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HomeMy WebLinkAboutFallstone Way - Abbot Square 40T �_ tea.. ,,. ... �,, ..L..., — _._ "I -- .. -I lam- .• ;4ak,a 11 6 a r r t INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN — 1.2 SECOND FLOOR PLAN —" 2.1 EXTERIOR" ELEVATIONS _ �u'v 03 2.2 EXTERIOR ELEVATIONS 3 ELECTRICAL PLAN 4 _ -- ROOF PLAN----�--- -- 5 FOUNDATION PLAN 6.1 FIRST FRAMING PLAN - 6.2 SECOND ROOF FRAMING PLAN 7 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES ABBREVIATIONS SNP DETAILS_---- ---_ - AB or A.B. Anchor Bolt FIX or FXD Foxed PWDR or Pwd. Powder Room S3 DETAILS ABV or Abv. Above FLR or Fir. Floor RA or R/A or RA Return Air S4 DETAILS AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Red. Radius -- -- - - - ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill S5 DETAILS AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed S6 DETAILS AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle L-- -- - -- - ----- ALT orALT. Alternate FRT Front REF or Ref. Refrigerator ST STAIR DETAILS BC Base Cabinet FT or R. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing READ or Req'd. Required SS RETROFIT DETAILS BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room D1 SECTIONS & DETAILS BLK or BILK. Block GALV or Galy. Galvanized RND or Rnd. Round -- BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening D2 _ SECTIONSS &DETAILS BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf WP WATERPROOFING DETAILS BOT or Bot Bottom GT or G.T. Girder Truss SD or SO. Smoke Detector - -- BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door PA1.0 PRODUCT APPROVAL NUMBERS BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet — — — — — — — — — — — — — — — — — — — — — — PA1.1 PRODUCT APPROVAL NUMBERS --------------- CAB Cabinet HGT or Hgt Height SHWR or Shwr. Shower PA1.2 PRODUCT APPROVAL NUMBERS CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) - - -- --- - -- "" " "--- - - — COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SO or Sq. Square SH1_2 HURRICANE SHUTTER PRODUCT APPROVAL COL or Col. Column INTorInt. Interior STO Storage n SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL COMP or Comm. Community KS or K . KMfall Kneewall SW o S.W. Shear Wall �[E— �1 I a a o a a a �� , - - - - - - --- COMP orCom . Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL CONN orCONN. Connection LAUN orlaun. Laundry TB Towel Bar v u SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL CCont. Continuous LLLavatory TEMP or Temp. Tempered El El E] EJ a El El::�:] CTT or or C.. T. Ceramic Tile LF o or L.F.LLinear Ft THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block 00 - -- - -- DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry El a E] El E E�] E] El- DBIL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DDecorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder- - - DEC00 C or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical - - - -- - DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tubishower) DTL Detail MW or MICRO or kcro. Microwave VB Vanity Base - - -- - -_- _- - DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam MEAN ROOF 15 FT. HIGH TYPICAL DWorD.W. Dishwasher OPNGorOpn'g. Opening VTR orVTE Vent through Roof/Exterior FOR SINGLE STORY HOMES EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor MEAN ROOF 30 FT. HIGH TYPICAL EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) FOR 2 STORY HOMES EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXPorExp. Expansion PorP.L. Parallam WDWHDRorWDW.HDR. Window Header THIS DRAWING AND DESIGN IS VALID L EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FOR 12 MONTHS AFTER THE DATE IT FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet IS SIGNED AND SEALED OR WHILE FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) CURRENT CODE IS VALID FG Fiberglass (Shower Pan) PSF Pounds per square foot WP WaterProof(ing) CODE REFERENCES ARE SUMMARIES FIN Finished PT or P.T. Pressure Treated WS Water Softener OF CODE SECTIONS. FIN FLR orFForFin. Flr. Finished Floor PWorP.W. Pre -wire WWF Welded WireFabric (Mesh) SEE FBCR (CURRENT VERSION) FOR PLAN REVISIONS COMPLETE CODE INFORMATION. DATE VERSION DESCRIPTION Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these 04/25/12 1.0 NEW BASE PLAN documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to 06/25/ 12 2.0 GRADE BEAM FOUNDATION the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to 08/11 /15 3.0 2015 NEW CODE UPDATE construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding FBC 2017 CODE UPDATES & MODEL the information found in these plans should be directed to our 03/06/ 18 4.0 Office at (407) 880-2333 immediately. No backcharges will be UPDATES considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. REVISED SGD, LANAI & WINDOWS Payments will be made in accordance to the terms of the 06/01 / 18 4.1 AT REAR agreement. 06/07/ 18 4.2 REVISED DINING WINDOW TO 35-S H Control of Construction SiteThe 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 12/19/20 5.0 FBC 2020 CODE UPDATE limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for IL IF= 14 114 Aix 11the 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 debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect 1763 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. 78 L A a N N 'L GD N f La � t � U f? r' r ,t�i�uurru�,, 8R • WV _ Q e U �O5� 4 . i ••' F �. ® •�'•••........ •' °r o RO�EsStol", NN To the best of the Engineers Mowledge, 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. ab Ln E o g8 I N J 0 C J LL 0 � ai at " uJ a C J �u.ii LL o rn Z m O OC ' � rp O W a 02O0LL MZ Jn Cd7 O Na ZZ U W ❑00 U z 9 z z CC a. z v0� LL W W LU � U O 8 V) �_ LU H L U co co • O w LL. w zp a O (D ccU U U w° O Nw� iao a� a� ru N C C z Y �8 mON o ZZ >Z Z J cab � wZZ wLL 51; �W Waz o w w ` a 8 .0O = LO N � � Co � r �..\ T 0'^ U m O � CMO 04 C) L0 r Q N V2- m Z CV 3 CV o Z a E r L c°�0 a o JOB NO: 22-02364 SCALE : AS NOTED SHEET NO. -% (s is, ik oc FL _1 I , i OWNER BATHROOM BATHROOM VARIES, 2" LESS THAN CABINETS BELOW MIRROR � #V-ARI�ESI� I I 0 24" TOWEL BAR W / ON WALL ABOVE / TOILET E E � r CABINET TOILET PAPER r HOLDER v �0U. 0 a Cr Z rk�-- 4 F IQ I 11� TEMP OBSC 1( 1 I a a OWNER BATHROOM i11� KITCHEN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS TOWEL BAR ON BATHROOM WALL SHWR. SHWR. CURTAIN HEAD ROD 0- TOWEL BAR TUB OR SHV SHWR. VALVES BATHROOMS, SHOWERS AND TUBS 0 TUB W W x C7 to = tI U DOUBLE RODS S� rh SINGLE ROD CLOSETS LAUNDRY VARIES PER FLR. PLAN TYPICAL HEADER HGT. 0 0 IL KITCHEN 42" H UPPER CABINETS 36" H UPPER CABINETS _ 30" H UPPER 16" FOR LINEN CABINETS 12" FOR PANTRY OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT =a cr BRACKET 36" H BASE FINISHED CABINETS COUNTER TOP 30" H BASE tO g? 50 CABINETS. 00 LL r; `V F W t0 O 1 2" 2x 60 FRAMING § c 1/7 GYP N L'..4 iv BOARD FIN. FLR. T FIN. FLR. SHELVING ISLAND COUNTER CABINET BLOCKING � ALT I AC PAD 1 it J LO N J S6 TYP. @ 2-STORY Ou7 04 12"x12" CMU w/ (4) #5 VERTICAL 25'-0" 11-411XV "Lx SHAPE CMU COLUMN AC PAD TYP @ J_ O2-STORY S6 35 SH DINING 8'-$" FLAT CLG. CARPET GREAT RM 8'-8" FLAT CLG. CARPET 4-4- 1/2 WALL DR RAILING DER SPECS FLOOR G.T. 00 ENTRY 8'-8" FLAT CLG AFF 4'-i Ax (3) 2x4 #2 SPF STUDS W/ (3) 16d NAILS AT LANAI 8'-8" FLAT CLG. A.F.F. 9'-8" I I I I I I I of � 6068 SGD � kit BF rn to T I �10 1�`011111111111 ou �ll�Jli� \: ��/ h ��A' wl■ ��� ' MNIM ......... ar :, • • - IW\ A Q - • --• 1 _ I OF WALL TO FLOOR - o _J TRUSS ABOVE @ 16" O.C. LU - m GARAGE D: -- I- LU . 8'-8" FLAT CLG. A. F. F. - H J _J N - LU z5.LL -- = I I ----------------------, I FLOOR G.T. _ _ ■ j 8"x16" CMU COLUMN j I W/ 6"x12" ABOVE - INTERGRATED INTO K - I WALL W/ (2) #5 TYP. @ S4 - I VERTICAL GARAGE - - - - - - - - - - - - - - - - - - - - - 1 70 OVERHEAD DOOR O 1 PLUMBING LINE TO SECOND FLOOR J A S3 TYP. @ r SINGLE STORY OPENING PRESSURES ENCLOSED-EXPOSURE"C" +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 / -29.1 OF +26.6 / -33.5 GC� SEE SN SHEET OH SEE SN SHEET 1 Q Q 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 20 X 26 181 X 25 S.H. 13 20X38J 18JX37J S.H. 14 20X501 18ZX50 S.H. 15 20 X 63 18 J X 621 S.H. 16 20X72 182X71 2 S.H. 1 H2 27 1/4 X 26 26 X 25 } S.H. 1 H3 27 1/4 X 381 26 x 37 S.H. 1 H4 27 d X 50 26 x 50 S.H. 1 HS 27 J X 63 26 X 621/2 S.H. 1 H6 27 i X 72 26 X 71 112 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 J 36 i X 37 3/4 S.H. 24 37 J X 501 36 J X 50 S.H. 25 37 J X 63 36 1 X 62 1/2 S.H. 26 37 J X 72 36 z X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 4 X 25 1 S.H. 33 54 X 381 521 X 371 S.H. 34 54 X 50 1 52 2 X 50 S.H. 35 54 X 63 52 X 62 4 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. HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 e (2) -1 3/4" X 9 1/4' LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS FIRST FLOOR PLAN - ELEV-A SCALE: A"=V-0" 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,gazge. 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 MITI) 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. Chapter45 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'-8" A.F.F. 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 LIVING 728 S.F. SECOND LIVING 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC 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 SAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE ! LIVING) F; U >< N rl Lo C tr. - .z J, O 0 C C, _, = � O >j�y-W \```,�\\\\i111Ulilfdih!!!�` 5?,o WN tji \� '�N S E •'''�I elf =U; �O �1l FL��, l�rll r n r�i\�\�`o To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within ftse drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of dfe drawing pages bearing Enginesrs signature and seal. 0 1 E FW- nLID N �8 mpp 6 LL Q (0 m- R J Co _ .to litLL W W r'nNrZ LLaa 'i 52 � U. U. -L 'd ' t9 0 13 0 f? _Z 0; WGo t C � 0 N r0 m O J 'Si = Ci S2 N M Z Q• N O W ❑ ❑ ❑ 0 M Z N z I § Ln N M Z cc U cz � s U_ty _J� N W W � V 0 - � w c(D-*(Atn s (10 as_ co U g U � f Q C N o co 01 W Z2 10 sLL �9 Q E 0 CID a® oa Q E c� 18 �R s , Wz w M Q UJ m i �� z COC J o "c�a >� z U W� U 3o aLL N 8 Nu¢W¢ W 2�K °O = �U Occ B r lot U) m to ~ O � CA N O (� N LO Z Z E1� N y m m M m a U _J v Q O c JOB NO: 22-02364 SCALE : AS NOTED SHEET NO. 1.1 rTN T CONT. HANDRAIL RETURN TO WALL DETAIL A SCALE: NTS 42" KNEE = WALL WITH 00 1 x8 CAP & CASING----__.