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HomeMy WebLinkAbout36404 Garden Wall Way�I INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS - FRONT & LEFT 2.2 EXTERIOR ELEVATIONS - REAR & RIGHT 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6.1 FLOOR FRAMING PLAN 6.2 ROOF FRAMING PLAN ABBREVIATIONS 7 LINTEL PLAN & DETAILS SN STRUCTURAL NOTES AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air SN 1 DETAILS ABV or Abv. Above FUR or Fir. Floor RAD or Rad. Radius S3 — — - DETAILS AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAG or Rag. Return Air Grill ADJ orADJ. AFF or A.F.F. Adjustable Above Finished Floor FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace REC or Rec. RECEPT Recessed Receptacle S4 DETAILS S5 - --- -- -- DETAILS AHU or A.H.U. Air Handler Unit FIR DR French Door REF or Ref. Refrigerator ALTorALT. BC Alternate Base Cabinet FRT Front FT or Ft. Foot/ Feet REINF REQD or Req'd. Reinforcing Required S6M DETAILS ST STAIR DETAILS BF Bifold Door FTG or Ftg. Footing RM or Rm. Room SK SH or Bk Sh BLK or BLK. BookShelf Block FXD GL Fixed Glass GALV or Galv. Galvanized RND or Rnd. RO or R.O. Round Rough Opening SS RETROFIT DETAILS D1 SECTIONS & DETAILS BLW or BLW. Below GC or G.C. General Contractor RS, R/S, R/SH or R&S Rod and Shelf BM or Bm. BOT or Bot. BP or B.P. Beam Bottom Bypass (door) GFI or G.F.I, Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board SC SD or SD. SGD Solid Core Smoke Detector Sliding Glass Door D2 - —--— SECTIONS & DETAILS WP WATERPROOFING DETAILS BRG or BRG, C Bearing Carpet HB Hose Bibb HC Hollow Core SH or Sh. SHT Shelves Sheet PA1.0 PRODUCT APPROVAL NUMBERS CAB CIR or Cir. Cabinet Circle HDRorHdr. Header HGT or Hgt. Height SHWRorShwr. SL or S.L. Shower Side Lights PA1.1 PRODUCTAPPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications CLG or Gig. CMU Ceiling Concrete Masonry Unit HORIZ Horizontal HS Hard Surface (flooring) SPF or S.P.F. SQ FT or SF or S.F. Spruce Pine Fir Square Foot (feet) PA1.3 _ --- PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SQ or Sq. Square COL or Col. COMM or Comm. Column Community INSUL or Insul. insulation INTorInt. Interior STO SW or S.W. Storage- Shear Wall SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL COMP or Comp. Compressor KMWALL or K/Wall Kneewali SYP or S.Y.P. Southern Yellow Pine �' O CONN or CONN, CONTorCont, Connection Continuous KS or K.S. Knee Space LAUNorLaun. Laundry TB TEMP or Temp. Towel Bar Tempered _ _ _ _ _ / / / / O O — _ — SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL CSMT Casement LAV or Lay. Lavatory THIKN orThik'n. Thicken SH1,4 HURRICANE SHUTTER PRODUCT APPROVAL CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.O.B. Top of Block SH 1.5 HURRICANE SHUTTER PRODUCT APPROVAL D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ' DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder DCF DEC or Dec. Decorative Cementitious Finish Decorative MAX or Max Maximum MC Medicine Cabinet TR TRANS WOW or Trans. Towel Ring Transom Window 1^� r7 [71 [71 r7MO DED or Ded. DIA or Dia. DISP or Disp. Dedicated (outlet) Diameter Disposal MFR or Mfr. Manufacturer MGT Management (room) MIN or Min Minimum TYP or Typ. UC or u.c. UCL Typical_-- Under Counter Under Cabinet Lighting. 1 i 1 1 El El El D DIST or Dist. Distance MIR or Mir. Mirror UNO or U.N.O. Unless Noted Otherwise DMF DS or D.S. DTL Decorative Masonry Finish Drawer Stack Detail ML or M.L. Microlam MONO Ior C Mono Monolithic MW or MICRO or Micro. Microwave V or v. VB VERT or Vert. Valve (shower or tub/shower) Vanity Base Vertical a ❑ -- -- -- --- - -------------- -- — _� DV or D.V. DD.V.P. Dryer Vent DiValve (plumbing) NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry VL or V.L. VTR VTE Versalam Vent through Roof I Exterior a �- ------ - - MEAN ROOF 15 FT. HIGH TYPICAL DW or D.W. Dishwasher OPNGorOpn'g. Opening Worw Washer EID EA or Ea. ELEC or Elec. Each Electrical OPT or Opt. Optional PC Pull Chain W/orw/ WA or W.A. With Wedge Anchor FOR SINGLE STORY HOMES ELEV or Elev. EQ EWorE.W. Elevation Equal Each Way PED or Ped. Pedestal PH Phone PKTorPkt. Pocket(Door) WC or WIC or W.C. WD or Wd WOW HDR or WOW. HDR. Water Closet (toilet) Wood Window Header MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES EXP or tarp. EXTorExt. FBC Expansion Exterior Florida Building Code PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Pit. Sh. Plant Shelf WH or W.H. WIC or W.W. WM or W.M. Water Heater Walk-in Closet Wall Mounted (plumbing fixture) THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT FDNorFdn. Foundation PLTHTorPit. Ht. Plate Height WP WaterProof(ing) IS SIGNED AND SEALED OR WHILE FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener CURRENT CODE 1S VALID FG FIN FIN FLR or FF or Fin. Fir. Fiberglass (Shower Pan) Finished Finished Floor PT or P.T. Pressure Treated PWorP.W. Pre -wire PWDR or Pwd. Powder Room WWF Welded Wire Fabric (Mesh) REV. 06.23.22 CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. PLAN REVISIONS DATE VERSION DESCRIPTION Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titieblock of these documents that these documents be accurate, providing Licensed 08/23/1 2 1.00 NEW BASE PLAN Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to 07/30/ 15 1.1 2015 NEW CODE UPDATE 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 05/09/18 2.0 FBC 2017 CODE UPDATES 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 12/ 19/20 3.0 FBC 2020 CODE UPDATE 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. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and 207A debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. d Im Ja ata aaa0 `° c�J AIR V-- 03 ea. ;,� ����\\\\Qllilfttl►1/Irj�i �� `�'.•' Ns . •% j� O� 4c� r est � ,tet1��4 To the best of the Engineer's knowledge, infonnation 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. 9) W d OE Q 'O N U p 0 j n OD w CN 0 5 a_ Z coC °' n r m o 0 W Q t6 r (O 0 Y 0" ' w W 0) m d G -� LO N ZIL N O U U Ix 0 0 13 W 00 0 _F Z N M 0 a M U) N z C9 0 LL U � �O`^ ,,, o V) L N ) map L'i — 8 II c) U) Q Y _ • o CC) w M z Z J U— ce E o =o 0 0 g Q'N E U 'Z OU zo on: 00 I— r0 O X az 0 O , aZ N I� ¢o r� U.) _ pY ym o � z ZU J ¢ ° SW g Z lq Q $ n50 �� W U �o �z o ¢w w C7 F �o a = IIIIIIIIIII� 00 © co J 0 m m CID co C) v CIO C) Co LO -2 0 .� cc N C) d O LO N <C T- E �_ M N ° Z Z r O alai c d0 16 a a JOB NO: 22-12356 SCALE : AS NOTED SHEET NO. C S 0 ih 0 9I KITCHEN MIRROR \ � o 0 00 r ICI o co O. BATH 0 t Ci �� I nil s �® KITCHEN INTERIOR DETAILS NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2" LESS THAN CABINETS BELOW - MIRROR VARIES Cl) Q MEDICINE CABINET a U. � �¢ Fh c M M SHWR. SHWR. CURTAIN HEAD 24" TOWEL BAR TOWEL BAR IN ON WALL ABOVE TUB OR SHWR, TOILET TOWEL BAR - ON BATHROOM WALL 4' SHWR. o co VALVES TOILET ° SOAP PAPER fO DISH C t HOLDER 9 CO f? To BATHROOMS, SHOWERS AND TUBS q t DOUBLE RODS SINGLE ROD BATHROOM 2 42" H UPPER CABINETS- 36" H UPPER CABINETS - 30" H UPPER CABINETS - OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT Er 0 BRACKETBRACKET 36" H BASE FINISHED CABINETS- COUNTER TOP 30" H BASE R 00 CABINETS- l6 rN 0 V-2„ 2x '? FRAMING o 1/2" GYP N N BOARD - - _ 0 iV CLOSETS/LAUNDRY SHELVING ISLAND COUNTER . CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/4" = V-0" WIRE SHELF @ -� +54" A.F.F. PLUMBING LINE --� TO SECOND FLOOR DRYER VTE HANSON BOX @-�� 36" A.F.F. EXTERIOR WALL W/ 2x4 WALL Z W PAD OUT UJ Q O - U �U op (D> W 1� B 12'-0" 13'4' 8'-3" T-9" 11'-8" 1'-4" AC PAD OHB 35-SH i---------------------- -- - � i NOOK - LANAI it I I -8'-8'1 FLAT CLG. -- 8'-0" FLAT CLG. AFF TILE - I 12'-4" - - Q 6068 SGDI I ih _ Er b I I II -.767 I _ a t'I Is EO O nO i iN Z PO FAMILY -- r--- , l� ( 8'-8" FLAT CLG. 1p I CARPET - ZAV - 4 ;, - - 2468 8'-8" FLAT CLG. V-0" TILE - (n CV -- uo - - - --- --- FLOOR G.T. ----- - - - -- JL - ~ REF. 6 r` -- - is ----- 5 - -- 5'-74" 3 - (3) 2x4 #2w 2 DINING STUDS w/ (3) 16d GG (3) W - 1 NAILS @,BASE 8'-8" FLAT CLG. S3 oa 0 Z0 CARPET -- 4'-23" 3'-3" 42" H 1/2 WALL OR RAILING PER _-3 SPECS FLOOR G.T. O U (3) 2x4 #2 SPF - STUDS w/ (3) 16d YU100-7!".) LL NAILS @ BASE 4068 ARCH PW D R GG I - I D. S3 `Lq,� 2 8'-8" FLAT CLG. 86� 2x4 #2 SPF - I TILE - STUDS w/ HTT16 -- S ' T 91 AT BASE 'FOYER LAU N PE NK I k W Q 8-8' FLAT CLG. ( S`I 0 o 8-8' FLAT CLG. _ TILE _ H 1 i sw TILE I 7'(:::::)-24„ 4'-0" 41 W.H. 6'-74' r 6' 4"- _ 17'-10" BUILDER TO 35 10 EDGE OF SLAB r -- - PROVIDE APPLIANCE D1 BEYOND WALL �- - PROTECTION WHEN REQUIRED PER FBC NOTE: FINISHED WALLS a 0 TO BE FLUSH. FIELD 0 I 8'-8" CLG. A.F.F. _ G.T.• VERIFY.- - - - - - - - - ---------T--------- 8'-0" CLG. A.F.F. - - - - _ - - - - - - - - - - - - - - - I - W w�----cif i ENTRY _- w o �° '-0" Z _ATTIC I RC-6J FLAT CLG. AFF �_ mL - GARAGE - - - - - - U U Z >�� - c0 8'-0"CLG. A.F.F. TYP. @ SINGLE b STORY A (SEE AA/S3 FOR S3 STEM OPT.) 4'-4" 1'-4" r- - - - - - - - - - - - - - - - - - I I I ---------------I I I I I I I I K I I I I I S4 TYP @ I I GARAGE I I O I - 16070 OVERHEAD DOOR V-8" 16'-0" V-8" 5'-8" It 19'-4" 25'-0" T-4"XV-4" "L" SHAPE CMU COLUMN 0A 0J TYP. @ 2 STORY, SEE JJ/S6 @ STEMWALL 1,-4"Xl'4' "L" SHAPE CMU COLUMN HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 e (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2,0E Fb=2950 (2) - 2X4 #2 SYP W/ 112" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 / -32.2 +29.7 / -39.7 © +28.3 / -30.8 CD +28.3 / -37.0 OE +26.6 / -29.1 �F +26.6 / -33.5 G SEEiNSHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18X25 S.H. 13 20X38$ 182X37a S.H. 14 20 X 50 181 X 50 S,H. 15 20 X 63 18 1 X 621 S.H. 16 20X72 18'X711 S.H. 1 H2 27 1/4 X 26 26 X 25 z S.H. 1 H3 27 1/4 X 38 $ 26 x 37 S.H. 1 H4 27 a X 50 $ 26 x 50 S.H. 11-15 271X63 26X621/2 S.H. 11-16 27'X72 26X711/2 S.H. 22 37 a X 26 36 1 X 25 1/2 S.H. 23 37 J X 38 e 36 � X 37 3/4 S.H. 24 37 gq X 50 a 36 � X 50 S.H. 25 37 J X 63 36 z X 62 1/2 S.H. 26 37 a X 72 361 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 731 WIDE S.H. 32 54 X 26 52 z X 25 ' S.H. 33 54X38a 522X37a S.H. 34 54 X 50 a 52 ' X 50 S.H. 35 54 X 63 52 X 62 S.H. 36 54 X 72 52 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FIRST FLOOR PLAN - ELEV-B SCALE: t/4"=V-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3• R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be,constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M 1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min, of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant, WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL 11111,111117,11 BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION 1113-111IR-13 KRAFT FACED (GARAGE / LIVING) �'- > W U- - c eswN .,a c U a .!a M 0 H '"f o M - eb` N x u fl= � ar tG LA CUW E c a; w �L 0 IIEO �/�►z e���`111111II OWN N�S E z c,F' 6 tr 0•' Al v F t- 0 F 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 W 4 0 E 8 0 C S � 0 � N n w _ 10 M � N Q N O ik w �r>v J w �r,_� a- a Z r @ �� O W c w o2[- o W U T m w Z aD c� z° ¢ ZN O U V U W �❑ N f7 o g z Q o J d lf] V1 N M z a Q) U' s w � t Ci cn Q a in U 0 tJl �N e~ »? MIN U W J _ U o Q N � to 1; O Mn w Z M LL E U u02i 0 ❑❑ z r ¢� z® ❑ a 0. 00 o� O N i a¢ z ¢o ¢z aZ ¢z 4? � i ^ Y U mo oLL Z z Qi hm 4 W �2 �2 Oasum go O_ 1. Fr a nw Ul U �o yLL �k �w 0� E2 6 o co ¢w¢ Z ¢ >° a r 0 'S >M O ai m cc o 3 .-. -- CD Q LO 04 N Q � (D M N o Z Z E m r c a E .. v 'D ai ¢ n c r- JOB NO: 22-12356 SCALE : AS NOTED SHEET NO. 1.� 42" KNEE WALL WITH 1x8 CAP & CASING OR 36" RAILING u 314" PLYWOOD \\ - DECKING - - - PRE-ENG FLOOR TRUSS - 12 1 10 (� 1x TREAD (TYP.) 3/4" PLYWOOD 8 DECKING 2X6 LANDIN 1 - 1x RISERS (TYP.) 7 6 2x4 FRAMING I (3) 2x12 5 42" KNEE WALL WITH STRINGERS ;- 3 1x8 CAP & CASING OR 36" RAILING 3/4" PLYWOOD DECKING 2 I 1 2x4 THRUST BLOCK 2x6 LANDING - 2x4 FRAMING 36" H. CONT, GRASPABLE RAILING TYP. STAIR SECTION SCALE: 1/4" = 1'-0" STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING 2x4 THRUST BLOCK Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading, edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. 'he radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not lore than 1114 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the mallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. leveling of nosings shall not exceed 1/2 inch. landrails: landrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail eight measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less ian 34 inches and not more than 38 inches, Handrails for stairways shall be continuous for the full length of the flight, from a oint directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be aturned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 1/2 inches between the wall and the handrails. grip -size: landrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches r provide equivalent grasp -ability in compliance with Section R311.7.8.3. uards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 Chas measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. equired guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 ches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the eads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a There 4 inches in diameter. nder-stair protection: nclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side ,ith 1/2-inch gypsum board. L SEE PLAN FOR LANDING DEPTH 01 MIN, (3) 2x STUDS @ END OF LANDI� BELOW HDR. BEA STANDARD (3) 2) STRINGERS w/ SIMPSON A35/UE MP34 CLIP TO FLOOR SYSTEM LANDING FRAMP (2) 2x HDR. REQ'D @ El' LANDING F( STRINGER CONNECT l PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1 /4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH ^IN CONT. HANDRAIL RETURN TO WALL DETAIL B SCALE: NTS 25'-0" 4. 6-7" 16-1" 2'-4" 1 D @ H1 O 6 H1 O 6 2x4 #2 SPF STUDS @ 16" TYP. B O,C. TYP. @ 2nd FLOOR CORNERS (2) 25-SH 1/2 33 SH EXTERIOR WALLS EGRESS D2 TEMP D2 fn 4-SH O Cc. N� I -I 1668 I BP B.F. I SPECS. I 0 2'-4" 5'-6" coo 4'-4" i I 3 I D2 246 TEMP. G _ O. BA H 1 11 o L 8'-0' FLAT ClG I a ENCL. ON 42" SIM. w/ (1) G.T. R/SH HIGH KNWL. MSTAM36 - - - - - - - - - 48x42 @ BASE REC S 3 12'-10" T-2" -0" T T-0" H WE _____ D2 is �_, E SIM. w/ (1) I I 'A.F.F. MSTAM36 _ _ BASE OWNER'S 36"x22'� - -��� ,_ @ _ ATTIC - I C la _ c9 SUITE ACCESS 8'_0" F T CLG N N CAR T I ih 8'-0" FLAT CLG 2468 I p ;n CARPET cv 4068 B.F. m i O r - - - - R/SH --- - =IJCN N BEDROOM 2 - - 8'-0" FLAT CLG CARPET 7'-6" 4" 4'-8" 4" 12'-2" cn h cN W D2 C7 ro to v �• A H 1 �• 16 42" H 1/2 WALL 2668 5068 15 OR RAILING PER B.F. SPECS 141), J 6--------------.. S6 D2 N 13 iv A R/SH TYP. @ 2 12 0P STORY. SEE H 1 O 11 TECH 50 0 ° 07 no JJ/S6 FOR 10 I CENTER „ STEMWALL OPT. T-11" 9 3'_3" 5'-8" 3'-4" 5'-7" L1 8 co grO�6 F-I TILE TO 0" FLAT CLG T A.F.F. 7 L - - - cn 2868 TIL� 6 I II 3 I _ 19 D2 I `3 N M SIM. w/ (1) E 4 12 2I N MSTAM36 A26 @ BASE00 6cP CD 4-SH BEDROOM 3 02 CV N 8'-0" FLAT CLG SiM. w/ 1 G T CARPET --_ ----- I - -_- --_-_ MSTAM36 -- - - - - - -I- @BASE 1 V-2" 2' 4' 1 11'-6" j ------- G,T. - - ( -- --� rb 00 CDLL I= SIM.w/(1) Y d m (a MSTAM36 3 BEDROOM 4 @BASE D2 8'-0" FLAT CLG I C~7 3 SIM. w/ (1) CARPET i I D2 MSTAM36 0 = I 00 @ BASE Q I o 00 1/2 33 SH I H1 O 6 I I D2 � iv 25-SH 25-SH I CRESS p2 22 EGRESS D2 I d- H1 (E) D1 O(D ---- ----- Z-11" 13-6" 2'-11" 2'-10" 2'-10" Ir Pr 19'4' 5'-8" 25'-0" I 01 I I I I I I 1 I I I I I I I I I 1 i I I L--------------------------------------J REVISION NOTES 12/17/2009: 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS, SPACE WET AREA FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE-FAB. BASE. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8, ALL TUB DECKS ARE SIZED AS FOLLOWS; 40' PRODUCT LINE - MIN. 48" x 64" 50' PRODUCT LINE - MIN. 48" x 76" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 112" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 91/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 eH8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED "* SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED-EXPOSURE"C" 0 +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 �E +26.6 / -29.1 �F +26.6 / -33.5 GC� SEE SN SHEET SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 181X252 S.H. 13 20X38J 182'X373 S.H. 14 20X50g 18'X50 S.H. 15 20X63 184X622 S.H. 16 20X72 18ZX71' S.H. 1 H2 27 1/4 X 26 26 X 25 � S.H. 1H3 271/4X383 26x374 S.H. 1 H4 27 a X 50 g 26 x 50 S.H. iH5 271X63 26X621/2 S.H. 1H6 274X72 26X711/2 S.H. 22 37 a X 26 36 1 X 25 1/2 S.H. 23 37 J X 38 a 361 X 37 3/4 S.H. 24 37JX508 364X50 S.H. 25 37 a X 63 36 2 X 62 1/2 S.H, 26 37 n X 72 36 z X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 2'WIDE S.H. 32 54 X 26 52 4 X 25 i S.H. 33 54 X 38 s 52 12X 37 a S. H. 34 54 X 50' 52 3 X 50 S.H. 35 54 X 63 521 X 62 2 S.H. 36 54 X 72 52 z X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. SECOND FLOOR PLAN - ELEV-13 SCALE: Y4'=V-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3, R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302,6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302,5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp, Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd, or equivalent. • Garages Located. Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening P p P 9 control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507,2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. I TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION jR-11/R-13 KRAFT FACED (GARAGE / LIVING) C= C%4 o ® G W M u a° W t-) N L" C Q .�rNX �as� a �e e Co fill /1 ,�R\\\q\ti111t001 W IV . ;0 0 _Z, T °e� �. ° C-4 o Ca, � trN r 0�y - F 1- 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. 0 W d EE a O co N 0 0 .0 �N Lo :ft CO N N C) LL a C LL -r J i� Wui , a _. to C 0. U) 13 y=o o W o `0�'� coo m . LL z LO M a Z NILW OU n z cMv o z 8o z o J - M z 0 �Ul t` rQ co w ° U 0 w o -0, V) w v f- J E co ®� r, C.0 M z w z Cl) o W z oo © E O Fz oa ICID 0 1 ZO C:,a N a � z ¢ w w L IB C:o 0 - 0 oLL z Z o� a �w W �& �a a =3 o cfl wa }_ a F �r ` < S� TZ �C:) M J 0 c9 co C:)Q O �-. Cr U M co a. (1) �: N m ... O -2 .I►� @ CV C) O LO N Q LO hi E M N a f0 c r 3 O N E z c o U � Q p -J JOB NO: 22-12356 SCALE : AS NOTED SHEET NO. 1.2 60 I :- r; FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS SCORED 12 STUCCO 5� BANDS T.O.P. HDR= t EXTERIOR PLASTER ON FRAME SCORED STUCCO BANDS 2nd FIN. — _ _ FLR T.O.M.- - — T.O.M. @GAR._ /ENTRY — HDR. HGT. ?5 SH >- - - - c) -- ---------- --- --=CJ/WEEP SCORED STUCCO `-- BANDS �25SH ED a El [7 a M aEl TEXTURED v 1 l� FINISH NCMU FINISH ON CMU ED El El 1FEU oo ZO SCORED STUCCO❑����a❑ BANDS v nFIN_FLR._ 16070 OVER 12 5 FLASHING 12 FRONT ELEVATION B. SCALE: 1/4" =1'-0" FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS I. FLR. = ---------------------- /-- FLASHI NG T.O.M. T.O.M. @ GAR. ENTRY HDR. HGT. SCORED o STUCCO c0 o0 I BANDS 35 SH FIN. FLR. SCORED STUCCO BANDS CJ / WEEP SCORED STUCCO BANDS r 6" SILL DETAIL SCALE: 3/4" = 1'-0" SCORED STUCCO BANDS HEAD DETAIL SCALE: 3/4" = V-0" TEXTURED CEMENTITIOUS FINISH ON CMU ---I------- RIGHT ELEVATION - B SCALE: 1/4" = V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2 long, 11 gage nails having a 7116" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. 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 continuous to the to barrier material shall be c nti b o n p 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. REV. 09.24.21 c•s . CD w c U- i o � M C= en ; y o eo Q.r C'V Y E s *_ = aai o �o 0 Ii/Y�� ���,�,�1'tltttll11111 f -J N .� J L- �� "?0F E S S O't frf;llltl�tl. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a �E 8 v o. N 0 .5 —0 00 CO N N r 4 Q NM � 4k tJi C J ti 0 �LLL ' d w Z @� o ai W y : •(0 N p Z 05 m LO mZ d J Zo� N 000 WLL ❑ N 0 0 z z o a N zUni � � o U O to N U, cs 0 Of •, .) U) wa f6 �- t'J •+ W � 9 c `n ¢CD co 0! M M ti ¢ o ' Z < LL ctf E w� zo ZN CL O Ci V QO ' oa O4 S IX Z f� E N ao �o aZ r t L WZ < O m o C ^ UU yS �Z Z Z CO _J ¢ 6uZ Z to N CL OOM ao dLL r� JC o w¢ ;o C3 v zla a= ° 3 c O-17 0 C'7 J o rn 0 O co Q �. O O m CN 1J LO d' N C:) O O N LO N < IRtu T- i w c M N o m Z :3 E O r Z to a ;_ U q p JOB NO : 22-12356 SCALE : AS NOTED SHEET NO. 2.1 C10CdrIl AQC CUIKU11 C IAIOTAI 1 Mn AC MEM EXTEF PLAS1 FRAM TEXTU CEMEP FINISH FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 5 T.O.P. HDR. HGT_ r - 00 1/2 33 SH � CJ 12 �5 25 SH 25 SH EXTERIOR PLASTER ON FRAME 2NDFIN. FLR----------------------------------------------------I------ CJ / WEEP 35 SH 6068 SGD REAR ELEVATION - B SCALE: 1/4" = 1'-0" TEXTURED CEMENTITIOUS FINISH ON CMU LEFT ELEVATION - B SCALE: 1/4" = V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. txterlor Lovering 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. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.xl-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. 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 R703.72. 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. I Coastal Flashinas 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. REV. 09.24.21 Al > W Y� O a� o w C4y'cc to 1 °_..__. :° o. ,. �„ulli11101r�r NN'N -_ : Ci - i b 15< 0 Z . • e� Sol,ROF g�i�00\ 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. 114 W 'a E 0 ° M U a N q Za) o Q � W 0 m yCy „o Y/ r- h LO ..I H m v a C --1 u_ 'd IL W LL , o- LU Z S rn w290 a N 0 Z 'n M z IL ILW Q J N OU a < L) �� z N M o g z z o J n- n n N z f0 w o Duo -� w o t1'1 � N � W U di w lu — J E m �9 JI ii o °rli z ¢ N m o � w M m o Z Z a zo O �p Q N O E ti � ti Z© ❑a I— g X Q ' OU Zo E O ru N i a8 az ao wz fu N G r '0 o oLL Z J �z n 3 ¢� oa 30 a �W W <o c�i r-- z�a a x o 3 >M rn m to c9 >, co 0 � � CD Y CIO CD (n m N 1..�. C M L to N NO CD d' LO N Q N T_ LO Z M nj o m z E O N r— E aD Z m a.0 -°I Q ❑ _J JOB NO: 22-12356 SCALE : AS NOTED SHEET NO. 2.2 . 11 I, , ,Ir. , i.. .,r , ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/200A INDOOR NEMA 1 150 AMP/ 200 AMP #14 to lights & outlets #12 to appliances and GFI #10 to WH #8 to Range #6 to HVAC MAOIN 150=2/0 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND Dis onnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED Y NEC 17, 250.94 CLAMPPER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1 EI ' I h ' h f CODES AND THE LOCAL POWER/UTILITY COMPANY. ectrlca outlet eig is as measured ram 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 FqT 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 �J RECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUSTFAN ;r EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) DB PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) a TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH C� J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT DEDICATED RECEPTACLE FOR MICROWAVE RANC HOOD PER SPECS 1.5" VTR Ih 3" VTR I� III I I` I I I I I II13" VTR PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER ITCHEN IIIEI 111 =1 SPEC 3 & 4 KITCHEN SCALE: %4'=1'-0" A/C PAD DISC. GuuFI DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS 10 FI TDB & GFI TO ------- BE ALIGNED VERTICALLY I 1 I COACH LIGHTS /COACH LIGHTS OR PREWIRE AS OR PREWIRE AS PER SPECS / PER SPECS 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. I I I I I I I I I I 1 I i I I II ----------- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L---------------------------------------I SECOND FLOOR ELECTRICAL PLAN FIRST FLOOR ELECTRICAL PLAN - ELEV-B ELEV-B r, O tJ.l sn coo n 'o o cto a> y c ,s w m E o Q,� w ;o cNv 0 N _o N r To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a v E 0 c O c o co co N N iA = LO (n r'- Nb a jLL u "W a Z — O d Y M C �d n y ;49 O ' m C%4 Y W W n ��pjQ3 m w Z M Z CN QU U 0 W U t4 C) Z N O O Z � N Z � � J— M z (J +y �N o +-+ w O N W o it■ U w m m...., J E L 8 U o Q N mCD e m o 0 W C'7 n o Z U_ Zo �O >� aN Q O � Z® N ¢r O O ro CV L ¢z w o ¢ WZ � _ z Y U m o Z 'Z Z - to " � Q W fn a Z go Q o¢ LL a �Z W �LL 3 �o o CZ) w o< o- V' za U3 J . >O O d" CD m 2 0 OCD Q a. (� m N LO o o LO N E C11) N o ccr Z c E E O w Z co U a _j Q 0 .j JOB NO: 22-12356 SCALE : AS NOTED SHEET NO. 3 W Q. O U) N to 4'-0" ROOF VENT 4?Q 5:1� Z SLOPE 5:12 SLOPF� N Z ZONE-2 �_ W IX 0 ATTIC SPACE O 1170 SQ. FT. LJ a ti�A 0 Lu ^� N IY � /U�;)Owi O4 5:12 5:12 SL SLAPuj LU OLO 5:12 SLOPE I U) L I 5:112 SLOPE 5:12 SLOPE I 1 w > ZONE-1 U- s ATTIC SPACE o ':tu 316 SQ. FT. I I I i I ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators) (Must Provide Upper Ventilators) Vent rnt Amt. Req.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 soffit ventilation vented be provided Ventilation Ventilation ( See Elev) required needed required soffit by upper needed ventilators Main 0.0 1.0 Floor 316 303 43 152 11 76 138.0 0.0 138.0 (Zone 1) Upper 10.0 1.0 Floor 1170 1123 160 562 40 281 288.0 (Zone 2) 150.0 138.0 -NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN - B SCALE: Y4"=1'-0" r_ 0 o � Cj CO coyNt N 3C co x d C J. Q cc N <O G. Cc d td O j �!`��1111lllillllryj� WN ^ti F1 •� ? @t00 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) W E O N 8 ® V p N 00 n SO a,) � 00 /0M •I 00 -�U) CO � 'I N b w a JLL u-Lu Z m � °' o W 90 15'N 0 o IL L Z ��pjO' m w � N Z° Q J ZN O U < U W ❑ ❑ c) z N Mp O O z C N Z o J d U) N N C7 � h��h cr) O Cn U Q O N �V) W p N U Y- U7 U 6 w � t 8 = N Q N 1� ti o � w M M z � g z Q E z; o >� Z® 00 U O � Qz 0z WW N CD o Qz mo Y �x 0, J a ° �z z z u� a 3 8 g° a Q v Bo y� oZ =3 0 JW ¢Q �_ y0 0 CO Fw ao~ >M rn a� L � O -� C o o � U)co �-- o 72 rr .� Cal N O I. O LO ui y M N o CID E O N r N a. Ecc U _j Q p C JOB NO: 22-12356 SCALE : AS NOTED SHEET NO. 4 i j 45 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 WWF PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. 1 /8" SAWCUT x 1 /4 SLAB THICKNESS WHERE SHOWN ON if FOUNDATION PLAN n¢ ca s o a LLJ W ae r- CONTROL JOINT DETAIL c C\ CC 1?