RTUD6, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 5/8" and heights ranging from 9-114" to 24". 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26-2, MMLU28, MMLU28-2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5-1/4" to 8- 9 TUW38 Take -Up Washer 31 RBC, RBCP Roof Boundary Clips 33 ST9, ST12, ST18, ST22, ST292, ST2122, ST2115, ST2215, ST6215, ST6224, ST6236 Straight Straps 7/8" and heights ranging from 11" to 32-112". 10 URS3 3/8" Uplift Rod Run Tiedown System 32 RST3 Roof Tie -Down 34 TB20, TB27, TB30, TB36, T642, TB48, TB54, T656, T860 Tension Bridging 6 EGQ series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 11 URS4 1/2" Uplift Rod Run Tiedown System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TWB12, TWB14 Wall Bracing 114" and heights ranging from 11-1/4" to 32". 12 URS5 5/8" Uplift Rod Run Tiedown System 34 STC, STCT, DTC, HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-1/4" to 6-78" 13 URS6 3/4" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 W6106, WB106C, WEI26, WB126C, WB143C Wall Bracing and heights ranging from 8-1/2" to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 1/8" and heights ranging from I I" to 32". FL#10441-R6 FL#10531-R5 9 HB series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- FL#10447-R5 1/2" and heights ranging from 6" to 30". Sen # Product Model. Number or Name Product Description sea #: Product Model. Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-1/4" to 8-7/8" 1 DTT2 Hold-down Sea # Product Model, Number or Name Product Description 1 CBH2.37x5.5, CBH2.37x7.53, CBH2.37x9.75 Concealed hangers and heights ranging from 10-1/2" to 28". 2 HDC10/4, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4'to 8- 3 HDQ8, HHDQ11, HHDQ14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3, DSC5R-SDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9MO" to 3.9116" and heights 7/8" and heights ranging from 7.1/2" to 32". 4 HDU2, HDU4, HDU5, HDU8, HDU11, HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9-1/8" to 23-15/16". 12 HGLTV series hangers Top flange hangers available in widths ranging from SAIN' to 7- 5 1 HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63-SDS, HGU5.25-SDS, HGU5.50-SDS, HGU5.62-SIDS, HGU7.00-SDS, HGU725- Face -mount hangers 1/8" and heights ranging from 14" to 33". 6 LSTHD8, LSTHD8RJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2, HHRC4/1.81, HHRC44, HHRC5.25/3.25, HHRC5.37/3.12, Heavy Hip to Ridge Connectors SIDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5/16" to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-5/8" to 7- 9/16" and heights ranging from 18" to 26". 8 MPA132, MPAI44 Strap -style purlin anchor 6 HRC1-81, HRC22 Hip Ridge Connector 3/8" and heights ranging from 5-5/16" to 12-7/8". 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-1/8" to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS, HHGU5.62-SDS, HHGU7.00-SDS, HHGU7.25-SDS, Face -mount hangers 3.9116" and heights ranging from 5-3/8" to 13-1/8". 10 PA118, PAI23, PAQ8, PAI35 Strap -style purlin anchor 8 LSU26, LSSU28, LSSU210 Light Slopeable/Skewable U Hanger HHGU9.00-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9/16" to 5- 11 STHDI0, STHDI ORJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS25-2, HHUS28-2, HHUS210-2, HHUS46, HHUS48, HHUS410, HHUS5.50/10, Face -mount hangers 1/2" and heights ranging from 3-7/16" to 15". Concealed flange 12 STHDI4, STHDI 4RJ Strap -style hold-down 10 TC24, TC26, TC28 Truss Clip HHUS7.25/10 version (HUCTF) available for all models having width equal to or I I THA29, THA213, THA218, THA218-2, THA222-2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL; HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9/16". THAC422, THA426, THA422-2, THA426-2 1/8" to 5-1/8" and heights ranging from 4-3/4" to 15-3/4". 