� A 1 x8 CAP & CASING 2 1 STAIR CALCULATIONS: ,TOTAL RISE = 10'-0 3/4" I(16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING 42" KNEE WALL WITH 1x8 CAP & CASING - USP MP3 CLIP EA. STRINGER TO BEAM/ FLOOR SYSTEM TYP. 36" H. CONT. GRASPABLE _ RAILING o M / 1010 / / / 10 / / / / 9 CA T• / 8 / 7 / 6 1 ,/''5 2x FRAMED I�4 WALL 1x RISERS 3 (TYP.) (3) 2x12 STRINGERS 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. / / 15 / / 14 / / 13 / ' 12 i1 STORAGE UNDER STAIRS TYP. STAIR SECTION SCALE: 1/2" = V-0" SEE PLAN FOR LANDING DEPTH L MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1 STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM O LANDING FRAMING (2) 2x HDR. REQ'D @ ENC LANDING FOF STRINGERS 7 CONNECT TC 16 1 x TREAD (TYP.) M 9 2x FRAMED WALL 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 3/4" PLYWOOD DECKING FLOOR SYSTEM 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR EXTERIOR WALLS -� 3 D2 SIM. W/ (1) MSTAM36 STRAPS @ BASE 3 D2 SIM. W/ (1 MSTAM36 STRAPS @ BASE 140C REV 10.1.20 CAR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN T-O", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.* THIS /S ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH **WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS- T-8" 8'-9" I I I I H1 I H1 j 6 61 O J D2 S6 O D I P. 25 SHI I 25 SH U.N.O. *EGRESS *EGRES 60" X 36" TB SHOWER to FIBERGLASS M O OWNER SURROUND TP SUITE " q 8'-0" FLAT CLG. 2 CARPET ' LA CL .: G.T. ILE to BF '- 15'4" b'-1 u -6" 4-SH �i R&S - - 8'-0" FLAT CL (4„ 206 &-T. CARPET l rn Ca 1.j� 0,►' I ACCESS d, L36Lx I _--------------� R&S P" oc cc 9 O 9 C CN 3'-3" BEDROOM 4 8'-0" FLAT CLG. O CARPET to T-6' TB 1/2 WALL OR w RAILING PER SPECS w TECH CENTER 9c 11'-4" 2668 5'-11" T-9" 2668 BF _ _ _ _ _ ----------I in I ( DN 16 0' 0' �i oal 4 5 6 7 8 9 10 11 12 3 4 5 6 5068 BF 1 W. ----- -- :3 LAU R&S 2652 0 8'-0" FLAT C 3. 1 ----- - io -- V-11" nR/A H TILE T-10" 6 iv D I 4068 : MM c 5'-10" P A J 5'-0" ro L 0 N 9'_.5? � ' e . N �0 I I I iv G.T. I 5068 _ 2' 1 V-6" 1 BEDROOM 2 IX BEDROOM 3 8'-0" FLAT CLG. 1 8'-0" FLAT CLG. CARPET I CARPET I *EGRESS *EGRESS 2 SH 25 SH I H 1 9 © 39 22 D2 © I D2 D1 D1 I JAMB STUD OVER H1 I I ENTRY TO BE I I CONNECTED DOWN I I PER DETAIL 6/D2 I I 6'-8" L 6-8" 5'-10" 5'-10" 64" 18'-8" 25'-0" ' T HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE e (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 (2) -1 3/4" X 91 /4" e LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 71/4" 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 1 TYP. @ D2 CORNERS O 3 D2 SIM. W/ (1) MSTAM36 STRAPS @ BASE ih co T TUB/ SHWR TILE TO 7' A.F.F. -HANSON BOX @ 36" A.F.F. J X N -DRYER VENT THRU SIDE WALL -WIRE SHELF @ +54" A.F.F. W =7 TYP. U.N.O. D2 SIM. W/ (1) MSTAM36 STRAPS @ BASE OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +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 G SEE SN SHEET H SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 181 X 25 4 S.H. 13 20X38 18JX37i S.H. 14 20 X 501 181 X 50 S.H. 15 20 X 63 181 X 621 S.H. 16 20 X 72 181 X 71 4 S.H. 1 H2 27 1/4 X 26 26X251 S.H. I H3 27 1/4 X 38 3 26 x 37 S.H. 1 H4 27 J X 50 a 26 x 50 S.H. 1 H5 27 a X 63 26 X 62 112 S.H. 1 H6 27 J X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 1 X 251 /2 S.H. 23 37 J X 38g 36 2 X 37 3/4 S.H. 24 37 3 X 50 36 4 X 50 S.H. 25 37 a X 63 36 4 X 62 1/2 S.H. 26 37 J X 72 36 1 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 7312WIDE S.H. 32 54 X 26 52 1 X 25 S.H. 33 54 X 38 52 J X 37 S.H. 34 54 X 501 52 2 X 50 S.H. 35 54 X 63 52 J X 62 1 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. Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) 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. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding '/ inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. SECOND FLOOR PLAN - ELEV-A SCALE: Y4"=1'-0" 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. .3302.5.3 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 518" 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. 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'-8" A.F.F. 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 LIVING SECOND LIVING 728 S.F. 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S. F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 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 (GARAGE ! LIVING) R-11/R-13 KRAFT FACED CD_C N 0. (L Lo Z a V u,f � iD 70 > L. 4-- W � U lop' « i ;F L a.,•� k. ��`�ii7�R0F E S at 1014 't To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. -/ La W E ao C,)8 N ik ��p N 6 C1 J UJ LoQO 0 ip it LL. W di U)MV� u. a Y MLLU_ a t9 _ o Z mc°'o _, a 13 Mo O O oo n W p�G W I MZ o LL= N U _5 W Z U W 000 CD z N Qq�a� Z Q a v J - - N z 3 0 �-J (V 0 N W N o p l.1 -� O W $ V) c N w as M i U 'o asCo 9 c ° Q 0 Y N cm 0 19 cn M z2 W 66 E E Oi go g Q o CC9 9 I- io X tVj a� ?o O g E o �� az M N C - a Z2 z OY Nm O ZEi Z N J a^ <w �Z W N 3 EX. 3: U g� Z a0 �W �7 0 oLL MW o >_ °` 0 c 0 �L 0 c� co T Q ~ in O � C)N C) L') T Q N T ui C`V M . rn CV c Z z = E T E B :; „ c a) a U _J¢ p � JOB NO: 22-02364 SCALE : AS NOTED SHEET NO. 1.2 ) ) 12 4.01 RAISED BANDS OR FOAM PER COMMUNITY SPECIFICATIONS N o CJ /WEEP N - — — — - ' r I - SCORED ❑❑ �❑ STUCCO s r [\ N N 4" 12 15.0 N a FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS HEEL HGT. HDR. EXTERIOR PLASTER ON FRAME 00 F- FLASHING _ 2ND FIN FLR sic T.O.M. 34 ---------------------------------- — ----HDR. oo�aoaoa TEXTURED CE IOUS FINISHISH ON ON CMU (TYP) FIN FLR , FRONT ELEVATION - A SCALE: 1/4" = V-0" 9'-0" RIDGE VENT 12 15.0 FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS S EXTERIOR PLASTER ON FRAME CJ 25-SH CJ 12 �4.0 -------------------------------------- CJNVEEP-------------------------------------------I-----��s-- ---- -- -- ------------- ------------------------ F 25-SH 25-SH TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) FIN FLR LEFT ELEVATION - A 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. txtenor uovering 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.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 barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 7 O CV N x c• ri CIA L �' IV^ UJ = cc L J x. Q - _ o 0 J L' `' L.. S t, UJ 101 lWl/t� I."; ..-OASE c (r • ��' ': .� Qq- 4-FL tZ ,.•' To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W £ r H o � cc at 5 N N m N# LL V •�-. � aC7 J , co m it U. C U LU 3 6. N O u- a. - y' - a J ' U_ d S Cr o Z_ r m g of-9 IC '@ A OJ —� m W Z �Z Ix -JN 0 IL IL N Z pV c630 W �on c9 Z N z � Z n J a � M N Z W f13 W W � V 0 W s �N � w w W r— — E r 8 c o Y CQ B �Q o W CIO s Ct p was g¢ �o Za Z C E N ro a L °do Wf mp .V '0 W Z Z C N o < az W 5 �0 �w �� �'o o 0 w M a� `S 0 c L.n 0 °) rn c� co T = 7— Cr m4-1 to r— • CO '� N N Lei T Q N T ai Em Z. N It y N o Z Z E r m E w C ,_ a U _J Q p JOB NO: 22-02364 SCALE : AS NOTED SHEET NO. 2.1 7 00 12 2ND — — — — — 4_01 _ter® EXTERIOR PLASTER ON FRAME FLASHING TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) 6068 SGD 12 —15.0 - FIBEREGLASS SHINLGE INSTALLED >�S-Z AS PER MANUFACTURER SPECIFICATIONS E E CJ El 25-SH 25-SH 35-SH A--1-------------------------- 1----F REAR ELEVATION - A SCALE: 1/4" = 1'-0" 9'-0" RIDGE VENT FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 — 14.0 — — — — — — — — — - `— TEXTURED FINISH ON IOUS RIGHT ELEVATION - A CMU (TYP) SCALE: 1/4" =1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. I Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (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 barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 N t O �. X tk r1 - r t. V D LO Q 'rr < c L 4, > ii � W `���� P,. f.NSE,• �i Q� .' SAP ��'•,z �N1�111l111ltt,1```���� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within ftse 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. SS of 8 = O N v r LL 0).1 m J LL INN in'Lo- P! w a Pl 0 rL a S2 , LL LL a L 0 Z_ tL� 0 r7 f0 N ¢ W tR�pjrn ¢aoo C; '1` IL Z W y O N LLL ZpV c�:3rQn W ❑0❑ cD V Z N z z � � Wv) Z ' 0 . s �- O"' N kn L-- N _w Vi w sr Q m " E E o � �- s° �£ z• O N E U z O =O U R Z Z Q) L W W CY C QLL Z i 8 Z yW W �3�E wLL J w all st °z1�4 691 �C � L 0 rn E C9 co r � r r W m co CO '� N O N LO r Q N r E CN N z T" d w 0 a. Q p JOB NO: 22-02364 SCALE : AS NOTED SHEET NO. 2.2 +ram r�+ 1,1" 'RY"r r'w•rl Ir :'I P 11111111 r1rill" ISr1Q® ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES. - Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16"AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. Al[ 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 LIL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelfing units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in LIL 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 LIL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed Within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The Width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FET Fff DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET W.P. G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH � 4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX I--O WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS P.C. TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN ;Q EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) P� PUSH BUTTON SWITCH (OPTIONAL) F[B] PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ]M ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN C� J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR PPT. CEILING FAN G 7 J j1) PHONE LINE, (1) DATA PORT w 150A/200A INDOOR PANELCENTER NEMA 1 150 AMP! 200 AMP n 200 amp 150 amp #14 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH 910-3 copper to Dryer or 4/0 SER Alu UNDERGROUND DisconnfE POWER CO. FEED INTERSYSTEM Bare Cu Ground BONDING UNDING WIRE TERMINATION PER F WITH CODE APPROVE NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF NEC 17. Typical 150-200 Amp Electrical Riser Diagram REV. 04,06.21 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER CO. .