--n" 1 -q,-n„ 3'-5" 5'-2" 3'-5" 11'-8" 2'-6" x 2'-6" x AC PAD 1'-0" w/ (3) L TYP. @ #5's E.W. S3 PORCH I �INDICATES FILLED CELL I w `? I 1 w/3000 qS1 CONC. GROUT 1 ;t CL 0 - 50 o FROM FTR. TO BEAM w/ (1) #5 I _ j REBAR VERT. ABOVE SLAB. ■ �I 1 0 4" TYPICAL@ ALL PLACES I 6-10" 5'-10" o0 00 1 I SHOWN. HOOKED FTG io 0 I DOWEL w/ 17" EMBEDMENT w/ 25" E T. ABOVE SLAB. o GRADE 40 STEEL I I C.J. _ — _ ■m00 ■ ■ I 0o HVAC CHASE r I BASED ON 3t1"--- — — — ----- ■ LOCATION PROVIDE 1 1/2" M RECESS FOR SGD i I I S3 REFER TO MASONSI ■ 1 M r SCOPE FOR WIDTH.I ih � I o 111 I ■ I LE] ■ _ �� _� C.J. S6 1 a TYP. @ 00 TWO STORY 4'-1" 1 3'-8Ys" 3Y2' MIN. 3000psi CONC. I 10 SLAB FOR HERNANDO Lj COUNTY ONLY. 3Y2" MIN. I I 2500psi CONC. SLAB 11 ■ ■ OVER 6 MIL VISQUEEN I VAPOR BARRIER I GG TYP C5 �I S3 I — — ■ I L — C.J.00 II 1 1 CV i I rn ■ III i 1 I 0 ( L_ � r I ■ I I 73„ d 1 NLID PLUMBING STACK I GG S3 o C.J. _ "' _ 13'-1 co 3'-0" STUB UP TO 2ND FLOOR I 2'-6" x 2'-6" x I I J V-0" w/ (3) FOR A/C — _ — — — — #5's E.W. 1 rrrirrirrrrrirr r - w t= -3 1/2" K I - S3 I S3 r 9 z w ( I I 17 9, 9., ■ 0 z W 12" 3"_ kc-1 m I O z PROVIDE 1/2" X 9 ■� I Q a 1/2" RECESS FOR ■ eo 0 ¢ FRONT DOOR o -4v' 1; I a r I LID ih I U_ U TOP OF CONC./ - ` w I PAVER TO BE 4" > w BELOW FIN. FLR.— ■ I � I ■ d zo C.J. b 4'-4" 1'-4" 2'-6" x 2'-6" x — — I 1 0„ w/ (3) TYP. @ -v L I #5's E.W. o SI NGLE I I s3 I r STORY ■ 1 I ■ TYP. @ I ENTRY I A o s3 C I I o I J i o I g I (2) #5 VERTS Win S3 (2) #5 VERTS Win FILLED CELL FILLED CELL — — — — — — — — — — — — — — — — — --J V-8" 16'-0" 19'-4" 5'-8" 0g w p J z q ❑ Z E5LL 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 MONOLITHIC FOUNDATION - ELEV-B lop eV C2 trill � o `a aUo N lb- W.x Qom•. 40 .CD r` i' "Il ,f,��� 'q'OWtv P •�,, N S E• ,•.• N lb v �J Cw \ F L O •.•' • k, &a4Nrl��e�`� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E cM 8 N O 0 —a)OD N _N OnD (nrh QNN V 25 4 LL C J 2 LL 55 J LL LL W a V® (Lu �pgA L N 2j or w- o r� a W °P m w . w 'o co Z J ILW en N Z OU 0 o ❑❑ 00 z29 J - N r ^ M ^ (D C 1 W lJ � V" (10 W N ij— �O W o U W r- - E — ® c o ¢ N m I� o Hz o P Q 8 DOLL �� 4� z® ❑a No �o cue E XU oQ a� �U ow 'o a O N :, L ¢z wo 4 wz ¢w W `t , ry C O z m o oz Z Z _C N N J N m S , W z to N Q. � F oo m � ga o � W W J o -z J< (19 �o V za °3 > (e 0 �.} V ai m co c9 ::30 CL 0" � � 0 (n z Co N F— Ln N 0 o N d O LO N Q co'_ E c M N z m Z y f E 0 m CL E U .a Q pro JOB NO: 22-12356 SCALE : AS NOTED SHEET NO. 5 0 CV 12'-0" 13'-0" 2 D2 FT3GE 1 TYP. @ p2 CORNERS 0 N) O 64 @ 24"� O.C. MIN. O J S6 TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL ED FT7G 1 L1 FT6 O M zi N . 1 TYP.. RG. WALL w co O O co FT8G G) —` FT11 FT13GE r. . . . . . . . . . . BRG. WALL En ; TYP. @ 2 STORY. SEE JJ/S6 @ -n STEMWALL 35 (2) 22 D1 FT9 (2) A CJ3B o0 rn CJ 1 B 9 Di 7 'S✓S� FG3 C 7 C A TYP. U.N.O. W -+ 5'-O" w RORYTYP. (SEE AA/S3 FOR STEM OPT,) B4GE 5'-8" ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft ✓IND SPEED (ULTIMATE) 140.0 MPH ✓IND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C WIND PRESSURE AND SUCTION PSF EFFECTIVE ( ) HIP ROOF >20 TO 45 DEG. WINDAREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] AREA ROOF 1 2e I 2n I 2r 3V 3e 31 a=oft g 10 HIP -35.94 -49.57 -49.57 -49,57 / GABLE -38.22 -38.22 1 -60.99 1 -60.99 .60,99 1 -78.58—t-----r— ROOF NAILING SCHEDULE! NAILING ZONES (SHINGLE AND TILE): L 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.G. ON EDGE AND 4" O.0 IN FIELD \ 0 ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD 1 ROOF SHEATHING: I O I I Q SHINGLE: Y11s" EXP. 1 (2a16) or t5/sz" EXP. 1 t3�116) TILE: %2' EXP. 1 03,6} I I I 1 NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS t I r 3r z Ig 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32', SHEATHING SHALL BE FASTENED 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 TO 45 DEG, RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 2 ROWS 8d @ 6" O.C. NOTE: THE SHEAR WALL FRAMING DOES NOT EXTEND 8d NAILS @ 6" O.C. ABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING TO BLOCKING (2) 12d NAILS TO—/ '--ROOF OR FLOOR BLOCKING EACH SHEATHING END 2X4 BLOCKING AT (2) SYP#2 TOP PLATE EA. ROOF PANEL JOINT AT 48" O.C. MAX LSTA30 EACH SIDE TRUSSES @ EACH END OF WALL 2x4 SPF STUDS @ 16" O.C. WALL SEE C/S3 FOR SET BACK 2" PER ADD'L INFO, DETAIL C/S3 LA SEE PLAN FOR DIM. ° t e SEE FND. PLAN FOR FOOTING ° SPECS. INTERIOR SHEARWALL @ TRUSSES STEP-DOWN, WALL TO TRUSS SCALE: 1/2" = 1'-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR SYP SPF SYP SPF CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 1 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 340G w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-112" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 112" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 W/ (16)1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 112" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080* --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" 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 - 1Od x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR W112" EMBED W/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (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 11010 605 12-10d SPT24 1090 12-10d HCP2 1 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY '* DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3112 & LOWER. REVISED 12.02-20 LOADS -- ROOF = L 1360 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 3" GUN NAILS, FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 02 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYR AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER R 2 PLY CARRIER--J -(A) x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV-B. N tj LS C7 ��`mx C= c R 04�. W ap m L S c w< y - !6 T o . -- o Owtv •o _ �F 0' w ti ^ ,tom p P OPESS0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 E a ci _ 0 200 tlf U � Z M �mv u Q C - Lu _CuLL d a 13C� Z @ U)�a09 o W M04 7 vS W `c'T m W . IL.W J co —Ci 'n M Z Q N z O U W El 11 O Z J d N — N M N Z � � Q 4 1 u, (6 w a '° U � O w $ L N06 U d 'y' J ml U 3 Q V �� r� co C w Mz z E O wE Z® t— C U XO aF U °U � 0 oz D E @ CN i ° wo ao Z d�z (a ° U h O � mOZ F of Z U a Q W Z o� 11. go a v w U `_0 dLL H- � o Z w¢ ,� >° co �r zla a o 3 �� co J O m O ^, L :3 Q I\ Cj Y — co C) m �' U)LO ~ ca 04 O It o L O N Q � T- w M 04 r o Z M Z N r E QID `m c iz U Q 0 01i JOB NO: 22-12356 SCALE : AS NOTED SHEET NO. 6.1 25' -0i' (2) TYP. OVERHANGS OVERHANGS r { 19' —411 I/ 51.6 i l 2S ENGINEERED CLADD CLADDING WIND P PRESSURES AND SUUCTIONIS FOR MEAN ROOFOHEIGHT 5T 5 ftND RSH ALLOWABLE /IND SPEED (ULTIMATE) 1140.0 MPH /IND SPEED (ALLOWABLE) 1108AMPH XPOSURE CATEGORY I C HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58--c-----1 / 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 ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 (24/6) or 16/32" EXP. 1 CY16) TILE t%2' EXP, 1 (33/16) NOTE: 1, PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32", SHEATHING SHALL BE FASTENED I' WITH ASTM F1667 RSRS-03 10d (2Yz" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. F NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=oft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 -10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2'. G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2% 8-10d H FGT_R 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5' TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 314" x 6" WEDGE -BOLTS _ J HTT5 4350 3740 5/8" ANCH. / (26)10dx1-112" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 114" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR 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 w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ 32) 16D SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 114" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16D 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 1 12-10d HCP2 1 590 1555 12-10d x 1 1/2" HHCP2 f 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 3112 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L 1480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY BARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+1- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). (B 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 612x (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. NT LEDGER SE ro FLO e IL IL GLU ID z I o (nv) Cl) ca co cri 0 SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-B �.amx ego (c � c l 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 ACl 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 .0 Safe vertical load Safe horizontal load _ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 0B/1T 817321 B/1T FORM do GROUT SOLID o � r� ' J e` U O #5 BAR CONT. 8F12-1 B/1 T O "V" LINTEL DETAIL SCALE = N.T.S. j i zl TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR BOTTOM OF LINTEL CAVITY J¢ F w_ $F16- B/1T Q co g Z tNOMINAL. ZD QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL o HEIGHT MATERIALS cT prf ecasflintels = 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. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. MIN. MIN.(1ARQ'D (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL ° O a 4 ° .M.U. #5 REBAR AT TOP ,4 ° ° GROUT MIN. (1) REQ'D e D G 1.1/2" CLEAR ° G ° n J a ° cn F C.M.U. 5 REBAR AT ° BOTTOM OF LINTEL CAVITY rn - o U Or to� nn -BOTTOM ow U O Z U /' REINFORCING PROVIDED IN LINTEL ¢ ¢ 00 Z u d w ,r, p n p ¢ _" C7 3 N a 4 Q m <% #5 REBAR AT BOTTC AS INDICATED 5/8"ACTUAL JMINAL WIDTH (VARIES) (0 Z6 a a LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the 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 IOW ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y"x1 J" TAPCONS OR TITENS *CENTER OF STRAP @ T/WALL TYP. U.N.O. 2x8 #2 SYP P.T. BASE PLATE W/Y2" EPDXY ANCHOR OR Y2" SBOLT W/ MIN. 7" EMBEDMENT @ 32" Q.C. & 6" FROM EACH END STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN T/WALL 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING WALL SPLICE DETAIL REVISED: 11/04/19 SCALE: 1" = V-0" O (D 5'-10" LL 13'-0" LL O 8'-0" LL O 4'-6" LL C 4'-6" LL D MIN. 5'-8" LL MIN. E 17'-4" LL LINTEL PLAN - ELEV-B SCALE: Y4"=1'-O" 0 t'",. o UJ ca 7 c� - L 06 X N1C6, N - N -fir, o ca C o c. v ti.. VIV QJ 7,6 A `f LO ` kk 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. E a Cn $ o o Cb 0 tn'",-) Z_° i v Ji ct a cJ LL w J LL u: o_ LU Z F�0) LL 0 £ @ o o W ' ccN `° 0 Win�0jO' m w Z N ce)Z d LL J C) U v W (D M L2 z N 7 z z o J a � N M 2:W L^n, .1 0 o l.L 4-1 C/'3 V LAJ g UNA /ILn N (_y _ v! � r U C W d Co" N O z® Q M¢ W Z M lJ- o w a Z DOLL Q N z0 I= cow X U Wo O C aFo ¢ ¢z O� Ww �� i Y U omo Z Z /) J ¢ z yy > S a So a mw WZ ) < as �E FL- W Q =3 0 ,o IIIIIIIIIIII� o or a O~ >M 0 Q � U � O coCN 4-0 LO ca .Q cV LO CV Q Nt L0 r E M N r_1 o Z 6 Y- O Ll E U J JOB NO: 22-12356 SCALE : AS NOTED SHEET NO. 7 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 CC -C WILL NO LONGER E PRO FOR RESIDENTIAL OR GENERAL 0, 0 ( A) NG B PRODUCED S 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. LAZING IN ANY PART F A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF G A O B 0 M O 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 18INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4,3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y 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. T DRAWINGS ARE T BE SIGNED AND SEALED BY A ALL ROOF AND FLOOR BUSS SHOP G 0 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. T 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 WIO 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 T P OF 100 PLF APPLIED VERTICALLY DOWNWARD AT HE TO OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2. 4. 1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2OF 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 LJ480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD, 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4. 1, 4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4 1.6. DESIGN COVER REQUIREMENTS: C-1-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 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA, 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING; PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED, 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 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 11 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. 4.3.6. 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']' 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/sprinklersysterns includin all risers and heads be installed whin 1'-0" building spray shall not of the side wall. P Y 9 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, be forms. Permanent forms be etc., shall made with permanent metal or plastic must 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 overpou and mortar along the foundation perimeter must be removed be ore exterior sollrtreatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls, 11. FBC-R R318,1.6 -An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by licensed before be issued. a pest control company a certificate of occupancy will The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'4' OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 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 %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. ca w o o.CD Cl- q C s 4 ✓. N cc S2 at �, � XW c `E a� C2 i 'e�?,O W/y a� *C* , .� UA q\Q UJI 2 a 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 - Residentlal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 W d E 4 N N v_ 0 .00 Lo � y rq�r� N Qj � 4 =- � LL LL w ro u- �-se T. t0 C I t ma 13 o LL , i 7 (0N� o 0 1 W co c� 0, M LO IL m w Q J Z N OU < 0 W M � M � Z N o g zo Q groom M U Cr) �Ln v 0 � w 2 O LIJ = C. N (U=,n fU c w ro UdTz� L 8 U o c N �Q N C, IIII� o co w M a z z co EE wo >� 0o o co 0rD w'z Z® o-0 UO co �O 5. o < a V 0a OCL N O �o <o a z �W ru C Z$ OV y0 m-M 0 ow z N J aw �z cn 0 M zz H Q nw v < �. aLL �G o <_ `� >z CO c! za a �� .� ip J �cy) Q m co O co <^t Cr co O (n i2 � N C LO o N "t O LO N <C � T ui m CY) N o z 3 E cc CU n E U Q p c JOB NO : 22-12356 SCALE : AS NOTED SHEET NO. S N . ,n.:. ,... :. , .n n...: n. ...�.—w �.avnr we.w .vn.�a mn m: �mwnllns�°s' n _ .1 1 ! I... s �. � � R -'u�!' �t�l.. ! 1', I :I 'I II:II W.!"' ' R'R ; 1 1 n i I !A! !I � ! � 1 ! •. I I ..., ' 1A I A 'III t� �I' w 0 i m N 0 c 0 CD 0 N i tom.. .8 3 tz a CL E H W Ca 0 W tz 0 C U i U O C C U J a� t� Q 0 tl N N 0 Q m 0 THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAx1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21' SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O O O 5'-01110 Q — c� Lo STUB -OUT FOR 1'-O" 0 9 o GAS METER O - o U N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 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" @ 241 O.C. - 13'41 (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 Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 nel wood panels Two 314" wood panels or 2 x p .- 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x—+ 5/8" or 3/4" wood panel 1-1 /8" or two 112" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1 /2" 602.0 wood panels 2 x—+ 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° r / 1/8" gap FILL CELL w 5_ CONT. #5 STD. 90° BAR HOOK STD. 90° HOOK r— BOND BEAM CONT. #5 BAR #5 CONT. FROM 1C FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION a) INT. BRG. WALL N.T.S. 1/8" min. Small 2" min. 2" } gap max. � 4 max. Q Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit —� 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 1 rnnih SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.` consideration. Check local building 1/16 code for appropriate Zor=20sinker details in One 10d box areas=20 of high lateral load. nail each side at bearing. Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls Provide adequate bearing for each lapped joist. Squash block —10d nails (2x4 minimum) SECTION INT. BRG. WALL Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Web Stiffener Fastener Schedule Joist Bearing Location Series I Depth I End Intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® 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 BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/811 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS T 5/8"D THRU BOLT SIMPSC w/ (22) NAILS T R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGTTO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION Joist When joists meet over wall, provide kit �1 3/4" minimum bearing for each. ]-Joist can be offsetIn Use 10dx3" nails at Vo.c. for all joist blocking panel *Non -stacking walls require additional consideration.-- 61! A 1 2' ROUND HOLE MAY 6 611 CANTILEVER DO NOT CUT HOLES BE CUT ANYWHERE IN LARGER THAN 1Y2" 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 1y" 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 %2" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. :�® LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18)10d x 1 112" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION up to 3 to avoid vertical plumbing TOP (2) #5's x 4'4' 3" max CENTERED @ PIPE JOISTS OFFSET A/C CHASE 4" PVC PENETRATION N.T.S. SLEEVE THRU STEM a ° WALL a ° „III II�I�I—� I d d a ° _ 00 FINI H GRADE m=TIT�— TI_III�III�IIh�III IIIIII�IIII li�i(TTlil I �Il�lll�rl' I 1 Joist hanger Backer block (12" wide min.) Nail with 10-10d nails,— Installtight to top flange. SLEEVE THRU STEM a " °.. SEE PLAN FOR e• a . • • e FOUNDATION INFO d' STEM FOUNDATION GRADE \ Filler block. REINF. SEE PLAN Nail with 10-10d nails. Backer block required where top d b mount hanger load exceeds 250 lbs. Install tight to top flange. ° III I II II 1/4%2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. 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 " depth I -JOISTS BUCKETS N.T.S. �A/C CHASE 4" PVC— (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. PLUMBING LINE PVC OR SCH40 SLEEVE ° "-- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' _0"—\ CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE t—PLUMBING LINE CD SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE d 7 d C 4 d 4°'i• -TTIII—I d d ° a SEE FND. PLN. SIZE & REINF. 1 as` , ¢n o � w o fl• r- O t ;-, C N Gi N -�- C i % sa y A oc o.. _ %ca _ � U >r i C� 10�O OF `5 °• U ¢ w z HIV- CJ �o'�, °'• f. Lo � jo '�01zzSSJWkI y a f.l. . To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W vE 0 a 8 C'I 0 0 , - m N CO ��� V CO 0 ��"�- 1n # N 6M'r14 C 9 LL LL Lt Z '6° o o coo - o W o��� o Z � NZ co L L ZN OU < 0 W 110 z N ch o o zCoCo z o � N z o Om 4--' w w g V) c in c} c w � r— — E Rig— 8 _'` x ws 6 V O N c U) ° — C W Y 1_ o ffi co ¢ z o Z < � EE �°Z® _�� Cox0 _8 O E oa a o1 d z N i p 1 o �w ao = U o0 w0 mo Z Oz z wm aw t N oho z W C..) Ro =G '0 J o cfl w¢ >° a F � _¢ J 12Ap >M m E m co O O co V / 0CD � CV m a Ln O '° r11- co CV .� o 0 -� 8 CD LO N Q zs LO T E c coN Z cc a iii r E q @ rl E U Q O c JOB NO: 22-12356 SCALE : AS NOTED SHEET NO. SN 1 7/1F 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"16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2x BLOCKING HORIZONTALLY@ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. FOR UNDERLAYMENT @16" 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 10'4' (R302.11) 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°4/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD MNGARAGE SIDE IF 1/2" GYP, WB I.) @ ( z APPLICABLE, d. MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O:C. @BOUNDARIES, INSULATION PER CHART ON FLOOR PLAN 6 O.C. @ (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24' O.C.} TRUSS @ 24" O.C. U.N.O. " r 2x P.T. PLATE 1/4 DIA. X 31/4 TAPCONS @ 24 O/C & SLAB &BLOCK SL EDGES AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH •c @ 6" MAX FROM END OF 2 x PLATE E = IMPSON SP1 w/ (10)10d NAILS 5/8„o x 10",,J„ BOLT @ 24 O.C. W/ IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 `! M (TYP.) 2"°x3/16" PLATE WASHER TYP. STEP, SIZE OF FOUNDATION AND w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS TYP. co (TYP.) WWF OR FIBERMESH ELEV. 0-0 " OIL (ALT: 1/2'x12 TITEN HD @ 24' 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER A.F.F. O.C, OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 2 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 o ° SHINGLE ROOF, SHINGLES TO ° ° _ °• ° ° p @ 24" O.C.) WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH BE IN ACCORDANCE w/ ASTM D7158-CLASS G H ASTM I-1 m . ° I = I �I i I-1 11= _ _ r I: �=I1 L I II=1�I-III=� � ° a - ° 4 ° ° ° ° ° ° z ELEV. -0-31/Z �31/2"MIN. , �31/2"MIN. , or or D3161-CLASS F, IN I I: W=_=3I1=1I1=� P • I Fill I III=1 1=1 ' I —I LI=III h ° _ _ -_ I ° ° ° ° °� a a ° ° ° 2x4 COI ° " 0 A.F.F. p LL 12 -� ACCORDANCE wl TABLE R905.2.6.1, FLORIDA BUILDING III I I=1 I-L I —I I r I =1�, I I I I-1I II I' ° ° ° ° ° ° i i° ° 4 ° ° a o `„ ° ' _ I -I I - 1/2 (min. - 4 ao •. -I -T �- 9� - =1�-L 1/2 (min.)- 4" oo D ° -_ _ — (TYP.) VARIES CODE 7TH EDITION (2020) — I_--LI I 1 I I—ITII— I —III— 11=1 t T l P ° ° ° 4 GARAGE DEPTH VARIES ° " " 31/2 (min. - 4 �-' I _ - - 31/2 (min.) - 4 '�_ -�' -y " " 8„ _i �[�]T�iiT RESIDENTIAL ° 4 5-T INSUL ION LE ROOF SHEATHING - SEE N TYPICAL INTERIOR BEARING III - 2 #5 CONT "-' () 4 1-4 8 2 #5 CONT. TI"I��`-r� () 4 8 FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rGG GARAGE SLAB AT STEP rB, N. TYPICAL BEARING WALL STEP MI SHEARWALL C U.N.O. MIN. TYPICAL BEARING WALL STEP CC ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 " � "= V_ r SHEAR WALL SCALE: 3/4 -1 0 S3 rr_ �_ SCALE: 3/4 -1 0 S3 - 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" "X" ALUMINUM FASCIA p5� GYP. TYPE @ GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ABOVE) W/DRYWALL SCREWS @ 7" O.C. EE STRUCTURAL SOFFIT SHEET SS 2x S.P.F. STUDS @ 16" O.C. NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" 0/C EDGES, AND 12" O/C FIELD. CEILING & 8" O.C. WALLS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 0/C \ O�Nl�`Up 5 `�./ 1°°�`�"� 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY 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 PLAN FILLED SOLID W/GROUT 1N P.T. STUD 2x BLOCKING HORIZONTALLY@ INTERVALS VALE N INTERVALS NOT EXCEEDING APPLICATION 10'-0" (R302.11) SEE SECTION C/S3 FOR 1x2 P.T. HORIZONTAL �I #5 VERT. IN FILLED CELL SEE CC/S3 OR c.1 } 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @GARAGE NAILER 8" C.M.U. TYPICAL G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. STD. 90-HOOK (SEE DETAIL) „ „ TYPE S MORTAR BOLT INFO. 5/8"x6" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " 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 3500#, MIN. TENSION 2600# ) ARCHITECTURAL FINISH (6)1/4"x31/4" TAPCONS *SIMPSON SP1 SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24' MIN. LAP] #5 REINFORCING J SPACE ANCHOR - ^ w/ (10)10d NAILS - r 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR ¢ o BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 T END OF 2 x PLATE WWF OR FIBERMESH E 1x2 PT WD FURRING @ 24" O.C. TYP. ASSUMED FINISHED i GRADE .. - n c� PER MFR INSTRUCTIONS z #3 OR #4 REINFORCING BAR GRADE 40 #3 & #4 LAP SPLICE C) MIN. Fy= 40ksi a �, a 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL Z MONO OR STEMWALL ° ° ,p M I. p. -_ �. -� I—T� _ FINISH GRADE °O 2 y-60ksi] 25" MIN. LAP 30" MIN. LAP (GRADE 60 MIN. F - a [ ] — to D' O T - CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) FOOTING MONO SHOWN ° FOR CLARITY ° o °� 1> °O I=i 1.= - 1=III 6 MIL VAPOR BARRIER I t ° °. - 1= I=� �. 0O r �- T-, - z #5 REINFORCING BAR R 1 7/8 T� ° Tr 1x4 P.T. BASE NAILER _ _ p � -=! ° -i --1 I Fd I I--1 I I=1 I I= ' ' ��� #5 LAP SPLICE - -I�- 4"x4" INSPECTION NOTE: p - I=III -III�i 1�) =1 • °lit �I-III-I I �-- I (2) #5 CONT. 31/4 BASEBOARD PORT AT EACH * _ FOR BEARING WALL I I I -I -III T _I I i_� 1-1, COMP. SOIL. (COMPACTED TO -_ ° _ 36"MIN. LAP [36"MIN. LAP] ON 3" CHAIRS (�P' g" 1 �}" g" ) FILLED CELL TYPICAL _I -I =- W/ UPLIFT ONLY _ _ _ 'i I -I - 95% MODIFIED PROCTOR ASTM I I_- II T 10" MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER M AT GARAGE CONTRACTOR ? I =,= = III=III=III=! I=1 I III= I'= ! 1=! =III=, i'- !'- �I I I III-=1 -III= I -I -1 l-l-III-= D1557) - ,,'� 4" 1'-4" _ #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TocuTBLocoRPouR CURB DUE TO SLOPE -Ili ITi�',I .LII ITi il'I��Iii�; ilL� ill_Iil-lil=�;,- #6LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLABW/6X6 W1 AXW1.4 WWF OR 0- NOTE:EXTEND - FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE 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 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. SCALE: 3/4"=1'-0" C SLAB INFORMATION. SLAB INFORMATION.�,13�S3 M y _ r 0. ' ` ° I � 6 x 6 W1'4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARI S 6 x 6 W1.4 x W1.4 ° I I- 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 LI I o - '` II ` _ = z t min. 4 10d NAILS TO TRUSS TOP CHORD x FOR TRUSS BARRIER , D 4 I N ° ° a GRADE AT 24" O.C. MAX. PLAN OM x ` CONNECTION INFO -rN cis �= COMP. SOIL. I ° I I I (COMPACTED TO 95% = -� - _ _ - _ _ -. oo ° • - _ - T Ti 1 1. I - - TOP OF BEAEE & LAYOUT DESIGN �-- ° ' - ° ' '. ° PROCTOR ASTM D1557) - -- (1) #5 REBAR w/ OPT. _ -I=SCrREF�IV ENCLOSURE _ - Wil (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL _ _ - °; : . °°MODIFIED := _ ILr�sIl Inr I1,--I I 3" MIN. CLR. I_ I I I I I BEAM SIZE & N ,� d a ,- (2) #5 REBAR CON' . 