16 HWP series hangers Top flange hangers available in widths ranging from 1.9/16" to 7- 12 THAI1.81/22, THAl2.06/22, THAl2.1/22, THA1222, THAI322, THA13522, THAI422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available forall118" and heights ranging from 5-3/8" to 28". 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4X models; only acute flange is concealed, 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU28;2, HTU210-2 Face -mount hangers 1/2" and heights ranging from 5-3/8" to 32". 15 THJM2.4-SDS3, THJM2-5SDS3, THJU26, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9/16" to 3- 16 TSBR2-24 Truss Spaoer-Restraint 1/2" and heights ranging from 2.7/8" to 19-114". Concealed flange 518" and heights ranging from 9-1/8" to 16". 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 JB series hangers Top flange hangers available in width of 1-9116" and heights 18 VTCR Valley Truss Clip greater than 2-9/13". ranging from 5-3/8" to 7-1/4". 9 g 10 HUC01.81/9-SDS, HUCQ1.81/11-SDS, HUCQ210-2-SDS, HUCQ210-3-SDS, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9116" and heights SIDS, HUCQ410-SDS, HUCQ412-SDS, HUCQ5.2519-SDS, HUCO5.25/11-SDS, HUCQ610- ranging from 9-3116" to 13-1/8". SIDS, HUCQ612-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 E= Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated IZrd012020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 For direct links to all SST approvals listed below, CLICK HERE. r For direct links to all SST approvals listed below, CLICK HERE. CM For direct links to all SST approvals Hated below, CLICK HERE. For direct links to all SST approvals listed below. CLICK HERE. . For additional Information re ardin g Florida's Statewide Product Approval System and Miami -Dade County Notice of Acceptance (NOA), CLICK HERE. a for additional information regarding Florida's Statewide Product Approval System end Miami -Dade County Notice of Acceptance (NOA), CLICK HERE, For additional information regarding Florida's Statewide Product Approval System and Miami -Dade County Notice. of•Acceptance (NOA), CLICK HERE. s Fa additional Infxxmafixxl regarding Florida's Statewide Product Approval System end Miami -Dade County Notice of Acceptance (NOA), CLICK HERE, O 21 LB series hangers Top flange hangers available in width of 1-9/16' and heights FL#j 1468.R5 18 S/LBV1.56, S/LBV1.81, S/LBV2.06, S/LBV237, S1LBV2.56, S/LBV2.68, S/LBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-318" to 15-1/8". SILBV3.56, S1LBV3.62, S/LBV4.06, S1LBV4.12, S1LBV4,28, S/LBV4.75, S/LBV5.50 6 Strong -Bolt 2 (STB2, STB2.4SS, ST62-6SS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9/16" and heights Sec # Product Model. Number or Name Product Description 19 S1LTT20, S/DTT2Z, S/HTT14, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3/16" to 13-1/8". 1 HHUS210-3, HHUS210-4 Joist Hanger 20 S/MST60; S/MST72 Straps 118 mil (10 ga) 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THD-HBSS, THD-CS, THD-CS6SS) Titan HD Heavy Duty Screw Anchor for concrete and masonry co 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4't0 6- 2 HRS6, HRS8; HRS12 Strap; Ties 21 SP4, SP6 Sold Plate Ties available with hex head in carbon steel and Types 304 and 316 7/8" and heights ranging from 9" to 33-1/2"- 3 HUCQ210.2-SDS, HUCQ210-3-SOS, HUCQ310-SDS Joist Hanger 22 :SSP, DSP, TSP Stud Plate Ties stainlesssteel, or with Countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in Widths ranging from 6-1/4!'to 6- 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 7/8" and heights ranging from 9" to 32-1/2". 