\A i AC PAD DISC. WP GFI I WIP qO I �_�_ -� • • I II ALT II I I AC PAD I r ----J WP DINING LI H AS -E _ OPT. D 5'-0"6 r SP C 5„: LIGHT AS PER 01 SPECS PENDANT U.C. OUTLET SWITCH FOR DISPOSAL DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS SPEC 3 & 4 KITCHEN SCALE: Y4'=V-0" LIGHT PER SPECS Gll GREAT • ROUGH -IN IX, 12 ■U.C. OUTLET FOR OPT. ■ - - G9�:il�■ OPT.CLG FAN/ SWITCH FOR • �7 ��___: DISPOSAL LIGHT PRE -WIRE/ ►� La/I :mil ■ ■■�.�n�i g �J■1 • 'i �I M-11 DB WP I I GFI I I t I I II I I 0 I I I I ENTRY I I I I I I I I I I I I 1 I I GFI @ 44 ------------------------------- ------------COA1z1GRTS -- - - - - - - - - - OR PREWIRE AS ` PER SPECS i DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS r W °W O in r-------------------1 I I I I I I I I I I I I I I I I I I I I T—r I I I I I I I I I I I I I I I I I L------------------------------------ J RECEPT. FOR ALARM SYSTEM PROVIDE PHONE / CABLE AND OUTLET AT TECH CENTER GFI @ 44" A.F.F. III` 3" VTR 1.5" VTR IIII I� I I I I I I I � I � I I —111 3" VTR I � I I I PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER ELECTRICAL PLAN — ELEV—A SCALE: Y4"=1'-0rr c ;' O LD Cr• � /ice A. i L F � >> W N C=) N N CV 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F S W) o E O 78 Nr x co, 0 J LL tl) U r" rZ V LL to _ a Y �' '! JLLLL a 0 o o r— O13 cNo.;W SO OaW02,Y) CL in ZNaJ Z� 6 O ZN W O UP to oo❑ M Z N M � z� zo s J — n 13 a (1) Q) - tL .P f6 N w -9 � 0 t!t �Ln W s c CZ A. t g; U �, Q C" a a o w —' o 99 o� � �® Q�p E O N v ~ o o¢ ()p o Z o E r0 ap a z ado a= w z =o yY N ms Z z Z J ID$ O CID e Q W �z Z az W � �3 W; LL �k � Nu IZ � IIIIIIIIIIIII� it O > Ln O rn C9 co r Y /^ v / ~ m O � M N O N Ln m � CV y N c z m T 42) c d U J Q p J JOB NO: 22-02364 SCALE : AS NOTED SHEET NO. 3 ) ) ) ti/A 5:12 SLOPE a I N 4:12 SLOPE w 4:12 SLOPE W a 0 N Tr. 4'-0" OFF RIDGE VENT l— z Uj 0 cc CD 0 W Q. 0 N_ L q<<F Lu O y�,� 5:12 SLOPE le 5:12 SLOPE ZONE-3 ATTIC SPACE 1071 SQ. FT. I%b I ZONE-1 zo ATTIC SPACE 97 SQ. FT. ZONE-2 ATTIC SPACE 60 SQ. FT. ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 0.0 0.0 Floor 97 93 13 47 3 23 0.0 0.0 0.0 (Zone 1) Main 0.0 0.0 Floor 60 58 8 29 2 14 0.0 0.0 0.0 (Zone 2) Upper 9.0 1.0 Floor 1071 1028 147 514 37 257 273.0 (Zone 3) 135.0 138.0 "*NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVESISOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN —A SCALE: Y4"=l'-0" 'ID � t C', ,,- C. N Lo Q C L ,: IW i ,ti;`?�N N '' •�� c�s��' o s N W ... \J �' ✓b i CV 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. to 9 F oCY) " O N N J N d C J LL G '�-> ib N at u_ W N M M 0 - LL a Y @LLLL a LLyl J R 0 Z t m a O F- C, J W o � m W 6 = N M Z a y 0 ILW 5 N Z o cai -:3 ❑ ❑ ❑ Z s� ¢v J U QU s 4—J LU 0 W Ln c U c � J E L m c 3 � r. 0 C11 co VCAD 2 W Z 2O S __j U- " mir i o o° K0 M.E U m o o Zp wa uo Xj rF O� Z o N az z � W 0� • rp N c C:g Zzz QY mO Zz z Cn Z S 2 g aZ W SSC HoF oLL � Jz T CD � O Z Ui rn m C7 coT Cr \/ ) .2 N 0 CO N r Q N r E io 41 N fV c z z N E T c a U -1 Q p 3 JOB NO: 22-02364 SCALE : AS NOTED SHEET NO. 4 �_ra,.art.- l S.ILa=1L1W11Y�j�y y WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN UJIM CONTROL JOINT DETAIL SCALE: 3/4" = V-0" •�.y;, #5CONTIN000S .. • REINF. SEE FND. FOR QUANTITY r #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. ' **Alternate: The reinf. bars shall be ;r,; • fir, ;;r, ��,: • �r Cont. around corner by cold bending the bar w/ min. bar lap of 25". T TYP. CORNER BAR DETAIL - 0 io FAAD SCALE: 3/4" = 1'-0" OP 13'-4" 2'-0" x 2'-0" x V-1 W/ (3) #5's E.W. 25'-0" 5'-2" 3'-10" 1'-4" j 1'-4" I I I I 10'-0" 7)-4„ L TYP. *I I C> co •' � I N 6'-8" 1'_4'1 2'_0" / M \ " 1 � I I '-4" 1'-8" — — — — I q l ALT I I AC PAD 11 — Illr ----------------— — — — — — — — t — — — — RECES REFE I ) I 1 TYP. @ PROVIDE 1-1/2" HVAC CHASE 2 STORY S6 FOR SGD DOOR. • III11 BASED ON TO MASON'S SCOPE LOCATION _ I FOR WIDTH o 111 = 111 � �i 1 11 INDICATES FILLED CELL r 11 W/3000 PSI CONC. GROUT 1 1111 FROM FTR. TO BEAM r 11 W/ 1#5 REBAR_VERT. _ _ C.J. 11 ABOVE SLAB. TYPICAL I 1111 @ ALL PLACES SHOWN 1 `? 1 11HOOKED FTG. DOWELS 17" j 1'EMBEDMENT W/ 25"- I IIkXT. ABOVE SLAB "GRADE 40 �I of STEEL" I III I • 1 11 III a 1 1 1 I I O rn 11 II 11 I II x 1 1 I I O `r o0 c, 13Y2" MIN)000 PSI CONC. SLAB 111 M `° FOR HERNANDO COUNTY ONLY i l 13Y2" MIN. ��00 PSI CONC. SLAB OVER 16 MIL VISQVEEN VAPOR BARRIER I I I I I I I I I I I I I • 2'-0" x 2'-0" x V-0" W/ (3) #5's E.W. J TYP. @ 2 STORY F 9 r 1 1 15'4" 6-3-2-5" 12' PLUMBING LINE TO • I 1 1 I SECOND FLOOR = o c I 11 I Y '0'-0" ELEV. _ Q _ u' I FIN CONC. SLAB � - -T-- I 11 I o • o I 11 v 4'-0"x3'-0"x1'4) 111 2'-01'x2'-0"x1'-0" I o W/ (4) #5 E.W. 1 1 14'-5" W/ (3) #5 E.W. 10'-7 1/2" M O M I I ih I • 1— — — — — — — —— — — — — — — — — — — — — — — -- -0 op • • 1 4" STEP 3 1/2% S6 I`-1 DOWN C I & 1 c� OF 6)�rr 0„ MIN. S3 1 '-10" M I 10 TYP. @ 2 STORY I _ K o S3 I 3'. 0" 11 BUILDER TO PROVID I I w APPLIANCE PROTECTIO in TOP OF CONC .I RECESS FOR FRT. DOOR I ap I WHEN REQUIRED PER FBC! PAVER TO BE 4" 1 I � 1 I PROVIDEI/2-x91/2 I I BELOW FIN. FLR. I _ I 9'-4" 9'-4" 1 • C.J. 1 12" oo I TYP. @ I 9 z ENTRY 1'44" 1 1 I o 0 12'-6"Ir-x2'-6"x1'-0' I TYP. @ 9 O U I W/ (3) #5 E.W. I SINGLE r LL N j • STORY r, (2) # VERTICALS 17 - I W/IN FILLED CELL I • A z M N J I S3 I _ 0N 0 3'-0x5'-0x1'-0�1 S3Q -, HB I o u_ '- In WJ #5 @ 8" O.C. S3 E.W. L- ------ ------ ----- - - - - - - - - c� • -I he • 6'-4" 25--0" 16'-8" 18'-8" 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 11 000�� pIc~n O N FOUNDATION PLAN - ELEV-A SCALE: Y4'=1'-0" tD L s X N C. N ~' Lo Q Y, .�-- U , J •J L •~.• >>a• u1 ti=` • DNS �� � To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. h ur) W Co F E r o � m n 7k Q N O N J �6C C o Ow seJ w 0ENJCa O C a Y LL LL d J 0 ° �C,4co O LL a LL (3 Z N M Z J O LL OU -y _ ❑❑❑ W 0 Z i14 io Z Z � Q � J _0 � C1 11W,, 0 LU LL �_ w W � .LL,$ V O V) c m u W E '® a Q Y S o M 0:CI),Z QU— a E E: O s� 's Zo 0 wa Z I_ _ N ¢a o a $ Uo o iE L < 0 z W s m0 z zU) =UYUz0 - J yO ?b >Z g k LL go W C,Y O o O c� co m � O � 00 N O CJ N Li i T Q N T ci m C\V y 04 c Z Z C E T— 0m y C a U J Q o 3 JOB NO: 22-02364 SCALE : AS NOTED SHEET NO. 5 1 ) r 2x BLOCKING J S6' V TYP. U.NO. V @ 24" O.C. MIN. (2) STRAPS 2x BLOCKING O yes CJ2G 2 D2 CJ4G 71 II II II II R II II II II J U_ PM■ � ra �� II II 1 OF • FLOOR . ABOVE0171 FL5 2 D2 1 S5 SIM. @ CONNECTIONS T A TYP. U.N.O. I; K�I�I�I�l�Im A TYP. @ S3 SINGLE STORY - p TYP. @ �/ LOW ROOF 0 C� U FL9 eYP. X.N.O. 00 U_ 0t TYP. @ CORNERS 1 D2 J TYP. U.NO. -" A 1 S5 SIM. @ CONNECTIONS RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH :XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE [4:12]-[12:12] (SQ FEET) (-) VALUE DENOTES SUCTION a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 1 10 1 GABLE -38.22 -38.22 -60.99 -60.99 1 -60.99 -78.58 Q ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): r 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 r ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: 0 0 SHINGLE: 7/is" EXP. 1 1?%) or 1%2" EXP. 1 (34s) TILE: 1%2" EXP. 1 (-'/1e) r NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Ya" x 0.113") NAILS r r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1VI32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2'x 0.131') NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=4f1 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. 2x STUDS @ 16" O.C. w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL LOW ROOF/WALL STUD) SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. LOW ROOF TRUSS W/— RAISED BOTTOM CHORD EXTENSION SEE TRUSS MANUF. SPEC'S FOR CONNECTIONS TO G.T. SECTION SCALE: 3/4"=1'-0" L (2) 2x6 BLOCKING UNDER 2nd FLOOR WALL w/ SIMPSON LUS24-2 w/ (16) 16d NAILS AT EACH END BUMP OUT%� PLYWOOD FLOORING FLOOR G.T SEE PLAN 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 1 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 1 1020 1160 9 -10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 — w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26)10dxl-1/2" 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 21/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** -- 8 -10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 31/2" 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 `^'/ (32) 161Y 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 1 1310 1 1245 24-10d x 1 112" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 -10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 1 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 3/12 & LOWER. REVISED 12-02-20 LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x Y GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPIKING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-X ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS Fq (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER n u SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV-A SCALE: Y4"=1'-0" i'. L CV n fa.. LO ,3 �., 0 O M L �+ 33 - C) O# F L ''=d. , r r l I l I ►�111"I'111 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. tl� $ �E Q ON N -J C" J LL C � - a di rn r J w tll' rNi v )` a �[ a �LLLL auxi ao Z fag 0� RCN 0 W O J m =13 oo N v)) Z sor0 IL LL i_' p V U _r�� j V � z z La a � N Z �Npp �z 2 LL V _ � 0 ,,, N c d V)cn in W W �F5 a N M M of W z J E o io S 2 z® O w=z= oa Z N M � �o� z M� C o � g mo � o 00 v J m z ' W r7i ab� W � Q �W �j NLL �3k o ul, L_ CEO t5wy� ZI6 O~ U �1 0 �O = Lo O ►o 0 CU Cr U m CO ~ O M N O N r Q N r M H C q z c E r ci c n� i°�0 Q o JOB NO: 22-02364 SCALE : AS NOTED SHEET NO. 6.1 a M U I--------------------- I I I I I I IL�� I i 1 G- /'rvo T.