1-4 (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK SEE ( 4„ I CONNECTION INFO M 4;, STORY) U.N.O. DETAIL ) MIN. � 2x4 P.T. PLATE I I 2x4 #2 SYP P.T. FRAMING w/ — r - SEE A/S3/J/S6 »sB I MIN 7116 O,S.B. SHEATHING TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L w O.S.B. z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCALE: 3/4"= V-0" S3 SCALE: 3/4"=V-0" S3 WPow > SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL 1/2" GYP. BD, P.T. 2x COLUMNLocATION Q > _j SEE PLAN FOR STRUCTURAL SLAB INFORMATION. 21HOLD GYP. BD. 1/2" FROM SLAB o w w COLUMN SIZE AND BASE CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM Oy �_ �� CONT. BEAD SEALANT SCALE: 3/4"=V-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND-- DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND :.: • : ¢ INTERIOR 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE PAVERS / DRIVEWAY EXPANSION JOINT a °' 31/2" COLUMN TO PORCH SILL w/ 1/4' x3' TAPCONS AT 8" O.C. MASONRY WALL AND CONCRETE SLAB 14" O.H.D. RECESS z 13" O.H.D. RECESS _E Nr r` GARAGE ATTACHMENTS & 18/D1 PAD FOOTING PAVERS r; `= T CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O.co 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 _,;t -- '�..'I �..�.'...:. -• - - :,:, • STAGGERED, FROM BOTTOM INSULATION PER CHART � z 0 SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' —1 — — a' • _ • '• ;. T- _ T -� M .,.' .:•.Q'�. T--=�1 1�-~ '•.' •. y - - -� d PLATE TO CONCRETE (MIN. SHEAR 180# MIN. ON FLOOR PLAN CONT. BEAD SEALANT w Q j SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS M - z b co - GRADE a g . • =1 I i • rr 1 O° TENSION 120#) CONCRETE SLAB E 6 6 W1.4 A �+ > "' FILLED SOLID (SEE PLAN FOR SIZE - I _ = III=1 I a ;— III =1' •.e• ' •.,:• • II_ I .e• '. ICI r x x WI �' WWF OR FIBERMESH T r, LU W AND REINFORCEMENT)c�LU ° , • Z_ ! I I —III W w _ -_I_=I I .., ... ' — • '' • ... ', - BRICK PAVERS SLAB PER I—aw� II _ II I it -- i .. III ! .:-' . ':. III -I _ �f iTf= - - °_ or 0 p o I M 2 SEE A/S3 OR J/S6 ff=-I I 'T l i rrr I SEE A/S3 OR J''/S6 -I I I =�IL ( I I- —I I I I r III— M 6 MIL VAPOR -j Y- _ - _ - �� TT(= I -I I I TTT �r' —I 11=1�T-- 0-0 FIN. FLR. COMMUNITY SPECS - - -r = �_ -� - I -III i_ I I =�- L�- - W -FOOTING U FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO, 3" MIN. CLEARANCE BARRIER r '—I I I I I I=I I— =_III^ I; '--' - =' BEYOND I— I I—i I I ,I I -1, . _I 1-I I' .I 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'4' (1 STORY) �'� PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) 1' 8" 2 STOR ( ) 1'-8" 2 ST RY ( ) 4" 4" y.�.. '% : �,. ser FouNoarioN SEE CONCPADATIO FOOTING WIDTH SEE SCHEDULE GARAGE DOOR SLAB RECESS J,1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG.rK TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL KN'� SEE TYP, WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE: 3/4"= V-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. iC�M c .Y ° C=1111'', 7 W L ;K CID N L r;= d d R� �.; � E i o �... i.- 0 e. U e �O • O �� •'•.•• FL ,. �.��' 4. 01 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. a) N dE Q M U /S 7 � W N r• N V co V # It N 5 J C J 25 LL pw JLLw Q. aLL N Z gym- � o � _ 'cv c5 � W O� co m w Z u NZ jw N 3 8 z0 W E3 17-1 Z N M O 0 Z o r 13 M z _ 0 m U a 0 w g N N LTW o U � ,.. E 8 U 000 Q m N o II� � W M M y a Z o F w. w0 z Zo QN z® on (6 V �o Up d do a z N ¢ K O ww ::3I C - 4z � m0 Oa' <w z aC:i Z ° Qa _ o� o �w r �- az wa = 3 >o Jo to a °U3 d' Z¢ O = a) a� >+ co Cr Y CO O (n m �N^ u , 41 N O N Q LO a) w M N o Z Z rri r Ow n E U ¢ p JOB NO: 22-12356 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 -v J w I N m 0 v z 0 0 0 co M rn 0 Q 0 a m E x v N c� 0 cal .m i U J t LO 0 0 CL N 0 0 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP 3" DIA DOUBLE 2x TOP PLATE --I ( )� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ 7 5/8" 8" TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ EVENLY WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR INTERIOR ❑ ❑ ❑ HEADER FLUSH TO OUTSIDE OPTION WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 ") 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2X4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER +*+ + + STUD W/ (3)10d NAILS CRICKET AS REQUIRED --\ SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 W/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT :: A = 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) �--ROOF TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN DOOR OPENING DOOR OPENING M LW EXTERIOR ❑ WALL WALL CLEAN -OUT A ❑ ❑ SCALE: N.T.S. S4 ❑ FU ❑ 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED 7 BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT ,/ il 4 a ° °a o - 4 4 e o a 4 a g" STD.90°HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION 1A — NOTES: 0 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. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O 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. G S4 WIDTH OF OPENING VARIES 4r FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J \ \ Q O FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N,T,S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY ...'; GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. 4 BOTTOM OF MOUNTING B POURED CONCRETE BASE FOR BLOCK WALL. RE6ESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGIt DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. MARTIAL INTERIOR ELEVATION SCALE: N.T.S. T�,yrA' 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE FOP a iARAGE IOOR NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK rK SCALE: N.T.S."4") HEADER SUPPORT NO, OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" 0/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER 1 \—(2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT. (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. Op �R SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 i. 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 4 �d a LINTEL 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD 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 SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD LMAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK Ir— ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF . ' 48., SPLICE STAGGERED r. • �10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ 14116d TOENAILS TO YOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS SIMPSON C P.T. ATE anwrwty ar4 8P2 +SIMPSON 101 ST TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 J M. a a d 2X8 P.T. BOTTOM P TE SIMPSON SIMPSON C SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SPt SIMPSON SIMPSON SP4 SP4 5/8"x10" "J" BOLT @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END w U a 2x TOP PLATE `n V 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. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SP4 2X TOP PLATE OVERLAPPING 1 NAILS @ 6" 4GGERED 3OLTS @ 24" O.C. aX 2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) IN. 8" PDXIED A.T.R. I & NUT 'OXIED A.T.R, I & NUT OXIED A.T.R. Z&NUT C ROOF TRUSS ABOVE /— 2X BLOCKING O -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/0) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C, STAGGERED A STAGGERED TRANSOM FRAMING ❑ o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES c 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 - c 2X8 P.T. BOTTOM PLATE UU I it 1 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R REV. 06.24.22 SCALE: N.T.S. e A cs N ;a W C.. , Ns o 6 W �«go �� *N .��• `J •• d �10. „ C% ' r� ram F' L O '. OF'SS10 `tjt, tFl161��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 Engine s signature and seal. as Q p " U 5 N O 0,� SO 'n _N �N C co � J N C3 Q u W JLLLL a _Z Ca C �' 3 co m N W co cp m Z in N Z° d K IL N OU t o Z w ❑ ❑ ETWI O � z z o a M z CU ca o �N w 4--) L fp w O w o c ! N �N ~ c� w J z m'..... � N m �M o� It m =` Z Z rj Q O Fz N Z ❑a F— o E XO �< Eo 0OO Sz WZ U CV Wz oo ¢o WZ .,mow L � C _ C Y �o ma o oLL z� >Z Z 6 � S tiw �z j ? p O q W J � �w w =� CD aO �C) J C ui rn B m c� ^ 0 Q co C1 0 C m L/iV� � 0 "a � 04 .� � O L{) N Q � ''"" mc M N o z z = r 0 c a U ¢ p JOB NO : 22-12356 SCALE : AS NOTED SHEET NO. S4 y SIMPSON HGAMV W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (2 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ \ SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS— \ \ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNS IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS --� 2x4 #2 SYP BLK'G @ 16" O.C. wl (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9 SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX. 9" BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL L SHE E FOR SHEATHING 45'± / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CR0 BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A wt(10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)1 Od & FROM LEDGER TO • SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. END '� BLOCKING ' 7/16" OSB SHEATHING ATTACHED W/ 10d GYPSUM WALLBOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAI ING C DUL DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT wl (3)1 Od / 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3)10d & (2)10d (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-1" OR \\ 2x FRAME WALL (SEE WALL SHORTER) '� SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING 1/2 CDX PLYWOOD OR 7/16 @ 48" O/C FOR THE (2)16d OSB SHEATHING ATTACHED FIRST FIRST (4) ROWS OF NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & AND 12" O.C. FIELD sz— BOTTOM ATTACHED (2)16d NAILS W/ (2)16d TOENAILS x 2x4 PANEL BLOCKING @ 48" O.C, FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED y� --�'�� THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1/2 8 J BOLT 48 0 C @ 4$" O.C. INSTALLED PER MANUF. x @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4)1/4"xl 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6 41 INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10dx3" @ 4" O/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT 32" O.C. MINIMUM 6" FROM @ O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 1Odxl 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB S ECT I 0 n � 2 V 1 V 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. Srj TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE- [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR _ r X-BRACING, AND TOP `" SEE STRUCTURAL CHORD BLOCKING NOTES AND NAILING INFORMATION `D SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 2' 1/ (2) 16d NAILS - WOOD TRUSSES `c 60 _ 2"x4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING 1 1 2 1 1 2 " RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) { BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA.. TRUSS JOINT " (2) 2 x 4 LAMINATIONS W/ (1) ROW 3 2 x 4 O O (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF LAMINATIONS W/ 1 ROW 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FOR FI 48 0/FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4)) OF 1 O/C w/ (2)16d TRUSSES FROM EA, TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 114" DIA. x 7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3 PLY MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) —GABLE TRUSS —1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 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 @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/G GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER MATCH BOTTOM CHORD NAILS EASP2CH w/ (12) 10d ( DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 REV. 06.08.22 AS PER HIB 91 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) —GABLE TRUSS _1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ l Od NAILS @ 6" Q.C. EDGES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION OF THE LAST LAMINATION ( - ) 2x4 "T" ON TOP OF PANEL L EXT. WALL CONN. � a 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 1Odx3" @ 4" O/C (2)12d TOENAILS NON - LOAD BEARING LOCATIONB. rD u SAME NUMBER OF ROWS SAME SPACING .C. ) 8 SECTION 9 SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ADDITIONAL INFORMATION. SCALE: N.T.S. 55 SCALE: N.T.S. S5 11NIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT 7"YA" MIN SFF M/Gt; CROSS BRACING DETAIL SCALE: N.T.S. VVIV 1 . U1=/'1R11 V1a 12" ISH SCHEDULE tTTACHMENT 2 SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP W/ 1 Od X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2)16d PER JOINT \— MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C \Arl1lln Trll 1[. [�CQ 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3l4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ z w \—BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER BOND BEAM MASONRY WALL 20'-0" MAX 20'-0" MAX "X" BRAC I 'CO W CHORD BRACING 2X4 MIN. I�� o i III ! ° ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2X4 #2 SYP BRACING EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"4" (U.N.O.) "L" BRACE 24-1 0`0" - 3'-011 3'-0" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2'W" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO, SIMPSON HGA10KT w/ (4) 1/4"xi 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) —uviv 1. �crnuva - GABLE END BRACING DETAIL SCALE:3/4"=r-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATI( SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. y� LU CD a CORNERJACK v W z 0 HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM 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 L AS PER BCS1 SCALE: N.T.S. S5 SCISSOR TRUSS SCISSOR TRUSS 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION ate' 7 , e 0 o an o 12 au \\9, O W tj+` 'W J * OF �a ' �.0 4 d FI,sFe/fe,lR�I`skh�4,. o the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 �£ 0, C 0 py yrN o 4-1 0.0 N �;py4 0F 0N U) c J M4a' LL C u_ 4. W JLLLL a 0 z —ern o `$ w N O w i �°_°' on ILO N z Q - Cl) J F n (y bo o Z W O❑ v M � a� � N Q p Ln v "- a—, R3 C/) w Q F N V 0 Ln u,J o Lv y Ln U) C3 a ic g 40 z Co CD co w cl' M z o z U_ r6E zo Wo<� � >N z® oa 00 �� O E r6 dp `i Z aZ w Z J �rp _ o O 0,z z z SEE y w� >° a z¢ a 8)3 In > M J © d„ 4i m m r co O .-� :3 0 Y coLO O 0 7 c o 0 © Q �--- E E N z Z O E O MI T V7 B a E ci _ ¢ o °; JOB NO: 22-12356 SCALE : AS NOTED SHEET NO. S5 3 W 0 i m N N 0 .n 0 0 J co N 0 -a- V C aN O� O a E 0 x 0 N 0 i 0 0 0 ti N LO N 0 0 N 0 0 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL �12 INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C / CEILING & 8" O/C WALLS 1/2" GYP WB / DOUBLE 2x S.P.F. TOP PLATE- ATTACH 2x STUDS ___J TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUjr AREAS. " FLOOR SYSTEM ER PLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN —/ NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" 0.1 BASEBOARD MIN. 2500 PSI CONC. SLAT MIN. PSI MAY VARY PER MUNICIPALITY d . (V ° a M t�—ICI _ III —III— I III- 6x6W1.4xW1.4 WWF OR FIBERMESH 14T I fl I Il IiLT� III I FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA 1 SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER w PLYWOOD SHEATHING U) NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO LU UJ 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD J LAYER 1/8" THICK. U_ uJ INSULATION PER CHART ON FLOOR PLAN W B R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4"x4" INSPECTION PORT AT W a- EACH FILL CELL TYPICAL a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH � 410 6" BELOW GRADE c % • FINISH GRADE ° ° ..� a;•.a- .LL .L iJ�l_TI: ° •. ° _ as 111�111 U'-STD. 90 *HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION REV.03.16.21 SCALE:3/4"=V-0" 56 SIMPSON LSTA24 STRAP wl (8)10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)1 Old x 1 112" NAILS TO STUD & (8)1Od x 1 1/2" TO BAND JOIST AT EA. STUD � / 2nd FLOOR WALL----,— BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8)1 Old x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION, SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS 'END SHEATHING TO IF BEAM OR GIRDER TE W/ O.C. OR TRUSSMOIST 2"x BOT. PLATE W/ (2)1Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED E S6 OD FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS 00 SEE FRAMING WEEP SCREED o czc f PLAN • INSTALLED PER MANUF. T C � • 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 wI (8)10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT: PLAT[ (2)10d @ 6" OX PRE-ENGINEE FLOOR TRUSS ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/4-16d NAILS INTO EA. FLOOR TRUSS u WEEP SCREED I ; INSTALLED PER. MANUF. C SIMPSON HETA20 w/ (8) 1Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK 15/3T' OSB EXPOSURE SHEATHING x PROVIDE x BLOCKING AS REQUIRED PER D o SECTION X-X IF Lu NOT FULL q HEIGHT SHEET C co z IL M G FLOOR SYST (2)- 2x TOP PLATE BEYOND I .1 15/32° OSB EXPOSURE F F SHEATHING W S SOLID 2x o C BLOCKING @ ALL C SHEATHING 0 EDGES (SEE OPENING SECTION X-X a0 C x W x E 2x STUDS BEYOND. u SEE PLAN A \-2x4 P.T. BASE 2x RIBBON OR VERTICAL HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM FLOOR CONNECTION B MASONRY 1ST FLR. SEE J/S6 t +6 3/$ SPACING @ SCALE: 3/4 -1-0 FOR AD1DITIONAL INFORMATION. 3/4" S� v2° r RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=1'-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION G/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ 2x BLOCKING' HORIZONTALLY GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 1U-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 'krTj—h CU •;a °���a.. ° 'i ° • .° Imo— _ I I It hJ II I LEI I II {3) #5 CONT. ON 3" 8" V-8-1 r 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. 112" 7f_ S I/2„ SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE `I�—iSPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICALw/ 7/16" FLITCH PLATE TO w/ (2)12d TOENAILS EA, END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X 2x CRIPPLES @ — 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" 0/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 8 SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END o JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT Lu PENETRATE SURFACE MORE THANYs". H ? , J NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL z x (D NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O w 0 NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. U) O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. o wl8d COMMON NAIL J W LL tL O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER C > Q O a� w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. �Poacn u> F °� W @(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL Z N w C) p~ MEMBER IF GABLE END LL c W NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 SEE PLAN FOR REQUIRED ---- CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 8d NAILS FOR WALL SHEATHING MUST BE MIN ,131 X 2 1/2 • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 118". 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 SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN • INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / BEAM 2x BLOCKING HORIZONTAE @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3116" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. —\ I SLAB W/6x6 W1AxW1.4 C WWF OR FIBERMESH E A'. °. . e'... �. --=IIIIIIIIIIIIIIIII ♦: . d ° a HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END (1) (2) (1) (2) (1) LSTA30 4' 9' (2) 3) (2) (2) (1) LSTA30 (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 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. SIMPSON SP1 w/ (10)1 Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF, 00 FINISH GRADE C? — I r F III I I o (3) # 5 REBAR ON 3" CHAIR 14" I 1 -$' I W/3" MIN. CLEARANCE i ALTERNATE FOOTING ry @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. S6 S6 o W f= .. o. r CD � '6 m iik LA N �! � 3 d = d C .2 � J °. d 0" s,`•'•r�y �dt' r••rrr• IlL 0 0 \` To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, W d E g4 o co 8 o N 0 m m 0 � N r M M .t '� W Q 0 u- --� Lau 3LLLL a Z �a c °� a � t 0 i 1N f0 3: O 0�°'°' W m Z � cv z° F aN zO U U O W �fl (D Z N M z � S z o � J N M N z v � o a--+ f0 W In '�+ U w C, N C N Oft u. r U o c `o D • ® 0 CO 0 N m em a w M z o z z 2 iZ E w� 3, =R z® z Da z U �4 0 U 0� go0a az ¢w C,O c _ c zmo p011 m } r� z � (0� N oa zz gow W Q 5 LL a o 10, t- o �_ ;o � zl� 1 < g, U � .0 C:) J >M Q 4 rn m m c� L O co co C) m LO �-- o � co N C) d' O LO tV Q r d m LO M N = o Z Z O In E a ca U � Q 16 JOB NO : 22-12356 SCALE : AS NOTED SHEET NO. S6 (MONO) SCALE. 2" = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 0, 0 3YP CUT TO FIT I kRS IN WALL 2x12 SYP BEARS IN WALL 2x6 SYP 2x4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS \ ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) / 'IEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER E PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLUE STRINGER CONTACT POINTS \ SECTION VIEW "D11 FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD v x SYP CUT TO FIT EARS IN WALL x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D—D SCALE: 1" = 1'-0" 3/4 PLYWOOD 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER FRAMING 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED-- i NAILEC 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: s = 1'-0" 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -- AT STRINGER CONTACT POINTS W7 L 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1x GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H E SECTION VIEW SCALE: 2" = 1'-0" SCALE: 1" = 1'-0" -3/4 PLYV ON DECI 2x8 SY AND N, FRAMI I 2x4 DRAF STOP 2X4 BLOC NOTE: 2x8 DRYWALL STOP NOT SHOWN 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN 4" AND 2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR —1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO —2x4 DRAFT RISER AND TREAD STOP —2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS —2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 ROVIDE MOISTURE PROTECTION LATTACH ALL COMPONENTS STAIR TO CONC. W/ -1" X TAPCONS @ MAX. 32" O.C. —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/J" X \ NAILED TO STRINGER / 2 4" TAPCONS @ MAX, 32" O.G. SECTION VIEW "C" SCALE: 1" = T-0" TOP OF STRINGER , 1x4 GLUED AND NAILED TO STRINGER FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO -2x4 DRAFT GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK STOP PER CONTRACTOR —2x8 SYP DRYWALL STOP PROVIDE BLOCKING MUST NOT TOUCH STRINGERS G --2x4 BLOCKING FOR 2x12 SIMPSON A35 F-1 ----2X8 2x4 PT UNDER 2x12 OR LSC EACH FOR NEWELBLOCKING POST / STRINGER TO ANCHOR TO. (2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) OPTION: 2X4 CUT ON OSB OR PLYWOOD BELOW ALL NEWEL POST bE��FLOOR BEVEL GLUED AND OR 1 a"X16" LVL FROM JOIST TO JOIST. USE NAILED TO SUPPORT ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND W/ SIMPSON H3 @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. TRUSSES AND VERT. SECTION VIEW "GI` SCALE: 1" =1'-0" F SECTION VIEW SCALE: 2" = 1'-0" NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = T-0" JOINT -TO )ISTS) NAILED AND TOP PLATE VTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) H ZX STRII 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR���t 3 ti( BLOC RIS R VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" e2 e* C" G j W CD U. °m U. A A Q- � � T C 0 �§0`\\\\1111111illftf�j N O ' C) � FLC) 4t, A�OfiJ: 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. UN W 0 g co 0, 0 go, N 0 qj r— U) to co Nv 2 'a N c� J Q W S2 o JLLLLLu Z_ q O N (O q W IL & Z ,°n° M Z d J z a O U v W r-1 ED Z N (h o� z � ¢CC) z o n- v, N M V) (� CD 0 (� w c � m — g QV w o -� U ,I.... w E win ¢ a w 4 �m r` o M M za m z J LL QE O E o Zo QU <6 2 ZQN Z® U < 6 wa UO l— Xv aZ nU oQ dz p z 0 L �. ro ¢ o � Y U m 0 o Z Oz z J ¢" 2 z u� r� o� O N V =O K U F- U J C:)w` >O a v =a °3 ,o Q M J Crn m n3 c� co O (n m � C CLND .� CV 0 C) L O N Q � T— m w M N .E o Z Z N r E Q � = a E a m ci ¢ o JOB NO: 22-12356 SCALE : AS NOTED SHEET NO. ST 0 0 0 U 0 i ig 0 J v t� LO c0 0. N N 5 s 0 V) 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 1/2" DRYWALL DOOR JAMB (REFER DOOR JAMB (REFER 1x4 r1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT TO PRODUCT y_ TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. tIX4. P.T.3-1/4" APPROVAL FOR CONN, i �/ 1x4 1 X 4 /' LONG X 3/16"� x4 FURRING 3/16"0 X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" FURRING TAPCON. INTO STAGGERED @ 16" TAPCON 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL 1x8 O.C. 2-ROWS INTO P.T. FROM EACH END w/ MIN, 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH n 1-1/2 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. ; 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. /, (2) ROWS 3/16 x 3-1/2 ` /,%� x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 f TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRINI / 4 FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2 DETAIL 2 �)�LI" STAGGERED @ 12" O.C. ,z-1/d" n1=T©11 x DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGSr SCALE: N.T.S. SS 1/4" MAX SOLID BLKG. AT TOP BTWN, ARCH BLKG. & BUCK ---- SECTION A -A Z-0" 78- 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4) 10d NAILS INTO \ — BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8' O.C. AT BUCK PROVIDE 2 x 8 DIAL. BRACE B1 VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW; SCREW — ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. �1/4" MAX EMBEDMENT INTO K.) it 2'41 SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 77`�q'__-2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 B-B ARCH DETAIL rK SCALE: N.T.S. SS 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2 x 8 45 DiAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END \_ PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAX. 8" #5 REBj (TYP,) FILL SOLID BOTH CELLS STD. 90' HOOK (1 ;1 71 0/// L NOTCH WEB AT Jrn FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 wl (16)16d • SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) -- 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH I. GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE --)— THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. „ 6 MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOT D N FURROW, OTH. H 0 0 F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR, NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY•---/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH --J IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY KT� SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL i FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION e DO NOT DO THIS 2"x BOT. PLATE W/ (2) 1Od @ 6" O.C. e #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" R e AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED STD. 90° HOOK 2x BAND JOIST W/ FACE NAIL 10d (TYP.) @ TOP & STTM CHORD, AND (8) YP,) FACE NAILS 10d @ TRUSS VERT. IdWEB — LJIL METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ' e SIMPSON HGAMIOKTA @ 12" O.C. w/ (4) 1/4x1 1!2" 5DS SCREWS ' +2 NOTC F� @FIRST COURSE ` e INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK S E ® *4**FILLED _ CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE—; PER PLAN F CHANNEL, FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) 2x SUB FASCIA ALUM DRIP EDGE • ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.G. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE SF01 STRUCTURAL SOFFIT / SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA / *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* W.W.M. AT PERIMETER WHERE THIS CONDITION #5 CONT. TOP & MID OCCURS WITH MIN. 3" COVER 6-0" g ►->� ° I I GRADE p p .' p �„_ ° SV p M z CV � • D ' \ It p (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20"MIN. (2 STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" 2X O + Gry + + + + + + + + + 2X4 SYP I IJ,�".I , EACH TRUSS /��� CONNECTOR M SEE LINTEL) / SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2X4 SCAB FOR 2'-T TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS / + REQUIRED TO �+� + SUPPORT SOFFIT J CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION SCALE: 3/4" = V-0" SS QFF CFdGFT m Amn SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED W/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT E 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE::,, - FILL 1st 4 COURSES SOLID W/GROUT d d d FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. • ° ' a' " ' OVERHANA...i .. d 4� d. RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1 r-011 5'-01' INISH FLO s . .... >�' > 4 ° p P #5 BAR � . p• • 1•0" d, • � 4 p ° .• CENTERED W/ g *a 9 H IN TOP o p KNOCKOUT/ N 1 - I � e ° CHAIR BLOCK MONO FOOTING _i ' ,A :. • >° SIZE AND REINF. PER PLANT AND SECTION DETAILS i_. CLEAN FILL o °. DIRT 4 z ffTANDARD o 0 HOOK iN #5 BAR IN FILLED CELL, -� •� -� ,p - Sk STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE. 3/4"-1-0 DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' DNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY LA/4" SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. N Cn 5! tL .' j W , o t; i o An V W as .� »• c a� o cca 0 W N `) i C O `� r U 14, ✓'jPfs.AA?0FE SS\0�� >P�l°l��rlltilt�3ti{���41�. 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 seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ;_ o � N Aa 0 �� q! N! ���a 0 � LL aim 'T V J LL W (3 JLL W w a 4 •= t0 C - s 29 O m w Z LO MZ N 0 a o0 xLLW��6jO' o W o❑ V M � Z N th z z og Q J -- - N V) z Q) o +-,, I'13 W O w o Ln N U C r E oiW _ 0. as Q N I� o W M M z o � z z � aN C co V < O Z® oa t_ C x U W 0 O d E N ao 0, &z ¢� L ra �,_zz Q ❑ :E• m 0 z aw N S 3z Q a N U W 0 � ow F F, =3 90 y0 a N O >M d' ai m L A ca Q Co U) .2 N LO cD N CD p o Ltd N <CL0 E M N o o a E .. v ai v _j ¢ o c JOB NO : 22-12356 SCALE : AS NOTED SHEET NO. SS 3 5 W a i m N 12 0 ro J co Cr 0 c 0 6 N i a E F Qi QE 1 c J 0 0 v 0 U .o a c 0 N a 0 Cl- CD N 0 Q m 0 CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG, TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF, SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH 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 - ^ CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ---� ----Z-WOOD TRUSS --/ A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE EXTEND FOUNDATION PLAN SLAB 1 1/2" I� (2) #5's CONT. T&B w/ - 4rr ° ° a #3 STIRRUPS AT 4'-0" WHEN DEPTH I- EXCEEDS 30" -- GRADE '-z 1'4' PORCH SILL 15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) „ 2x8 #2 SPF RIDGE BEAM . 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP 2" — — %a w 4" H Qcn 1 PORCH SLAB SEE -:- FOUNDATION PLAN - - ° ° ° `° a Lw -il �� z (2) #5's CONT. T&B — W/ #3 STIRRUPS AT 1 4 2 4'-0" WHEN DEPTH --i EXCEEDS 30" a LOWER OR GARAGE SLAB 1, SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. SCALE: N.T.S. 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT O OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. pA TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D, TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS - AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. z 0 Q W J W W W U) WOOD POST. SEE FLR CONNECTION PLAN FOR SIZE & BASE SEE �� PLAN EXTEND _ SLAB 1 1/2" (2) #5's CONT. T&B w/ 4111 a #3 STIRRUPS AT 4'-0" PORCH SLAB SEE =i WHEN DEPTH 7 EXCEEDS 30 FOUNDATION PLAN RADE V-4" 2 ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY ABOVE MASONRY INTEGRATE M KNEEWALL IN MAIN HOUSE REQUIRED I I MASONRY KN COURSES w/ w/(1)#5CON REQ'D @ MID 1 I � G a ° ASONRY T. PIER SEE FLOOR TO CMU BASE OR PLAN FOR COLUMN PER ELEVATION IF INFO EE WALL MAX 3 TOP K.O. COURSE CMU BASE W/ (1) #5 FILLED CELL VERTICAL EACH SPAN MAX 6'-8" CORNER FILLED Ak MAX 3 SOLID. SEE ELEV, I COURSE FOR BASE SIZE (3) #5's EA. WAY ,17 --° - -, • - 1 b_ ° q Q ° " I gu PORCH SLAB SEE - a SLAB FOUNDATION PLAN- LEVEL -- _ 7- 2 #5' CONT T&B / - z 7 CONTRACTOR TO INSTALL SEE CUT O s , w„ • ° _ r #3 STIRRUPS AT 4'-0" MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" TO DRAIN WATER 1'-4" KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILLr16 SCALE: N.T.S. SIMPSON LSTA18 W/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZI & ADDITIONAL 1NFt EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22"�� SCALE: N.T.S. TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" 'IMPSON HUC410 w/ (14) I FOR CANT. 6d INTO HEADER & (6) Od INTO BEAM - SEE iOOF PLAN FOR MORE l vFO I SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SCHEDULDE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR - COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A � A SEE PLAN FOR e TOP F�EAM IV SEE PLAN FOR CANT. IF INDICATED CORNIER SEE FOUNDATION PLAN FOR MORE INFO 5" XX COMMON BM. ATTACHMENT SCALE: N.T.S SCALE: N.T.S. MIDDLE BM. SPLICE OVER CENTER OF POST WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" = 1'-0" Y2" CDX PLYWOOD OR Y16" O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES — SEE PLAN MAX. 24" STEPS - SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP e GARAGE OR LOWER SLAB SEE PLAN SECTION SCALE: N.T.S. COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. RUSS/ OP WAI "FSEE PLAN MIN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2X4 #2 SYP P.T. PLATE W/ 5/" EPDXY ANCHOR OR J-BOLT OR Y2" TITEN HD ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT �e a MAIN HOUSE SLAB (2) #5's CONT. T&B W/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GARAGE MONOi 21 C%A. P W W Q- <i Q L eN s dm� C&- -,r- Cj3 �- .= 3 d ep y 5 p� � •;� a�i cGa CC CD � y �p�p�' �$111111S1itt9t of,v>>9,0 W iF �;� \ ll,ll41 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 An Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 w 4 o N p V .N�-. 5 c ro 0 .5 C J LL t? " " w a —' Z d' L N_ W wn} N °' C9 0 5 ��°_m tfu W 6 ,�j N Z d Z Nco O U - 0 W 00 V M c�- z � o �o z � � Q J M V) z I. '- cc (D — u_ Aw o F U 0 LU cn c �N S v x�8 LL, v CS _ 0 ¢ m �m ozi w co z o Z LL_ zo 0o Zo a E0 V z® oa CIOU - &a oo °I O E N z �o =o aZ �W W0 (O C n CY Z U m , 01, Z z Cn J W m a ° Q W z to co 2? Iwo � U a W 0- U � �� ¢p mw xt= �_ O M0 ui¢ oz �d aF 3 0 C:) = ` > M J O rn m c� ^ Cr 4­0O C Ln -2 .� tB N 04 0 d' O LO N C) C14 Q `_ a; c0 M N o Z Z N t E `) `' 0E a CU ¢ n JOB NO: 22-12356 SCALE: AS NOTED SHEET NO. D1 (MONO) I I I I I I I -------------- (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED ON FLOOR SYSTEM TO MASONRY WALL BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26)10d NAILS (G.C. TO INSURE SOLID BLOCKING . IS INSTALLED). SEE FOR 2 BLOCKING DETAILS FLOOR SYSTEM SEE PLAN EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE 2x STUDS G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN ' SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT 1 N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR JAMB STUD AO SIMPSON SP2 w/ (12) 10d NAILS 2x6 WALL,USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP O SIMPSON LSTA24 w/(18) 10d NAILS a°u• a�°o P. 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END A TOP PLATES LENGTH ON STUDS W/ (11) 1 Od NAILS TO STUDS ABOVE & (11) 1 Od NAILS TO STUDS BELOW, 2 x 4 #2 SPF STUDS C o AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 1Od NAILS (2) 2x HEADER G SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" SPF EMBEDMENT PAST STEP. kBASE PLATE -ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 _ Fe-1 EWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE WIN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS O 2 x 4 #2 SPF STUDS B O INTERIOR HEADER AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN EXTERIOR HEADERS E F TYp F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE g" 1 SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE r5r5 FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 1 Od SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (2) 1Od TOENAILS AT EACH (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS END OF SILL (MAX. OPENING All (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 1 Od x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 1Od NAILS END OF OPENING CENTERED NAILED TO STUD PACK FLOOR DECK W/ 10d NAILS @ 8"o.c. •`I� FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS" HEADER CONN. @ 2nd FLOOR W/ HIGH BM r9� SCALE: N.T.S. (2)- 12d TOENAILS 2x4 TO TRUSS TOP GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL QA BELOW AND ALT. BLOCKING INFO O A 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT I SURFACE U 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD JOIST SEE PLAN 8d NAILS @ 3" O.C. WALL SHEATHING (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIST END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) - 10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR d (1) SIMPSON LSTA30 w/ (22) 1 Od— 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 1Od x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF --SILL (MAX. OPENING WIDTH 4 FEET). `. IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 1Od x 1 1/2" IS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL --------_NAILING SCHEDULE ` FLOOR TRUSS/ ]-JOIST SEE PLAN SIMPSON MSTAM36 W/ TIE BEAM 10d NAILS & (4)1/4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER CONN. @ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 1 Od NAILS BENT OVERTOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x#2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/10d NAILS (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 1 Od NAILS & (4) 1 /4"x2 1/4" TAPCONS FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X COIVT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] 1 SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIC U.N.O. ON PLAN 2X CONT. RIBBON - TYPICAL BLOCK WALL ------ _ (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITENS )R 2 PLY GIRDER IUSS. SEE PLAN FOR )NNECTION. =E PLAN FOR CONN. - 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS GIRDER/COL. CONN. @ 2nd FLOOR SCALE: N.T.S. AaWTI 011; [$1M919IL� SEE PLAN FOR I I NAILING AREA (TYP.) COL. SIZE I I I (2) SIMPSON MST37 / l) STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER II (BLOCK SOLID) SEE PLAN FOR I I COL. SIZE I I _ = SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ .. MIN. 6" EMBEDMENT SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. @ GIRDER r7 SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2 WS 10d @ 3° o/c A krFN L9T��02�� TO PROVIDE 2x4 ON --/ TOP OF 2x8 TO ` BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS -- PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. TOP SPLICE DOUBLE 2x82x8 TOP PLATE 2x4 W/ 2 ROWS OF 1Od NAILS @3"O.C. (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B 10( (2) 2x HEADER SEE PLAN (2) 1Od TOENAILS AT EA, INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 1 Od 1 Od x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 1Od NAILED TO STUD TO STUDS ABOVE PLATE PACK w/1 Od NAILS FLOOR DECK @ 8"o.C. FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON LSTA30 FROM WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTI01 OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT• CLIPS) NAIL BACK LEG OF CIPPLE HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUTS DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C. TYP T & B (2) 2 x #2 1 SYP U.N.O. 2xCONT. T&B (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. I BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT TOP AND SIMPSON SP1 w/ (10) 10d u NAILS AT BASE *PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS 2x CRIPPLES TO SITUATION. CONNECT G.T. TO MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ STUDS BELOW (24) 1Od x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) AA ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO SIMPSON LS30 w/ (6) 1 Od x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END (2) 2x SILL PLATE 2x STUDS @ 16" O.C. ALT. HEADER ANCHOR SCALE: N.T.S. d W U_ ¢� o a #vivo Cc -._ d - S - ��d d d o. o - d u 0 //j�` ., �� n W/ �j/�`', .. N .,.4„4 U o� �0 -, •�• E L U ... �\\ 1/4�dFESSI��P� 9" 111111111111101\ 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. �E 8 y SO N 0 Lort N yO > 10 ♦/ N V l a r0 L—L u W a 0 o W � 04 W og o °' W rn °' m W ILZ N oU o W ❑ V M z N o� z � z Q Q � N M (n a VJ � +-, cn i6 w m F � ca V OLLJ g V) c w. W F— J Ea A mi4 _. 0o� N 0 co M o z ¢ LJL Q O E W� QO �� � Z� ¢N z ® oa V O 0 O o E O N az o o wz rp C 4 ZZz OY m 0 Fo z� Z ^ J w m Q W �z W 0 z 1w o Z 0 >� IIIIIIIIIIIII' ED v a ozla � 3 �O 'M J O ai cc cc 0 a co O �—. O O W 0 N LO o 04 0 04 O O O N U') N <C U-) r M o Z Z iri r e Oca a E U c JOB NO: 22-12356 SCALE : AS NOTED SHEET NO. D 2 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 t 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK .. AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE 'V' SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure 1 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 seat with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked asRinstructions in each detail that corresponds to the numbered items in the list below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary WEATHER ✓E BARRIER & !ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING (SEE DETAIL WP07) ED FLASHING E0 SELF -ADHERED FLASHING NAILING FLANGE 1 2 8 1-L^VI IIIYV SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 81, CMU 4"OR8"CMU (PER SEAT DEPTf- FILL WITH GROUT SLOPED MUD BED - VINYL SHOWER PAN WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING C SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) E AM SELF-ADHER (D 1'4" PER PLAN SHOWER SEAT SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6"- USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST 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 CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means BUILDING PAPER of 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 1 No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade OD 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. SELF -ADHERED FLASHING 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER , Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB & HEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW pp g g pp (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD 4 :LF-ADHERED FLASHING kTCH ,HERED FLASHING 1 2 4 I5 PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A 0 a �o 00 SELF -ADHERED FLASHING INSIDE CORNER Ground FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3.1/2"INCH FLANGE ^� THIS NATU DO NI DRIP ACCE SOFFIT/CANTILEVER SCORED prevent the 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 REL DHESVEASSHOWN)EASE PAPER TO 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 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 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 7 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. ' 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. 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Contindously 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 t B r' 7. 7.At built-in clutters. a er esls an ar ler Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) -ti o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS tAL FRAMING AL SHEATHING ;AF PLANE WRB AK WRB Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED, Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all F eel$ 0 0, CD LJ_ c' c"- c ci Oi F2 R:: co K tea G H e� ,-6 Cc N d. N 5; _.coCc Q. a CC m� 0 N N O N O N 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. fA Id" o 0 Aga �r N O V W � N C W # W rA M vID Q oU_ L L LL W a Z a Y LU rom 0 W �gpjO' m W � NZ d IL IL aZ = N O U v OU co W CD Z N M 0 0 o Z m N Q J _ N U) M N Z o (3)CD a--d C n3 w -� O 9 LLI N Calf c) LU '- - OEO L U 1 ! _ E m U 'o W °N N Co < 0low 0 NI co co co" coS 2 0 Z Z J oo 0lv a E ¢ z0 W K I_ 0 CL x U oa ,O o� O cv10 y q01 z .8 dZ �W C ¢z U mo Z Oz Z Q! N J -2 m �� Q W �� z N c� F- a m o ¢Q c ;o v 5 a x o3 .N p J >M C0 12 03 0 L_ 1`11.1 Cr Y O � (%� mco N I _ .i--+ I.(') O -2 .0 N 0 .0 �t o L0 N QNt E co LO N o Z iii f E O Z C � Eo •• a ?3 c a U Q OM JOB NO : 22-12356 SCALE : AS NOTED SHEET NO. WP1 � - I � (2) Q) = Florida 0epartiment of'Susirress &Professional Regulation pilligill Florida Department of Business & Professional Regulation Page I 01 . Florida Department of Business & Professional Regulationt PW 1 .ft Florida Dope rtmant-of Business ll�Profsrssfonerl Regulation � po'na, I .f2 — Cn CU (3) 1 -0 > 0 I Building. Cordesand Standards 1 insr4a BuIldingCbd6s; ard[Standards tartioi BUIllfill Ciodes and tbandards, j=41 Building Codes arid Standards i02421 = =3 '-' 11 a) 2 _0 Product Approval A � . pplication Detail . Producit Appiovall Application'Detall Product'Approvall Application Detail Product Approval Application Detail " (1) 0- a a) Q_ L_ ____ - I - �iiiiiiii�llillll!li�i!l--- insimlommmmm EME NOWAREMEMMIl!liii!'i illii iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiim�1 I 1111�111111111111 I' ;Ili I ,�iiiiii�i iii i I - � Mal 1 1! a I i I 1! 1 1 !!III! Bill NE= 20i 2& MiLlIalcitilit Mk 2& ENEEMEEM11111111 — i It NE= ;I L i I I I I I 1, I FMOBBEEMOSEENNE�illillillilillilimi��il�11,111�l!llI nomenomigmum ONE I itmill 1� = co -0 0- I. MM version Marludscrul C.Firstal YAWAIIIIJ& � ,, submitted -It= ..."Aled Alm &;_ sitill . ;WI 2a, batilimdria Ads lataws �ff& thilit, or Di DI core Pending Dialts, cods 1XIIII Version L Marsol I olunor lindryor Shona.&LI-olt pa -Dillut Cate Petrone -00 autornithid I Acorov.j Anorl XA!Ll. . -Iii (D (D Revel -it 202Q, Them-T,lu Corporation sleveAllisip.rawl l_yr,d­F,Scl,,rrlidt RE Ryon Jj87K I IM7,2021 Owlai Iqrl.�mw 171rI5r1=; Approved Ara version fitinfifiratruror -rignilitift Litense =Kda. Va[A%W autimiftist WAritroval Avoroved 1W V"oo verstriecturar Cortool, Vollibitial so V.R&ld Itubouthad FBCAWMJII 1113i _c"ot , a 0 -I- W -t-- 00"ory E;&&r Dow. (8M M-7628 PE4S4W - (813) 'L , - I Anthill 204 loCTIndustries I 11 I jeneRescatild ECC 0 - C I Miliml-Dodai S= - VAL . 119,E,2020 1110tiV2020 I 1IM412920 -Approved Reval 20V MI Wadoolitand Doors WintLaninger Arni Archirevirm Steven M. Ll FIE . . iwarl= itt,!IBI2026 10119M20 Appr-O'd Frai 2020 ]VIVIII1.4twill Di OategroW"Livifidavis' Brant Burger Annal Archileclual St- III. Won. P5 awlsad-3300' lisionviectur-ArliIsocil (717tJ17-i 11122f= 11122f= 11j28=20 Approved s itubcateritor.".Ning Exterior DowAseemblies, I I , L i.ja.l.erswt0ihormzI I' .ouligni loindo,lili. (94j)4$6-0100 q'W316�25" catel Wridavis M.nuffirturars Assachriflon (1`17)365-3.00 (117�317-1$454 I tositilhortRtriadcorn sulacallillory: Filled I . I bstillnolly.0thlyinixon -0 ;-Ompilaroili'llikelli Eilattill Flopoittrolina m , I . . EMbCd.g.rf--atle Hong COmpilloollar poitoonsthapgonduoureac, .171 suloodogent Harizonsoislider Lit ' k lill or Using CWV,eAo.g, 41 CVrhplfliar�. Modri Varldii,al Mork'Ic-Lil (D 0 -0 pi Registill torchloot we Ljorinsei Florida , , _ L I pfoleastwil Itinginvoir IO.O.d: 0-tafficti Afiark or Usfing L" 1� - ' , qatfiloI L 14C11 "'� ' I " � " ... - ' � " "' "' '_ I , ,", ... 1" , :_ " � ­% � , - ­: � - ...... . 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Wit Itilisistiont Prostuns sea As Product Modal Number or Nal Predutt Doscrill contract Isailrodixt cars In HVHZ Qui HM it4oblam Pressure - — :-�.- = LL Seq W Proft ot fillogial Murn bar or Wain L larol Description 0oribir3ft EX61ral Date In HVW at9i HVIV ResAilarit farasel 2 CH5600 Q.rg- Were tril I I vi"Ifiql H.ng,ft.dioky 0711012025, I I Vos Yes 'i'" N�A I HS'Isil,leffi andlitiong.from. I 73A214swidild0loss 02116nozill 1, No Yea No '_M/ .811 1 III PW 7i!l.,72'In"t.d01pl 04)PS0022� No 'i'a, No .01.60 C .0 — - ca -Iii M 1 a Thermiti-TTu Fiber,Oial and Stropthi NommaIOUQW8 illoupthign-ImpeclAquot Opaque 12iii CompositerEdge Fiberglass SJnI;IiD6or I ft. Yts I No NJA %+.- (Insving/Outtrivini Xioonfigurwbor� Ln -0 2 b. 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Thermal Floser-OlaWo'and $mooffi-star rqofirthal 746y�WiO-iq'Lt�tNon-Ini�oa*uot,bo4ue 12milr2m � I I No Yes No NIA I Domposile Edge Fiberglass SinalleDow wth I sidelitoi Onsulifitwoutineiv; KO; Ox or OX0 =Lifligilmil . one) 0! 6 L f.'rharmall Fber-Classo arid Srriooih�star , , pusquot; Opaque 1261 12022 NonthaIL(itIll &q�OtNoft4lmps , .No Yea No NjX a Florid Do,palhior4of8usIno"-&P�,OOW6nalRogLi�atipri I III I a I Florida [)apartment of Business A Prot" qtj I P,tagUilabon al a , L - , pi 1 of I Florida Department of Business & Professional Regulation pos. I W Gorriporatte 15d§a Fitte0glaseSIliglaodor Building Gddesond Standards 115120i L L lituilding Cold . as and ftniclards; i&=I I I Buildin CocesandStandardis 9 lMD21 ,- Ithoplivinijillolulb;*'it;:'Xiconlipurd , on) 7 g. Thisani li'lloor-Claseiroand Siritaolh-Star Nominal M#N;Q4qlu5tNon-hnpr0o1Aqvo� Opaque 1Z�112= No Yes No hill L . Ownposili E09 , of-FIbIlarisSinglitDow voth Product Approval Application Detail ProductApproval Application Detail Product Approval Application Detail I idisiftels) (Itisivit'WOUlaxMil ' A. OX or OXO ii" lit''! 11111, 6onffgi0nouIoil4 � , I 8 h. Therml Fij6ar--0Iassloand,6rnooth-9tar Nominal B40b�;O-A,quat�t�on-lmp,ac*r�OpVue I�WW22 No Yet No Will inil i 111111 I iffiffil 1 11 I I Composite Edge Fiberglass. Ddul lk th Without 81dellities (IfilivillnWOulfirvionil XX,w OYXO I &d. Entri, � 20 Dki Dan Final j�um C-64 1. L 201. oat. Dot. penal 20 fm Entry I Dal Jud, pate pending Data 4 cwtillprotiol I= Varol- stortulawwror clont Vanowiltucei liradidated W Vaildorild &*,*ad Fad Awrolial Aoraovad a" Za Vale- Mistorwituro Contact an", & Licanes, ihajol so Validated Subjulgilidl FKA-loval A,,,-d a" I= version Matiftititurifir Contact Sholfirol Validated W varlidaw subm F50 Achroval Anproted status 9 I- Thenria-Tru Flbsr-Ot�rssivarzl Smooffil t4om6.0#30;�$,*uot,Non-Imp,aa&quct,GWed 12a1=22 , No Yea No, NIA Alifirmal 2D20 P13T)ndilsolls, I . Jilloirribsoi litstrit-oado lirl - Clip? MjarnI,0adaaCC0-'VAL L, 1IMM20 1 loovnx . 11M 112020 I ?"IPPI'Vi" Froviel �Vil fifiW,rd-I Driors I � Brant altol Lots R Lomas. PE sl 14 Lift FIG , iorliw�"= 10109II IWIV2,1111P lvi=po Approved MIMI 2D20 , PaTInd3loidl Jons Foori Warol-Di BCC0 .,qFR Mbrrg�D.do $CC0 -'VAL , 1110020 1­1105i2820 - Q;P Approved JIM112 0wriposits Edge Fibilingfzires-Sin0ioDow , I cistoolow Wit,choa L ' (941MOMbl) �?Ias,315�25 � 10l! 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Cyrdl; ft a , , 70 Data 'in HVHZ oliglailds KV Rothman ,,, allurre _'111 "I 1,111 lkqf Product Modal thantial product Delpffollor, contract Expirsition'Cato In hvffz Outside HVH Ituslistal pressure WthoutWall jIn,WsAng11bUhavlrj�,XX,w OXXQ ' -is V�11�**Vd Wrldlivic. L , 01 Yes Yet, Y_ i Gill Assurancor ArconavaefforLow Ancrovildforthus In lifibeat 999M I Mullane, WAII DOM and Wlildoes, Aillifinjourn killmons GWI yet Y. Yea WA owllfll�oastrbnel sel" Produttitiodal Nombar-romia ,r,)r&o,t tilloarratusilLilill Outside flairfidal pre"li I I .9 12 1. Therma-Tru Fiber�_Ial andSmooth-Stir Norninal 7&#$9iO4uo1;Nw4mpLad&i Glazed 12131 r2M No Yes No NMI, 2 6764 A i2li No. Yea Yea WA � rnposrtoi Edge FlbwVtjasSihdf,�Dcq, Po , iihosovilglOwtsworl Kgonflitoratwi Is .. Thearmal Fiblir-011issioarld Sm-hi NQMI"I'I&#�gp&q'�.fl�b�l,�p��aqU�CLGI-.d f2ill "IsloSingle.Door ' &orril I�Agis pill Nth , solital ilhaWng/Wo,viiii Okor 0)(0 No Yea ,No I .citIltivuradil 1 14 n: Themel Fifibeir-Classic andL Smooth-Shor N�o"ibi.*�19:0&quc�Nor�IMppct&qucg� Glazed i;iaiil No Yea No Nfi � _ , Z I 11 ,Edge I I I I I Ill :0001' I I , 1 ' "OL Uts , rlg;'X� " "i u 0 ' 15 mi'll ,,or P, Their Flip -01lialopiollfid.Srho -Star, , I L' I , , ') , rill a& U, 4400thlbit'l , Glal I - a"._ I �� 121$1 I12022 � I q, W Yes, No, Wal, I L .