5 THGQ2-SDS3, THGQ3-SDS4.5, THGQH2-SDS3, THGQH3-SDS4.5, THGQH4-SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (THD37634RC, THD50934RC) Titan HD Threaded Rod Coupler for concrete - 25 MIT series hangers Top flange hangers available in widths ranging from 1-9/16" to 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HID Threaded Rod Hanger CTHDB25158RH, THD637158RH, THD37212RH, Titan HD Threaded Rod Hanger for concrete 1/8" and heights ranging from 9-1/4" to 24". THD50234RH, THD10212RH) - 26 PF, PFB, PFOB, PFDSB series hangers Top flange hangers available in width of 1-9/16" and heights I0 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-318" to 7-1/8". FL#11473-R5 FL#13904-R5 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from I-9/16" to 7- Sea it Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description FL#16230-R8 1/8" and heights ranging 9-1/4" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.62-SDSHDG, CCQM4,62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.62-SDSG, CCTQM5.50-SDSG, CCCQM3.62-SDSG, CCCQM4.62-SDSG, Sea # Product Model, Number or Name Product Description 3 H16, HI SS, HI 6-2, H16-2S Hurricane Tie CCCQM5.50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#1086O-R5 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLQM4,62G-KT, ECCLOM5 5DG-KT, ECCLLQMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT, ECCLLQMD5.50G-KT, ECCLRQMD3.62G-KT, ECCLRQMD4.62G- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry Sec # Product Model. Number or Name Product Description 6 HGAM10, HM9 Masonry retrofit connectors KT, ECCLRQMD5.50G-KT 4 Strong -Bolt 2 (STB2) Strong -Bolt 2 Wedge Anchor for masonry 1 ABA44, ABA44R, ABA46, ABA46R, ABA66, ABA60R Adjustable Post Base 7 HHETAI Q HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5.25, HGUM5.50, HGUM7.00, HGUM7.25, HGUM9.00 Heavy Masonry Hangers 5 Titan 2 (TTN2) Titan 2 Screw Anchor for Concrete Cn 2 ABU44; ABU44R, ABLi ABU46R, ABU5.5, ABU5-6, ABU65, ABU66, ABU66R, ABU88, Adjustable Post Base 8 LGT2, LGT3-SDS2.5, LGT4-SDS3 Girder Tiedown 4 LGUM26.2, LGUM26.3, LGUM26-4 LGUM28-2, LGUM28-3, LGUM28-4, LGUM210-2, Masonry Beam Hangers 6 Titan HD (THD-H4SS, THD-H6SS, THD-CS6SS) Titan HD Heavy -Duty Screw Anchor for concrete available in 304 ABU88R, ABU1010, ABU1D10R, ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM2104, LGUM46, LGUM48, LGUM410 or 316 stainless steel with hex head, and 316 stainless steel with 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW68RZ, ABW7-7 Adjustable Post Base 10 META12, META16, META18, META20, MFfA24, META40 Embedded Truss Anchor 5 MSHA3.1219.25, MBHA3.12/11.25, MBHA3.56/7 25, MBHA3.56/9.25, MBHA3.56/11.25, Masonry Top Flange Beam Hangers countersunk head. If 4 AC4, AC4R, ACE4, AC6, AC6R, ACE6 Post Cap 11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Strap Tie for Masonry MSHA3.56/11,88, MBHA3.56/14, MBHA3.56/16, MBHA3.56/18, MBHA5.50/7,25, 7 Titen Turbo (TNT) Titen Turbo Screw Anchor for concrete or masonry 5 BC4, BC46, BC4R, BC6, BC6R, BC8, BCS2-2/4, BCS2-316 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5.50/9.25, MBHA5.50/11.25, MBHA5.50/11.88, MBHA5.50/14, MBHA5.50116, } J 6 CB44, CB46, CB48, CB66, CB68 Embedded Column Base MBHA5.50/18 O W^, 7 CBSQ44-SDS2, CBSQ46-SDS2, CBSQ66-SDS2, CBSQ86-SDS2, CBSQ88-SDS2 Embedded Column Base 6 MBHU3.56/9.25, MBHU3.56/11.25, MBHU3.56/11.88, MBHU3.56/14, MBHU3.56/16, Masonry