-w I U U yVO U U U G I TYP. I U.N.O. I I I I I I I L------------------------------------ J —(2) (D TYP. @ HIP CORNERS 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 EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 1 -38.22 1 -60.99 1 -60.99 1 -60.99 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: 2� SHINGLE: 7/16" EXP. 1 ( %) or1%2" EXP. 1 (3716) TILE: '%2' EXP. 1 ('/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF 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. HIP ROOF >20 TO 45 DEG. [4:12]412:12] a=4ft a=4ft 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 1 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 1 112" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5"TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8"ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(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) 1/4" x 2 1 /2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** — 8 -10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 31/2" HUS26 2035/3400 -- (20)16d x 3-1/2" Q HUS28 1760/4095 — 1720/3125 ** 30 -16d x 31/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 518" ATR wl 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 518" ATR wl 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F `Ar (14) 1/4" x 2 l/4" TITENS (2 PLY) OR (28)16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w 6D 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 1 535 10- 10d SPT22 735 8 -10d SP2 1 1010 1 605 12 -10d SPT24 1090 12 -10d HCP2 1 590 1 555 12-10d x 1 1/2" 1 HHCP2 680 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2.16d COMMON NAILS OR 0.128" x Y GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 20 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV - A SCALE: X"=1'-0" O O r.tr h , CV Z , i 13 a � y A + a✓ r'. J /I 0 0 LU Edlit Ro �J -� CEO � 0��. . .� s z I III Ille�eeo To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W S W E n a �8 NPR g J LL J w C `La W yt- rr� —)w Qycvnv u C sC LL LL IL J O Z @; t1$- z W0 1% j f0 n M ��pjO1 a a Z MZ rn 0 ILILW N ¢¢ ZOV v� UJ W ❑0❑ Li v R Z Q � J d � N Z W cnN w A 0 w $ N c V �N (� r— t'n w x s — Q Q R, $, M M -{W ma oo Z cer Qo 7dR Q Q O U z® oa ~ E o� go Qo azz ZO N d i ao "fig @ C aa g r� O Fz ?z z sW 7ga z o W Cx wu yw o w ¢ il4 U 'S C C)i T O' u O � W m ^, 0 i VJ m CO N N T Q N T ci m N M v; N o Z Z E T h E a; AS c U Q O JOB NO. 22-02364 SCALE : AS NOTED SHEET NO. 6.2 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. Cast4n-place concrete may be provided in composite lintel in lieu of concrete masonry units. 9, Safe load ratings based on rational design analysis per ACI 318 and AC1530 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 vertcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load <1 .0 a e vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS .:V. :- :• o o 0 0 ° ° 8F8-1B/1T 8F8-0B/1T 8RF6-OB/1T ; O © © O O O• O ,�� •• 0 0 0 o 8RF14-1B/1T 8RF14-OB/1T 8F16-0B/1T 8F16-1B/1T M-A= M &;;" (M (F) g 0 0 8F44 1B/1T8F40 1B/1T 8RF40OB/1T 81`321B/1T FORM a GROUT SOLID o � J �U O #5 BAR COW. 8F12-1 B/1 T "V" LINTEL DETAIL SCALE = N.T.S. 0 E 1 WE F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR BOTTOM OF LINTEL CAVITY w 8F 16- B/1 T U a Z = z tNOMINAI, QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL. ° HEIGHT MATERIALS c pT rei ca-s fntels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5REBAR .(1)RETTOP MIN. i) Q'D CLEAR ALTERNATE POWERS STEEL LINTEL a d qg.M,U, #5 REBAR AT TOP a� a GROUT MIN. (1) REQ'D < 1-1/2" CLEAR A G n J Ix L Ix� < C.M.U. • -#5 REBAR BOTTOM OF W - LINTEL CAVITY v o r -BOTTOM REINFORCING PROVIDED IN LINTEL ¢¢MOXZ Q ¢ k7 ZRZ LL Q ; p 1 F d ` REBAR AT BOTTON -5/8"ACTUAL 3MINAL WIDTH (VARIES) ` m ui ' i AS INDICATED 16 GAUGE POWERS STEEL BOXED LINTEL LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers 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/detalis for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES. 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION a@ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O 4'-6" LL O 4'-6" LL O 9'-0" LL O 8'-8" LL O MIN. 17'-4" LL 'LL O 3'-8" LL LINTEL PLAN - ELEV-A SCALE: Y4'=1'-O" C) t ' O (. . N .. T NCD4� Q i) C+ O _, cL .�`•. L1J VVN s V " " : N " 5. F L off..; ttFtlNllf�1ti11 To the best of the Engineers knowledge, informallon 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. OO n � o A g g n - N 6 tT LL :? � 'S in °°°o at " uj a fA N kin v ot i2 �yLLWJ LL LL a W 0io �Se Z t0cm� 03 g °fl' O a Z N clZ il�¢y0 Zp U c> v�i W ❑ ❑ ❑ 0 g? Z gQN .- Z i?S Z ti Q a Z � (D (� W U � O W N V) L _ Q M M ZZ W Ir■ LL E � o o 3� z >s ap Oa Z -E �� �o f Z a N � L < O ¢w m o Z . � CO� InJ J ;b o im � U U W UT W � & �W 2 k ~ie .ten H W 0 _ 0 0O = �LO B c� Co a. U m Ito 4-1 N LO W d' N Z Z a E f d c -0c U � ¢ 0 io JOB NO: 22-02364 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 (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTORS 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. LOWERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES f 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 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 61TMS 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 TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 51TMS 402-16 & ACI 530.1-16, ASCE 61TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2,1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OFTHE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615/ A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 V GROUT FILLED MASONRY: Y4" 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) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 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. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. L ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15132" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT NTH 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 W1 TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148",16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO N T BE ACCORDANCE THE CONCRETE,SPACING AND ALIGNMENT 0 B N CC INITIAL SET OF WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO 7' 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 = 285 PSI 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 A36136M 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 be and need for re -inspection and treeatment contract renewal shall provided. The sign shall be posted near the water heater or electric paner 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Imgation/sprinkler s stems including all risers and spray heads shall rt�t be installed wi hin V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 518" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and badd'ill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilutipn. If rainfall occurs before vapor retarder placement, retreatment is requires 9. FBC-R R318.1.5 - C ncrete verpo and mortar along the foundation perimeter must be removed beore extentx sa treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exteror verb I chemical barrier must be installed after construction is complete, including Icaandscaping and imgation. 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 of occupancy will be issued. a pest control company a certificate 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'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". 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. 061ta ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. .0 NL� s" ck: r N t ' u 1. LU S - U �S f/:I/f1tjill"t0N To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. �E r• o Q8 Q 2u_w LLwa ycN C) a x LL 5� 0 ZW O3 0 13 �LL o '0 O a _j N M Z I L LZ OU U�vVi W 000 U' Z N z z � � z �4-J LL L w 10 -� O LL, § -a)(A= Lr) C c z 2 E E z 's Q H i � oa Do Z wg �� f0 Cn �z ro z J2 fz WC3 N C cab 8� o 85 j y 10 O u Ct_Y7II� rl2 O LO O �' m to d. r T � . r m O CO N O LO r N N E to N w N c 0 z E r E v m � c a ci ¢ o JOB NO: 22-02364 SCALE : AS NOTED SHEET NO. SN 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 DOUBLE JOIST CONSTRUCTION (Not required ff both loaded equally from above) Filler blocking 1/8" gap 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 16GAx1-1/2" LONG (3/4"-1" 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite CROWN) STAPLES @ 6" OF THE JOIST ASA REQUIRED LEAVING Ys" GAP @ TOP sides by 6". O.C. VERT INTO STUDS (NOTED THUS:-) DOUBLE JOIST CONNECTION N.T.S. 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 000 5'-0" o STUB -OUT FOR 0 1'-0" 0 9 ;n GAS METER ' N g • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING CD A Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7!8" 5000s 1.8/1.7 wood panels Two 3/4" wood anels 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 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pff max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional consideration. Check wail or beam below.* local building 1/16 code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2A minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" 11(kil nails At R" ac. j, <"/ Provide adequate bearing J for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) p (see table below) DO NOT cut, notch or drill flanges NINE ,..5 FILL CELL STD. 900 HOOK BOND BEAM A X SIMPSON MGT w/(22)10d w NAILS TYP. GIRDER TRUSS CC CC STD. 90° CONT. #5 BAR T. #5 I HOOK �(�� BAR 2X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. ) Small 2"' min. 2" max gap • � 4 max. 4 Clinch nails when possible Tight fit U �1 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist BearingLocation Series I Depth I End Intermediate ® BC15000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 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 BCI60sP 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pff max. along bearing wall Required on interior walls: - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over /— blocking and wall or beam below.* Use 10dx3" nails at Vo.c. for all joist blocking panel *Non -stacking walls require additional consideration. — rl 611" A 1Y" ROUND HOLE MAY J " BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y" DO NOT CUT HOLES LARGER THAN 1Y" ROUND IN CANTILEVERS. 8 T-0►' V-1" 1' 2" 1' 2" T-3' 1' 7 1'-7" 1'-11" 2-4' 2-W 32' 1 3 T' Any 16' joist 12 1'-0f' v-1" 1,2' 1' 2" 1' 3' 1'-cx 2-4' 2-11" 37" 4 2' 4-9' 6-4' Sp"16 T-W T-1" 1-2' 1'2" 1' T' 2-5" 3 2' 310" 4-T S' T' 6-4" -P2' 20 T-Cr 1"" 1'2' 1' 2" 2-0" 3-0f' 4-0" 4=1W 6-11" 611" 7'41" 8'-11" 24 T-0'' V-1" 1' 2' 1-3" 2-' 3 7" 4-9' 5-10" T 2' 9-4' 9-6' 10'-W 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. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. When joists meet over wall, provide -1 3/4" minimum bearing for each. Plumbing Joist kJoist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. Joist hanger y \ - Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap Backer Block "Top Mount" "Face Mount' Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when VO.6XJoist required if hanger flange is laterally supported by joist hadoesn't meet height requirements e depth I -JOISTS BUCKETS N.T.S. 5/8'9 THRU BOLT 2 X B.U.0 SIMPSON MGT w/(22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION NIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM-�-.J SEE PLAN FOR •• • . • FOUNDATION INFO ` a ' A' STEM FOUNDATION GRADE .a r-REINF. SEE PLAN �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF • SECOND H10A SIMPSON H10A • • • (WHEN w/ (18)10d x 1 1/2" REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 12" BELOW GRADE am 1 PLUMBING LINE PVC OR SCH40 SLEEVE A q SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x V-0"- CENTERED @ PIPE PENETRATION q A PVC OR SCH40 SLEEVE PLUMBING LINE d � . aA •A i• c0 Z • q • j \,d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0 CENTERED @ PIPE PENETRATION d .a PVC OR SCH40 SLEEVE PLUMBING LINE A / Aa G aA o a 0 SEE FND. PLN. SIZE & REINF. a !' t � T � r l v: .,� J = ; />j G - LL •«- W ckRo A, `) 0 r Q.� 56 �a PLO ��p�SStON�I�.t�`� lO011llll1"1111\\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. w I✓ O 04 N .J .N-. 6 LL '5 to o?11 W �! rnNLL a a ejc'7� 'Zy Ico ,J 73 Z 0 LL u- Q I r 0 9 °' 6 W�IOjO1 .c cc NL MZ �QQsga O z O U U J N W ❑00 � R z N z z J a �✓ '%a. MCCCM _v O �U OW U') IN (= ra W W N o W z M �E 0 5�2Q a_ zS E 8o E g V *g 7V g� a? <o �m _�z& H z N -I 8w gz o V W n U .1 �z a hw �G o y WZW Y a � �I� o a cC) m >Lo 0 10 m C9 CU : T r o-ft% r Cr U m (0 � 4-0 0 � CM N O N LO � Q CIOT E C0 z M Z r iA B a U Q p JOB NO: 22-02364 SCALE : AS NOTED SHEET NO. SN 1 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5!8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS e „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES TOP PLATE SIMPSON SP2 w1 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. @16" O.C. W/ (2) 1U-0" (R302.11) SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS FOR UNDERLAYMENT 16d TOENAILS T & B EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1V-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 1l2" GYP. WB MIN,) @GARAGE SIDE IF INDICATED ON THE PLAN. ATTACH (ALT:1/2"x12" TITEN HD @ 24" ( z SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8 x10 WEDGE ANCHOR APPLICABLE. 4" O.C. @ BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) NSULATION PER CHART ON FLOOR PLAN PRE ENGINEERED WOOD 3/8 MORTAR BETWEEN EDGES AND @ 12" O.C. @ FIELD TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4"TAPCONS @ 24" O/C & c SLAB & BLOCK "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @EACH @ 6 MAX FROM END OF 2 x PLATE _ = IF NOTED, THIS REFERS TO THE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND COMPONENTS TO BE IN ACCORDANCE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH " " ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER . o ° ° ° A.F.F. O.C. OR C 10 WEDGE ANCHOR 2 x 6 W1.4 x W1.4 ATTACHMENTS 6 x 6 W1.4 x W1.4 /8"x INCLUDE THE WALL SHINGLE ROOF, SHINGLES TO r e . p n a ' L ° c7 ) �� WWF OR FIBERMESHCHMENTS � WWF OR FIBERMESH BE IN ACCORDANCE w/ ASTM - p .. — 4 ° ° ° ELEV.4-3 1/2" �31/2"MIN. �31/2"MIN. D7158-CLASS G or H, or ASTM 7- — ° D3161-CLASS F, IN ' _ ° I 4 < ° 1c 2x4 CONT. A ° G A.F.F. 0 ° " " 12 ACCORDANCE w/TABLE I ° g , o o ° ° 1/2"(min.)- 4" p ° 1/2 (min.)- 4 (TYP,) R905.2.6.1, FLORIDA BUILDING — _ I I • 31/2"(min. - 4" 31/2" min 4" - VARIES CODE 7TH EDITION (2020) i I _ T I I i GARAGE DEPTH VARIES ( ) - 8" RESIDENTIAL ° ' A n ROOF SHEATHING - SEE INSULATION LE SCHEDULE - [RSH) - ON TYPICAL INTERIOR BEARING (2) #5 CONT. 4" V.4" 8" (2) #5 CONT. U.N.O. TTT 4" '-4' 8" FRAMING SHEET FOR U.N.O. MIN. SHEATHING AND FASTENERS WALL w/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALLK"C� TYPICAL BEARING WALL @ STEPrCC ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3l4"=V-0" S3 SCALE: 3/4"=1'-0" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP oUs STRENGTH CEILING EDGE �� BOARD PER CODE (OR 5/8" ALUMINUM FASCIA Eoss�U�� GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM \12'N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ems. ABOVE) W/DRYWALL EE STRUCTURAL NAILED W/ 8d COMMON NAILS @ 4" 0/C SCREWS / 7" O.C. SOFFIT SHEET SS 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C CEILING & 8" O.C. WALLS LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ coN 2x BLOCKING HORIZONTALLY@ 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING INSULATION PER BLOCK W/ 1#5 CONT. 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) CHART ON FLOOR FILLED SOLID W/GROUT 1"x P.T. STUD SEE SECTION C/S3 FOR INTERVALS NOT EXCEEDING PLAN 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION #5 VERT. IN FILLED CELL 10'-0" (R302.11) 1x2 P.T. HORIZONTAL SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE NAILER 8" C.M.U. TYPICAL G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 wl (10) SIDE IF APPLICABLE. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" 3RD LAYER 1/8"THICK. K.O. BLOCK 10d NAILS BOLT INFO. PLATE WASHER TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR O.C.IA. EXPANSION BOLT N. S " 5/8" x 6"EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.0W/ 7" EMBEDMENT (MIN. SHEAR WALL SEE GG/S3) 5/8" x "x31/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB WI 20" MIN. LAP (24" MIN. LAP] SPACE ANCHOR 3500#, MIN. TENSION 2600#) 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE #5 REINFORCING *SIMPSON SP1 SPACED EVENLY a BOLTS 6" MAX FROM C16x6WIAXW1.4 N FIBERMESH BAR ARCHITECTURAL w/ (10)10d NAILS WEEP SCREED INSTALLED END OF 2" x PLATE WWF OR FIBERMESH T E "' 2x P.T. PLATE o FINISH TYP. c PER MFR INSTRUCTIONS w 1x2 PT WD FURRING @ 24" O.C. ASSUMED FINISHED J= #3 OR #4 REINFORCING BAR o ° _ _ _ o y GRADE 40 MIN. Fy= 40ksi a ° �WlGRADE r ° p z #3 & #4 LAP SPLICE [GRADE 60 MIN. Fy= 60ksiJ 1/2 GYPSUM WALLBOARD FINISH GRADE � 25" MIN. LAP 30" MIN. LAP a • i` r U.N.O. (1) #5 VERT. IN FILL MONO OR STEMWALL "' ° °' ( J w i+ CELLS (SEE FOOTING MONO SHOWN - oo w ° Tr FOUNDATION PLAN FOR CLARITY r °O 6 MIL VAPOR BARRIER p o ' ° - _ FOR LOCATIONS) —' '— _ _ #5 REINFORCING BAR R 17/8" `� 1x4 P.T. BASE NAILER - = ' Z " " I'I _I i; ? ' ' #5 LAP SPLICE (2) #5 CONT. — — 4 x4 INSPECTION �' — l - l- -III (- PORT AT EACH NOTE: r ='=i _; I= _ != N COMP. SOIL. (COMPACTED TO — ° A. 36" MIN. LAP [36" MIN. LAP] ON 3 CHAIRS 8" 1'-4" 8" 31/4" BASEBOARD *FOR BEARING WALL —' = _9 I_ -I I I.- 1=1 T (TYP.) FILLED CELL TYPICAL _ _ _ _ _ _ _==_ =i 95% MODIFIED PROCTOR ASTM — _ 10" MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR I_i_! — _I ! —_' _ ' _ — I'—i = D1557) W/ UPLIFT ONLY _ _ � . _ l i=III I _III --.I I_ =,1 — I — MIN PSI MAY VARY PER I I_I_ I —III III---III-1I II —III III--III=1 I!='' 4" 1'-4° #6 REINFORCING BAR #5 STD. 90 HOOK TYPICAL INTERIOR BEARING TO CUT BLOCK OR POUR —III=Ili-1 I I L-„III=1 !=1 1— - #6 LAP SPLICE MUNICIPALITY. CURB DUE TO SLOPE CONCRETE WFOR6X6 0- NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL W/ UPLIFT rG W1.4XW1.4 WWF OR = DECO FINISH 4" to 6" SCALE: 3/4"=V-0" SCALE: N.T.S. „= , FIBERMESH BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1 0 S3 SEE TYP. WALL SECTION FOR ADDITIONAL (:S3 S3 SCALE: 3/4 -1-0 S3 J_ s SLAB INFORMATION. SLAB INFORMATION. = z_ M ° Y I _ 6 x 6 W1.4 x W1.4 SEE PLAN VARIE N r ► > 31/2" WWF OR FIBERMESH 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR z min. 4" 10d NAILS TO TRUSS TOP CHORD " FOR TRUSS T� BARRIER �r 1 A. _ AT 24" O.C. MAX. " " , CONNECTION INFO ' . u p iv = ° a :" GRADE SEE PLAN FOR ' " & LAYOUT DESIGN COMP. SOIL. — ° — T °O _ TOP OF BEAM ° •. ° (COMPACTED TO 95% _ all- ° (11 #5 REBAR w/ OPT. SEE ROOF PLAN c ° a °M MODIFIED PROCTOR E ENCLOSURE (2) HTS20 _ �r 4. .. € ASTM D1557) I I I BEAM SIZE & STRUCTURAL ' 3" MIN. CLR. �' - a (2) #5 REBAR CONT. I - CONNECTION INFO M 1'-4" (1 STORY) STD. 90 HOOK SEE • ON 3" CHAIRS TYP. 4" V-8" (2 STORY) DETAIL) ( MIN. PLATE 2x4 #2 SYP P.T. FRAMING w/ U.N.O. " SEE A/S3/J/S6 Owl " TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL N CH O.S.B. SHEATHING O.S.B.o.s.13. Z ATTACHED PER NAILING FOR REINF. INFO. SCALE: 3/4" =1'-0" SCALE: 3/4"=1'-0" S3 w SCHEDULE OPTION #1 S3 Fr Q SEE TYP. WALL SECTION FOR ADDITIONAL 1/2" GYP. BD. COLUMN j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. LU COLUMN SIZE AND P.T. 2x H2" FROM LA o w CONNECTION INFO, LAB STEP & RECESS S.G.D. rM 112 FROM SLAB w S OPT: DEPRESS SLAB 5Y2" 0� J CONT. BEAD SEALANT SCALE: 3/4"=1'-0" S3 DEEP AND 6"BEYOND BLOCK WALL BEYOND BLOCK WALL BEYOND :.. ¢ INTERIOR 2X STUDS @ 24 O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE DOOR TO RECEIVE 31/2 SEE DETAIL 16/D1 FOR wl 1/4"x3" TAPCONS MASONRY WALL AND PAVERS / DRIVEWAY EXPANSION JOINT . ' ° — COLUMN TO PORCH SILL CONCRETE SLAB 14 13 •` T GARAGE ATTACHMENTS & 18/D1 AT 8" O.C. PAD FOOTING O.H.D. RECESS = O.H.D. RECESS _ PAVERS `t z iv `r FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -- ci'� CONCRETE NAILS W 1 1/2 1/2 GYPSUM WALLBOARD U.N.O. ATTACHMENTS EXTEND FILL CELLS c M W/ DRYWALL SCREWS @ 8-O.C. TO FOUNDATION PAD EMBEDMENT @ 12" O.C. �' •' ' ' STAGGERED, FROM BOTTOM INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' ' M PLATE TO CONCRETE ON FLOOR PLAN w SIZE VARIES PER PLAN M ,•:.'. I . (MIN. SHEAR 180#MIN. CONT. BEAD SEALANT a > w/ MIN. (2) #5 VERTICALS oo ? RA ;..•... _ :,r: „ _ E _ > FILLED SOLID (SEE PLAN FOR .. •. 4 op 4" oQ TENSION 120#) CONCRETE SLAB = w w : - a _ — _ _ •' r T ` 6 x 6 W1.4 x W1.4 N � ,,,� SIZE AND REINFORCEMENT) C"3 � - i- ° � _� �-_ =i • i _ WWF OR FIBERMESH w i- w o--i z .• ...�:. .— — = W —III _I w -. M F=aw BRICK PAVERS or SLAB PER 00 i!-� • �' • �� - z ' . 