# C I lij jL 0, I ' , [a ' I � 1), r Wth ' I . L' '. '. I Mill In � : �w OXC corittgureffoul , I L Florida Department of Business & Professional RegulartIon , Poo I ,11f I Florida Department of Busin"s a Professional Regulation PW.zcT2 Florida Departrinent of Business-$, Proliessloral Regulation PageLi"i 16 p. Thermal Flibar-Clal anri'Smooth-Star Ncrhfihal'isli#3��O&qUothlorj� ' Impact L ill Glazed 12iii 1110 Yea No NII Building Codes and Standards 1 11I Building Codes,and Standards 1002021 Building Codei and Standards III . I , Compoolits Edge Fiberglass QoUblill With, a Vilithoul eidolkesIfIrOlviWoutilryingi *w Qxxd corrilgilrotirl L Product Apgrol Application Detail Product Approval Application Detail - , Product Apptoval Application Deltall W 17 ,q. Thlshnna�­firu Fillow-jClasak, end prindoth-star Norninat 84#39:8,Zliquot.Nor-Implectillri, Opa 120112022 , , ' quo W Yea NO N(Il ______ ii!�igiji �iiiii�i�!i 1 iiii!iii��ii ____ I I — ili !I �li 1, � =�� � IMENEMENNIffm ' L I . Compol edge Istiarglass Single Door Wth TMnsom(lnsWt,SK,M"ng:CIXmnfouration) - - mmm� �:i Rum I I is r. Thorma-Tru Fiber�Clarl and Smo-th-Star Nominal 1M#3Q;8,4qu"w-1MpevIfi,quot; Opaque 1,21311i No Yea No ft code anatilliv aillut ic%#L?Qjrqbsd b" Code Wrl lin '20 Q0.10" go 140 Us 911" pi Pending Me C=.It. E490 Filrorgleas Single oon�'i tilde tel "'Tranicim(lineiroilhig)WIsI OIX , CY.. OrOxw6090'W"guraboi L I 1i yabi laornionsol Rovelan 12020 James HamitiMildifig,lilrodurds. Ina. I I I till = "d,fild Chad pani V.And"Tah JODSourthlud,PI 19:1 iWitaidled FBC Approval 011,051=1 12AAM20 614W21 � I I ADM, Status ,dIrt? FBC Appi M(A V4111011 aligglailigal fti ,�020 Allildis Contest Slighrilill A License Validated EW Nick Thornpoon Lyndw, F, Gchmkg..P.Z. 115iial J. lung, III volwwd Submitted FBC Approval 021164021 'm4ligii,21 02=b2l A I 0 � ono"d 04A3II2021 1110111, Approved I 71314 yorl Fail 29Z MAnvfwur�r W Carl engineer a License Valdstrad my mchliel Saft Robarthiltirl JohnW.KraterYlill Validated submi IISCA60rovial AID status 09ii 09,21iii 10,MS20 IWIV2020 Approved . I 19 al Tluirms-Tru Fibef-Passil and Smooth -Star Nominal S&#Sg�&&qLfotNon-IrrpkMquat,Ooque 1 MV2022 _ _ L NO yea No NA CwAgw. III "a ww[I PC-Blai 1352) M?i C.togil Perot Well. tSID)gi PG-43409 Jilts) 7IS7-6555 � Collegi Floating (400)70§4411 PC-50166 (04�772-11=4 tom'p.atei Edge Fl6artileast5jinglitDow 'i S'LlitICatial elding ch.d.4larckt@J.-ashrol subcatill scilits nthichroloortainaid.-re BuircateRl AV4611 ahlingles MIllieliCsol mi sociiiiialoll 0 heiviozonuiewit'i = DIX or. OXO L ' � L Complial 1 oriLlEvalustimpeportirwil I *in - — C �,"tJaa�d*R�othAd-i�yWuatlwR4pod"ma , I Compliance tooll evowill Report from . continuous f4ead 4 , ii Oft Contilgififitto's I)', I I L I L 061, idel tot.radAniIhillsotprol-I�W1.01FIdirlds I fie dd�,R,glsi.l*dA,;h!Wto�%Li��ni�.d,F),i"is - , ' Fi�Hda§i�istei�dkrohiWior�L16M$OdFlo�do 26 1, Tharmix-Mu Fiber-Clialli and Smil.th-Star Nominal 8&II tqu.t;NW,-Ih*o,4&qiu6l Opaque, 1,2ii�112012 No *,M No NJA� � , Prolaselonril Ehglnm pi'aficsolidEn 01-sts" L Pribrossaaaf Engineer , Composite Edge Fiberg less Sill Door with 8ide4its,N �nsWriqladaviling; XO. OX or QX0 , � %11 I . 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I -, � � , "I i iWiMi �__'� ' , � �' __ ' - "' _L � . L ' __ " - - - L L _ :': '�:� __" � - _' L �� � '� L' , _ 1. L I ­ _' r _:- __ : I L _­ ' L,' . � �. -__ � _ � V­ 'Ll - " L" _ L " ': _," __ - -' �� - I L --I ' ' __ - - : :_ 11 11 , � L L '' , -, , _ - � L- J'� " _� � _, � _. � � r:_ _ ­ ' � I,- � :-L, �','_'__"'F'_' - � �� - I'- - � -, �: " _ - , , _ "" ,-- z ,: L " "I 'L, I ,__ -- ' L- - ' - ' L "' 11 I .- I - I �! :LL -_- L - j - � 1- �' .1 L I I LL 1-1 L - ' ' L _ I I I � I `� � � � -: L '­ I - 1, . , -�', - -1 �L�'� � "L I _� I , L " '2� "I I 'L 1, L �� � L' ", " , �, � . � �' , � � I 1; ' 21 u� Therma-Tru Ffioar,Claufc, and Snowth-Star , a QondnUgUSSe.d��L�§11=i��g�r,Wr,�) W, 6mm9IBWM'3Aq . . I Iii u6t;Nw-Impaclailcul Glazed N o yea i NJA, I I I QuIlWAssourgil I - 69=l Alstrovoid Wyer, WWA - L offifin 1. �"_'�" �' ZL - �"L - ", cualb, Aiau­ r,7�,��,-)�,,L�,,��,-,�,.',,:���Y,�., ." 1� _-,'�' �oorjvv,l For " Aggir-adfig,11itur laski :" 2ibilgia 1 I AcbMW for Ul ApkQjWrol bm g� , I-omplitWitlEgg6 Fiberglass Sibigis Doi I lealill R Prol Description 'contrarlifirokatior, We plit"Jil ,Resistant Pressure 1"A Product Madal, likettial No- Product Distrill control thapirsten as, in Hifil outside HVHZ litioslotill Pressure Itak 1I dcMqUW�,itialloii Product ottordritlen roo Birairatirogel it, Hyl Oul HY Rolliste" (trisvArlodIukvifirl XO, OX lot OXID I Cempl-ink Lop Adi 114,0-roart top, el 12PU2023 Yes 'resi li N1,0, � I 4', 11irI40t-,2TA'qJ6t. S* VontLor6oldivinA." I win=' No Yea hfi� NJA I QAF Aspnott Roaf Shlol . FlIciargess roof=bd Vil Ionlinlited, :l and 1 2116i No Yes WA WA _ . o' Hilial gill confou-6flipi 2 kard.ptarl Lap.81dial llle,�qamoal top si fminil2s, . Y" Yea NIA WA 2 tl� kq.&�Allinrts, rilAqvbt�Wlti L , L Val cl­ goo vo'4 S-ho 1=1=31 li yes I KlA Writings asphalt shingles C4 L I 22 Y. Thortirlit-Tru Fiber-ClassiqlandSMool Nominal 88#Gk6qu�Nw­Ir�paaiil Glazed 421i - No Yes No. NJA 3 ,C. k0a.6ruilifibirlar vtnialtoluadool Son L . vontor-WAdvinisom 12di=1 No *eA No NIA " Composite Edge Fibergla"Siri Dow wb 4 d &ql'd.'b5jWut'8&`ft L I 9. I or Build vftj Wit l2al,ii L No Yes No Iii C= SidalWs) OnloWnyOulavifirl QX or OXO ContInocus r, le, &W.k"Ch.lor 0.k&qi 0,l Varitra'ardVIF006M 12ii No yes l WA " 23 w. interrms-Tra Fiber-dIalasic arridtmoothi Head and Siii configiuraflons) �6M)�4160�0;8,kLiot�N�h-iri,V4ct&q�bt Opaque 1260iW No Yes No NIA e j, &q..t.,'_%l ap.ni sii I 'V'ntWsdidV.'ASchit 126'160i� No lilies I NYA . .1 � - -1 � , dompositaEdlio FileliNlessiboorJoantisvithiYontaid — M .= SW&t.) 0svArtillOgbollingi; M)ft or Xxto( > W Vorftv'rations) ' . C= " 24 ,x Themnal Fiber-CAassicAnd Smoc,69twr Nominal Blill 9quotNw-[mpaioi&qv9 Opaque txi No Yea 140 N/AL I 11 L I I , I ' . 2 _= ':' =_ Cori 6 caijo5d�geFibuglasiaDowRa�o vAhVisinted , , 'XK 'L . M . Viiiiii, `= = Side (InsaiingirOUL '�Ikai _ itirel .,)= or)WX I L" M M C.j " conliguni ortl '= co >C 26 y. Thaimal FloarZIasaiasond'Smo6th-Sta, Nominal 6&*M�8iq.c�Nw-Impao1Kquot Glazed 12131/_M2� No yes NO WA, LL. liz = i GolitnipicallIsEcIgaLPficari Octepillivailivft Vented I L I 1 M = adelil onolivilivoulsortrII;; uiwol . ' Mal Departirrill of Business & Professional Regitilation - I I L I , Pi 1 .r4 Florida Depadn"'n't ol'Business & Professional Reg"Mon L Pel f of 1 Flofical Department of Business & Professional Retitulation I pag;s:1 or I . , -= ii .= 4 rLTbem��TmFbw-CJissfc#nO$rfi-oth-$!a, In lion 00 figure 8) mim l ;0 Ndin-InW,000tunt'Glegisid IVI of" !", 1. .No Yes No NIA Building Mcles-andStanclati IW41 Buillcing Codes arid standal till Building Codes and0tardands isli 0 C= cc " . I , , I Comil M 5dgi r ' I wrrofiiila'�Ath voided ' a F 'a % ie- LL ; diable si (Irl a I ( 0 .. I 01" I � I L Or xW Product Approval Appilc ation Deals 11 ProductApproval Application Delsill Product Approval Application Data 11 -a W = W 27 it omfl u ) g ra one, .8 Glazed . - I E - = = ------- ___ - __ ________ - ________ - I Itill I I 111, I I I I im� 1 I I 1 !Jill= ill�illill�,!, - - - ___'_____'._______________ --- I za:Therm-Tru Fiber-Classicand Smooth -Star N 1 1 I N0114"VArtilIoLlat 121i No Yes No NIA Edge Fiberglass Singloboor = .= -< Qxroositre with 3&M�IGI:LD Sidelbol OnsvifinggOutsWing; Z L W_ . , w0XO ofinfi&lltbwa�, 2aft Entity or I 11111111111111111111 � boi. Data Doty In, -bli I I L tl* I I 2 I Entity or lilffmo==Illll!!!Ill I lllill= I i: I I INIMMMEMM M 2" ol pending L Data iffiffimmmm �96 i I , ea"..'s i I 2" 20 Cate ftraffna Oil: U = -ft Ito 3: " 28 -.0i ThOrrill Fiber-�4agsto,��rid'Srriddh-�§tsr . , Nomirmfew4i S,gtbbtNan-lft*,a�taquot%<3[s�ned �tjl?2l)22 No Yes No �'Vk Milial, Viall tillanural . 921:111A Engineer A Liesing Viefflishod so Validated lihoarnat" FlICAlacroval Artial A" a" vilwon N,-�..tuw ,�contact sindival Ljosiloas Validated IN vadat routhoatied F90 Accloval Aus — 1I Varad- . Mh unar Witilist Validated Fly Vardi &lb.W.d 1156 Approval Approved sk-t- .!! Q1, J2 W 40 4E�6'­ _ 1 mpColl Edlt;rtriberglais Dbublet)6brWrin Fravialon 20W TAMKqlaul Irj&?n,*ots LLC I Wil I R"PartAshinfic" John W. Knozel PE 1004=20 06YI Iul Umsli I Approved Revision 1=0 LN, Thompol Inc. al Thompson Arch rW i� Hill Tony Chrishroul .=. priest Sharon a ull PE oam7r= barial buzzi lm=cm Approsed R6,A.16n 2M Florida MvW Products In;- Oark Jon a James L Broiler, RELiM, Stay�ft M. "Ch. FE P Dal (194250020 Vill 12116!2020 Approved 3, = = aWq�'oajdcfikaa�navlrnl�&u6��g: 6 ' L I 11 )9(0 L I coucal Few% I. . (4j7'1a24,6B,A pa-sVIBB tl:54�"zso2ii I - I. Mal Company (tANCOI 1 � 1813) 248�3410- L (117)-417-8454 - Calleidel Riti , � . I I I l904),783-WO ceucK F.Vintadirg (T17) 317-2464 . . W = -T :" 29 � -Cluall anal Smoothwliilli al:7, The" TN Fill I I corrigurallwl Nominal III Squpt,,Non-Impar.Squot Glazed IM112022 I I'll 1, . 'iborgiass0n,gla No YOL I I No WA I strucetogory, urd-lr�ohl , , otimptatte"fitighl " ' Wordon'tiepsixtrom a kenrl-Warriptorno.00m cal ...%, Ing"lluxassol that or. an, toh�*Uorhehiftolni Alegi Rai kra,l thet,iiiii,sit I Z , , , , " , , " , Intil Partofthe Roologaynitarn .a'K@II_oc_ PG,3124'2 In 'a - comlop-ti iEilgro Doorwith,3lotew Sidelikel (Invililmo0tiewl xb� OX or Oko Florida rieVIrtsmal Architecture Llbol Forlde I Integral Part anhis Rdol SVstam Ca,morliarros Method; 51sil Report troll = E Cc C' ponfiguratio , professional Eiritral Compliance Method Evaluation Report ton, a- FloddlaReghtomdAratbactora I-loonsedioloi Parld. R"IttersdAr.hItact or'. U-sed Florida P'.1-lorial 1210-res, E: (i so zd. Therinta-Trur Fitter-aa-slorind Smooth -Star I , , Natural 88!L;3i;G.8,quatNo.ri-Imp4ct&quM.Olazed 12131r= I , L L L C6MPQ.* Ed i Rhorgailia, Double Dow with No yes No NIA �� -'­�-�____�_ -­­'L,7" -�_-';'.: "_'�A��-,�"'­"� ',� � ,�o , -, _��'�� � '� __ - - "' -, _4 - - "Y __ __ '�_"' - , _ g �'� -" " _' -ja­', jI��7.V"'�' �'- , , --',- � `� _�:� _'L _� -, '_' -­, '- I """ :z ,am iN-1- �' ;' ` , - ________4NV � 'I, 4AWN ­-1 ? -- Proliewonal Engineer , , _ ,' , , '', " "I - L - , - , � _" � , -, - le - ' ,� , - " , - I :�ei�­.'�'� ��""'t­­:"" ,Z,��L,i?e� , j �'�"___""'-"L_ "�',­; "'�"'�', - = . Sm9i Sidallhas (In9WnQ10uhrWnl;�1DXXO 'i'�,,,'.�",�,,',,,,"�l-_---"r, L '_ - � . 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"',, ," - , "'��'�' ""� , _11� �'�'�"�"�ii """Z('�' 99MAaWill - 'i . , ""M��L '�';"-," &lllum 01 this &Mvegfor" ,I, h-- �%� 94k list Produm "I Number w Wall Quality mourtiol Product Cose,fietor, contract ili�ctrid 16ii Data A Use Astr4yal foi 19=2 UM Qi ounifids I Roshrill Prossul Sefle-�,-mi rose 01.Zad Ripsup[sagsini I TAMKO Roof Undiorlaymonts(lIVI-E) Racturn6silayrrentliftusto In FBC l oal yes NO I i §ni lirrelusthlookid. niumbarnr Noma frodoort anecdotal, conarifirLEXonation DA, thf�= whod, I" Resultant Pressoure 3 3- pLALM,Co'4,qul pildgeyent&quol: Alumliturn Ridge Vera lor pitstedroIft filbricitted I Wil ti N6 Yet No ti Door YO or ifirthiout-19489:2 S601l Orlarivingloulavi DX:XO " DX6 configurations) 2 TAIal Rod UnWarlayments(NDII-HIVI,fil Itillsdomon Roof..,% doymarle Iwase It F BC nor,44WIZ OWMR023 No Yes N 1A WA I TAMCQ Fi Top Off -Ridge Vent *0 Dailt lor Thr 20 gp� irtill rool'yordlatcriolfth taft oamaw Yes Yes NIA i from O.MY Aluminum - L lsrisdi,tltoho� 2 TAMI Goolvonliolthilient L 3 TAMCO Off Ridge Rod Vanol,ilth Boni 26 I oawli 26 gli.al roofYiendlator T.11th integrated blifiro 09mao2s No Yes 'res Yto 141A WA -Ob:52.5 NYA 4' TAMCO , Round L Top 011�l Val with Barrel 1116 26 jC.'staticToofvtotilatiorivIth cattle WM/202�e yea Yes WA NIA I I L Florida Departinsillof Busnesi Professional Regulation pop I art Florida Department of Suslne�is.& Professional Regulation pal I at Florida Department of Business it, Professional Regulation page I of 1 Florida, Department of Business and Professional Regulation _ . "L I Building Co6strarld Stabodsmis. 117IZZ 1 Building Codes and Standards WaI321 BuildingCodes and Standards ' IMM22 Building Codes and Standards Product Approval Application Detaill 3/15/2022 . Product Approval Application Detail Product Appircivall ApplIcation Detall Product Approval Applicaff0h Detail U) all 11111�11aii IIi I I Code 1IM YALWaa miabl== Rovilicr, L2020 L:ftlal I I 'I MEM� . gray Cartel Emblw&Ud"o Validated EW Katrim Joi James I., Rocoviii P.C. Saven M, Qfttn,PG Tr) 094 Ell Cate Finding I=-da3d Subinni FBCAcumal I V2M02), 11 $12012 IiW020 "L R'-'L 0 2" AMM.Md EAW, drQ,F3,qApjp,� Q& ITUM Version Manufaidunt, , III Revision 2M Sol R. I Bul or rXint.ot Enaknotri Licsirres vatitital EN an Axidersion Re, tAJPW Liniform enill.nitart ',Mroy W, Walker . -1 . . I glut 2" Data Farrel Vaildeledl submitted FEICAnproval IWIMOM I imm2d Me Aop,,*d 11 W-2020 it" A,pproved agmsommigummlil�i amossellsom code Tvpe Version FWslon 20W 111,11 I 111j: I i;i 11 IN iii I Mamill-W ,G ll Protection Products. LLC. ' �j I I 10MERVANNORSVESIMARNMENRIMM Ell ogntEictt Engineer AlLicluse Validated 8 Turn Roldfnaw Miller A- -1`11111, Or., RE, .1ohn.W.Knozili PE onto - g� pe. Validated Submitted Alipprovorol Alli .proved Wi WOMWQ, 101I 1211MOZO, Ap I I I " 1 (D FLN25-0-R31 Code &W-19 = Date 121119, P"_ Status ceiregraryclilool �Q I 0`16I $2, PE-31242 (71 317-84U . catagel Foci LI-0, (,2Q5ji 8�4L()Jiirl itlo) �'�609'1 ,services I 1, Cateflory'-Shutheirs tpi 889i PP44197 �Di 7172-6224 _N li Revision WrIlition Mari Contact flighear & MAARSL� Validated Submitted Peni , Ourer 2020 POLYGLASS USA maury,A]PI'll John W ON License 10lli 10J22f2020 FBJQ ArIji Approved 12115II2020 SobColitagel Ripcifling Accessories readeas. into" Part ofthe painting system Campliancellethod:Ek'aluAtionfibepoit fmirns Wirlbyelonstioatern subcasegitry! R-Ing Intills, Complativeasladhool: Elot I �aklao Report 1-r( a limiductEviductione"Itty lit.onAndionionChwill In Subcategory! Stuarn Panels tim.noWnsonatippont.corn compliance Method: Evaluation ReL ,L port from a Florida ReglialtoradArthirect Licans0,Flarida Ca"i Roofing $9-54233133OSrrialppA,@polygiass,�rn I Robert Kerninen Kntt7evich, Pr= AWMA '11/0142020 flotj&R.gl*rOA,,hitmt.raL�-.dFl.rida Professional Engineer. - , 44il���'�'�L�'-��l ;�"41§""'-i "'�� � ,',�;,�',�-,��.,,"�,:L���-'��.',,�,,�-I, ',�'-?"'��"',_,�"."J� - � - 1, -�'', ­,�'�"'�"�� """' "', ,,.L�,,�,,�""";�,��,�",�,�;'�',�';��,��.'�,,'�'.L,L;";�,,�r,�,,"',,��,'�'�,',',",",'��'l�, _"­�' �'�"��""­�' .:'r'��'� '��_'�'�"��­'­��'�'�_ �;`��­ , , ", '__ '' , � �, _""'. , "-, .", - , , - " , �, , ', - �_;' _' _ ,­­'­­ "��,,�,�,�,,�",L��;,�",I",�', � , - - , �,v-Z'I "M.' , 'i,�i�',"�,�",4",�)����'�,,�4", - -"',;� .2""i"J" �� '�'�_,' , , -""" '� . �' �""`�.L �­",­"'�_"­,_ � _ " , - ' _' 1`1'1�11'IsA� g r o a Professional F,r,gineer I tubCatagory: Underlay. ments, M59160 (954) 712-8224 1 I L, - _11i;"' "I - , " " � ­� 1"'­2 ­­ ,,"",­ ... 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Palifil Rol IwI&2025 oat. 1, HVi to,lit'lloo No yea Rest , ii I No Pressure 497,W47-5 Thatch Sairl Impact 17L 'SMOry W - Sf&I#L Shatio-8itirrip:Salt Sheks plot Pni -StipcIll CA I 2n I 62 o No Yes NIA N/A 1 20 Gage Galvanlord,s,tei Morm P,srohii I Coirrugi GatvaniZoLd Steel Stuart Ponals. retained 1213112022 or not by Ir , Wks In provide hurricane protection: ' Yea Yes Yea VIA -ill-illill Airchitector o 1-1consed Fidimclat prorlesslDrial MedhonleaKYAWhadtopill bill I l0l, S.o,�y$00-tiM.,�lh*."rftp;;80[it,$h4k- 19 ,,--..�7ZO-th.��,tl�t.tmp::$plltr,h�k, Fiat Proll �Aafi CA 1,2iii Flat pindiffe �Ztcakl CA 12,i No Yes No Yes 14?A I Nil WA 2 24-Gage Galvanized StiliellftmaliparvoloiNl C�rlugsttdc(GalVanized'seisl Storm, Parre1srehroined i2miil�b2.2 of not by tractio to provide hurricane protection. No 'res Yes i =:3 (D Engineer ZD Z .4Q11 VaN., Slid.,Ilillol SpIft Shelia 27 Tze, "; I so -oh. flat Profile -Misto CA 12iii li Pottle - K.ty,.TX i2ml=o No Yea No yes NIA I N/A I'll (D I I 1 111101 I RUAW-A"Wi ADOM'49titir Use UWW" - imaw , - lislan 26 "It. La. Pi - Katy, TX 1MIJ2020 No Yea NIA N/A 7P U) ftle Frodgarbilodal, Nuirribi or Me Product i pidi 99 root E&lEdjorn In KVHZ Resistant Proutsi - -_ 0 I I Polyglaps,ft-soflUndefti RoollIngundiadaymerift �=-i il= No Yes I 41ilif =,5 I Pblyl Roof Undeftyrinsints (HWIZ) hoorrifitiderlayfirehl USein Fatdl'=j=3 Yes NO poftlassi - I , NIA hill � ICU HVHZJudsulgillons, > 2 Polygiall Roof Undo"ili �noni I Potypitil roof undorlayfir a*, for use In l2j2w2= No 'Yes, Fad norf-'HVR2 1drisdidlons. NA -NrAlri M 0 I Polyglass Roof Underayments, Polyglaw FsGT2J2=W Florida Department of Busineas & Professional Regulation Poo I of 1 Florida Department of Buslineral Profearglorral Regulation Fare I .ft Florida Dapa rtment of Busilness & Professional Regulation Fargo of I (HVHZ) roof underlayments for useln Yes No HVHZ Jurisdictions. 1res. I Fill Building Codes and Standards 1125ii Building ClgdOsArld Stands* . V?F�021 L Building Coders and,81driclari IF, M�I > &- 0- 2 ftyglai jitoorfundellaynhatill (ron-till , PolyglassrIll urideriVinfirents, 10 Use M 12rjkl No F8Oroti-kVmJZjlI Iwall NIA -NIAII Product Approval Applicatillorl Detall , I ProductApiprovall ApipffIcation Detail I L Prol Approval Application Data It c- I Poliyglass�ftoof Urdeftool (Hi Pplygess rol andifirlayrn e*10f 06 In FBCI MY= Yes fie i jurisidiiictions. I Ni C) III el� FAM11111111lifilaiiiiiiiiiiiiiiiiii �iii�i''i Will � Wli I I 59MMEMiliffiNINEENNOM MENNA� =ME= I I 11�11111111ialsa 1 1 1 ��'i i I 2 Poly,glas5RvqfUndedaymi�nts(ngn-HVH2),P,olygliassrWw,wed4ymertLe,la use In 12(2312OZ3 No Yes Mill .NJAII goo En tftYL2E Nto pAk-, ;Ma Finding Date Code I Mat Dato 0111 0 "14" itfility or DMO 20 1 R* I f8ornan-HVI-iZiprill wall I L I , il '114A Tv" version Manufacture Carl Enoto,t§Opt Il iie,eitooL Validated Validated Solarinfifta FECAttilrdshil Approve L Slorl B= YKWQ tilsoseragnor Control eriorproarAu Viatdauld ft 'QW I I Vilifillsed dultanitad _ I 6-vaimll 2" 1XIM, voi%rm, . L Manufacturer Carl Encorraers,jualare. voldishad W V,Ild,t,d Siultarififittild &= Arionavad — " -fooll 'i 0olygiass Rol Undedityrintents (HV14Z) Polyi rool'underlayments for I in FS0121i Ye is N o NIA Revision L2026 AllAmordahShudersarodGlaes, , MkoBarlpiihl Frank L. Bernardo, RE 7mysishop, P.E. 10i iellu� iliokto IV15=0 Approved Revision 20X Alpirs L I Shuld L-no ICC l5viii.iii Sal LLC Willisin A Ranieri, Fir lonindi;ol ioww�o 190512021) I 1105nm Apprevied Rill 202a comml Control produchilift Robert OIFI sami A. Greenberg John Hoy 1?jIs=z9 1211OM20 12reWO20 ding FBC Appi 0 2 Polyglai Rod Underlaynents (non-HVI HVH� ii.rinsolloliont. Pollyglass rod underiaymenits,for use in IZt3;= No -Yes NIA .WAII I 1 catagery:shuthers SubCathigil Stull Panels (561) 712-98132, Pr'0046549 (954) S47-W60 mikeboallamericanlibutte calatini an�ctued Comporms liadiGatill r- Flat. L (321�71033�T Ll 661-1917 el"t.6.1pliverhiii.com I I , Compot, - =0 W. ar= Wood as 6 Reoult of (41a)e5i PE-Wil (35Z5A,Il .plamigidoroyall-com , = FBCL ncn­HVHZ judstlicilwitill Gohniplianotte histmod; Evaluation Regomfroma Florida ReglideredArthlbact Li.ansed Florida ra.Cum C..Wll- Mil. Siall-I Retion I . orroo.ottirejuslipill Why N-Tjrahrploapy� COMP)lmc4M4WoO: EVilluation _0 at. 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HIgherallangtilLtH tomi 8� ftdw Darryl ContractZrogrolort Oat Met.10chnLilletorpstill IVM4024i IhHV14Z OuftildisHilli Yea Yes Resistant NII pritaleal NIA Al I I'll - �_ I 11 r _,� - �­ -1, I ' - � � "_ �_ , i j_". _ �' , �' : , 11 . - , � - - ". - - - . "" �:L 11- -'-�',; L, � . L : , �" '' L, "" _'� i : , - " �: � � � . ", � � i7 . Z . I I - : -- ,,, - _e�"�­ 'I , :" " L �'­ 11 ,"''"'', ,,,, " " 11: " , � 'L Quality Asso 1 � 1 " , - ,L "_�' � ,� r - � ,:"'z" I I ­� � - I , , , - `�'�';'�' �'� L " , "I :"' , ' � - '�' � - ,; r� � 1�1� I I I I'll, itagil use Approval for butsba, cal O_ IL '24go Galvanized 8tolestorm Panels 24ga Galwrilzed.steel8torm Panels Ya. yea Yes NjAL 2, Tw gCGixIVrlo�HhgoA6l ' Motal bohnisift Pi I �61)�024 YGA Ya. NiA i 9" PrgLft�LMqdal,LNambei Mili "I coserill contract alfictration'tate, OUNICIaHVII Roslifiant Proem. < 1 ''L 3 TW 8 ' WAII Tulcx , ITier4cotAptas Wave I MetalLcoinvel Flat. 121n�024 vistatc.oheatorpillue, I Mjd(324 yes "Yes, ve. �Yao I I WA NIA I Ql Promis, or Contrivercial Concrete, Proctiols, Precast and Prostraosed Concret. Untels 05125r,024 N. yos, WA ri (D Cn -+-i cu . 0 1 M = < n Florida Department of Business & Profesisicintal Regulation I Building Codes and Standards Fig. I lil il Florida Department of Buskil. & Professional Regulation Building Codes and Standards Iiii all 014=21 Flodil Department of Business & Professional Regulation Sulldi Codes and.Standainds Poo 1 Ar2 90=21 -0 �— ProiductApproval Application Detail PeOduct Approval ApPlIcaticirt Detail ProductAppronlial Application Detail 0 L- CIO I I - ___ 11�1111il liall I lliii�slajii�ig�lj I !!� I I I! I ��� ��llil�����l�i�Il����lli�l I iliiii I I I ���� i � i I I I, Ii I ��� li����ll�!11 i 1-11-1111M- I, I I I'! 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Rob Baldwin 10C rvillitici-n Sal LL0 Itior Lill ril I I253)s2ill �Jtgaj 029�'32aa DWZ021 foli � I I , 021OV2021 Ir I 'Approved Affirmirti.in 2020 t1phoLAVonlriUm. kill. - Carlairry:,lihilhill firaill I "I Joel thiva Wit" I Lo Stvvsh I ifirl PE I role, III 506,20118 PE-52414 (�Iljill,-8464 liftW240 lij!w2tik, 114I Atipravad < a) iniucatiourno--Thi Peter Compliance asirelosing"All (2M)599-BW, SploCalvil r2rigins"'Ild L.mber � � complan- moholk; Eval-flon Report ft.. Ril,bart.lialdv,irfil.el ...r.- - Subcatel Sol I .1plalilarlinlankins;ry.h. Z Prathod: E-4ustroh Reportfrom 2. Frol r*ulftion i�rtay Prowin rondUallign Entity 11111-1111.11. ­1-1111111 ""'W , , L, '��l ­"',Ig" ','M'��,�,,,j,��,,�-..""�,���-�"L,*�, ',,,A"' Conlipilliencer Method: Evaluation All ilrone a VIwd. 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Numborror, Norrits Proill Iceschal C onfirser nation JU, In HW-Z outil Ri$tdwt p1a"i . _� _ L� - � 12, , _ _ __ L��� 2; "'_'_' ,,3,2, L_ Ill -A lorrodi Modal. livroblar or Nji Product Villol corearitgoctionol I In HM " fixistirrant pressure fiat Oull Assursonse Approved for Use ,Aborovedforlijas I Design _j I MliARS . I I 18 9., high sheripthtf.se.orne.torpling Iplwn' ,(.A yes Nil L L N4A I iArn­. LVL 1. lhom Laminated Yen-, Lillill pili No Yet NIA NJA III Product Modal, Nurriplarra Wool I Control Explratlon Dab in Hyt44L ouisida irl Real Prostate a- Z lilli'l jli�a, super �ilitfistir.h9thi sorMoVlor�pllft 111M, I i Yt$ �,Iar Iii/A ,III* 21 parei PSL 3 Tim , beirsinifid 48L Plinigill 5hard Lumitner o-q- Loninsoad *and Lumbor p313I?202$, NO yes No Yes WA Ni ri 'NiA I AIPKi"AJLW�wth,$Oid,04ft'.�Vg,h*'Alur,ol�UrT�Sgltf, Mort( APintilinoft§00 Unp. V01fitid.Alurninual, cri , No 'face No NIA 3; Mil 16 ill id g... tross conriiii plate , , r 1 !2022 yes Yes I I 4 Tj I Board ­ sh Wrilil Camposltd Lull r a Orithi strand 0131,= I Yet XA ti rilial Urnmvill sdWCrlIq�4onprW-od L 1 SHEET NO. 4 mriams 1 9 gill, high strength trues connector plots 1211i$l Yes Yes I NJA 5 MT20HS. 2a high strength trots tortooetor 121i Yea Yes NIA NIA L . botinfrom Board 8 TLILM'ria gill plate is go: ft" connector False IN31,2022 lies Yea NIA WA 5 ViVoyarrisouserritimB.,al oriented stand B.rd Ron B ... al OMlMD23 No yal NfA WA - r TL20. MT20 '20,4A. trues otrinectorplates 121i Yes 'Yalk NtA WA I I I August 10, 2022 PA 1.1 1 . I -t-a N U Q O cL Q L Cory^ �V L.L .► ^1 W W . U -1., Cn V .� L ^, W Q O CCS e+- CU .- E o how 11200 to �- -� Q CA O Ci0 �a S� U) Q C aV C C* CI d ? W ® CD im GP C l.t� ie C w N m LA- C V" C1. io o y o ttd � « C tCP .•��+ m � c C R p_ w a` Cn (D ^fir W r�n Co O 0 > 0- ML 0 Q L� U O 1�-rr Co () m 0 w C Q z J z Q J d SHEET NO. PA 11 Flows gW � Regulation daparun�t ai BwinasR i& Prtifr�sElanai Re atlon � mz Flodda DepaihneMoi Business B Pmiassional iatlert Pab.? ate Florida �Iatlon Pap. t mi DePfirbnant� � � Florida ISePar4rierft 4f Bldttlnas$ �, Pro%sainnal Regulation Raba t mi Building CCtlea and Bt9ntl�"da brraarka; Building f:Qtlaa entlS6ande manors. Gtid� antl Stidartis bhgPJp2? N C/) M N U O N O O Simpson son Strong-Tiep r p-20Z4 FBC Approved Products 1'ordle�ttnkstOall'813TA"atslislegbelow, CLICK HERE: Updated atad 2f301242D: _. _ _ 1 Simpson Strong -Tie 2Q2f� FBC Approved Products Fred tnlcstoallSSTa SASt4'dbelGdJ.CLICKHE lC4_.:.. pp a1.... at d 1 U d 2r30/262D: A.. .. ' Simpson Strong Tfe �021t�> FBC Approved Products. FGrdrefilNnkSioaIISST rWa[5NStedixelOw,:CLICKHERE. apP Updated 1 D 2f3.12Q p _ . _ Srmpstrrt Strc�n. Tfe 2020 FBC Approved Products Fordkedtlinksto411S3Ta Strong-Tie C LICK HER pp hol. tad 1 a D D p 213 O t` `y �y�.� d Idea I Imom1 tl 'r . I e. ..: t - F d e a n and Fla s. a wW. otluGt.. roy61�:� ml Dad :Gaut .. Q... Nr d& St to . Pr fain and Nta a ad _ eg g -- %!RP , ._. _._ SYS ty :. Ga (NOA), eK'HERE, Narlca�or AG lance N _(_ AJ A _ H , .:. , s - r t od f:. ou � #e D d Fa addtlott I Infamadanr a dirt Fld'Itl s8ta awida. F'r uG A r dl mend AMaini a e coon. a ag , g e PP Ys SY �o. Aa to e t Na f da n. e. IJ41,..- itre P (. +�). ShQ HERE. .,. .. ., .. n F dt na t atra -r .ardor fond sSC 1e. We Pr - t :. to d, arN d ;.> cf a,d Ia . I form n F w. aduc roust- .man M -Os e _ a9 .. s a _ CountY _ . g %iWP 'GL.. HER _ Ngt a :Aces �e;.. C IC E M of .tart. e. N (. Ai R K .: 1 : H. .. [, S.' F addtlonel ttta t a Flail a.. at wide Pr tlLLG A I e a d M: ml•Dad ' County a... ma. an rdln tl a . o. rot+ m. n a e as .. @ a � a..... _ _9_.,_g pP Y� _ :. of fAG4 ra..