Beam Hangers FL#16937-R3 8 CC, ECC, ECCU Series Bolted column caps with W1 ranging from 3-1/4" to 9-1/2" and FL#11496-R5 MBHU3.56/18, MBHU5.50/9.25, MBHU5.50/11.25, MBHU5.50/11.88, MBHU5.50/14, W VJ2 ranging from 3-5/9'to 7-1/2" MBHU5.50/16, MBHU5.50/18 Sec # Product Model. Number or Name Product Description 9 CCQSDS2.5, ECCQ-SDS2.5 Series Screwed column caps with W1 ranging from 3-1/4" to 9.112" and Sea # Product Model Number or Name Product Description 1 X34B1016-5K Xi S1016, X1 B1016-4K, XQ1S1016, XQI B1016-4K #10-16 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 W2 ranging from 3-5/8" to 7-1/2" 1 DTTIZ Deck Tension Tie Drill Point v J 10 CPT44Z, CPT66Z, CPT88Z Concealed Post Tie Base 2 1HD19 Bolted Holdowns FL#13875-R6 2 XL0114T1224, XLQI14B1224-2K #12-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping 11 EP644A, EPB44, E131346, EPB66 Embedded Post Base 3 HD3B, HD513, HD7B, HD9B Bolted Holdowns Screws with #5 Drill Point and Large Diameter Hex Washer Head R� 12 EPS4Z Embedded Post Base 4 HTT4, HTT5, HTT5-3/4 Tension Ties Sec '# Product Model. Number or Name Product Description 3 XMQ414SI224, XM0114B1224.2K #12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, � �V `` / 13 LCB44, LC565 Embedded Column Base 5 LTT19, LTT20B, LTT131 Light Tension Ties 1 SDW22300, SDW22338, SDW22438, SDW22458, SDW22500, SDW22600, SDW22638, Strong -Drive SOW EWP-PLY and TRUSS -PLY Scram Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPC6Z Light Post Cap SDW22634 4 XQ11481224, XQ1I 461224-2.5K XI14S1224, XQ1I2S1224, XQ1 12B1 224-2K #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #5 O 15 MPB44Z, Ni MPB88Z Moment Post Base 2 SDWC15450, SDWC15600 Strong -Drive SDWC TRUSS Screw Drill Point L� 16 PB44, PB44R, PB46, PB66, PB66R Embedded Post Base FL#13628-R5 3 SDWH19300D8, SDWH19400DB, SDWH19600DB, SDWH1980OD8, SDWHI91000DB Strong -Drive SDWH TIMBER -HEX Screw 5 XU34SI016. XU34B1011 #10-16 Strong -Drive XU Metal Self -Drilling, Tapping Screwsw with � 17 PBS44A, PBS45, PBS66 Embedded Post Base 4 SDWH27400G, SOWH27600G, SDWH278000, SDWH271000G, SDWH2712DOG Strong -Drive SDWH TIMBER -HEX HUG Screw #1 Drill Point 0- 18 19 PBV6, PBV1O PC44-16, PC46-16, PC48-16, PC64-16, PC66-16, EPC44-16, EPC46-16, EPC48-16, Round Post Base PostCap Sec # 1 Product Model. Number or Name SB518z24, S67/8x24, SB1x30 Product Description SIBAnchor Botts 5 6 SDWS16212, SDWS18300, SDWS16312, SDWS16400 SDWS19800, SDWS19712, SDWS22400,SDWS22500,SDWS22512, SDWS22600, Strong -Drive SOWS FRAMING Screw Strong -Drive SDWS TIMBER Screw (Interior Grade) CIO Q EPC64-16, EPC66-16 2 SST816, SSTB20, SSTB24, SSTB28, SSTB34, SST1336, SSTBI6L, SSTB20L, SSTB24L, SSTB Anchor Bolts SDWS22800, SDWS22900, SDWS221000, SDWS221100, SDWS221200, SDVVS221500 FL#35320-RO +� 20 PC4Z, PC4RZ, PCBZ, PC6RZ, PC8Z, PC8RZ, EPC4Z, EPC4RZ, EPC6Z, EPC6RZ, EPC8Z, Post Cap SSTB28L 7 SDWS22300DB, SDWS22400DB, SDWS22500135, SDWS2260ODB, SDWS2280ODB, Strong -Drive SDWSTIMBER Screw (Exterior Grade) EPC8RZ SDWS221000DB Sea # Product Model. Number or Name Product Description 21 PPB44-4Z, PPB44-6Z Post Base 8 SDWS22312DBB, SDWS22512DBB Outdoor Accents Structural Wood Screw 9 DSSCB43.5, DSSCB46, DSSCB48, DSHS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS27300SS, SDWS27400SS, SDWS27500SS, SDWS2760OSS, SDWS27800SS, Strong -Drive SDWS TIMBER SS Screw 2 FCB43.5, FC645.5, FCB47.5, FCB49.5, FCB411.5 Bypass Framing Foxed -Clip Connector SDWS2710DOSS, SDWS2712008S SDWV13400 3 FPHSD34S1016, FPHSD34B1016, FPHSD34B1016-5K FPHSD34S1214, FPHSD34BI214, FPHSD34B1214-5K #10-16 and #12-14 Strong -Drive FPHSD