1 �' — — COMMUNITY SPECS 1 — w TLLIT 0'-0" FIN. FLR. __; FOOTING SEE AIS3 OR J/S6 ( 6 MIL VAPOR _ l l I'=' 1 c� SEE A/S3 OR J/S6 I " "' BARRIER _ —i=i' = ! -' I'-1 - BEYOND FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3 MIN. CLEARANCE _ PAD REINFORCEMENT — —I ! 1' " (1 STOR ) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) V-4" (1 ST RY) .': 3"MIN. CLEARANCE 1' 8" (2 STOR 1'-8" (2 ST RY) 4" 4" y • •� �. •�. CSEE ONIC. NFIO. ON (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE 0ARAGE DOOR SLAB RECESS ,1,1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRIG.rK TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL rN SEE TYP. WALL SECTION FOR SCALE: N.T.S. S"3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SCALE: 3l4"=r-o• SCALE: N.T.S. S3 #DDITIONAL INFORMATION. ADDITIONAL INFORMATION. -a :7 tv ILO U -. c; 3 J - L r- > _ *•,��t�elii3�€fir,^Pr � io'••'•.,PLrO�•,• r/�/a•�0�� S S 1 ON %aaaaatrn�ut 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. g� 8 M N J N LL Cr? O' J 0 °D N ik u d di rn 04 LL W _ y c�'n � a Y LL LL I /� V 0 __ rp� � o 0 ipNm 0 O'� W , — m W Go z; 0 K Z N M Z x L O IL= do c�_j y W 0 " M N z M z cl- N L40 -8 lL f� C, C, WV 0 W s -N N � U) -o cli w z M J LL ii � z 7d E O sg z0 NWo E p ° � �Z == M N C � Y �8 'o Zz z J d > fZ d 3 �LL z °i c �w W rJ � LL O z c > �� O J� aWj 2O � > Ln M 0 co r oo-%. Cr r r ^ U (D 1�1�/ CO N O N Ln t� Q N T ui E N c Z E �" c ii v _ ¢ o 3 JOB NO: 22-02364 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 SEE TYPICAL WALL SECTION TOP PLATE SEE VENT OR 2ND FLOOR PRE-ENGINEERED WOOD PLAN 12 TRUSSES @ 24" 0/C 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE (2) 2x HEADER TO SIT DOUBLE 2"x4" S.P.F. TOP PLATE 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 3/4" FURRING STRIPS SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 7/8" STUCCO FINISH PER ASTM CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS C.9 APPLY LAYERSW/ TOTAL 2x DEAD WOOD @ MID FOR CLEAN -OUT @ 8" O.C. OR 4d ❑ METAL LATH. K FIRST 8OV ERSS POINT w/ (3)12d DRYWALL NAILS SOLID AREAS ARE SOLID AREAS ARE 3/8" THICK EACH. 3RD LAYER MIN. EXTENSION FROM TONEAILS SPACED EXTERIOR FACE OF BLOCK STEEL AND GROUT ❑ STEEL AND GROUT 1/8" THICK OVER WATER DOUBLE 2x TOP EVENLY PLATE WALL IS 1 1/2" MAXIMUM INTERIOR ❑ FULL 8x8xl6 BLOCK RESISTIVE BARRIE HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL SIMPSON SP2 w/ (12)10d FACE OF BLOCK WALL IS 2 1/4" NAILS AT EACH STUD 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 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE DOOR OPENING DOOR OPENING wl Fiiifl DOOR OPENING -C 1/2" EXTERIOR GRADE SHEATHING CRICKET AS TO DRAIN FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C EXTERIOR 11 BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) WALL CLEAN -OUT A WALL ❑ ❑ O/C FIELD SCALE: N.T.S. S4 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP 1ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8)10dx1 1/2" REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WE11-11 SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT MANUFACTURER. IN KO BLOCK AT EA. STUD MAIN SPAN F TRUSS TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT rD MOISTURE BARRIER UPLIFT CONNECTOR S4 SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT KNOCK -OUT — NOTCH LINTEL WHERE REQUIRED BLOCK W! (1) #5 FOR CONCRETE PLACEMENT J ��I�!i�llliil�l�l�ll� !��i�■ WE ... •- • —'imp u!I- 0 1111 IIrl I■■ ■■!II' Ili■■ Milli IIlI� ■■-- --- NOTES: 1Q FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION --- PORT "- @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED BLOCKING (TYP.) PROPERLY. \—ROOF TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO V-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON MOISTURE BARRIER FLOOR PLAN. SCALE: N.T.S. —SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 112"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION 2x6 MOUNTING BASE J w O FORM CREATES CONCRETE RECESS TO 2x4 (NO M.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. a , d POURED CONCRETE BASE FOR OTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 71" 58" 41" 34" 10° 6 3/4" 31 /2" �N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK 4 VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5/8 DIA. x J-B LT AT6-3/4", - / , 7 , A - / ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON DOORSTOP PSPN516Z w/ (12)16d NAILS MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF DOOR 48°SPLICE STAGGERED • 4! J-BOLT TRACK BRACKET a+v v.v. W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS ISTUDS SIZE EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE "" HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. OO SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 114-10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ (4) 16d TOENAILS TO 70P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. F= 2240 LBS �7 SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 gP2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION P.T. PLATE SP4 0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL SIMPSON SP4 —� 0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SP2 -, NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON /- SIMPSON SP4 / SP4 INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSC SP4 SP4 TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS IBLOCKING @ EACH END w 2x TOP PLATE T G 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 REINF. INFO. PLATE TO CONCRETE TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL ,J SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) 0.0. • HTT4 w/ (18)10d NAILS (3610# SPF) ° o ° • HTT5 w/ (26)10d NAILS (4670# SPF) • DTT2Z w/ (8)1/4" x 1 1/2" SDS (2145# SPF) 0000 • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (3075# SPF) ° ° • HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS (4565# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (5645# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (6970# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (9335# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT p • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER HTT / HDU TENSION TIE N SCALE: NTS & NUT SIMPSON SP4 2X TOP PLATE OVERLAPPING �-10d NAILS @ 6" STAGGERED in J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE ROOF TRUSS ABOVE /- 2X BLOCKING I I C 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) -(2)16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL SIMPSON C SP4 10d NAILS @ 4" A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o11 N BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD $4 J(D • 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 2X8 P.T. BOTTOM PLATE 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 SCALE: N.T.S. Lo a <0000 j _ ! _: ,� Etf rr�f�evi. •G<_vr_1 IWO- v : Fj••• v Q2 cc w /�/ffftttl!'i11��� 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. CS W E 8 co y�" Lo �' LL 00 0 �rNio 0' LLaY 6 mLLLL aN yg 19 :5@cpNU W��pO 0 Oan 00 z ZNcOf ¢ ZO 6�v�a0�i W ❑ ❑ ❑ 0 R Z N z Zo v J — N ��_ Cz 3 � WU 0 w s -V) c y N .n w � asME E L o •.,. = o �w M cozos N<2 z a g U_ E ZO �a >H im =® Q . O E U t— f0 wLL - %V Oi UO U z N .a wo ao Qa �< WZ �� �d m r C C OY U y0 mf o UK Z >Z z —j a z to 8G U W ci_ U 3 y u �� �� a N W xK �- � O z a �~ yo Q ZIa x U .2 CD _ L0 OCF) c� co =s T �-. T V T a. r/� U NJ m Lr (0 }+ I � O � . CV C) -Q O Ln T Q N T E r N Z Z E T c a U _j Q p JOB NO: 22-02364 SCALE : AS NOTED SHEET NO. S4 ' ���*}�IIPI�Rl1'llr+II 1+111"I 11j' I II 1 111111111R1 1W�IIIW1°, 1 I II I 1>l�R111R11 SIMPSON HGAMV W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (i 1/4 X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS--\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS ��. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST BAYS) IF >91' SEE 10/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°t / 45" t SEE STRUCTURAL NOTES AND NAILING 2x4 RO. 2 x4 CRO BRACE SCHEDULE FOR 8"FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8 " 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 w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT W/ (3)1 Od & FROM LEDGER TO SILL 1/2"CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 10d 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 3" CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THRO THROUGG H CHH ORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN, FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS IF >9" SEE 1 O/S5 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING j DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT w/ (3)1Od & (2)1Od EACH JOINT w/ (3) TOE NAILS @ EA. END 10d & (2)10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/1611 @ 48" 0/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ T O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED • (2)16d NAILS W/ (2)16d TOENAILS 2x4'7" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" " SPACED WEEP SCREED 1/2 " THE FIRST (4) ROWS OF TRUSSES @ 4O/C 2x4'T' ON TOP OF PANEL x 8 J BOLT @ 48 O C (2)16d NAILS @ 48" O.C. I I INSTALLED PER MANUF. I I WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"A 1/2" SDS SCREWS TO J MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4)1/4"X21/4" TITEN @ 4'-0' O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4)1/4"x21/4° SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR M X-BRACING, AND TOP " SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `� `� SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ (2)16d NAILS WOOD TRUSSES `O go ;0 2"x4"CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING 1 1 2" RIDGE FASTENED AT AT 24" O.C. ON TOP OF to EACH JOINT w/ (3) BOUT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS ATTACHED W/ 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT �� " (2) 2 x 4 LAMINATIONS Wl (1) ROW " �� (3) 2 x 4 LAMINATIONS W/ (1) ROW �� �� (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS HE @ 48" 0/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS 0/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. 