(NON,'CLICK NERE- Notice 9 GB o n 9e . tY P \ V FL42335-R7 FL#10446-R6 FL#10446-R5 11 HU$, HUSC series hangers Face -mount hangers aValet le In widths ranging from 1 518" to 3- U 9118".and heights ranging from 4-5/16 do 11". Concealed flange Sec it Product Model. Numiferar Name Product Description Spa # Product Model, Num bar or Name Product Descr4crtion 3i# Product Model, Number or Name ProductDesgdg9on version (H U$C) available for models having Wdth equal to or O 0 1 Titan Stainless Steel Concrete & M+IasonryScreyv (TTN-SS) 1f4" diamebertam Titan mrasonryscrew 1 A21, A23, A33. A34, A35; A44 Angles 1 BT, BTB, BTH Brick left Ties than 3-911E". L L 0 0 2 APA21, APA4 APA6 APVA21, APVA4, APVA6 Outdoor Accents Angles: 2 CMST12 CMS714 CMSTCI6 Coiled Straps 12 IIJS series hangers Face -mount hangars available in widths ranging from 1.718" to 3• 0- C 3 APB44, APB44R, APV666, AP5WR, APB88 APB88R, APB1010, APB101OR, APV844, Outdoor Accents Post Bases 3 CS1$ C516 CS181 CS20, CS22 Goiled Straps 5/8" and heights ranging from 9.114'to 16'; 0 _ FL#9S89-116 APVB44R, APVB66; APV866R APVB88, APV688R, APVB1010, Ais1B101 OR 4 CSHPiS, C61-11220 Coiled Straps 13 LGU3.25-SOS, 1-GU3:63SDS, LG1J5:25SDS Face -mount hangers 0 4 APDJT2-4, APDJT2R-4i APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJ72R-4, APVDJT2-6. Outdoor Accents Deck Joist Ties 5 CTS218 Cum pressiorLTenslon Strap 14 LU24 LU26, LU28, LU210 Face -mount hangers 0 -0 Sea # Product Model. Numbee or Name jaroduct DesedgUdn APVDJT2R-6, 6 DSP, SSP TSP Stud to Plate tie. 15 LUC26Z, LUC2IOZ Face -mount hangers 0 1 5D10112DBB Outdoor Accents Conneclor5crew' S RPHH46, APHH46R, APHH810, APHH6tOR' Outdoor Accents Heavy Hanger 7 H1, HIOA, H2,5R, H3, H6, H7Z, f-116, H16SI H16 2, H16.2S HurncaneTles 18 LUSsehes kAangers , Face.mount hangers avadairle rn wrdth5 rangmg from l gw'16 10 4 ''^^ 0 L 0 R- 2s SD9112 SD9212 SDi :11.2 SDI O 0 -rye Q Connector- vv Str rig D SScrew 6 T P 6 PV APL4, APLB, P i d, AP S, A VL4, APVL , APVT4 A T8 rlfsrL an -to-Co utri Ties Outdoor Accents d T Beam lu n i s 8 G . H =3 T-4: H T 2,. GT , HG Heavy Girder Tiedown Sf8 :and heights rrn m .from 3 to 1015116 , 9 9 :9 .. . � (/� O Co,:.. 0- 3 SD9112SS, 8092I2SS Stron Dtive SD CGnnenwr SS,Screw 9 7 APLH AP H24R APLH26 APLH28R APLH210 APLH210R 24, L Outdoor Light Han ors t9 9. H524 Hurnoan:eT a I 1 7 MG 3,83 SD GU525.SDS MGU5,50 SDS MGU5,62 SDS MGU7.00 SD U S, M., S Faaa mount hangers g i +� Q. 4 D 5 F, F S GF2 DC 2251• DC 26 4 S F2 70D SD F2 � SQC 14 2434. 2S � 1 DG 2 G 2 @, F22iLi _. ,. :Stroh DnusSDCP7lmbar-CFScre�r g 8 BV Z L Bho Wene9rLacl erConnedt4!r k 9 10 HSS;?•SDS4:5.H Z.SDS3 HSS233D33.HSS45D53, SS2 , Heav Stud Shoe,• Y 1@ MIU,senes hangars H g .- 5 Face mount han srsav Iiahlelhwldths:ran In from had 9 & ranging C �/� � � .� vJ S001`221134 SDCF221334,SDCF271958, SDCF272359; 9 CBT2Z CBT4Z Concealed Beam Ties' 11 HST2, HST3 HST- HST.6 Straight Steps 1J8"land heightaran gingfrom 6=1511610 1971t2". ommommommoson 5 SDCP 24 rSD 5 2 ' DCP 14 C ,. _ S P2 rig I„ 2 34, C,P22.1 , S 22� . SD P2270D, . DC 28a „Sf?CP229 -2, Strong: Drive SQCP Timber CP'Screw 10 CJT3Z, CJT4Z CJTSZ, CJT6Z Gonoealad Joist Ties I2 HTS16, HT52O, HTS24, HTS28 HT'S30, HTS30C` HaairgTwest STraF - 19 MUs26, MUS2a Face. mount harrgecs. SDCP221100, SDCP22113-0, SDCP271400 11 DJT14 Deck Joist Tie 13 HTS91 SKTZ_ HTSQ2, 0KTZ Heavy TwetStrap 20 SUR. $UL SURC, SULC series hangers. Skewed face -mount hangers, available inwulths ranging from 1- 6 SDHR27400; SDHR27614. SpHR31400, SDHR3IBI4 Strong -Drive SDHR C1 mlfo.H I d Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9f18" tp 3-9fI'B" and helghis ranging from 3-1118" to 13-314", 7 SDS25112: $DS251$4;SOS25200` SOS25212;:SDS253OO;:SDS26S12, SDS25412. Shron -Drive SO$ Heav -D 'Connector Screw g _ y �` 13 FC4, FCS Framing Clips 9 P 15 LSTA9 -L TA12 LSTA15 LSTAi8 .LSTA2I. LSTA24 LSTA30 LSTA36- $ - Straight Steps s3 Concealed flange version (SURG, SULC) available for all double SDS255iX1. 5D52560D, SDS26800 14 FWANZ Foundation Walt Angles 16 LST149, LST173 Straight Straps 2X and 4X models; only acute flange is concealed. 8 SDS25112SS, SOS25200SS, SDS25212SS; SOS2530OSS„SDS25312SS Strong -Drive SO$ Heavy-DutyConnectcr SS Screw 15 GA1, GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series harngem Face -mount hangers available in Wclthsrangingfrom 1-9/16"to 9 8D.WF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, 1­12.5T, H8, H10A.2; HI OS, H14, HGA10 Hurricane-nes IS LTS12, LTS16,_ LTS18, LTS20 LightwLstStrap 6` and heights ranging from 2.5J8" to I I IM". 17 18 HCJTZ HH4, HH6 Heavy Concealed Joist Tie Header Hangers 19 20 MGT MST271 MST37, M8T48, M-STSO, MST72 MadiumGuderTiadouvn Straight Straps FL#10007-R8 - - 19. KBS1Z Knee -Brace Stabiliser 21 MSTA9, MSTA12 MISTIAI5 MSTA9.8 MSTA2I, MSTA24,_MSTA30 MSTA36, MSTA49-- Straight Straps FL#f0667-R9 20 L36, L60, L7p, LgO Angles 22 AflSTC28 MSTC44: MSTC52 MSTC66 MSTC78' Straight Straps Sed:# Product Model, NutnbarorNa ire PMdu6t De Ion 21 LCE4 Post Cap 23 M8TCA8B3; MSTC6883 Pre -Bent Straps Product Model, Numberor"Name Product Description 1' ATR31$ ATR1 2,ATit5/8 ATR3/4 , ' Threaded Rods 22 0 L 50 S7G S90' � ,, S , L , L S ale Angles kewab A g 24. M I MSTI36 MS-114b MSTI80 M 172 ST 2ti,, ST - Straight Straps 1 hangers BA series a g rs h v -9 7 Top angers available m widths ranging from 1 116 to 2 A ;❑ . A U '; D D14_ ATUDS TU 6 2, TUQ9, AT D&2, ATUD9.3, kTU 1 d, ATU 2 Aluminum TakerlJpbevine 23 LS{3Z , , , _ Adjustable 4utair.5trmger Connector. 25 MTS12, MTS16, MTS18; MTS20; MTiu`2fiC MTS310, MTS30C c Medrum?wistStrap f ,,,. eii n from 711 " b 1 $ and heights ranging f. in & t 30'. 3 BP31 -2, BP F12,BP112� B 518-2 BP�/3 B3f4, BP14S BPR UD3 4' Beating Plates 24 LSSJ26t3, tSS2RZ; LSS28,' LS J28RZ LSSJ214LZ LS J2IORZ Field Ad1ustable JaoK Han sE 26 JCA2x10-12,' NCA2c12_12 NCA2x8I6 NCA2x918 NCA22-.1, Bridging 2 DGBF series hangars o #Ian a han ere suet Mean +nndths an n from 3 Sl8 to 7- T p g g is r gl g 4 CNW318, CNWN J -CNW 1$ W 14 NW58Al2 C 4 Y81 1 2, 5 , GN 3 C_ 1 NW3J S Coupler Nuts 25 LSSR1 81, LSSR21 LSSR2 37, LSSR2 56: LSSR210 2, LSSRAiO Field,Adjustable SlopeabfelSkewable Hanger 27 RCW612, RCWB1d Wali Branmg,.and in 1/8" <' heights ra in from -1/4't 24". Bhis n9 g _ g o .4 a CT UD55, CTUD65CTUD66, CTUD75, C7UD78, C7UD77, CTUD87, CTUD88. CTtlD97; Coupling Take -Up Device;: 26 LTP4, LTPS lie Plates 28 RPS18 RPS22j RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available In widths ranging from 1 112to 3- CTUD98, CTUDW 27 ML23Z, M124Z, ML26Z, ML28Z;,ML21OZ Angles; 29: RSP4 Stud to Plate Connector 5J3";and heights ranging from ?-114" to 24".. GL N3, N4, N5, N6 Heavy Hex 2$ MMH8 Roof Tie -Down 30 SP1, $P2, $P4, SP6, SP8 Stud Plata T e 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3/4" trp 3- 7 RTUD3 RTUD3B, RTUD4, RTUD48; RTUD5,.RTUD6, RTUD7, RTUDO Ratcheting Take -Up Device. 29 MMHC Hinged: Roof Connector 51 SPH4, SPH6, SPH8 Heavy Stud Plate Tie: 5f8" and heights ranging from 9-V4'to_24".. 8 TUD9, TUDIO Take -Up Device 30 MMLU26, MMLU26.2, MMLU28, MMLU28.2, MMLU21 D, MMLUI211, MM LUJ39, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2;5 SS3, SSA a Stud Shoe 5 EG5, EG7, EGgeerie hangers Top flange hangers available in widths ranging from 5-114" to 8- 9 TUW38 _ Take -Up Washer 31 RBC; RBGP Roof Boundary Chips 33 t7i %ST12, ST18- ST22,_ST292,.ST2122,: ST2115, ST2215, ST6215; ST6224; ST6236 .Straight Straps 718" and heights ranging from 11'to:32-112", 10 URS3 3M" Uplift Rod Run"Tiedown System 32 RST•3 Roof'Tie-Davin 34 TB20, T627, T630TB36, T842, T648, TB54, T856, TBOO Tension Bridging 6 EGQ series hangars Top flan hangers available in widths ranging from 3-518"to 7- 1I URS4 112" Uplift Rod Run Tiedown System 33 RTC22Z, RTC42 RT02Z, RTC44 Rigid Tle Connectors: 35 TWB10, TWB12 TWBi4 Wall Bracing 114" and heights ranging from 11-114" to 37- 12 URS5 5f3" Uplift Rod Run Tiedq"System 34 SfC, STCT, DTC. HTC4 Truss Clips 36 VGT, VGTR,YGTL Variable Pitch Girder Tiedowri 7 GLS series hangars Saddle hangars available in widths ranging from 3.114!'too-718" 13 URS6 314" Uplift Rod Run Tiedawn System 35 TJC37 TJO57 Truss Jack Clips 37 W6160, W81060, WB126, WBI26G, WB143C Wall Bracing and heights ranging from 8-112' to 28"- 35 Z2, Z4, Z44 Panel Stiffener Clips 18 GLTV series hangers Top flange hangers available in widths ranging from 3-114" to7- 118' and heights ranging from 11"to'32"; FL#10441-98i FL#105,-R5 9 H13serieshangers Top flange hangers available in Wdths ranging from I=PMV to 7- - F(,#10447 R5, : 1/a 'and heightsTanging from W Yo 30'; otluot Mode .Number or Name Product Desoription P Product Model Number or, Na "e P m Prod at OasairlWon !L 10 HGLS series hangers 9. Saddle hangers - `v it ` ' 5_ " ' o '' Sa hgs 5 a a able In widths ranging firom 114 t &7B f OTT2 Hold-down Seg #, Product Model. Number ar Name Product Descriptlori 1 CBH2.37x5;5, CBH2,37x7:63, CBH2.37475 Concealed hangers andheights ranging from 10-1 /2" to 28°: 2 HOC10/4 HDC10122' Hold-down I p, P' HE Adiustable Hlp•End Connector 2" l - " D , DHU, DHUTF serer hangers' Face -mount DU'D U "and ` 4aih e DHUTF hangers { H) top g ( j g 1i HGLT series hangars e g „ Topflange hangers avaifable to widths ranging from 3-1 /4 to 8- 3: HOQB, HHDClY1, HHDQ 4 Hold-down 2 DSC2R-SDS3, QS0,2L-SDS3, DSCSRSDS3, DSC5L-5pS3 Drag Strut.ConneCiors available in WLdths rengingfrbm 1 AVIS' by 39/16" and heights 718";and heights ranging from T-112"to 32", 4 HDU2 HDU4; HOU5, HOU6. HOW 1, HDU14 Hold-down 3: GBC'' Gable Brace Connector ranging from 9-1J6"to23.15118'': 12 HGiLTV seneshangers Top flange hangers eye [lab Is in widths ranging from 3-114"to 7- 5 HPA28 HPA35 purhn anchor 4 HCP1 81; HCP2 HCP4; Hip Corner Prate 3 HGU3 63-SOS HGU5,25-SDS HG.U5,50SDS; HGU5.62-SIDS, HGU7 D0-SOS, 1-11GU7,25. Face -mount hangers 118" and heights tanging from 14"to 33". 6 LSTH08: LSTHDBRJ Sbrb"tyie hold-down 5 HHRC2.2, HHRC42; HHRC42-2; HHRCW1,81, HHRC44, HHRC5.2=25. HHRC53713:1Z Heavy Hip to Ridge Connectors SDS, HGQ9.0OmSD5 13 HIT series hangers Top flange hangers available in wdths ranging from 2-5116" to 3- 7 MASA, MASAP Foundaton anchor strap 14HRC68 4 HGUS series hangers Face -mount hangers available in widths ranging from 1.518" tb 7- 9118" and heights ranging from 18" to 26'. 8 MPA132,MPAi44 - Strap -style purlin anchor ,e. 1-11301.81,:HRC22. Hip. Ridge Connector M" and heights .rangingfrom 5-6/16"1o.12-718", 14 HUSTFseries hangers Top flangejoist- hangers available inLWdthsranging from 3-118"to. 9 PA18, PA23,;PA28, PA35; PA51 PA68 Strap -style purhn anchor 7 LRU26, L RU28 LRU21Q LRU212 Rafter Hanger 5 HHGU5.25-8DS, HHGU5,50-$DS, HHGU5,62SDS, HHGU7 OOmel] <:HHGU7.25SDS, Face -mount hangers 3-911&' and heights ranging from 5-54'to 13-i18". 1D PAI18, PA123 PAr28. PAI35 Strap -style purlin anchor a LSU26, LSSU28, LSSUZ10 Light Slopeabte/Skewable U-Hanger HHGUg,00-SDS 15 HUTF HUCTF series Bangers Top flange hangars available in widths ran gingfrom 1-9116"to 5- ..,� 11 STHp10 57HD10RJ Strap -style hold-dmhrn 9 TBE4, TBE6 Truss, Bearing Enhancer: 6' FIHUS26.2, HHUS28.2, T-JHUS210-2, HHU548, HHUS48 HHUS410,11HUS5L.50114, Face -mount hangers 112"and heights ranging from 3-7116" to 15". Concealed flange 12 STHDI4. STHDI4RJ Strap style hold -dowry 10 TC24 TC26_ TC28' Truss Clip HHU97.2511"0 version {HUCTF}:availablefor ail models having k-Adth equal to or I I TH10, THA2f3, THA218, THA21$2, THA222 2, THA413;, THA418, THAC410,THA422, Adjustable Truss Hanger 7' HSUR HSUL HSURC, HSULC series hangers Ske"ned floe-morarrt hangers; available in widths ranging flown 3- greater than 2 9/16".. C= THAC422, THA426 THA422-2, THA426 7 1/6" to 6,1f8*1 and :heights ranging from 4.314" to 15-3J4": 16 H WP series hangers Top flange hangers available m widthsranging from 1.9116' to 7- : 12 TFIAII 8I722 THAI2.Oi)122 THAI21122 7HAi222 THAI322 THAI3522,THAI422 Adjustable Truss Hanger Sized for I•.lolsts Concealed Hansa yerslon jHSURC, HSULC) avadabie Par all 118 and heights ranging 13 THAL422, THAR422 $kewedTruss Hanger double 2Xand 4Xmodo ts, only Is concealed. 17 HWPH series hangers Top flange hangers available in radths ranging from 1-9116 to 7- CM cs 14 THJA28; LTHJAZ6;. LTHMA, Multiple Truss Hanger,. 8 HTU26" HTU28, HTU2I0, HTU28 2`,'HTU28,2, HTU210-2 Face mount hangers 112 and heights ranging from 5.318'to 321, o e 15 THJM2-4SD5M2 3, THJ.5SDSS; THJU26; TNJU26-W Multiple Truss Hangers: 9 HU HUG series hangers= Face -mount hangers available in Widths ranging from 1-9116 to 7- 18 ITS ran in Top hangers available widths ranging from 1-9116 to 3- QM to. 16 TSSR2.24 Truss Spacer -Restraint" 112' xnd heights ranging front 2.718" tc 19.1/4"- Concealod flange 518":and heights ranging from 9-118'to:16. e M _ N K f7 uPA2, VPA25, VPA3 VPA35, VPA4: Variable Pitch Connectors version (HUC available for all models Navinwidth ) g , w idth equal to 1g JB series hangers Top flange hangers available -in vrdtB of heightsO- IB VTCRI Valley Truss Clip 9 neater than 2-WI6 , ranging from 5-31r3" to 7-114" .'A C9 ►. 10 HUCQ1.81'19•SDS, HUGQiBIJ11-SOS, HUCO210.2SDS, HUCO210 3-$W, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9116" and heights Q W SDS,HUCQ4i0-SDS HUCO412SDS,HUCQ5.25t13-SD$,HUCQ525MISDS,HUCQ610- SDS, rangingfrom83116 trr13-118". - - HUCG1612-SDS a3i tS cm w, c C 2.. 0 sat t � 3 � N T C £+• f6 O 0 �7Sim son Stron Tfe 2020 FBC Approved Products uPdatad,zraro2o E�Simpson Strong -Tie 2020 FBC Approved Products Updated 12rWM20 Simpson Strong-Tie:202Q FBA Approved Products updated,2rJorzD2o Simpson Strong -Tie 2020 FBC Approved Products Updated 12l30220 �j For direct lofts to e11 SSTaPArWals d""sled 6&lovt•,: COCK MERE. For d'aeet tnksto ell SST epprWals rated belay,. CLICK HERE. For dlraGt Anksta aH S87 approvals Isited belay,. CLICK HERE For dleet Inks to ell SST apprWRls listed oafs»,. CLICK HERE. wFor addt coal mfamatroragarPFlandas Statewide PrAdoc.t. APProya�5fain and MCounty Acceptance NbA},C CIrP s Fa additional lnfama onn89ard9Flondas Statewide wrdo Product .tAAArcvai1SemAa-Dade County f Acceptance (0ACC_F , For additional itamtrQn regarding Flmda s 5ta ewxeProdctAPPrcuel$yemd Mml-Redo County of Acceptance e•( A ,'CL1CKHE RE For additional infartnaonrQgardm9Flalda,.s. Eaewa Product �APProyalSfstaand Maa-Dadeount Notice yAacAcceptance (N_OAt,'C C 21 LB;senesharigers Topflanga hangers=available,mrwidth ofl•9116' and freights FL#11468-R5 18 SIL$V1 56, S145V,1,51, 5/LBY2,06, 8/L5Y2,37, SJLBV2$6,.S1LBV2.88, StL13V312, Top FlangeJoiistHangeis 5 SET-XP Adhesive Anchorfor concrete ranging from 6.3f8" to I S-If , SJLBV3,56, S/LBV382; 5/LBV4 O8; SJLBV4,1 , SJLBV4 2$; 5/LBV4.76 kBV64t) B Strong-Bolt2 (STB2, STS2.4SS, S7B2.6SSIi Strong-B042 Wedge richorfat concrete available in carbon 22 LBAZ series lingers Top flange hanger& available in width of 1-g/18' and heights .Sea rl ,Product MQde1 Numberor Name pg(tg$ Deeri tp ran 18 S/LTT20, Sip fT22, S1HT114 HTT4', HTTS Waldowns a steel and ?yeas 304 and 816 stainless steel . ran i ''1romgwiB"1o13.1 s - g rig f8 1 „ : HHU521d-3 HHUS2,1�4 Joist Han er 9 20 ._., '2 - S1MST60 S+'MSTi2 ,. - straps 1I$ mil 10 a' p- (-:_..9 �. 7 Titan HD HD-H THD-HMG THD-H4SS THb-H6SS THD-CS, THD-awfi" (T.. SS} Then HD Heavy b SerewAnchor#or concrete and mascot Y.. }itY Y 23 LEG3., LEGS, L£G7 ranee hangers. - „ _ Tap flame hangers.avarlable In widths ranging from $ 1 /d to 6 2 HRS8, HRSi3; HRS12 Strap Tles 21 SP4, SP6 , Stud Biala Ties v la x e carbon a_ai ble with he h ad. m ca n steel and Types304 and 316 718 and Heights ranging from $" to 33-112'"• 3 HUGQ210.2-SQS, HUCQ210 3-SOS; HUC0310=80S Joist Hanger 22 SSP DSP, TSP- S'hld Plate Ties stainless steel, orwith countersunk Bead in carbon steel and 24 MEG 5, MEG7 series hangers Top flange hangers e+vaiiabie, in`wdths ranging from 5.114" to:6- 4 THG32, THG63 THGBH2, THGB4, THGBH4 Joist Hanger 23 STC, OTC TrussClip Type 316 stainless' steel 718' and heights ranging from 9" tc,3210' 5 THGQ2SDS3, THG "DS4;5, THGQ1­12SDS3, THGQH3-SDS4;5, THGQH4-SDS8 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (THD37634RC,THD50934RC) Titen:HD Threaded Rod Coupler forconcrete 25 MIT series hangars .. oflange"hangers 'available In idth ranging rom1:91, "' T p m y,1 s ra g g f 16 to 5 6 G 3T GW8 `T GW4-3 HGW4-4 TH W3- H 4, H , T Jo lit g 25 TJC37 Truss Jack Connector 9 TRenHDThreadedRod Hanger HDB251'5@RH THDW7158RH THO3721" ,H g .Cf 2R , itenHD7hreadedRo ,an f rconcre T d H gar o n e 118";and heights ranging frant9.114'16 74", THD50234RH THD10212RH) 26 PF; PFB, PFDB, PFDSB "series hangers Top flange hangers available in width of 1-9116" and heights 10 Wedge Ail (WA) Wedge -All Anchor for masonry ranging from 3.318' to 7-1/8".. FL*t 14773-R5 FL#13904-R5 27 RR Ridge ratter connector 28 WP ssrres Banger's Top flange hangars available in widths ranging from 1.9110" to 7- Sea S Product Model. Number or Name Product Descriiptir" Sso # Product Model. Number or Narrie Product Description FL#16230-R8 1J8' and heights ranging 0-1/4'to 32", 1 DETAL20 Double Embedded Truss Anchor ' - 1 Cf,QM3.62-SDSHDG, CCQM4.62-SDSHDG, CGQM5.50-SDSHDG, CCTQM3 62-SD:5G, Masonry Pier Caps 2' FGTR, FGTRHL FGTRHR Girder Retrofit Anchor GCTQM4 82-6QSG; CCTQMS 50-SOSG, CCCQM362-SDSG, CCCOM462-SOSG, Sea # Product Model. Num tier or Name Product Descrfptign 3: H16, HIES, H16-2- 1­416.2 HurrlcaneTto GCCGi 50-5DSG I AT XP ATLXP High-5tre'agth Acrylic: Adhesive for concrete or masonry FL#t0860-R5 4 HETA12, HEFA16, HETA20, HETA24, HETA40 Embedoad Truss Anchor 2 ECCLQM3 62G. r, ECCLQM4.6267KT, ECCLQM6.50G-KT, ECCLLQMD3.62,$.KT, Masonry Pier Caps, 2 ET•HP ET -HP Epoxy Adhesive for masonry 5 HETAL12 HFFALL16 HETAL20 Embedded Truss Anchor, ECCLLQMD 162G-14T, `ECCLLQMO5 GOG-KT, ECCLRQMD3.62G-KT,'ECCLRQMD4:O2G- 3 SET4XF1 SET- jP High -Strength Epoxy Adhesive for masonry lqgl ,Prod M ,el.NrrmberarName Product Description 8 HGAMIO Htu19 masonry retrofit canneotors Anchor ECCLRQMD5'50G KT, -KT 4 Strang-Boit2,(STB2} ,. strong -Bolt }e ^' 1 ABAAA. ABA44R RBA4B A8A46R. BR56. ABA66R A Adjustable J 7 HHETPrI6 Hl{ETA20. HHETA24 HHE7AA0 , - Embedded Truss Heavy mbedde r A ch 3 HUM 25 ' GU 5, 0 U 7 D U 5 U 9 Q' G 5 H M 5 , HG M . O,HC3 M7.2 HG M . O Heavy Masonry Hangers y y 9 6 Tlten2 N - ITT z) 2 S r Concrete Then crew Anchor Co rate: W 2 ABU44 ABU44R A5U46 ABU46R ABUS a MUM, ABU65 ABU66 ABU66R. ABU88 , , ,. Adjustable ost B sa P a 8 LGT2 LGT3 SD 2 a LG 4 SDS3 ,. S T i G rderTledowtl 4 L M 2 2 GU L 2 3 L L lJ 2 GU 2t'r , LGUM 6 3_ L M26-4, GUM28 , LGUM28• GUM28 4 G M 1 D Z< , r B Mason earn Han ens y g-, 6 D S S Titan HD H H4SS, TH4H6S THD G 65 . iT, S7 n D Has D t Scr Anchor concrete available 3 4 Tree H u ewA h r forconc et av abl m 0 Y y ABUSER, ABUI010, ASU101OR. ABU1212. A8Ul212R g , LTA2 Lateral Truss Anchor LGUM2104; LGUM210-4, LGUM4e LGUM48, LOUM1410 -r ' or316 stainless'steelwith hex head, end316 stainless steel wlth 3 4 ABW44Z ABW-04RZ, ABW46Z, ABlN46RZ, ABW66Z, ABW66RZ, AB1N7 7 AC4, AC41R, ACE4, AC6, AC6R, ACE6" Adjustable Post Base. Post Cap 10 11 META12, META16, META18, META20 META24, MEfA40 MSTAM24, MSTAM36; MSTCM40; MSTCM60 Embedded Truss Anchor Strap Tie for Masonry 5 r '. r r � MBHA3.i2/9;25, MBHA3,1?JI1.25, MBHA3':56f/ 2v MBHA3 a6/9.2a, MBHA3:56/71:;o, MBFIA3.56111 8$, MSHA:.6W14, MBHA3.58/18, MBHA3 58/18, MBHA5.6W-T25, Masonry Top Range Beam'Hangers 7 Titan Turbo (TNT) o rsun: e ' . c unte 14h ad Titan Turbo Screw Anchor for concrete or masonry Z a" BC4, BC46, 1304R„BC6, SC6R, BCB, BCS2-24, BGS2-3/6 Post Cap 12 MT8M16, MTSM20, HTSW6, HTSM20 Twist Strap for Masonry MCHA5-501925, MBHA5.5Oi11.25, MBHAS-50/11 88 MCHA5,50114, MBHA5,5016, 6 C844, C1346 €843, 0868;.01386 Embedded Column Base MBHA5,50T18 7 CBSQ44-SIDS2 CBSQ4B=S0SZ, CBSQ86-SDS2, CBS(3'88-SD5Z CBSQ88-5DS2 Embedded Column Base 8' MBHU3.5".-:25, MBHU3.66111.25, MSHU3.56J11,88: MBHU3.56114, MBHU3.56118; MBHU3.56J18 MBHU6,5gQ25, MCHU5.50111,26, MBHU5.50111 $8; Masonry Beam Hangers FL#16937-R3 8 CC ECC ECCU Series; Baked columncapswith WI ranging from 3-1P tog-112"and W2 ranging from 3-518" to7-1J2' FL#11496-R5 MBHU550/14, MBHU5,50f116 MBHU55Oh 8 Sea # Product Model, Num bet or Name Product Descrlritlon O 9 C -SDS25 E 5Series: CQ GGYi•SDS2 Screwed column ca v1HhW1 ranging 'from3.1/4'to9-if2"an Sa ao u n Fa 9 9 d Sea # Product Model. ProductDescrintion 1 X34BIC16-`5K XISI016 XiB1016-4 XQ1S1016 XQ1B1016.4K K 410,16Stion-Drive,-Drillin Tapping Screw$with;#3 9 9, FF 9 L W2 ranging from 3.518" to 7-112" 1 DTT1 Z Deck Tension Tie Orlll POInt /1 10 CPT44ZCPT.fi6Z,CPT88Z ConoealedPastTieBase 2: HD12,HD19 B01fedH0ldowns FL#13975-R6 2 XLQ114T1224.XLQ119Bf224.2K 412,24Strang-D�iveXLLafge-Head MetalSelf-Drilling,Tapping 11 EPB44A, EPI344, EP646„EP66e' Embedded Post Base 3 HD36, HD56, HD7t3, HORS Bolteq:Holdowns" Screws with #6 Drdt Pointand Large Diameter HexWeisher Head 12 EP$4Z Embedded Post Base = 4 HTT4 HTT$ HT 53/4 , , T Tensi n Ties a Se .. �1,� Product Modal, Numbeiror am � Product Description 3 XMQ114S=4 XM 1.1461224-2K: �2 #12-24 Stron -Drive XM Medium -Head Metal elf-D illin g , m 3 r, g, 13 LG644, LGB6Embedded Colwino 3ase 5 CTTI g,LTT2QS, TT13I LI tTen rorrTles 1 SDW22300 SDW22333`S W228,.SpV245@ D 22$44, SDW2288 , 2800, SRW3 Strong DrruesDW EWP PL TRU5S PLYScrew _ Toppingscrews with I 14 LPC4Z, LPC6Z Light Post Cap: 2 SDW22634 .rid 4 X9114S1224, XQ714B1224-2 5K X114$I224, X4112S1224, M11281224-21< #12.24Strong-Dr ve X.Metai Sell Drilling, Tapping Sorews wrth Y G Drill Point U 15 MPB44Z, MPB66Z MPB$BZ Moment Post Base: SOW015450. SDWCI56OO Strong -Drive SDWC TRUSSScrew 16 P644 PB44R,.PB46 PB66, PB66R Embedded Post Bass FL#13828 R5 3 5pWH1930pD6, 8DWH18404D9, SDWH19600DB, SDVYH19800DB 9DWH191000D6 Strong Drroe SDN1H TiMBER. HF34Screw 5 XU3481016, XU34B1016 >?K #10-16 Strong Drive XU Metal Self Drilling, Tapping Screwswith 17 P3544A, PBS46, PBS66 Embedded Post Base 4 SDWH2740QG, SDWH27600G, SDWH276OOG; SDVVN2710ODG, SOWH27120OG Strong-briveSDWH TIMBER -HEX Hba Screw #1 Drill Point 16 I9 PBV6,PBVI0 PC44-16, PC46-i6, PO4"K,, PC84-16 Round Post Base Post Cap se4# 1 Product Model. S85i'&24, S8716xA,SB1x30 duct SBAnchorBoits 5 6 SDWS16212.SDWS76 300,SDWS16312,SDW516400 SDW81980t7,,SDW51$71Z SOWS22400;SDVVS225e0;SDWS22512,:5DWS22800, Strong-DrMeSOWS FRAMING Screw Strong SOWS TIMBER Screw Grade) y O P066-16; EP044-16: EPC46 18 EPC48-16, EP064-1,6, EPC66.18 2 SSTB16', SSTB20, SSTS24, SSTB28, SSTB34, SSTB36, SSTBi OIL, SSTB2OL, SSTB241., SSTB Anchor Bats SDWS22800; SOWS22IROO, SOWS221000, 90WS221100, SDWS2212001 SOW 1500 -Drive (Interior FL#35320-RO L 2D PC42.-PC4R4 r' .=,PC6RZ,PC8Z,,PCBRZ;EPG4Z,EPC4RZ,EPCCZ;EPGBRZ_EPC8Z, Post Cap SSTB28L 7 SOWS22300DBSOW322400DB_SDWS24500D6,SOWS22600DB,SDNS228CODB, Strong -Drive SDWS TIMSER-Screw(ExteriorGrace) EPC8RZ SDW8221000DR Sea # Product Model. Number or Name Product Desorption 21 PPB44-4Z; PPB44-6Z Post Base 8 SDW=312C8B, SDWS22512D82 QutdoorAccents"StructuralWood Screw 1 DSSC643:5 OSSCS46; OSSCB48, DSHS Bypass Framing DriftStrutConnector �f 1 22 RPBZ Retrofit Post Base FFL#13872-R4. 9 SDWS2730OSS,SDWS2744OS$,$OWS2750OSS,SDWS27600$S,SDWS2780088; Strorig-DrNeSDWSTIMBER SSScrew 2 FC8435,1`0845.5,FC8475FCB49.5FCB411.5 Bypass FramingFixedAlipConnector SDWS271CODSS, S1QWS27120O$S 3 FPHS034S1016, FP14SD3481015, FPHSD3461016-5K: FPHSD3451214; #10-76 and #12-14 Strang Drr0 FPHSD Framing-to-GFS Sell- v' Sea 2 Product Model, Nu'mberor Name Product Description 10 SDWV13400 Strong-DiivaSD'WU SOLE -TO -RIM Screw FPHSA34B1214, FPHSQ34B1214ZK Drilling, Tapping $or, FLL#'tOWS-R-5 1 CM5T12,.11MST14 CMSTCI6 GS14C816, CS18, CS20;-CS22 Coiled Straps. 11 STN22 Outdoor ACcentik Rex -Head Washor 4 LSFC2.25 LSFC4:25, LSFC6.25, SFC225 SFC4,25 SFC625 Steel Framing Gonnoct6lr - 2 HRS6 HRS8:. HRS12 FHA6 FHA9� FHAl2 FHA,18 FHA24. FHA30 MSTI26 MSTI56 .,. , ,. ,.. ,.:._. ,. _.... 8, Sta a'g7 mil 12 `a _R. ( 9,) -5 L$SC4,25':I:SSG6. 5, SSC2.25 SSC4.25. SSC6,25 MS$Q2.25 MSSG4 - . M 'SC626 ,.., 2.._., .. _.... ,- ,.. .,.. 25 S. .. _, e1:Stu C nnectnrs She. d o, San # Product Model. Number,or Name Product Description M$T148 MSTI60, MS11172, S)MST27, S1MST37, S/MST48 MSSC4.26KV1r MSSC6 26KW' I FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HT528, HTS30, HTS3OC HaaVyTLvistStraps FLA15303-R3 6 RCKW3, RCKW5,5, RCKW7,5 RCKW3S, RCKW6.5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate; 4 LSTA30, LSTA36, LSTI49, LS1`173; MSTA9 MSTA92, MSTAi a, MSTAB MSTA21„ MSTA24 Straps 43 mil (96 ga) 7 SCB43 0, ,SCB455, 80,1547.5, SCB4g.5, SCBdi i.a, MSCB45v, MSCE3475 Bypass Framing Slide -dip Connector ^^ 3: G 8 G G H46-8 GH46 H48-6, GH48.8, . H410 6, GH410 B,.GH68 8, GHr38-8, Gti68.8, GH68 , 8, GlyderHan Hanger g 5 .iT 5: 22 5 LSiA9 LSTA12. LSTA15. LSTA"16, LSTA2i, L5TA24, 8T292, ST2122, 211,,..ST 1 3 i a Straps 3 m l(2€7g,.) ate9.4,-� P ro ua M dal.Num rorNamA � P rotivatDes ion SeCIi� 8 SC 3251 6_ S 97, SGS62 J97, SC5925(118, SC582 5/11$ Bypass Framing Connector YFa 9 l..l. GH610=6, GH610 8 6 LSUSH125, SUBH3 25 MSUBH$,25 Bridging Connector 1 AS 16, AS, 16,50, AS 1836 18 ga. Truss Plates g SCW3 25, SCW5,5 Head -of -Wall Slide-Clrp Connector 4 GL85A, GLBSB, GL135C GLB$D, GLB7R GLB78 GL07C. GLB74 Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS' 20 ga, High Strength Tnss Plate 10 SJC825, SJC10.25, MSJC8.25, MSJCI0.25 Steel Joist Connectors 5 GLBT512, GBLT812, OLST518, 081-T6i6, 61-13T520, GBLT620 Glulam Bearing Plabr, 8 LTS12, LTS16 LTSI8;1_TS20 Light Twist Straps 3 AS-20 20 ga': Truss Plate 11 ssm.518 Bypass Framing Slide -Clip Strut Connector O 6 HGLBA HGLC B HGLBC,; HGLBD' Heavy Glulam Bearing Plate 9 MSTA30, M5TA36, ST6215„ ST6224, ST9, ST12 STIS. ST22, MSTC28; MSTC40, M5TC52 Straps 54 mil (16go) 4 ASHP Hinge Plate Connector 12 XLSH3431414, XLSH7881414 #14-14 Strong -Drive XLSH Shouklered Self -Drilling, Tapping 7 HOT-2, HGT-3 HGT=4 Heavy Gird'erTiedown 10 MSTC66; MST078; ST8236 Straps 68 mil (14 gal Scrams LLJ 8 UFPI0SDS3 Universe l Foundation Plate 11 wrS12, MT516, MTS18; MTS20, MITSM, MTS24C, MT830C Medium Twist Straps 19 X01 SI610. X0161016.414, XQ1 S1214, XQ1 r11214-3.5K, X078SI224;,XQ78B1 MCSK, 'XQI14B1224-2,5K; 410-16, 412-14: and #12-24 Strong -Cava X Metal Self -Drilling, g; URFP Universal Retrofit Foundation Plate 12 SB1.56, S1B1 81, WS2,06, S/t32,37, SB2 56;:S/B2,66, S1B312 SA33.58; S1B3.62, 8184:06; Top Flange Joist Hangers FL#15730-R4 X01I4S1224, XQI12SI224, XQ11261"4-2K X3461016-5K XI 51016, Xi 81016 4K, XiS1214. Xi B1214.3;54( Tapping Screws 13 S/64,12, SI134 28, Si64.75, 5/65 50 SBA212/8, SIBA112MO, SBA2.12M2, SSA2.12114, S/BA4,18f8, SeA4.18110; Top Flange Joist Hangers §S0 Product Model, Number or Nams Product Description Z J S/BA4.18/12F;SBA4,18/14 1 ET HP Adhesive Anchorfor concrete z 14 S/H1A Hurricane Tie 2 GAC, GDP, GDPM-%GDPM-75GDPM-100„GQPS,GW-50,GW-75;`GW-100,GTH Gas-atXustedfersterretsand assemblies 15 SIHD8S, S/HD8B, SlH010S; SfH01OB, S1HD1 SS, SJHOI5B Holdo vns' 3L PDPA PDPXK, PDPA-MG, PDPAT, PDPAT K,:PINW, PINWP, PINWP-vV PDPAWL, Rowder-actuated fasteners threaded Sd ds, and assemblies le $IHDU4,• HDU6; SIHI7L,9 S-I 41�11 Holdowns; RDPAWL-tuts, PSVL3, t'SVL3-K, P LDPA, PEQLDPA PTRHA3, PTRNA4 J 17 SIJGT, SJHJCT Joist Hangers 4 SET-3Gi Adhesive krrcharrfor conorete CL SHEET NO. August 10, 2022 PA 1.3 d= r 5 �2 0 I. ► it s M+ _ Notice i7fAt 9. - i ACIM —trawals r. r.r is u�aua+c�+es. 