Framing-to-CFS Self - Drilling, 0 OV FL#10866-115 Sec # 1 2 Product Model, Number or Name CMST12, CMST14, CMSTCI6, CS14 CS16; CS18, CS20, CS22 HRS6, HRS8, HRS12, FHAB, FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI26, MST136, Product Description Coiled Straps Straps 97 mil (12 ga) 10 11 STN22 Strong -Drive: SDWSOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer 4 5 LSFC2.25, LSFC4.25, LSFC6.25, SFC225, SFC4.25, 8FC6 25 LSSC4.25, LSSC6.25, SSC2.25, SSC4.25, SSCB 25, MSSC225, MSSC4.25, MSSC6.25, Tapping Screws Steel Framing Connector Steel Stud Connectors Sec # Product Model. Number or Name Product Description MSTI48, MSTI6Q MSTI72 S1MST27 S/MST37, S/MST48 MSSCd 25K V. MSSC6 25KW I FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Straps FL#15363.R3. B RCKW3,:RCKW5.5, RCKW7.5, RCKW3S, RCKWS 5S .Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA36, LST149, LSTI73, MSTA9, Ni MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 ga) 7 SC843.5, SCB45.5, SCB47.5, SCB49.5, SCB411.5, MSCB455, MSCB47.5 Bypass Framing Slide -Clip Connector ♦ f1 3 GH46-6, GH46-8, GH48-6, GH48-8, GH410-6, GH410-8, GH66-6, GH66-8, GH68-6, GH68- Girder Hanger 5 LSTA9, LSTA12, LSTA15, LSTA18, L8TA21, LSTA24, ST292, ST2122, ST2115, ST2215 Straps 33 mil (20 ga) Sec # Product Model. Number or Name Product Description 8 SCS32.5/97, SCS62-5/97, SCS62-5/118, SCS82-5/118 Bypass Framing Connector 8, GH610-6, GH610-8 0 LSUBH3.25, SUBH3.25, MSUBH3.25 Bridging Connector 1 AS 18, AS 18S5, AS I BS6 18 ga. Truss Plates 9 SCW3.25, SCW5.5 Head -of -Wall Slide -Clip Connector V 4 GLB5A, GLB5B, GLB5C, GLB5D, GLB7A, GLB7B, GLB7C, GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8,25, SJC10.25, MSJC8.25, MSJC10.25 Steel Joist Connectors 5 GLBT512, GBLT612, GLBT516, GBLT616, GLBT520, GBLT620 Glulam Bearing Plate 8 LTS12, LTS16, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SSB3.518 Bypass Framing Slide -Clip Strut Connector 6 HGLBA, HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA36, ST6215, ST6224, ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH34B1414, XLSH78BI414 #14-14 Strong -Drive A-SH Shouldered Self -Drilling, Tapping 7 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 10 MSTC66, MSTC78, ST6236 Straps 68 mil (14 ga) Screws W 8 UFPIO-SDS3 Universal Foundabon Plate 11 MTS12, MTS16, MTS18, MTS20, MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQ1S1016, XQ1 B1016-4K, XQ1 S1214, XQ1BI2I4-3.5K, XQ78S1224, XQ78B1224-3K, #10-16, #12-14, and #12-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 S/BI.56, S/61.81, S/82.06, S/B2.37, S/132.56, S/B2.68, S/B3.12, S/B3.56, S/B3.62, S/84.06, Top Flange Joist Hangers FL#15730-R4 XQ114S1224, XQ114131224-2.5K XQI12S1224, XQI12B1224-2K, X34B1016-5K, Tapping Screws Q S/B4.12, S/B4.28, S/B4.75, S/B5.50 X1S1016, X1B10,6-4K, X1S1214, X1B1214-3:5K - Z 13 S/BA2.12/8, S/BA2.12/10, SBAZ12M2, S/BA2.12/14, S/BA4.18/8, S/BA4.18/10, Top Flange Joist Hangers Sec # Product Model. Number or Name Product Description SIBA4.18/12, S/BA4.18/14 1 ET -HP Adhesive Anchor for concrete Z 14 S/HIA Hurricane Tie 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GDPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies Q 15 S/HD8S, S/HD8B, S/HD1 OS, S/HD10B, S/HDISS, S/HD15B Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies 16 S/HDU4,:S/HDU6, S/HDU9, S/HDUI1 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLOPA, PTRHA3, PTRHA4 J 17 S/JCT, SiHJCT Joist Hangers 4 SET-3G' Adhesive Anchor for concrete a SHEET N0. PA 1. 2 � 11 11 T ��- � � , t iii --�--, Ili �1 1 TT Tirl- 0:n ,-- , ,I , -i :: c� 1ti1� `�n���� � .` l