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 NON -LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEETYP.WALLSECTIONFOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. SCJ/ 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT ,,,,1.111..,.,,,., .., . , .,....,........, ..,..... 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 VVI\ 1 LJ LlII \II\V 12" ISH SCHEDULE TTACHMENT 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 ri 0 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-ENGINEERE WOOD TRUSSES MINIMUM (2)16d PER JOINT 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/ 1 Od NAILS @ T 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/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -' SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL SIMPSON SP2 w/ (12)1 Od 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) 16d PER FASTENED WITH (3) IDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S5 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. SIMPSON HGAM10KTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 2x4'7" ON TOP OF PANEL) L L ` BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 1Odx3" @ 4" O/C (2)12d TOENAILS SECTION 9 SCALE: N.T.S. S`CJ OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z w BRACING w/ (3)1 Od x 3" AT • EACH CONN. @ 24" 0/C MOISTURE BARRIER BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION UNEVEN CLG. � ) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4)1/4"XY SDS SCREWS TO PLATES (TYP.) `—CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=l'-V MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 W/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. CORNER JACK C7 a Y U w z iY O HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. t0qml MM m NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED 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 AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION N mt0 s N _ :y Lo z I.n ` ! i C1 r- ri _. > _ >, -. 7 � - t frrfrr�� `010 et ? ' �v �C,� �•••�'• o UO'S O� $ aAK� �O . • •'•. � �. Off`' • 4i`� "�.� ti , /��lllf7ilE" Wo\ 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 Me structural engineering portions of the drawing pages bearing Engineers signature and seal. W E 3n m r' '4 N Col N rT R LL O c: iJk Q a00 # LL W NPZ fA N04v� u. a �[ Q �LLii aw AMA_ 00 �•Cm IxIR W o ��pj°' W daa GO 7- L" C'4 L M Z O N Q U h OU W ❑0❑ V M � Z N M Z s v a M z U Q) ,VV W Ua pio O W 8 N c �N IJ .21 t s U 0 CO m w Y N 0 • �0 C _ w z o zo - �i a a o �i ==_a oa 0 °< Uo g z11 N� ry L °dg ¢ w? W ,CLLr% r6 N C - C p i .y U ° 0 oLL Z z 0) J " a; <b Q w �z rn ; ° Nz WgX U� NLL NJ to 18aT°U3 O C O i Y ' 0 rn m m c� N d, /ID a m M .0 N N L0 r Q N T ui CCV ' N N c Z z c E T JOB NO: 22-02364 SCALE : AS NOTED SHEET NO. S5 x w I 0 z cc is 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 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)10d @ 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 AREAS 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM \ER\ 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 FOR UNDERLAYMENTJAV STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED r SOLID W/GROUT J INS ONEim- .. Ih. 0II I 1� 11 II Il�ll III .. � : • ' 1�=�1�1--!ILII ,ILL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) 4"x4" INSPECTION PORT AT EACH FILL CELL TYPICAL AT GARAGE CONTRACTOR TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE GRADE o0 '\—STD.90'HOOK (3) # 5 REBAR ON 3" CHAIR r (SEE DETAIL) W/3" MIN. CLEARANCE 4" 11-8" TYP 2-STORY WALL SECTION REV.03.16.21 SCALE: 3/4"=1'-01, S6 SIMPSON LSTA24 STRAP W(8) 10dx 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL----, *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8)10d 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. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS END SHEATHING TO IF BEAM OR GIRDER TE W/ O.C. OR TRUSS/JOIST 2x STUDS @ 1` ^ ^ 2"x BOT. PLATE (2)10d @ 6" 0.( 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 WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK 15/32" OSB �I EXPOSURE 1 x II SHEATHING —x — PROVIDE II II BLOCKING AS REQUIRED PER D w O SECTION X-X IF II II = J NOT FULL 0 HEIGHT SHEET C II -' Z II II G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I TF T _ II EXPOSUREI EXP F SHEATHING Lu II II = SOLID 2x A111 BLOCKING ALL SHEATHING 0 EDGES(SEE II OPENING SECTION X- III C III x II it �W II IF x E W _ 2x STUDS III IFI III II II II BEYOND. y SEE PLAN o III I 11 II IN II II I S -ill -1 _II 2x4 P.T. BASE 2x RIBBON OR VERTICAL A PLATE BEYOND HORIZONTAL BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IA/AI I r-I f %1ATI/1A1 r%lAr%r%A\A A FLOOR CONNECTION rB S6 " 3/8" @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 SPACING FOR ADDITIONAL INFORMATION. I S 341n S 1/2 S 112" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING 2"x BOT. PLATE W/ (2)10d @ 6" U.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 E S6 2ND FLOOR FRAMING - SEE SECTION J/S6 ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" I I SIMPSON HETA20 w/ (8)10dxl 1/2" O/C FOR THE 1 ST 2'-0" OF I I 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 202 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. R S6 TR RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/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 10'-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 a` is ' T ;+A • (3) #5 CONT. ON 3" l 8" l V-8„ l 8" I 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. AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2)12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL wl (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" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) AFNi,,R��R 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 V SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THANYs". Z _ OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL _ © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 OD NAIL INTERIOR AT 6" O.C. wl 8d COMMON NAIL. T ) O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/ 8d COMMON NAIL J w O = O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER 0 8 w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. co 0) 2 F m LL Z LL OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w 0 0 MEMBER IF GABLE END _U LL NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 • 8d NAILS FOR WALL SHEATHING MUST BE MIN. 1 31 X 21/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 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 S4 • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 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 SEE PLAN FOR REQUIRED -- CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONTAa*---\ @ INTERVALS NOT EXCEEDING 10'4" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH II( -III- I I -I I , .• \ a e Ili-III=III II .: -I 1 M I ---I I I -111 � III *1h I-1 I I=► (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1' 4' 1 2) 1 2 (1) LSTA30 4'-9' (2) 3 (2) (2) (1) LSTA30 9'-16' (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)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE 1= °Q @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. V S6 "0 4) C) cv Q � 3 C i J1 4 7 .7 a Ll �•-i +rUA 0z W A U 04Q.; �+ F � q • L, .� •2• .••o p� w s �,� ••......•••' g,,•, �,�l�yl� fi� S s 10 N r >>ti�,�, To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W U7 E 0 co$ g Lo N O C LL 0 a° 7! LL w W torr;P -) w a' �cNa ov LLC6 �LLuuj 13 o Z fOCv �o 0 �mNco W0LH 6 d a LW_ N M Z < to 0 �i O U 0 vvi Z O00 W z C4„ J — N N z v U o rr, M p �0 w 8 N rz m V) co ~- U LLl f— J E L 8 4 = U z. " Sco — SO o M W E �� Q Q O u f— (6 o� H 88 � • - SO "o EE�o N .8 <o ° a Irk 1- ra NC 8Zu mz o Z 8 o � W IL 3 aU W aLL F ' C) � 2a _ a ;3 O � L Ltd rn m m Cr U) m O � CV C) O LO r Q N T ai E -9� N y 04 0 Z z E �— •, JOB NO: 22-02364 SCALE : AS NOTED SHEET NO. S6 (MONO) ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 13/4xll VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED P NAILED TO LANDING BLOCKING D 2x4 PT NOT C INTO STRINGER H D --2x8 BLOCKING FOR STRAP L1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE. " = 1'-0" E: 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 / 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER \ / 2x12 TREAD GLUED AND NAILED I 2x� I D FTS P 11 fill] 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT / / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE:" JOIST 17INION7 SYP 2x8 SYP STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR / LSC EACH / STRINGER �A ALIGN THIS STUD WITH FACE OF 2ND RISER / 2x SYP CUT TO FIT BEARS IN WALL I _--2x12 SYP BEARS IN WALL ` '-2x6 SYP / 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / AT STRINGER CONTACT POINTS (14) 10d x 1 112" NAILS 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL GLUED TO 2x8 F SECTION VIEW "A 11 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 3/4" RISER CUT TO FIT 77 STRINGER MAINTAIN BETWEEN" AND 4" GAP TOP AND BOTTOM, GLUED AND / , NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR ,,—lx4 GLUED AND NAILED TO STRINGER STRAP GLUED TO \ 2x4 DRAFT RISER AND TREAD / /Z-/Z/ STOP / �NO NOT STRINGERS 2x8 SYP DRYWALL STOP MUST / I ---+--2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C I I ROVIDE MOISTURE ' \ PROTECTION L?AACH ALL COMPONENTS TAIR TO CONC. W/i" X / TAPCONS@ MAX. 32" O.C. �—ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/J" X \ NAILED TO STRINGER 2" TAPCONS @ MAX. 32" O.C. \ / / SECTION VIEW "B" SCALE: 1" = V-0" SCALE: 1" = V-0" 2x8 STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER SYP FULL CONTACT WITH LANDING i — ­_ ___ GA TOP OF ' STRINGER 1x4 GLUED AND NAILED TO STRINGER / 2x4 DRAFT STOP [ / 2x8 SYP DRYWALL STOP MUST NOT TOUCH ' — 2x SYP CUT TO FIT I 'STRINGERS G BEARS IN WALL I 2x12 SYP BEAR \ 2x4 BLOCKING FOR 2x12 OR LSC A35 \ IN WALL 2x4 PT UNDER 2x12 OR LSC EACH/ SIMPSON' A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN \ WALL 2x6 SYP / \ 2x4 SYP BLOCKING FOR STRAP 2x4 PT NOTCHED INTO STRINGER (SIMPSON14)10d MTS12 wJ (14) 10d x 1 1/2" NAILS) / AND NAILED TO FLOOR WITH GLUE i / AT STRINGER CONTACT POINTS SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = V-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" RINGER 2x4 GLUED AND NAILED SECTION D-D -3/4 PLYWOOD ON DECK —2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE -AT - STRINGER CONTACT POINTS SCALE: 1" = 1'-0" 't2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS L4/GLUED AND NAILED TO STRINGER .t'OR DRYWALL SPACING SECTION VIEW "E" E SECTION VIEW SCALE:" = 1'-0" SCALE: 1" = 1'-0" 3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMING 2x4 DRAFT STOP 2x4 BLOCKI C NOTE: 2x8 \ DRYWALL STOP NOT SHOWN / SECTION VIEW licit SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTTOM GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACTOR \F,�V STRINGER < OPTION: 2X4 CUT ON (2) LAYER" EDGE GOLD BEVEL GLUED AND OSB OR PLYWOOD NAILED TO SUPPORT OR 1 t"X16" LVL W/ SIMPSON H3 ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "Gli. SCALE: 1" = 1'-0" F SECTION VIEW SCALE:" = 1'-0" PROVIDE SOLID BLOCKING BELOW ALL NEWEL POSTbid FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS. (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = V-0" JOINT -TO IISTS) NAILED AND )TOP PLATE VTO RIM BAND, ID NAILED TO WALL BELOW NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES JOINT -TO )ISTS) H / 2X STRIN4R 2X BLOCKING PSON MTSJ2 w/ ' 10d x 1 1/2" AILS \AD OR 2X BLOC�ING AD� RISK / VARIE ECTION VIEW "H" SCALE: 1" = 1'-0" N C O N f r = c, G, E, lis C� D .