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PA 1.4 O Cf) C0 U N O0 _JZ N Aiwaimw Ca -w ai -� 0 cv � O LL CU +� 4_ CU -0 O gh O N O L^- being in -F-' CL 0- revision U) Q .� d LU ca C to G.i lV m x NcaCa t/f N N Cq y O �p 3 w a,� a' E t = w A Q ^� � 3 cu w sa u a % N C.'� C [C Q u 0 w Z Co O i Q 0 d O L (MM� W co w a N z J Z *� J SHEET NO. PA 1.5 NI�A�M � �� �> car « 1'1t;,t3DLiCT CAN1`xROI. s��rx,�ir I) i� N F E AE�ME 7" p 12EG�ATi3RX'AND F..GpNpM[C RFS[)ITRCES (ItER) ] t $45 SW 2a 5,12oom 2Q8 $tfA1iD AND CODE A$l4iT�"1~�'1`ION DIVISION Miami, �2orica �3175=�474 T �ss� its-zs�Q �{�s� 31s2s9g �dT�i �� .1�.����`�C� �QA� �w,mismtdade�nvleconamv Cast 1. -Crete LISA. I:�I:rC` NO ICE OF ACCEPTANCE:_ EVIDENCE SUBMITTED EVIDENCE SiTENII'T1�D UNDER PREVIOUS APPROVAL #03-��1i� Cast 3. -Crete USA. LLC Nt3TlCCE OF ACCEPTANCE: EVIDENCE St�TBMTTTEII O PR4'VAL, # 12-0%OS►«12 EVIDENCE. SUBMITTED irNDER 1'REVT U`S AP Cast 5. -Crete USA«LLC NOTICE OF ACCEPTANCE: EVIDENCE. suBNUTTED PREVIOUS pROYAL # 14-E1903,03 EVIDENCE SUBMITTED UNDER AP Cut -Crete L iTSA, T.0 632d County 5 - Road 'l9 A. DRAWINGS: A. DRAWINGS A. DRAWINGS Sefther, Florida 3358�4 Details sheet 1 of I I. I�rawara N4. FD4bi2 ntlerl Pr�eart dyad Prestressed Lintel 1? Is , , g - ,/ , Jr e 1. Drawing Na, FD461 �, titled Precast and Prestressed Lintel Details" sheet 1 of y 1. Drawing Na. F.D4.+�12, titled Precast and Prestressed Lintel Details" ,sheet 1 of • ` Drawisx 1V'v, LT4d1� titled prepared by Craig Parraaiv, P.E., dated March Z9, 20t73 and g , . • prepared b Craig Parrtno 1'., dated March �4 2()0� and Drawin No. 1 dated D3/24103 and Drawing IVa. LT46.12 tailed Cast -Crete 4 6 & 12 « S (:�DPE. "Cast —Crete r fP . .� �' ared 4 d cQt 1,2 "'Lintel Safe Load Tables", Sheets`:1 thrau a , by �''' f pre P „ 3J /J J L T4tSIZ titled Cast�Crete 4 6 c'fl~ 12 Lintel Safe Load fables ,,sheets 1 JJ Lintel Safe Land fables , sheets l through 3 of 3, last revision dated La6f121'14, all ' � i8 T der the applicable , d' atio e o C This, NOA sued under rules ata ri: ns overnTn th use.. ' construction materials. � �a �, _ _ .. _ a both #1 cried April 2 0 last revision d Bch 2003, irav P.E. dated Mar .�4 at Parr.. , , .1`• , .� 7"fdl �ii t P..i� teC�.�+�Sr��t �4 �`�� ��5� through 3 a , prepared b C �xo, , c�a � Pl'.:. Gilt � 1��: +t' are signed ar�tdd sealed b 'rczt Patrtntr, 0811 l . ' documentation submitted lids been reviewed and accepted b- Miami -Dade Griun ;l�Elt Product Ccatatrial �' ty . sealed Gran Parranca P.E. drta�Taa s sr : ed catad . by „g g , ,. revision dated March II, 2Dtl$, all signed and sealed by Craig Parrzrao, P,E, on . Section to be used in Miami Dade County and other areas �vliere:allowed by the`..Autharity Having Jurisdiction B: TESTS It�arcla ��.�, 2Q12: B. TENS ()• 1« Test'repctri on, flexural testing on 4' d" s� I2" Precast Concrete Lintels P'rletl r�rad B. 'TEST, 1 ° a'' This NOA shall not be valid after the expiration date. stated below. The Miami -Dade County Product Control ; Iln led ModeXs, total a, f • (13) concrete lintel specimens, Per.4.�TM:E=32,� 94„epared , 1. C. CALCULATIONS : than I fl/ 3 si ed and Z �TI:L FE �CO MLLIT TEPTIN8. & ENGINEERING COMPANY 2 Urge trilsile fh1p4dt;6&fAtIqueload teftwenspedburted under,'Prot000lsTAS 201, 203as per section 1,06 of the Florida Building Code. Uniform stOo loacis I MA10MIC HARAM,19RIS 00-1-0 W-JFX , OW -AM Sh a , all'be'Attictly"Ift accordance with ao6qlal NoteS and Compononts indicatedon 28, of Product 15valuatIon Ooourrtont.,�P.Eb.),dr sheet 1 - end,22 * 'Iing ow -0 ilte:r1cont I'LAP, NA, �R�V 81, TA-$ 202,Protacol, Test reports propared by Hurricane �E I 'I- & agineering as, In'dlootecto 0,04 is Ij 7 sird 21 of Testi,19, 12ROMMUCTMWATION R99M #g.vmb dated 6&wi 996., all three signed and soAled by Hactor M. Meclina, to�- Inc. reports,*20ndided04/1811 � d P-P-jl FOnestration1est1% LobQm yt 9944n 21,�a d9t ad 1 0106/190S witnesodd by Gilbert Dia"Od, P-E. and Report No. nONS 7. LIMITA NS.-OF UM- ITPORTNO." 0219.0,1,-M,,dated�.Marrh�4,200!D,, signadand sealed 4,yF�dmundo LaMaoppada,, P.E. and Hanry,Haftem, P.e. 7.1. ftell be striotlyIn compliance WIW General Notes No, 1,41hru 14, indicated, OATE. July 28,2020 Tensile tostropqrt No, 9CAAA 9, 7 b y W Metallurgical, Im. dated March 13,20K on skeet I of2k as well a% General NoW%r' #I thru-4-and 11 thru 10, Inaloatisd "n 7 PROVILICIVATEGORY., -'qhUtlets signed and soalod by Frank Grate,,P.E. Prepared by Tiltemi I= and signed and sealedby Wakat',k, P�F PRODUCTIOUB-OXTIEWW" aarm Panels Gaga'G$lVaniZod S�Sql Storm PAMI for maximurn panel length vs. design I 72.,'Productm Ib6instofled With!, h HIISIH)iELOCIT�.HURRICA1415 XNES-as *y defined on sectlon 162G.-2 ofthe FloAda Building Code. PRdbUCTNAMEt 20 GAGE GALVANIZED STEEL STORM PANEL wind load, as walf as maxim urn alichorspftiog vs. deW- n-Wind load ahcIpanal Idn' I dA" length based on Mflanal and cclmp;kratjv�q�,,analys fs_ and Jn,acVQTdanc6 with swilon. i0i"O of the Florida BulJdIng Code. Calcuatlone prepa by-Tilte.co, lj%�, 7.3�,ftdqc�t sh4tlJl'qnIy- t;Is 100104010to 00100d,00horat% eondrate blbok an'd wood frame strucWtes. 4WO S-W"MIWOM Vaviej RoWSIW314 dated 1110WOO and =1015, III -I* gned and,sebled by Walter A. Tillit, Jr., P_E� I.-PURPOIE MtALUAIMN. 3l, MWAILE IM NCF,-. ProductEvoluation Report "pared Oy-Waltes? XTIM, Jr,. RE. (Piprida License This ie-a'Prbdi lot jrjP.E. (Sy-st, M by Walter A. Tllll%� Lot' a, mIssile I mpact un' dorsection 1626�of the Florida Building Code, as per pa Of A. W07-1 N0,44167)i PraitclenlpfTiller C-0 61 GIO-3, Method I0 -of the Florid 'AItpartm .00 PrOtesslonaa Regulation., CWND LOAN-RENSTARM F 20-GAge Galvanized StdafSt6trn Panel has beenvettfied to sustain wind p1r, This productis being Itsued an Evalmation Roport.asidewribed, herein, and has 6401t Verlflai:ilor cotiplia6pe in, accordance wkh-th4, 2ko i�; pressuras� Maximum panel length Oalrbe As inilitated.,on 4htmts 8, 10. 14, 15, 18.10. 25 antl,26 of20L.Df ProdL[oi.E'V,8IWatIQn1 Do�U mant'(P. F.D.), drow1hil No� .,44107 FloddA Building Code, And love-rifythatthe prodWlifbrtheputpase rntended at least o4ol0leritto that required bythe, Codo, 26476. Maximum Anchor Spacing shall be as Indicated on sheets 5, 9, 10, 11, 14,16,17,18,19,20 26 W arvd2Gof2f),ofProOuctEvAluatonP!o _A*TrIV This Product Evaluation.Reportsball,ba subject to review and revisto of n In paisa, 20,170, a Bullding Code change tat may,, af�adlipjlm it*lons and =,mclitions shall Itie Performed strictly 1 In accordance with details incItcataton 2. MD-ENCE SUBMITTED, 411 - - - - - - sheats3fhfu7, `10 thru 20,23,24 and 26 ot26.of Product Evaluatiortl)ocument (P.E.D.)�,AVAWIAO No. 20,176, MInIffiLiMsoparotion to glassehal be as M-n, MCI L STW - %wAtIOND M_ D no No. 20ATS, tMad, i'20, GAGE MEL ISTORM PANEL", 28, of Prod" V81 I ndicated on shdeb 0, 14,16, 25 and 26 of t r LAtloh Document pheets 1,thry 26 of 26 prepared by I itteco, Im.; signed and isealedby Walter A. (RE.D1 drawing No. Ttlljt, Tht4I,dra�L'wing"It on integral,oart A, .4oNs,�, rjQ4A 'q� 'k J. EN � _�4� 44-1 . I !'� 77 f A �phoAc 5) $71,453.0 - (305 0 N AL `0 M& kxmo-�� 1, STORM POMI%101114 01CINIS PROD= EVALUOM HAS BEEN YERIFIED MR 0MOUVIGE IN ACCORAMIE WITH THE 2020 (7th EDITION) OF THE FILMAWAMW W-C-ODE ?MM" WAND LOARS $HALL BE OETERNINED AS PER r PEOTIGAN 14" OF THE ASRAE NiNnoilOo A X A Wr A = d - r, 51 %, I III V4 Sm"? - I T 02% wl" IN HV = E A "I W, VM1 ItZ U M (A MD DEMN PRESSURE 4471140S MWED ON SHEEIS 7 THRU 12, 1C i!l, 16, 19 At 20. IN OWDER XO %V" THE AW& QPNMXK VLTWAYE RESIGN WIND LOOS DMOMED PER ASCE 7-18 SHALL BE FIRST REDUCED TO AS& OMON,"NO LOAD$ W OMM"NO THOA BY 0,0 WOAQER TO (411LO) OMGH PNESSURE RARNM IN== ON *WM`F RM 1q, I*, 1!� IS, 19 & 20, IN OVER TO vmywT AcNoRs ON THis gm. As TESTED WM NOT o" STRMEM A 3n ItICRUSE IN, ALLOWAW-t �FOR W01OADS r _MTO WOOD go SEEN VEnItAtNED IN O�M USED IN THEIR ANALYSIS, fASTM*M SW $TOM PANOL'S AOCOUAM FOR WIFACt ANO AIM AMWAHM HAS "14 SECTION 1626 Of THE ASIAS WENFIDNED CORE AS PER KWAICARE VWW" & zu W.'" 1110�-570 & 96-T30 AM rawsmaw 1EM4 LAM, ING;, IMPORM 120V a 12126 . As AROTOCOLS 1AF-201, TAS�20,? AAID TAS-II01, AS�% AS AMW.AN IM LIS OF SOU04 FLORIDA *ePM 00191111-0% A PER TAS 201, 74 202 AND U SIANIDARDS, I ALL AtUMW EXTRUSIONS TO BE 0063-TO ALLOY AND TEMPER, WM OtHERMSE NOTED), SEE 94MT 2 3 ALL ALUMINUM SHEET WIN. U= AT C1,MFO SW4 HAVE �105-fl 14 ALIM. 4 ALL SIM &4EU MAL P*9LS SHALL KWE sMUmqW DUALITY Mn. ASTW A-sS3 cRAOE: so uNimuAk 0_60 O&VANIM STM CESWAROW WM- 5&S ko (AFTER ROLLM, 0, a SOREWS 79 K Sr*Q= "n 304 Olt 319 NSI SERIES OR 0010=404 REWA41' CME04NOON SIM AS M $00IB * 50 MAI VIELOSMENGTH AND 90 tat MOM STRENOTH At VALL CONIFLY W/ FLORIDA, MARANO. CODE SOLTM z4ffl,114. 6 8IX7M TO SE AM A-M OWWAZED SIXEI� 00 AIM 304 SERIES VtWM TUIL. WIN X k8i 4WAIL161 MD SWNqK I N04MS TO WALL SWU BE AS FOLLOW (A) buzziff I wam-tatt;= I/es WCON AKHM As #AAAIFN:aUFEo Or I'TA WLOEX Imt, (wh, r_4 l,0 Ile, !"7S,= , .6, ,It .2-0.4n, - -I. ING. t... I, 14.4 = #XI4 *0MRS. AS DIS"UTED BY ALL POW W^V. IALf & SUIALlY GO (Mim re-3000 P.NIL) #14-10 PANEIAME FEMALE 10 * PANFLIIATE PM ANCHlM. AS W"A41UM Of E= 00149TRUCIVON ORODUCIM M=0 ts RA 400 % I� AS 4ANUFAVVIO W TRU-r r CORPQ Vok (V-1 IvJ,) A. 1) WMW SAIIEDMEW OF TAKW ANCHORS ANIR POURED CRINAM SHALL BE 1 4/4. r FOR PM91WTE FENIANE m Am PvmAxx PLUS. Am 1 Ile rm or tn-oitp ANGNoft, A.2) O"-W & SIOLIO-SET ANMRS SKNU,NE EMSEOM J/r WM THE POURED e0NORM NO, SMOWEXt INTO Mcco %W.L BE pourtm Ile 0-20 ScREV's U= %WL K I t/2* Low NINWA %OAD succo ow. NO V MINIMM PON WALLS WITH NO STUCCO, *0 PAT BE HLAM SMIEWS OR ALL TRWA093 SCIIEINS W/O NEAR, am "" "No NVIM "I IN CAMINAT PREORST STOK PRECAM CONOWX PANELS, PAVM STUGOO OR WOOD WOM BE FOUND ON TK MTING WALL OR PLOOM ANCHORS SHALL BE LOW 04OUGH TO W" THE WJN STRUCIIft 0000 SUCH PANELS, AWMW" W014 RE AS 410MONED IN A.1) AND. IN *2). 6 TAFODN AWHIORS AS BY I T, * SURDEX pot A 0 x 7/8" CAUlt-W ANWM AS WAWACTURER Of WWALT W_ (NIN, r-1500 PAX) _I�AIA X 31-V 1IOUD-SET ANCHORS, AS RIMOM 4V A" PRINT SOREM SOLT &'sPM^1Y RM (ON, f"t-Um P.%LL) ORS. 11114-19 PAWIJAIE faKE 0 AND PANTLUATE: PLUS ANICH AS V00A)FACKIRED BY ELCO PRoDucm (w re_Rm IN ANCHORS, AS WNUMOTURED EY M-AAM COVOWIM at) MINMW SIMOMMENT OF T~ AN0015. MOO VANEIMATES AM Or IAP-OW ANCHOR INTO THE .,a - BLOW UNIT SHALL BE 1 1/4*� S ". MR) cAu-N * soun-S EYE VLOCK UNIT. NO INTO VILIC00 SHXIA� 1f7="X111AZZ=.'11=1M 10.2 .W. 9. MOSt. M40 It* UWWLW FOR WALIS WIN NO VV= 1-s� ,8J) =VAT' PR%W SO,*, OR PRCAST DOwn'M PMEM, Stucco OR w=vOAW PE tom ow THe W" AHCHORS SNALLEE Lac ENIAIP to 1,1EACH TW "0 VRUGtURe BEHIND SUCH PROGiL AKKMOC WIALL 1k AS MENT1001M IN MI) AND IN M21, (C) - - 11'**0 TAPON ACHORM AS VANUFACTUREO BY LIX RKW. INU, 0 4-10 PANEWIJAIM R*", 0 �" )AWOOF PLUS ANG14ORS, AS VANUPACTUKU ER =A, CONSTIOUCTION PRODUCIS, 1/4 *P?%= AS DISTRIMM BY ALL POINT SOMM, SW & SIMMAM CO. =THAISAN INTO W%)D OF UPGON ANCHM SHIALL Re I I/,- AND e 0)k AM. =" _M= PANCIPATE PLUS cl) Ot LAC $M"� IWO IHE M"MUNIT MAU SE 4V"=,IWREADEO =114MIAMN-11W at CONSIDERED AS PART 'M "� CA MMUM EDOE DISTANK OF LAO tCk", INTO WOO WALL SE AS WOFMOE6 IN THIS ONWNG C-4) MOO" PEKTRAPM OF WOOD $us" SHALL BE W iy4* P-20 SMM UM NOLI,_ M 1 1/2* LONG MWWW ShOULD $111000 03st AND I* MINIMUM MR WAUU; WITNI NO sm= C * Zlt� AN=P= MONE, 09 PRECASY VWWr PANEL% &TUDOR OR WOOD 00AMbS RE FOUND ON THE OWING HE LoNd Effimm TO, READ" TK WX SIRUCTURE VAN0 %" AN" OMM40E SHALL BE AS WNPONEP IN C�I), CAI) & CA) 0) ANCHOAS SHALL �%E INVOLM FOLI�, ALL OF t#M RIKIVANINVANONS *4 SINXIWOMONS OF RIE ANCHOR'S WAKIWAMIURER, 4 PARIMS WAY =T8�r =:TWWL OU014 SHE ;I;" INSTAUAM VEIAILS SHOWN 00 SECTION 3 IHN 10( Mt INNO," 6) NOT IX V5M a, M SHALA. at 1HURINA FTE It&=0 $0UNPHOZ DF tM SHWIIR IS TO BE AITACHODIO IN 13E =ACHED TO'COMEMU: MOR WOW f%kVE VAZ#4= It EACH AE"AR SIGM PANEL VM LERMIM OVER V-4 TKI%W 1XI,4"lAS PER 9 A 10 AND ALIVINAIM SW. Sw III low ON MY% H"MA NE y WSIRUE WAIKING, INMUCTINO OWNER an TENANr TO S,6=681* %ne &= IN V= T%R W" IODINE WARNING It � TK twNIATION VORTRINCIOR 4 TO SM W ) TRI&L.9 ALL SHUTTOR CONPONENT EDGES WHICH RVIAW IN CONTINUOUS OWACT WITH THE 9"No To f4ow WWR1#AM N RIATER IN INIS DRAWING PLUS ANY MANG AND ZONING REGULATIONS 'r "tc, AMR porz ROT "06M 01FOWAON Is DEWIE'n1w m4v FOR A 10 !VTkC%0XDA T"N ENGINEER M (b) CONTRACTOR M it RQW00SLE FW THE SUMION, PURCHASE MD WALLAIPON INCLOVIK In SAFM OF TIN PRODUCT PM ON THIS P40. =f=D0==WTHE_ CONOMON$ OErAW ON INA DOGIA001 CONSTRUCTOR Soto (g) THIS PRO00171VAJATION WOUNENT WILL SE CONSIDERED INVAUD W NOMI&D (4) SITE SPEOM PROJWM SWIL SE PREPARM By A FLQROA FIEGISUREP ENGINICER OR ARqffTWr *I" WILL SMOME M EWNMVQ 'ft-ft (L&%2W O-UO .0 W RCOPOWSM. FOR THE EN ISHA41- SAW ORIGINAL SEAL AND SIGNATURE Of INE PROFMONAL K W=0 IlIANUFACIVIIEVS LQEL SHALL BE LOCAM ON A READILY VISOX LOCATION AT STOW PANEL MW ACCORDANCE WITH SVnON 1709.V,3 OF flARDA OVILONG CM ONE LASM. _41413. FOR Vam Opnow L"ouNo TO 094V WRH %o" lmu OF "Ht FLOFICA Sk"INO cw� Tin ONWARD, VIALL ONLY BE :"41�_ MAIN PERIM IN THE SMIE :P T0 /T LTECO TILLfrTEBTING & ENGINEERING COMPIANif �Ilto 00-017,P1 2, Large missile impact foad test# weraparfbrmeO under SSTD 12-99 Otandard ao parsectiort 16W 1,2 of the Florida 80illoing, Code, �Uhlfcym,statloJo sesper �ad , _ , .0, INVIAUATJON: installation shall be perfbtinW stridtly in a= atod OTIr r4anoe With details 111dic illeets,3 ruB, 12,thN1,�ofJ6,,Q 'i Product EvaluAtlorI Dorumenl:,(P.f.Q.), UW= BYAUAMN- REWU 6ectidne f"IM911,3, pIiprASTM "0. T rt byAmerican Test ropo, 5 prepared Ing rowing iiio"Tki.-, d 7t. Minimum separation to mtediont glass sAall bees indiv Lab,of$oiiih Fibitda, Report#0414-OL01 dIgled,b3H1f02Wftnessed byWilliam sheats:%,6, 1% 14,16, fWand 11) of'18lof Pfocluct Evaluation Document IWPORT NO.'.r 204t27.0t, R. Molinari P'.E�., 15ctrix Mo p -�,,;nd4H on ry,14attem, P, E and lf.kep4q, N d brl.;a�P��,2 6 024,19. 01 �09,, date Fe 2 signed, and s0led by Ed,mundo dm 'Ing No. 20.11C (P.E M w DATE., July 27,2020 Lergaespada, RX. and Henry Hatt6m, P-E. Large missile Impact and, � lic byr. food Ings',,pOr Protowiis- T-AS 44 4:90ilos �pOr se6VO61 009� 1.2-of the'Florlda tAAT0t(AL,c14ARACU,8 ECiFFMATIOW, PRODUCT CATE60RIP shutters Building bode. U0, Report prepared, by Am -tic OfSouth Flonda. , *n Testing Lab $hall be 1 c7t�tinscw arK-*Wfth General Wesortd Cornponerits Indicated on 41A Reporl,Nor. itZ3.01-10, dated NctyomberU 2010, signodand sealed byiwo EE. 1,8,,-o Pfoftot,Evolu lion Document r w sheet I *rLd 9'10 �,f a 4 4 eing Nor, PA06UdT�S1J8-CATEGORY. Storm Panels PRODUCT NAME- '24 GA4E,QALVANIZEP MELS1 RM 1 0'', PAWL Vical, lnc�, dated, Tensile idst r d No,,9C10A$$ by 00 Metaillwt March WMR, p6rA§T by FrAnk"Grate, P.E, As, M SA-ond Tensile Test as Anchbr tpatificatlom,,okoll 0s,qsJn 'dicatod On iaheet 101 El,of FIroduct tvaluatic� DoWmehti(P,E.D.� dfirimiling Nd.2047& Per OC-Metalluraloal Report No. 10KM-1 318,-dated December I-, AIDaigned MANUFACTURM� GIOMI, P andlseated byJarrry,jap jofanp, P. E; as per AOTM E4. 4000t.W.ST $troe L LIM MIJONRAND MNDMONS OF USE Co �4 Gage GalvanizedZiopistorm Panal for maximum panel length vs. 4esign wind load- osioll as MAkifflufft anchor OD6�40'0 vs�,deiignWindloadand panel 7,1. Shalibe 4fril6fly In compliance With 09001411 Notes No-, 1, 8 tbTu 14, Indicated -No OIF WAL. LW, 7101kt length based on and, in Accordance With owshest faf 1:8 of Product EVAlUs#0n DodumentiP.E.D.). drawing ,20475 ArOpar#4 by-Titecpi Ift, ancl'siglied Ond'seafed bYwaftorA., R%Vr Ussued,byValle, r-A. T11111, Jr.,'P�F.'(System Coloulationsp Itb6q Inc., dated -1 2i ro0s;-ei4y T! 1:9h 0 and6,M7/43 (for this revision), signed and,seo'led by Walter I'D �4 119001 to ihe,Glolbal Protactibh Products, LLC, Rule Chapter No, A, T111ft. Jr.,,P-E, T2, Product shall notbe NEZONES Installed within HIGH VELOCITY HURRIC�A 4162(141 Method 10 oft Florida b *�O'artlnnnt of Bu'stne*q and Asdollo0doin section 16202,ofthe.Fforlda Building Pods orofwa"i 1psiLE iiApAcl gwisT)W�c_r= '911 1.3. Product shall only be Installed into poured concrete,, concrate,blook,and ThI%,,Ardd40,0%1,*0,9 lesimcl qnfvaluatlon Report at 0eispribed herein, and has, I ' ' ' qtI 11%91;R otthe Florida Building, Codk as per ssT. b *,x9g, Stan "dard *W TASrai, woodfts a nce w Ith the,2020-Seventh Eidition of the F166da Wilding Code, And Wife u is for the pwrpW Intended , *taltiheprod ct Prod uct,.Eval pation Report prepared by Walter A. Tillft, Jr.. 131, fflorlde License , at,14asto'*4ent to that requft*0:W the Coft. 4, "NO LOAM RES113'rANC; No. 44,J6?)A Pilesident of T kaco,, Inc.'(Fl6dda OA�7ib), Thisprodluct Evaluation Reportshall be--subjectfo ravlawand revision in case of 24- GA00- Golvanized Steel ­ Storm Panel has been verifled,to sustain wInd Mo0mum,panal length shall ba4s indlcelsd[ on, 4hoeticg'; %,,% 11, ABbildino-Code rhahgathat "afreptits JimiIiattons-andoctriditions ' 11 and 17 of 10 OfPrOdtldt Evoluailoh Document (P.tt.)i drawing No.'20476 .. .. IIQ Maximum Anchor Spacing "all be As indicated on sheets 5,,V, 1% 4 1. 14 thrLA 16 N-Z, amd a ACCUI ENTM&M -246aqaGaIvarf1Lt0d Steel Storm Panel has. Won Nierifted W codecorripliance to MeWlOgNo. 90-115, twep -241 GAGE GALVANIZED S MEL STORM PANEL', �Ia OnTIL71!��bIAQWN RR04t�,qkji, E,AEPORT,20 064A4, pf(o PJV,4- L 13E N AA 4*-PAs thN j6f 18''preparod, by Tilbeco. Inc,; signed and a eled by Walter A. Titilt, Jr_ P.F=,, dated 0112V26M this dravvin q is'arl !(Its -R40por ,,, "44 WIN 'A A toclkri do T� 0AI-VL NEM rMI2L k� #20­41i I R V� rip. 167 T F STATE OF 01 6-35M XW. 6th &met, ito 3 05, 30bmi, FIbMa 33 1,66 - ftx=. (3105) $71 1 . -1531 GOWNENM EQR REQLAR 1k UEL SAM RM PANELS 5.1W MM wam�-_ Stw MIX *V"__ Wmaw 7 Dor WL THIcX WIN A-W iiIk THa 104 QV4X 00 WAMM SIEEL 2. 30' 4-AU zo Xr 60=40 NINWUV DICUL ` - el :F: OaX L 4" A 4&V ----------------------------- L-1 r ------ ------------ END .9=M PANIEL IRS, PANEL'S END LP N 12!Kr ilow sg� ­7 11/a0lIA&AO, S sruff ITIRM is. Ing WXRP 10 12 49 .17W L.OD-1 ZI I LOD,, A tv ENID UP W/ Haim mc (9 mou W13W sm Mum REME Sma ----I WAS I IXT, _f__j 1/0 1/14 EDGE 4 Aw. I 304 swim ]WATER TV 1.4OnAa- .37V 3 0 12 Vr 01* 711 f . mi IV T, I --4t.125' I MW PANEL . 1 400, L_ __j I - WM' I - 1 7.- PW ICIEY HOLIE WASHER (1) 'f* SM, ANOX 3XI BM (D nAT W. is, Im 44167 FLORIDA BUILDING COIX Yeloolty-folu one Zon#J VER WING 11W 02M 20 Qa "WARM VM VM PANEL ISEY 0= PLO Oftollft 'to. -low - ___ "'ff- AT PAM C GLOBAL PROItCTION PAOOIXM LLC ILrV "t, 111 400 IV, Of .101 0 2wX7'YIW AURWIT"Or. W 10"a NUI WOUT X^ PA000. 31314 AML &UNZZ-4-C 20-176 V till bli-401*5110 0100ft N. -.T.* 19 A& ;t, I - I N A Or U'r 1/4, 2/4, 3/4. 4/4, 5/5, 7/6, ZW/101 ZiN/101, !W/10, 0/10, /10, SW/11 & 7W/il "/-s ra* Nox 51W ANCHOW' POP MCRETE Ut SCHEDULE ON SH05IS 0, Milk FOR WOW SEE SEC0004 ON SHMIS 10 1 MIM:-f 6 El PANELS I-, a-m-m- _W­f 7140- - - 4 U-A 1WL.1W, P (�Srz SECWNS AS = 3,3t APPLWSLE) ($ItE SECTIONS AS APPLVA9W A -r- - I - r wx L.,,: WX--4 I -Rio. 1/4, 2/4, 3/4. 4/4. 5/5, 7/5. m1W 1W/10, 2W/10, 3W110, 4W/10, 6/5 SW/101 ew/11 & 7W/11 AKHOMFORCONO-�EMSDiMLCCU99MTSS&t FOR WOOD SEE SECtIONS Olt SHMM 10 * It ]REGULAR STORM PANELS (1) & ELEYADO N.T.S. GAP oft -A -,V RAP BUILDINO POIDE WWI, Vowe"Y'R catut Zons) am IN= W_ 20 MM 4WANIM WEEL sTW PANEL 441 7 am" W. JILIJEC; GLOBAL PROMCTION PRODUCTS, I.W. INC. 20-176 0 SINAK M. MOM 0bQIWV­HlW Fft WINSIA-SM OMAN. z�j Z it IRMLLATIPH DETAILS E91 asni A_" M Q20ES W= FOR INUM"M IN, MM 8FOULAR PANELS I IffD E ISTINO POURED CMHEILOR C9NCRETE BLOCK 2MCIUMS OR wa INSTAIALATM DEMIL$ FOR. REOULAR EANELSa it (91 INSILALLADON DETAU -EQR (i INM EXWNG POURED QQNCREIE QR ON BETE BLOCK STRUCIURE5 INTO EX[nNrz EOLIM CONUM QR CONCREM BLOCK iACTURES culOWO: YAUQ FOR MMA UEE WM AND E-Z HAND SMW E&L mm -A,40"M FOR COWETIC SM SONEOULE Ott SHEET a 1-1 CONDOM BLOCK OR mm 3010" ON % - Ilr I mm ter 0 INAIMAN 0) RE04,41:10) REOU0110 REQUIRED VA *00" '== -1 WHOLE VALLM I% WVU F r- SHM 0 SHEET 9) 'IMA IT 1 1 10 M=s I wIr _`WW'" J701, 3 C omqm CONCRETE omw PouRa" I 56X CONCRETE OR F X E. t VAN 4 t 10 WIN, am T I if or X Vir =14 0 PLY, sw %ou" off,& (DNAW., M:% wr Po A I F= EM71AQ UAID It I i COCREM OR I i Wit G=K Mom "NNA REQUIRED. 0 5MUN 1 "NNA CR� Pwp� I i FOR 9 =3 __.,__MCHDft OIL= C- -10 REORINED REPWAR SMRM ELLMON SCNX 3/327.1- asx-IN a (M THW-W 0) 0 FDA," 0 AM ANIMW I/*' MW S&STO 00 i - ON (SM AM momw. SUILD Milt` V I. - % SHMOS 5 11 E67* mr 12W WIND W ao" i­ 1&Amr- 0 12 1'* 0;, OONQFVE A"Glon :&SCHEDUIX ON --=Cast" 90401AW; ON 0, Va= CONDIM ANOHM -40MUMM" 1 ANCHOWS $WOI!RW S, DISV%4M NEW I' "M A AM F-0. f=,=94 %V3TUD ISM V091)" ON oft 1' 11-8:1 M I V to PAM Cc* OR OR Cn VLE ON DMNG VILGOW s=a A 9) 4WEIRED V SUAN, 10 "affift CU NEW I' WIDE , VARO I/r It RII*VAWV% DIUM OR 06 NPUNTING $PAM TOP 90VOM mout(nucs CANat MQ WALL COMINNED IN ANY WAY TO SLff ANY CAN INIST&LATIOM 0114"IN10 TOP BOTTOM K 1 CM I Wy WAY TO Suir AW SCALE 3/0*1- =A= XtAcAt C.M. LIJ = it; L4� 11 �w ........ T FLORIDA SUILONG CODE (110 Wo 13UIRM 22DE (fth Valwociffy ocne'zone) FLORIDA SUILDMG CODE LN gh Woofty 104m tw Zone) Elm 1 0 zon.) AMR* n7ft 1W., "k ICK TAW No sm VIIIIII041 W_ NO IS 20 "M CALVAM10 StEEL STM PANEL -raw.) 441il 20 04t IIALWROMM SIM PANEL 4167 i 20 UGE ULVANIZE0 STEM STM PANEL XILE ON EM COMMMM DE z I AL.- ED. - EM DWANCE ON Pmuclis, Lic. 07/u/- GLOULPRolmn GLOBAL PMCTIO ISEWE TOP & wmw GLOBAL PR01tCtIOX PItODUCTS. UC. MC -0. . \ 3i% SIL At POMUIX ON GOMSINEV IN TO SUIT A* MUMd 419 /TIL QML EQX Z�M � 00rAUMON, /TLMEco,..-\ mr= IVIED M '11W a zfw�� =:.- 20-176 3=90MIJA�QUIMNO ^40ft 'Mm 004 20-176 NQIMM MAM ADAM SnXA&4&W RANDS ""T'A jj�m7uw. PHow-, V.:E%R 20-176 PAM 050109-7446. FAt DM-)Nsl-M WALE 3/"- WSW IW. OM - - TIA. I XC < -.1 wa- 1 4%090 N. N PRODUM U.C. NOS CAN BE 7� __J J- 0- C/) -M > 0 0 =3 0 2 CY) M -t- M 0 -M W 0 C 2 = 0 M-P-� .0 M U_ W_ b M > Cn ­-0 Cn F= L_ 0 a) +-a M 2 a- C_ il CU -0 4- . C -#-.# (n < W MJ Cn C= C"� Cn C=) M LL1 LAJ :5 C= LL_ 1:�, C= LL. cc C-4 .4D QU OJ W 4D C2, 0 SHEET NO, SH 1,0 am 1 *M A a) Les) 3..i -__. L ► a - •fie t. .. e L A- ► _ _.,i e l MULUCIN-SCHED�n D Hank, ""an SPAN 0'c) a' 1iEWIs�TF MI% Ri6E MUUDR > .4"-6" TO V-:-a', 2' AV a 1/W �.. V-e" M 6'-TO' 2" 'xs•Y t 4' ` V Y!i Y+ FOR. 1S_% l r. E RAN°: SEGIIbN 1 ;4 Ta staffs iawm N IM'i tam MUM FM AIM BE MI&TAIAM W/O sMM PANELS ON 1OP ORJW SMall" #dIM WWiTOF MEMC, WALL MI LW RiSTN4MON - ALUMAW 3W &WAULAMtt ALtEeNADYF I SCAM, IX, - T• HLSTALLA'C1ON -. lYtt'FMM 2tN' 6F"-Ile - /• 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A S.O. GF516N LOAM UP TO 4,14, =i2D pst. JWD PANELS LENGTH UP TO 9'-$`. Y. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TS) Bi 301F(14EAFJ PINE NO. 2. W! SPEOW DENSITY OF 0.55 OR EQUAL L'EiIUlfa A RMIR MOUNM WALL AnwR HOW lM MUAt#ltlL - ALTUMM W 0.1 48'[ M - &MUM Aw :(SECIU N AT lop iS wMTEt3 TO +M5-07.0 Val ' WALE3 Ile - 1" OM" MewiRE RATING) 4.E �te?P;mee . /.Fpi�N�ALpU�pRs� THAW F]I«H90®1 FLOW jACUMNa. iNWALLMM - SECTION SAW WALL- i/e - 1` t"MUM, A.S.D. DESIGN aEMessURRMWQ (148,L) Mi iMllM�F !« 1 tFt. SCHEOULi NO MEMMI {TtMB+ aW.Y IN a1 MFaf7EtATEIlLS AS PER swra s t nm to, cm S 4. $ B 6) - a Sa,Tm Wf 1dl"A-00' = W4't 0100ir AY C,M r MWiM OF WM- AZDA CUM kpa-f-) AN, M AWN SPACItit# Sp" bL:. I �R R L AR SI M PAWEL4 2 k 1MIM UaTt NS INiO EXISTING ieDN _� CONCRETE 9L2M STRUCTURES 6" OEA.Y FOR }r/MIS(D$ ( NSIAUA ONS its PER 1 'nft I. ON teIEETS 4 A 5)POOMM To raj yy ff FLORIDA IWILDiNG CODE Ve NUTFIcan$ ZoFt a No. 416 s aaAro hTzco, MC ' rill ,� 2D .DASE GALVANIZED sTEE) STt)AM PANEL, Ta1Aa1 en f�. �c0 . �18A1 PRtiTE'�,1'iON PRODUCES, 11C. " ny p •. L 19p i� Ts't>s 3 fp. .j 16 a %«e., QeN �+ n a++w tpe,)aaA lass M Sasaleez EaFa 20-178 ,A.e �•,+mr •» axr -a«s� Ya,lwrrlo ORWRW 3!a-. aiFA ! W 4a A'TOe � 4FNa1N � N - >MtlGIMN1 � TIEMi . aesA, 720 %3" iM LCM a T/4' L4DQL1E0 T 11aA1 9 t 7 a66.5, xr-s'1c e'-a-aor, a a!4•... I�ea.'r!v 1 �rama sr:9 �83A, T2# xK-S 7Q t1-1` Mmt a //7`., ` � a +Nd a.'t 1Ft46. 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C*NCK"M ANCHORS stweato W/ 0 ScHmum ON sHmm of ;mDuQN 'To) to) aut MOUNTIN LL 929.14TING MINIM I mitua-mm 19=131:04 FLORI OVILDINOL CODE cNon fth 10-102h Wu coo 20041 ED. EM DWANCE, n.iwum, ON (�m = SIMMS 9 & 10) TOP & SOTMM MptMINGS CAN BE COMBINED IN ANY WAY TO $UJ AW .44167 % STAIE 0 24 OW WVAR2E1J STEEL SIM PANEL Tj,,,,t,, INSTALLAMON. "eqw-'em I 20 11� mg, I;g I—, , �- J� �1 INSTA"MN WAILS E08 HENLAR _00 eke (minj zovw wno& 4 KW REWIRM moo ARCHMT P" TO SWM Mims Ao "T� __frf__ "'aKILE ON ITS, UA SHMT 11) el tw 44 W006 WWFA_ GLASS SEPWVN TO OLA%L(m 1 PAREL Low" lkn (sm I" ova 'V MAKI OF rw wow P44- *boo momn Rwom b '01 N't, U'L, 2, a N 4 S34m, 0) 9V4 �o 0 AM E= MWAM ALURNATWAIN A. FLO00k,81JILDING OWE LAD 1, INSTALLAT(W AREONLY VAUD MR MAX,, AZ�O. TT Wgh Y#Aodtv Hu cam Zone) s,f) , vo. 9 CAN 8E DESIGN PRESSURE RATNO (& MD FANEL LEMOTHS 14 OW WARM MM STORM PANEL MON m surr ANY I, T AS SCHaNLES ON SH, 3 MM W fRAMF, CONIMLICTIONt W= mslAumow E)AEW ' OE SOOTHEW ME 140 2, V SPECIRC L JECOInc. PROTECTION PROOUCM, LLC. 00to M P B NWT�$ E QF M OR EQUAL 040" ft pt, cn -0 —cu > D 2 0- = 0 0- cu 0 -a 0 cn 0 0 ca. c cl) s_- a 0 — U- co o-+- cu '..- _b co > U) CD 0 C - w co .,o C 0 < 0! w mi c%A C= c%2 CM ca cLg cm w cm LL_ 21. IZ TV W W IX C3 Cz CL cn (D ID 23) I cu > 0 L_ C CL 0 -0 0 (3) U) Lu z z SHEET NO. SH 1.3 ,�.., ��Si4�i3E5 [i�TA1L� Ft?R lleL�llti��id ��►��? �t)NCRETE. SAFETY ,& E.,.�' H 6 s PANEL � SYSTEMS l x ,. 2•.s€3' 1R3 H M. nabA F YARES 2`>N ftted� - aBa3wTb" - t9Nt. NSAL AtxRY TAFtiWftZ`#�f i Sf•" Potatea EQIaaPEtG E 4a f f / nGtlCK t� Ya YS�b :RNiE.. 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'. a�*---t�'�I1� S*,4� iLVRI�. �`�'�-'"� �� : � "^�$ENi �A11 eRAN4' ik YG�:A {IIE4FR Wt'FiD PR�� �� x . Ecb ➢�#a3Ax 1 1s �� sa� �+A�r ) ` Nsn,� F a VAUO dREGT..MOUNT RTSTALLI ON1;Y k ■e � dr as'. Gti 11TN1 4 .tl•... E a,. . � CEAik81E0 PATIi3._ INSTAtIATaRI AT- Yr+Ul5 Rf 5t3RF'AOE T40N+i, WITknN LEw�I VARtA f ' ND.44 tT it - TF - l I a 1 . # � iLORiDA BU LD NG CODE Non HI h too # HutTtcan• zona Y Y CASE_ E (PLAN1 CA$E F FLAN -'•. tt�a taxwa ae 24 BASE cALVA1I#tED;stEEL sRNal# PANEL F'e` V>aNgt 8n rwnrrre .t. s...Q a, OIOBA! PtiiTECi1Qi'i PROD{lG1S" �.ld.'. A 1�� #N aaoo aw. as attta, w aWr. rx 3sii4 . 175 zg"' r Bract -•wa. a}.w.. sr. 8ear➢iC Na PE �gj9mfAlktYjBalE FPli6f�iltlta tal@f a i,F to 1A17L AS.0 PE LNtfIeH7ie ANCHORS SPAGII� F'OR ed.. ws SEb1aN DN 'SHEET$ ➢ Ai 7 tYJalBayiN7DI TAPG4M Id4 9TY � PA� Wb00.. BtiS!#ii0 13' t3" iS' t3` xa" A iPJP) }w r' B" a e 3r tacrrrw} 13" Sr 13' T3' f3" t� t3* :43a t3` 13" S 1�f2 ➢' (#OP) 13':. t3' Sr tJ2" s ,/2• $ 1j2' 4 f/2" 4" $ tia` 8 lf➢° 13t'' ,3" 73" 73". A tf2` (88Ttb11) N N Ln CQ O U (3) O O2 O O Q O i C 'O r) - ALID ONLY FOR PANELQINSTALlA71ON5 AS PER SECTIONS 1 THRU 8 ON SHEETS 4 & sl �� FOR REGULAR OR►1 PANEL(D INSTAL_ MN5 INTO +GONrtRETE C-ONGRETF` BS��TRUr TURN U }, � L— (VAUD ONLY FOR PANEL j)INSTALLATIONS AS ,PER SECTIONS 1 TMRU 8, ON SHEETS 4 x 5) � � V Cz cn SCHEINAr O - C — 'L O C O' O oar LL _ .•.a c �F°� OCo O . W O �` L W'^ L is v+ O vr cu C CIO .� VJ Ir raw viaLoamAS.D. DE1lI tdaDumm PANEL 61 40 PSF .OR LESS a'-$• ........... Ova WOULV > 40 PSF TO 5D PSF B'-2". ..aa.W > �50 PSF TO .BO PSF 5'-10'` MAX, PANEL LENGTH$ ARE VALID FOR INSTALLATIONS A MAY. PANEL LENGTHS ARE Y NALM FOR MWALLA11ONS W% SOLID SET ANCHORS # W/ SPACER AT 12 1/2' O.C: NutrnNiM a""N Ai T! W! SOLID sEr A1iGHORS W/ SPACER AT 12 #/a` D.c. 00 G FLORIDA WILD CODE Non HI h Y•Iti HurTleana Iowa �4'�',�C •, �' R D 1 No h Yaloa u oo • EW U48 FlA ! A BtrLDiNC COtN n H rA n Sans JIM aaraa litli'1U,..ING. TX, .. - i .r. �y •HeplitTiSD. FI8 F. Z4 RAGE OALVA EL P , 441 7 P IG S1E giTORN ANEL B R4 cALYArrnEO STEEL STORM AREL GAGE "F + lraRalJ •fi ... S 5TATE OF 4 i fl1AHw 8P A Da • -- �1• PRO !"Rar�p.��/a FiA�. [t x BA PROW v�" ��{UCTS. LLC 1L E�tilal , /L`MF4V.1 iH�t•�t MiG • Ii'AeG'� WM. ['taVfGVita/ft (l�aM1/VMIN. 4a.�t : +:.. • . .... %BdY3 D P• 0 ,ty 74. 0 { Q . 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EA.+t I 3 ; E.0 • .. [ O A1N f 11 t j t k _ .. ,. £ a _: .0 4 SEE TABLE iDR Mx9L A.S.D. flE5llIt1 f.(A465 dT fAA3t. P.KNEJ..' LENOitFS. WHEN SF 1$ SEE TABLE 1 E'OR AtA1T. A.S.p. DiS(GN LOADS 4c MAX. PAtiEI. LENG3FIS WHEN SPACEi( IS .. t : H ix t/r.4cF i # E t 4 _i !)SEfr O(?RRESPONDINtt ONLY Tt1 tWTERNAxE ztY ON I .6 USED, iPOTaDINt 'ONLY TO >ALTERNATE 2W ON SIfFET 6 is,l . a ' I Ea EC ry e ,r Cr s r €°tk. xwR- 'ktNa AIUT AT € U :TANG NI.R AT :. tnt4a :� iWX: LEFT' PAME'L RfUtii' PANEL 3 t INSTAL#AT ONLY VAW fDR m ^., • u i DA • 1st tte }' raM• R-tA/13 R 3A/13. R-3A/14, R-18/13. R-n/13, X-38/14, , Nei! SPEED UP TO 1iO.o+.Pat. A S D OES(1 LOAD iNONAt PA11 R-1xw/1s, R zAw/ts, R-3A1V/16• RwlBnrl+S R-Sew/1sa R 3BIYi15: Iret�oRT a e D.P j ata#bKYUR a` o.a, I' 1I Rya Dr o.c; _ afiNce`a➢ oc: �` ..... ,,.,.._».._.._,-..---•--AKCNnPS ISM 4ONS A �+#.tERNATIVE5.-ON SHEETS' 13. 14, tS Aet¢ '..-, 44 P5F OR LE'S5 8'-B`. i/4' AWL. CAP ( E%S11t1a P'WHEf7 CONO SE OR j- f�5ftN6 POS�En cONCRM OR � EU .— PIXRCED CDC OR POURED Co t OR �iF� E 5AF M STORM PANEL M ELj)6910N (t) �"—C�NDREtE Aqt REA�RtEO. cANG?E#E akadc Raxw". �Ptc&tE1E BUK[{ REal n Biod( RE6UIRFn. > 40 PSF TO 50 PSF 6'-2" REGULAR z$BY SrAiE 1/4'et"y d--�EiA[EL > 50 PSF R7 60 PSF W-1D" J 5TORIA PAla (A13L t7i�FT4AP 7 atatE VNJ.E•t} StC'f3t PANEL 1111(an WA A MAX, PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS 1« - <_ _ s-_ _ ' , 1, NttinrN sf8-,•►2{; W/ PANi4 MATE 10 OR' PANEL MATE PLUS BAP Lr ( / aAicFiQRs A w/ sPwT T/2` O.c. �d ,tic, A (' scxE 5 ?f(� t r GEN �s LSE SAFETY PA}EL_ _ AIO, 441$T S fLORIDA r1U11DIND ,CODE Non !11 Ysiotl NnrYkane San• FLOk1{1A BUIId1iNt3 OODE EMn HI h Yataa Narfleane Zam - =.tk ` FL0INDA 8U4DIN0 LADE Non H It Ydoa Nurrtaans tan• m auT% IMD 24 ANkTED ; STOR PANiL TiD !< : `'+r m, ►n 24 GAGE GALVAN S1EEL STORM PAfitEI FA„ s ,aoiD tattm Hx V FA �{ 4416 . - unm - OW GALV STEEL M Hauer+ en 4,�f ,,, RiiF sy. aentl Sri S FATE OF � 24 t}AIR GAL ANi D STEEL 5t0it1E PANEL a Nw M . _ f .... c WM/aate N ti e u...a. crlu/On P '•, A40 4�a r-- rw mK+lmie - o - li Oi wrw w,�rr+aa �r /� OLOBItL PROTECTIQN PRODUC'iS, LLCa xae ��/� � 1G �s Q l* z. PROTECTION PRODUCTS, U.C. Dim i OBIUa PROTECTION PRODUGISF t1C« rwaa y9 ., aeoA aw m a aaT Pt enaEt t .O aa� ,:w: ar a> �Et 3 i3G- FT. Jsau rr NRL' -,: "a. t 20 173 *,. " / ,:. w rc - AckillosAw"llm ... . 20-175 rRrr r5tt - n, fw as tixDs.. :n x7tw O-794R.% l7at4 _ 20„1 f3�` ±rra yqm ,mn. ,wu en-tmt daarixs+4 Fua (4H41a#e-aWrF SCALE 1f* t rWw wo "" m sa Pry fsMeH `J/ 75 . GeDt f �18, FaE (484}a-eT➢7 Nf#iN ! AAA•r4H r r. „u anaw a Na •E_ .- ulm va . n rat a a r : anwsie t� €� lroaE nr. a mna` i'o aeo a -,n 7mac tasaleHD-ibaa rw +IeeB rTsr IIREt 34 q to + sar aaa p.w:... dusNa N.® A taxlT-.a„. : ltrdRr ,3 eT to. A ..,4r, pH. P 1iNRT,3 *P 11 lNffALLATIO DEMLS Egli 1JFE SAFETY E N� EL t xf 1/4•• TAPCbt�a„ .PDUIRR t/4Y TAPCON Pi16Rt6D M7ONOR p ➢ Od7, - �CK ANCfIDA 4 8`'.:C, 7, Ri.OUHtED. BLOGN if cn L 1f1• A ` jI W 1 IS �,j��,� V r/ qp 1 i cu N.g i , 4'a•.A't' 1 i0 FidASS. , a".-i,"1� ex ll .�. "". Ara ! -^..w' "..${ -'. oAsrUP"' a t O 4 t' 4 p AWL ➢ I- _... _� a PANEL LENGi#1 ® w- 6" (g ti0t1 gON aN sIREt }z) CL p 1 4Ra ! e }} ♦.,..i utmr➢ E .s txtSfaic " f.+ f U t 1 aafcREtEaa � 1 ) tazv+>1ETG oa it,iiFatc 1 Rn� trCCti I 1 #f4°•PM8.i3t4'7E fd4'•.PANEWATC.>_T. VIOM ^^L 1..1.E A/N:l1OR !! k2 1 AR.PMUS AN'U1Dt1 {.Ya1ND)EE t1t1111rr111� Wcn W aNf/ItNI r �'>aGenr'4 �w ?. FLORIDA BUILDING CODE' Non h Vera Hurrlcan74 ton• m - F' a it E yr : TF s8 m t teen yc. 24 CAGE GALVANiZED- STEEL STORM PANEL 1' Q a +H'r. s DRwR TATE x . S sF z 9 . AtF/Sa7e o •. = OLO81�1« PROTECTION PRODUCTS. lLC, „� �OiTI(3P I L E C a a14s, 4T' '•,.i,.•.•° a, 48a4 s,w.:.:}' SIMST 1 ' � f E• euit Bon. %r,raN r' ow$ „ z (3N.i41. atx - And, a txwtaa e' m-,EI '. eflAtr, (As..Jeno-Fatil� FA% Na19? '2D 17$' t!L k+ P.L a):rl/>a' aWBWKJMTi tYt DaHIND � 111n twtmt A9tBfl u Q 5116T is Dt 16 J^ SHEET NO. SH 11 FEWNLE IV III ir Mn ir maw PLUS 01114- CASE t i a tti" T` 4 l�T+t3 f3 t to to t3 $` -I- Ile, SEE S![flS-18 ♦ YwBpnFFpM AMCNCl6 tYPE t SFJ�a FAR At�AF57Fa8�t� akB1 E BtlReBK'l' AIR "BWICAI7::D AN 7Mrf 507835'{A.E.:aR T:a, c� iiw,6' amKATEtl oN �HFAutc Aux atxll�. aPice•tB ae WAIIPLM589MCD,B SFIaMt dl JRaDBb4 BT 'IFD: T0.A�7tM fACigRa, FAR #� aRFRrdA41 >9 � IEq SRAGMwt oHTPBRv a67Np FACIbR SFIAtx TtpT � T a1r �B�A IttR W2i ARaWK AtIGKaI TI'L tafm# taww..Nae,7A 7weeta:Ni13 3 a aw,anla tr i "AaicAcwma 3 a DAr3Nn sox omawi 7troNn tNt a a us ,aw�7mHE➢aiow�4nq a, YAX: A5.0• REStG.N (p:it.l AUa�iuAl ANCHd1S t i4R EA. x AS SIKNiM ON 511EiTS 8: � 3 _ tb � (n.) -TAPCON :. LAti SS11ti1'!' fE7eMYE Sl p1�.US� iYf70p tal5Hat8 73' t3" 13` 141t� F3" 13" 13" 13" a* 4t4 {nb110N) fa fY'" f2a /2 f (4➢� fa - 3w (Bb7T�4i YJ• t3' 13" 13' %3' (LOP} '*48,�-#$ F78, 75 1J' iS' 3` t3" 13` ,(BpiTOAt) . 13' 13' ,3•" a t}#• tz 4�z• s ,r#• (amT.+}' >aro-D" i/z" S' 7 ill* 7 t f2` r 3 %fY a" s• - T3` .. 13" 5 tf2" �tyB�m{iwn '$; a•^/ '. 5r 7S' it}• 41Y: (BOTTOM: AIAX. AS,0. DESN3N PRFbS%IRE IvetiNa (P••.T.} Kt7lttp�nR! AMd#CRS SPACA#0 Et}Ft LAW E,D. PfR SdiEDtILE 6FSA� APPLl�E [` ..dk ItA7RYUM PAidi LEfxbtx, "L (xL} IkJ4. AS.0. 1#EQaN PRltIRE KxnNa tP;•,T.} Ia1t01tta:! ANCi1f�S SPACRKi FS7R A8t{ EA. PlT1 LES.OW ` MA1m,tNA PAR0. taNCTH �. #�'} TML1011 SOt1B-n£'f 7ilVMC- HkUH :CAi.K-➢1 TAPCINt !^SET T@ 7A1F+1G -NiJtAN Ct1k -ai to to To to fA ,° oAep t7P 1£E11 ' r 11 itla rtIr5NX0 T*PE B SPIGPff PaR a$EAf�4Tg1$ ➢na.S�Aba FMArE fil7wa. t ISNNMYI-A,X110a IINa ANaIN fnL`8 A15ifANEt-dDSE D1Aa.'AYE6:dl it9H .sasnaac Ffar EA. tt55 TIiW al0lGat:D A,e SptE6fA.E 1,LLUaE ArlEtaai an AMa:TgLYarA 3FAGo1B StMtHil AN HT ita! FrnLAttr+a Pfema$: TAA ilMH otAawR,+ To eE ecssrerr. 7P.pUaEo' aY mau. Nat t iwx u�llPuu+ wawa pkac+xtidaa roc F;�, u+arrr>a ttr� ANq,OR 1YPE tf{4 iflat : 4 9 i/4Y 7/+f*r t,aAsl aAYa-H:t: � 84w-tn At1�19R aPAaH>COna X a a a S.f/a" a 9lS awsrAlNn WeE s a ltr � a a ,/r a IMtTANCI➢'A.1 •lIAAs 3 1,%S' a i 3Va 3 1/Z' + AL71Yl, OTbTNICi - . i - Da0 Aab b.Da �D:fa ,T - m tm - tm faw +* 9PAtzNs,S ONLY VALID YMEFI SWIS tom. �E',F��E 7 Fri M/t5G AS.D« DESIGN L13aDS k X. PANR'+ � E1 @t� A3' .D. DFiLt1At1 �H' +F(1 PrS�:PA {y.N,�2 LESS 6`-8' } I I a i 1' -2�� EL BOTTttAt-AORNEi� I t _ S �., I 4aDER[r@-+ r .. `R'C R: � ', YA7bD '`�'}.�..•„ OC NEIJiEk: t,Er , 1'• TA+'CGV i 4W YAPOOP7 6�➢'{AG, � y .,_:. 1' 1'• 'TAPGON CHOR��-I-A.;:$g�`'}O� is 4h TJ�at7 �1�.R.���*$�*.��b.C: i' „,0.f8ry"j4.4;: tf2" �. �gz.n.� 1 '` 4 i N ! # # 1 t I 1 l rxtsn � t�rof4••ec��fW j r==��.,_'�e," as o+r � 7 J #"a,.t'. �,T- � aoas�i�¢ � L_.., t✓4,�,- f eeass 8- _,.�a .,,,, s II 7-e"# 3 6 � �*,, i . �r-➢3 tl., laj I"ANF1 LiNa#ti 1 PANEL iEMOR! PAt�i, LENBTN �. P1dk7. fiY1CTN t � (SEE:9�IAt1ON ON �(sE& EI.EYA770N q S�FY %?J f: 8+-.,--_,.--.._�.„.----• ---•�p�R� ( s i t i ' 1"�A➢n. �- a 8 t`I➢n. - r TO iFtASS' f� 1 # k � 101��i5s. .� L� n y .{39. y ',° Ate. �° , :dtaSS, ,y #'I ':'tha �/P t. .4 �`^*�, ..✓ : 3 7M �' ErO, "+.� ,` :.. w i a t I PLi�k� t -. . :. -:s 4"4 TAPC[R1 5. ,•-a 4•[ TAPCOH BifD i '„.y i jj i 1 11eTAPCOM-i t !. t S }} i 5 ,� 9d � ._ � ^,. ANC7fOR & 9` b.C. }}}`_ ! - M�wb➢ a ➢ O.G, 5'fAOCEREG tYf 'STUB "'3 � 5TA8CEREa Mtj' STtP,7 i - ��q 1 I i - 9➢"6,C. O L i y � � tWP#CN�C+R 9 " C,C: � ,teatARf;Ti '�' ` REND i �� ����� NN .SCALE 3fbr1• 1EGhSi: . INSTALtATION ARE 4NLY VALID A:S:D. DE9iON. 1 FOR PRESSIIRE RATI#xe5 (P-H•_ 'APID PANELIkNNGTHS tS PER F7.EYA7SON SNi 1R, FO E • 2. t$ NEW WDDO FRAM OOMSITTI1G714Pi, WLiO, TJ � Eat "'•. i 4 41 H7 : � � •#_:� -� FL�}RIDA BUILDING GflDE t(on Hi Yaka Nurrkon• IonH l iII.i4Ca, P9r:. fJ. 24 8AA(E 8AL AN STEEL STORM P V 12E0 ANEL sn Goan - !►P�a (f�QRALPROTEfFI(J�'I PR(�(,ICj�Sr %L�: a+fe ��••�/lMa, + aTM/�•.:: T S MEMBERS O SE SWlT#iERM PINE No 2a W/ PECRtC t3 '"Lt}R(O „• ' � s, aat pNIBb n nitre aw��rl. s�r. 20-175 OENSTfY OF 058 OR E4tNL ,••, '"'"``:... ew,. ia.. a+-m. tsiwlEs at811eew.?i� rNc:OawF DRi1YaW MW . atlElrta a iH, PRESSURE: itKMAOW JBiO#IOR$ SPAC➢Hi MR L➢#i E.O. Pea# SR;E BEItAIt � 70 & NtF a1NpAhsa MAit, A.SA:. PRESSURE iMM1flAd ANCHORS �ACR10 MR, faN CO. PER. SCk1EMA.0 �3.OW. � j11. liPCON SCA.fO-SET q ?AYiVG^FMWN - i'+T(X-M TAPCON 5IXd0•�StY 8FL Si4#F Il Fmt Ntt:XORs 717E ! SPrCIMG Pact tasTAttA,etl16 an w00a '= 411DYINi ATlaaR awpalo Aaa 6WWI,V 1iSd DFSFARaE A� BRMai4Tia DN 1155 4ogsta� dpt CA. If7e-.. ,654X D1DIC+it£a i%1 {. AEDIA� dtlBJIgN HY B4i41$1.Y&4a SPJ4INA AN SCf,Et1tF,E m' 111E tOttdNrA' FiSFtDSa.'fAR TTea 7tl BE''Pa591BtE r», bPiCllta tempo : f5if DE t.i5b THut I sFYCa1A rrltraOEa FOR Ti1CMAtIGgR Tt�FC A1r�'IBR : 1/4"s , 1+ T 4•e 1 •a 4"a 4/4Sa' rre4" All �NB'DE, :NNA-WLM CHM-dY ,1amaA1 AIKFaH sP,trxw PeJ 3 a a t : ,/a• : In py t a !/t` r a a faa• a 7MatARta aEIX 3 a +h` 1 i/Y I/3 3 ffa• 4 AC7lNl t� r PACTOR Daa -- at a. ` o " aD '1.Da 9.65 "P ACtJ+IGS tX4LY VALID IS biE'.. 1'FQR MAX. A'S.i1< DE5No71 LtAaOS i$ MASL PANEL. WHEN 3PAt 15 �. ANp1011 T#PE - irPL' Af,nA' NarlBsaf AttLT1aR MPS NMYJB aaH7xLtE. aAR'Eo. �,�ftwt°RrrA ON 1tCtixwrtE kGtls1GE ANR3,aR'sPAwN nPrbit #ANNeW /Ira11011 tiWLMQ Oa3 3 'wawaawrN Bw ovr«ra.ui enrrd. alma 8aJ" 3 a A9RMe.�Z �K FAanM nr tAbnPLYWB st�ast SeipYlt AN aCtROUt€ $F 7tN FatttllgfA rACroRs 5tFD4R:FA 9NAtlRO•.aBiNIRb trS%tA fICCAR Still t1Ct 8E LESS T7LW s tJ•Y 4bt ' a, 8a8 tiNWSa, SPACRIB_➢WMAIED �R EACH 'A$ralaR tYPE ON ti$.S HCHLptYL f , iNT4 WC30D STl2��"fURES ;MFJ�OEN # � - � 1 #"e 71PGFN r ! 1*• 1'APCON- j� / tie` }/1° i t, tfr - t/1• } P �➢ � 9 -- -slr-ams` I i 53..9At,5 w tOtE,11 # 1 scat' - �a 8[ASS i1D^.a,...,.,,�^•�z.�:.-..m.. ,- �aFEA� � �nit ryR # 4dA7t. PANEL LET7Ctf'1 a• PANEL LENOIN (SEE ELLVA110N i. ' ON. SHEET t2) 'A I ON SF,€ET 3 I ' ➢ # t* Mill. I n i � t i k s - , RECURiEO y�' � •< ' f7EQU1RE7! • } � '.4*a ' -... 4"+Y. PA7�Y.NA fE PLUS f {•. 5. # tf. PMfBL,AiAtE PLUS + j i , � iSfcttAR n rz ifz' O.C. a3dloR o fs tf2• b�. ALT�.RNAT-rYI R- � REGULAR PANFIi /luHll7N1 rN ee+aec 3/8®t �F•� �' x�lJj"�i 441$7 _ FLORIDA,FLOR@A BUILDING CODE .Nan Nt h Yliooi NeNsns Zone +k . F GAGE OrU.YANNiED STEEL STORM P a � PANEL s Bxe OWN 1. 7MSTALLATrON ARE ONLYVALp FOR kd5%PpNEi. STATE DF �4 � •�,� PRESSL1tE RATt fP.s. 3 AItO 3 p R,.pF( ..� IL. L PTtOTEGTION PRODUCTS, RLCa.,' Af,tx. �i,ENGfiHS Act .PER ELfVATtON ON, $t1EET'. 1Z &�y� ''•,.....,. �.� �r�r P� HNCn 2. FOR NEW WOOD FRAME COt#STRUCiK7N. WOW Sd , L't• a 'Ina aA,K ti, 3}a9 � ft wa 20-175. - aNAn sT act. WE °�y°Aa��i+n MEMBERS TO BE 50t1THEtTN PINE No 2, W/ SPECIFIC NtiNwN� ra.+''m-+�.ranr Prmwa {asaiN�-' rae (#�)a-Hm DEN9tTY C� 0.55 SXi EOt]r4. ""Ga-cNY°?�g""' u. r � ,car rc Ne P.c a SMELT la ,g to * LAST PAND-0 To SE (WALLED AT EACH OPENING SfOa ALWAYS BE PRWDE0 W R Rl iOLE T'O FACILITATE H(S3"ALtA17ON IF INTENDE17 TO BE INST T`ROM INSIDE OF STRUCTURE. NOTES m I..(1)• 1 4OF � E-; HANG STORM PANEL SYSTEM CO 15m C PAN + ConL TRACKS TOP k BOTTOM, f2), END PANELS SHALT. AZWJ9Y5 8E CONNECTED SO BOTTOM TRACK 611{ERWLSE A' Si'OP BAR till SHAu, BE PROVIDED AT TOP Of SUCH PANELS. (3). IF END PANELS ARE CONNECTED TO 60TTOM TRACK, CONNECTION SHALL CONSIST OF 1/4^4-20k3/4R M.S. W/ 7/8 A'1t3/32` WING NUT OR 1/4'00/4' Num THUMBSCREWINTO TAPPED BOTTOM TRACK. LOGTION OF FASTENERS MAY BE AT EITHER OF TWO EXTERIOR FIAT PI ANOES OF ENO PAIL (4). IN CASE THAT END PANELS ARE NOT CONNECTLT'a TO BOTTOM TRACK V.e, A STDP BAR IS ONLY USED LA7 TOP) AT LEAST TM PANELS SWa BE PANELS TO CONNECTED talAY OCOU BOTTOM ATRAgCONNECING SPECS PANEL TOW trOrE" 494100 . O Sr#ON CASE. CONNECTION LTIOM OF Et. LOCATION. t INSTALLATIONS MY YAUO FOR WINO SPEED UP TO 170 m.ph. aMeNGINEERING HdWeN li l INS [ 261`2 All Arnekan Shutters ad Glass — 248a Galvanized Sty: Stom Panels El`IpiNEERtA1i� E�CPREE38� I2RDIL9'L1CT EVALi1Afi10M iZffRORT' f30 33'% incteaso In RI&ONablestress has been used in thsdnign of this product, SeparalontlomSiszingLsnotTrediorinsteilatfonsDXrklde�WkRizone4aXNtessarttalfaa7pfss. September 15,2O2f1 Ifr3Tpad Resitii`,Slfce. poaOcn Nu R2 TntllaX: ,�po %'3t Ptojagt,Njihdwr 2D d15 i8 I of . os h boa d morastraltsd as eWde Dad °ous "' hT as n a n In pse H M NstBd t Frod(sj:and large rnpa din ` It*an a # engl design pF product, Dread for in hs rimed d dIM ddu,a. productMoutaLWt'lar' AflADTstioUnShuttorsand Glass ManufachrrerAddreaa. 1540Donn" Riled WFAd Load Restalance WestPalm, Beach, -FL 13409 1ldsprodtuct has been dealgllsd to reset wield lasdff as, Indicated ; In the span sdradulaWl'otthe respective Product Evaluation Docurnent (I.e, englneerirVt drawing), Product !Name 8 Description: 24ge QaNenYcsdSteetStomYPaee� large hlle irflp6lDt ita'81at74fit R/Ta}f�44R#CT// This product shall be ITwtaited in sbieto mplanee W101i1s rasp ve, Product evaluation Opcumeotg angineedog,drasving),aTDn4*0III componentsnated,Ouareln. scope o EYAit/811on Product componsntsshall be of -the material spaDiftad tnthat product`s reap"we ProductEvatualWn This ProduDtEvatusuon Reportis being issuel In`acaordswe vAh the requirernen9E.of thaTiodds Documont (its. engineering drawing). Departynenr of ekntiheas etXst Protastonai Regumaa4 {F a Building ConUnwon) t2Uia chapter >#IG303.OD5, ! AC., fdrstatevAda agneptartce paFMethot t{rt). The product raced above has roan I,Im t Voris & Conditions of Use. restedand/or aYablared surtXmadzed herein to show compliance With the FWWP BuIldnitt Coda Save E and a eT C e iutt Igtlan .forte . interadad least tlNalertttothat the oil . (2020) !s eq Its product In respective .e. resped4v Ntis prod be the 0 Ra evehlstiobofthils product shall he requireedd followinng pertntgct Florida Building, C alodi5catlons at IsmIn aedng drawing) as row herein, Yevisioris: Allsupporpng host ahUCWTAS' shall ba designed to r�lstapaupepfmpbaed Iraada, artb shah be or a mmtedal - ' 4Nd odndt°S Dr HDstsau T fro Wta t psi lnthlapr resiiaodrs anode sntlsdhhi, Dou a Dcnrlp(D Toh araTNr accounted Dar SdAbstaintfetingt %�8t8:Yitia pradutd's reapecpveaXlolToechedu�� strapbe•dssfgned Toron a spaspeplfin Mara bye registereil PMTN*Oal "Glow. PRODUCT E+IAGL!Atir_su DdCl+!EEN:TS AH components which am pennanan Installed shaitbo prot9cted against Contielon, Contertdttepon: and fM dnawuXgit�t543 tilled "24ga t3atvBrl$ad Steel Storm Panels (HYI-iZ & NaD-tAliiZ},..slteets 1S, ahai damage at a# such maps ti pnspated W Engineering EXpress, stood 3 ssalae by PtanX Bennardd, P.E. Is an Iota gral pert of this This product has been designatt for we within and outside the High Velocity Hunicarae Zone WHZ), Evahmlcn Report •unagmau Respec aliq. t) t tXtGnm siapD apuDnare wl� nteru�has tested In a000rdanaccordanceaccordanceTAB ZGt test standards T test fepod(ti) a�T"11sG-tom kyrBlaDkwatat'f Large P")a realstBnce and Dye6c'bading perfomaance has been tested in accordance With TAS �teatsisrldards N ,. 261 andTAS tsst reports) T ASc� t7 4ijt by BlapistTstat 7eeNnp. inc.1 ; ! " f AMC'NItALENGINEERING"CALCULATIONS Smuchural engrnsedng calculations have been prepared which evaluate the leroductismod on _ comparative andfor ratmW analysis to qualify the looci irtg design aterta: 1. M"Itnum-Allawoble spans 2. MttNnNtrn R1DWaYala Spelt 3: MkXfnwm$aparepnn Frank l3OnnaTdn, i'C �Nt3pdt_EIUNQ EXPRE`" A. An h "Zipi ing OPE0046344,( Cort Audi, 0885 - 14D SW 12- AvONue SUITE 106,- 0101FXST;ta BEACH,, PLoRTDA 33442 - 140 SW 12"" AYXEwUr SUITE 146;-BEERFIELD BEACH', FWRtDA. 33442 - (454) 354-066a 1 ($66) 396-9999 (954) 354-0660 1 (86 ) 396-9999 TEAM:0EmaYTi'FERSPIeS%P'AEs$;CON - TEAM OENatweeRSN6EIT 155,ccM 'ERamesttivGfxPaess,com EIaD'rNEPatNrtxPaE55,CON HEtrh:'jd 54 bj=191..4'7K" t, *' u a 30 cc'Xti t+A,tlieirtr? 1 " -� qa G -R •f w a ts.al C - t911¢Tsl tIv-IF>} s=� �'r alii§iShIAH.1 NWaN1s:lCiXaa -r-u+N ulfox+muwl s.rxmw._ T BLDCN REQUIRED. AVCHDR A T2' O:C,. t/F4 TAPOON ANDHDR 0 73" 0:0" t^ T+Rt" trEii ftEAD tTk4 WDDD 94k1' HER HEAD Tilt Mott EDSE CFO x F w(�*4" I/ E . t t 1, Ule. r(. Sd�fr��LL fit EA� IX _ 1 yp tSf.S.�A7LISiW.�i 4 v A:C r ,. __-..._ _.,_ . „ :5•^t a . No, .YTO CLASS,,-,.%«AltpMNlMi FYSp 00 A ESG5TXt1'—TD _ POP NAT_ 41/s53. a 1 FMVAX BOlra aY q_-y i it I 'Q PANEL lENOtfi S.F ea..1e N -N - "'A" -. �3( PANEL Utam " 914 SO OLD Sn'o1�ss. :{ ^p TOWN A01I7R 9/4 'aTAPEAR4 ! f - Is 2»z4' Woof$. AlJGMDR O #2" O.G. E7tiS7IN0 t+IIUREn' - CAIXCAETE BLDCK: i a RDDUR - YiL�IX� tNtS REg4lntEp: WALL "MGfilECTIONT:o-�w SCALE 3/8-1 SCALE 3/9�0- tatiNrrnNrr� k GEN FLORIDA BUILDING cOfrE ` - ... 1. INSTALLATION ARE ONLY vv.TD FOR MAX. A&0. DF5iGM PRESSURE RATING +/- 40.0 p.s.f. ANO s`--r M"o MIN. am PANEL. t.t SHALL BE 2'-6 =yt '/[ a >`t) " on Kish valvolliv ftutrfndns Zone maid YkTEMa,. at 24 GW QALVAN= STEEL STORM PANEL. caw an r _.—..••__"_�•~ mPer/lmo FRi)iEt;71pN AR{>Gi1CTS, LLC. PANEL LENGTH,a ' IL #r3lM;. nro 2. FOR NEW WOOD FRAME CONIMLIcTTON: WOOD V. t7RtD ; s � Ra ffw:sl.�s aw,Ntwlu4rcalaa ' R-f R MEMBERS TO BE SOUTHERN PANE No 2, W/ SPECIFIC / a'1A F� nR, . ptr m, , ra; Pew RN ,�N r P m st ta3wAw 7s+a naa 0.10 " 2O-17S, DENSITY OF 0.98 OR EQUAL, ��P wR ' SmrA1 G a> w fR f Rw o uNRk 4 e? T®- ALL MERICAN sHurrERS AND GLASS -249a GALVANIZED STEEL STOAM PANELS 4R HZ & NON-HV Z� WEkT,ICAL MOUNT ELEVATION PNOTCHEJU PANELS " N'G 'EL`EYA'1TON" ALLOWABLE PANEL SPAN & GLASS' SEPARATION SCHEDULE: 24 &AU) ,'L #AN€LS MIMMUNISMW PANEL 6EPAWKINFROM BtASS b40MEA&FEES T14LFAO ' wnr N tt[vX+z, IrriEsl MA UJA j( otsi NJAUDWASU RE PRESS!! 1P6Pj . 5PA krnaN Nt ,,...-�� _..... ...a. ,.x iNST nLINStESE � iNSTAUAIIpNk�EATEA. AS,XA Y•fA Ain TNAN3D: ABOVE aaAOE T V R+1DE ': an 130.D Na SPE 1n 3.16iN:. s T_ -�n`u". s.,�.�.,_•___,_m 1 216Rf � 'rT"4P rail q'In sin t 21HNt - ef35 J 16d.D Nt 1 I 4In loin m� aOa 6 Rl<eD -862 a- 61X9 ur .253M 1 5941A E GYIXa aT p 35A In cum i.2.9dAZ +f-72. 2T:dlk 6131h 39airi ,kW, MI)M ALLOWABLE �� l yl4 L, Ffa9k _ _bfSI N P,RE$SCURF s : r o vo-ra. a •: IGra, A5 NQTFLX ULI 5 iN'ta�lGN DESIGN sC o NOTES:{{yy x N.ltF+1.N �HA LL UUR7X WIN�EiS.�R � K• M� 1�7. 6Ef?>?RAT 6NG:TN :. G'. tN Cq E1I7 0 ry� a ,x a r• 3 .. .TkX. 4XL �-; N . P tT WSTPJt EARL t}tk .. . ativ A95EAX8T:Y fiS' Id. q i. M d NC6 Ytrnf E}#N OvaTJsDEWENJ 13E Ot FLOH8a7SA U3LL+ At G' CGDF r TN u ax� N oa rePo7utsc�F z eR a H+611 , o ss6 0 �laTj S £OR , EarX YE T'RLaiJY1N&'GODE'Aa.ENtNA HV$Cy.MpFYA APPLV ' . l��fN• ICI . LVIBD RI WeD HINk 07, AH M1R Q�4 :.. 7: N �L TF I,l ro'�iGN'bTTH1S, .�'� a a SUPER4gg,.pA }}�D, { 77tiiCTNRE Flr HRA.�FgqREw DIrc= '6t•.'p T!SABLE ,T •: t)ft:YN!•,.INT'E6RITY:O6ALL$VP'POA`tIrIEUli ,Te,V ,07EMW nCH "7 `FfALX,8E.4i3t3yNA-fE&.BY TR1;~R MiTJaN �i$ACTdR,'.. 4... +Sek'A6A'T€52FE E6- GS eN lR/�((�l_E-S''1Att9t.i4 iFGR •r��( ;ORIqZIM� dS ' PrRRD 'OE o -.SPANS" . tA,..,. +dF.pI:IN: ccln TTTHtS Eft ALFERH SEAR E ttONSA6. %AMBER Narye4_ - ' s, 7jRDLTAILOa�-Za'Gcnr.t4t AaaA Gcfes'NDFPg��.traetE' _ : ,,L ... YN6,ORP1. q?19a}v>4aA;tvtetslTE. FYa%6sTe=$bNPRrXON&baTaM117 ERghf W.. THEM .IIqc.T1� 5 - Nnlst+nfltE$MEeta. .A_ 1NE5R :b.0 3 ' SifRED fiAotr [T T"LFAAF-aTEaP6CZfCgCUM50R '. �. ,.. DF.0iPPRE&6LAs �ldY�C6.yyEggYIN, SAafFa mN'RMifLMSIM'fE6TED �' !� P1tk885.n3RE5`p'LIgIYED98,•3. 6AERTY' Tt 51..r -. N 9 a3. RMA AE ':Ed N Sa D 1/A E 'da NbTE -T>T 15€ HE NA k A N f:T;s� YH 1S ' ,13:d Q. —r -PADe SHA1L WNFON T Ae P1SLY M e 63 - ]aG-rNRA�EIN 574Ey�G6o6MM e♦1:idMS Vfm+it aRU51: ig6Tr 1Lf . 1G: A[kRlUP6NUFL•E3t3RU5YaNa5yALLeE �s`Nw�rugf, � 4MLE55 NOTED33jfTER3,-"+ �. ie,'tncuaRT.fist4.pT�rLssne+vNt•�A>ae�teRctlae�ee flew'. ��zrND`1tLrci�O-Aa=. ."Ta. :�E1APdgg 3Iit T�P£dFS�'tP�.fERaxN E,�tI, .'aI6F��A�,,Y.M�RS AH�G1SYS1N3 F�B R"EtE^nEL-rH: N �WA�Dk- x(ia�rTc.YP iMaUO Nl,�tlTTE.:�E,�Re:'it CRfEAJDvlLa�GL7HaY44YRP� uR-... :A-FH71aCaAEG Er S,$tI BESEfiHAN YIABEL IlTiA MEN,p� MDF;(L).1Aakt IR ©MA91viNGT E€d4kcAYJNtq,RfM71eN` MERYCA S .ESSAND GLA10 a PA1�p 1g1q� 7�.&I �+54EiTT�Y'RRCWAtLNd'W L .;'. tttS1TEGkLG.10/315A8' „ # $t� . �PB dN.fi?- fir ahh1N 4-a IS.k3 fE-'YI - �� :l 4Fi;r( � ll�l QfPB86�lttl7A1 1 ptkN.,e4-A , . ORN TXepxnc� W : L�' I MINIMUM ALLOWABLE SPAN SCHEDULE : tl�s"=.lilluTi"IlIza.. .aim i T .,, I�i'3Z.� �,..<.. .i'ii.ti?:Si�..,i��1itl'li��t['a'"lx i .'C'^l�li.�aiM!tl:•,li'itili'Yls:ai["..� t . Fib. . .Gii.. .t�'7i UN • ti3A:sl t✓?3itES6liFa�E'ait--E=rout ai t✓�^ r E�i�tkiiSi3t€�iltTillltlk�itt YfE ii t:-'' ' t�.'�t%:�.titt��<t,-�� �.Ct7i"ir lttt3..t"lAi.�di� r` l�fr7s Q 117511.E'_.li' ..11 IQ=s3 " ,<. �.1'�E�]�E.'.:I�IF'..'��J'llC`31�C:i��`'�.A�E.'�'l�J�r• .< A9 Y9al3adM AAdSLl6" WEb WMENIAWIENOM 4SfM $A 7MfAM,T14fiNgTas' NaaRRCYn+E 16iU+itXte`"CeaSl»n?IeY _ u9RCTRauukf3 [gg#LLaWtWaUX'MtkW'rS Ik TPkiERenV£. lalekt Slef Gid6tak i'hR6iAYr 560 wa7'MBUta NDU 2z"IIvaN 615, REdYtBEznEsG7'lB Awly2 tmomO, a ftv�tl&LVL•F.. 1-TNe8 tam ilk trmf➢uTafrm« pgneeVh, AYStN RANIe. �RRf aoa+azsd loin+ edttsi 2'14P PNM€l5. PASTEI@9E i!v rMH,13°. d.G _ v a. wrels.w SPAN 36`NZWMuf, uSPrdlNtfllea+NIf4PNtdrixl'+4P d4.64TfidN OaSUPES PVR titO+trRa tvFR PHAI:uCk tAN,•NeuRnrs«xmmwv »-d8btaeaacaMtrs#fY4twapii5 ''"` � P txrTrl RasfAtrraT ,It'Yfra€�'t_ti { i ' � fc➢NN 9Y�� l - k8Ya7t IS�; : CPed 7'9PE ns nEA'n: 4k16TtNG CDIip1E7E Y ^ WAONO dF"PT 6 iW a6uN:rePkaaarir. ;: sr#NGvm� d r ah +'�.d", �•rJ�i ,IT PAMSLAW'Atrfirt0- �AI1951aNEa1 ri;1 OPTItPFAL EGRESS PANEL DETAILS L O AL INTERIM FASTENING DETAIL rvl 1NTT:RIOA;FASTENING N.T.'S. --- - '._ r RuwtsvaPl+o x ,a PA' rs5 r.R. uses - 1-1.15D R,494+'Sir �� LL e t _ � g 'ppt " Dryry b�d�":i2d! vp,YvA _ $ <rp A'A --0.3 4y,yD94n �l'- fY62.., r '1ri 8, J +,X AP 175 D6 kit 1 ul M z Dan- h pD6a Y.P: �.. .� . 4 '� .zoDr� L-- T � Q --i' 2 fR? v �5 �a 5-*i"�C2fl ,�a5 � t �tzL" " adtD� c-ta-kAN;el�raE �- 138U' -R zz,eud.o-dam ur'u•'+IFwvl: u.�: :ssm 41 :S[ :'Y,SEtf"l=--=t,sso" : ,530 ul'365.q�H"ag2r ;o,srs` .}dd -� - -� jI- ,. "-( _:y .:. D• 5 ., ab55' ..� 5 . L:. 7'. 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SriII"i'di' aD';. .'d. iH.da" 1�.T 9 3 4LITlivtw0m. 33 _._ vzoa&CREk!' 4L 46 sz' .Y2: 12.91 - 6", 9" 19,1 1 5" t40 - I 7.p°-. - r} Y6,R` 3n.8, 6,2" t2 s 16•d" tA, &1" :426^' 1,5 E& 9. 6.5 7 ,iZ, 5' % " B< " gE" .D J _ 5 i33' i 5 15,0t' 110 fAW L,4 `Ord 'go 7;A"'1. d:.#°. $.6". Y2 s,'tkh' SY 5 r9" A'+ 516 0.E" G,E' A. W, 1.6" S' . -12„S' 33,•j' 42 5 HA s'r, "ix' 1Bo"-1iw f.6"'.' W.d" 9;A" „5J5'.': i eEV.. #ARGdtr°EFA4` tL, ya� 46 •'T': a�/IIt1elYrrp S2: 7' z .12 i'l 11i" 12i5 v"ib. " LOO X'r t;3 S'*'O!9 sl` 12.5 O-9,$" 12;s't%tv, kAllQly' Ebb;,'9i''I• 1xS X 16;p" Sq5" 1 s i 7,25 Y lAd'-,,'9,' � `U2.5" z• i&U" }.i»:: 16 D, ]'+4 3a R11 PT)XNavRkks.',` 41 kty3T,v {i�*IITAq � - f1,pRWe. k H'� F2 kzl9l y i S"' ia.li" 3,6" x2.5'" 12.i:` 4,b 41" ra.is SY 4' 4.E':' .1' t2.5" .4" 6,E` •. �:2g 1i.3" =1.7'" 4V- -8.25 i23". 4J" 4 - :' 13;2 ,S d.3" _. ,3 4�7 h .rt2Y dT ,➢ �i5•' 2,3" E4" {.8m.. d.35': Sit 3' ANCHOR 'NQTES>, N to > O (D L �. }. 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