- - > __. W ?ovv i G< o •� cr Cj �•' F L .-` S S I O', To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the sWdural engineering portions of the drawing pages bearing Engineers signature and seal. W H a t' co o E oo o M v n ac N ;, Q LQ O N J J lL ) 0. r- Co 4k " d M M 0 N1 rj�na -, - rNi v a Y �wLL a uu z 3 t t m R 5 'tp N W d' O0 J W05 Z LL CP 6 c 2 oJa[= N � Z a' Cn O Z OU V M W W O0❑ �M� tCQ�O a N N M z a CS C9 0 4--+ ra cn W 8 U Q) —� O 8 N I ^ V , N r U ' = 10,� Ut � N Ol Q M rr w Z i 0 _j ctT E Zo W ° >� a0 a E OV w 10 _® ❑a z f..- r6 E N � u <<w_ �~ 40 n o °Z a w� c'n No'W z� z �� J N aa0 w � � z 0 d g� U a nw W � o �LL z� ~ =3 �o o W. ., a= UU 3 0 O LO OtM N cc co fir.. VJ m ~ o r N O 04 N LO r Q N r ai M N y N c :EZ T m c a U _j Q o JOB NO : 22-02364 SCALE : AS NOTED SHEET NO. ST 2X8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BILK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. ix4 P.T. 1x4 j-` 1 X4 FURRING 3-1/4" LONG X 3/16" 0 FURRING 3/16" 0 X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4"LL11X8 X8 BLOCK@ SPACING „ 1 DETAIL 1x8 O.C. 2-ROWS INTO P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1 _ 1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS " 3 DETAIL 1x4 P.T. & ix8 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 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 1/4" DETAIL STAGGERED @ 12" O.C. -i_1 /d" n;=TAII X BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 1/4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 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 2x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS T-0" SECTION A -A 8" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. - /4" MAX EMBEDMENT INTO K.) 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK B-B 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" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REBj (TYPE) STD. 90' HOOK (l I/, E111 7/ +5A NOTCH WEB AT FIRST 2 COURSI "" '.� 3APACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7)1/4"X2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%." WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. V' ' ' ' ` M1 A 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL " ' REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. 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 MAYBE 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. 000, 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 L SCALE: 3/4" = V-0" 1-1 SS #5 CONT. TOP & MID " MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 6-0" • Dxr• n .p• GRADE ° C •o - e CV p CO = Z T 0, e \ • ° (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY .0 JIn SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION ♦♦♦ DO NOT DO THIS ♦♦♦ ♦♦♦ #5 REBAR (TYP,) ♦♦♦ tR ♦♦♦♦1 ♦ ♦♦♦ D. 90° HOOK (TYP.) YP.) ♦♦♦ ♦♦1 F-1 ♦♦♦♦♦ +2„ NOTCHB♦:FIRST COURSE 1r L 1�41 fHE 1♦♦♦♦ ♦♦♦♦♦ S 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED --2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL -SIMPSON HGAMIOKTA @ 12" O.C. w/ (4)1/4xl 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"X2 3/4" TITEN INTO K.O. BLOCK 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 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE -1--- j ALUM FASCIA PER PLAN I I 1-3/4" TRIM PAINTED I I SS NAIL w/ 5/16" HEAD F CHANNEL, FASTENED PER I DIA. @ 24" O.C. NOTE 2 BELOW ��� CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 'I. 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"xl/4" CROWN STAPLES @ 24" MAX. O.C. 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.* 2X 0 TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. PRECAST LINTEL 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 4 * DOUBLE 2X4 SCAB FOR Z-6" TO 4'-0" O.H. 4FNOTh (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD + PLYWOOD SHEATHING + + BLOCKING AS 011 + REQUIRED TO + + + SUPPORT SOFFIT ENTER SEE ELEVATION ' FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSIONrM SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3, - r z O a 2 tL O w U FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. a OVERRAN a' A. RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 1'-0" 6-0" NISH • ! #5 BAR x p • .• CENTERED W/ g ►.:'• •. •► IN TOP o • • • KNOCKOUT / • CHAIR BLOCK MONO FOOTING .• ,• SIZE AND REINF. PER PLAN •. AND SECTION DETAILS LEAN FILL .► • • C L DIRT 4 z •, • STANDARD o #5 BAR IN ° 90 HOOK C"4 FILLED CELL �� �, . . • ,T; , Ls Nk STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY I I EXISTING FOOTING RETROFIT FILLED CELL DETAIL �411 SAW CUT rA SECTION 1 SCALE: N.T.S. SCALE: N.T.S. D 'J , rc _ L-�-W �- . • ��/ -,`.ma's°� r J ` J u, r '•' F L. O SSio�'�' }5 N, To the best of the Engineer's knowledge, information and bellef, the structural plans and spedfications 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. 0 H LO co o E Q pp p N N^ J V C y o re >�°Q t7l # LL W 0 a M y a Y � � y -9 LL O _ W p Z zz� L�� 0�w W 9Nco d' O r o��'- °° m d Z LL No �a0 N co Z N O Z 0 U U _j co W ODD O Z N z z o a v J a N to z c� o u- � (O N LLr � A U OLLrs N �N c y co U I Lr J ... _ E V = t '; c `S S co = r. Q N s� W M M w ¢ o Z � oLL U wi � =® oa t O 5z a< w 0 � o W �< Z O E N p ao d Z �"i .�. L ro -aCi ao `m'<w mf F p zz zN= J a 0 z a) d 3 ;� 8 z r_q w W U 3 <0 ff r�r O N z wa S 7 >_ a E I > Lo 0 rn m C9 L_ � �T.1. �� Q T U)0 m � 4-J 0 � CO N - N r Q CV) r E M Z Z v E T '6 o c m a o U ,° Q rj JOB NO : 22-02364 SCALE : AS NOTED SHEET NO. SS , CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER PUSSES 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. WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION SEE PLAN EXTEND - -_— -af--= -= SLAB 1 1/2" <a (2) #5's CONT. T&B w/ _TE17t #3 STIRRUPS AT 4'-0"WHEN DE T P H PORCH SLAB SEE „ FOUNDATION PLAN EXCEEDS 30 - GRADE 04 1 I A 1, ENTRY PORCH SILL 2L 14 SCALE: N.T.S. TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS WOOD OR MASONRY ABOVE CONY. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. I I MASONRY PIER SEE FLOOR PLAN 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED EACH DIRECTION TYP. U.N.O. VERTICAL SCAB 2 x 6 FOR COLUMN INFO WOOD OR MASONRY (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4)12d WHEN #2 SPF 48" O.C. W/ (4) INTEGRATE MASONRY ABOVE MASONRY BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST IT LANDS NEXT TO PRE-ENG. TRUSS 2x8 BLOCKING NAILED @ 10d TOP & BOTTOM ( ( KNEEWALL INTO CMU BASE OR PIER SEE FLOOR PLAN FOR COLUMN COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) OR SIMPSON H2.5A w/ MAIN HOUSE PER ELEVATION IF INFO OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD HTS20 w/ (24) 10d x (10) 8d NAILS _ REQUIRED SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & 1 1/2" N I 1 1/2" NAILS EACH ' MASONRY KNEE WALL MAX 3 - SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED w/ (1) #5 CONT. FILLED CELL VERTICAL EACH ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER COLLAR TIE 1 1 REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. EVERY 3rd z p 3 SOLID. SEE ELEV. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS RAFTER Q gkMAX COURSE FOR BASE SIZE LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING _ _ _ _ _ _ _ _ _ SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" 2x4 SPF 2 (2) #7X 3-1/2" W 1 j T 1 r — ' — (3) #5's EA. WAY 1 1 O.C. MAXIMUM. WOOD SCREW EACH w 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER &SHALL BE ATTACHED w! 3 ) 12d ( TRUSS OR SIMPSON w NAILS AT EACH TRUSS INTERSECTION. CB H2.5A w/ (10) 8d NAILS ----- '�- �= 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS AT 48" O.C. DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB - - a14 ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg B 1 =1 8 :: a 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS PORCH SLAB SEE DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS (OPTIONAL) SLAB LEVEL FOUNDATION PLAN ° 2X4 BLOCKING 2X4 DIAGONAL AT 8 -0 O.C. " BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP a SEE CUT 2 #5's CONT. T&B� w/ () _ - _ I ° <� a ` - I � z MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. CONTRACTOR TO INSTALL SECTIN R #3 STIRRUPS AT 4 -0 DIRECTION TYP. A MIN 3" x 3" WEEP HOLE MOREONFO WHEN DEPTH :�iALONG w/ PITCHING SLAB EXCEEDS 30" 1 14„ DIAGONAL 2x8 #2 SPF RIDGE BEAM TO DRAIN WATER AT MAX 0 T/RUS3 •jC 2x6 RAFTERS FOR SPANS 4FTT0 8FT KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'4"O.C. MAX. w/ (3) 10d /Or COMMON TOENAILS TO BEAM ENTRY PORCH SILLrj_6_� 2X4 CONT. ATWBEARINGSUPPORT CONC. MASONRY SCALE: N.T.S. T & B CHORDSTEEL OR WOOD 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" A -A ALTERNATE BLOCKING SIMPSONLSTA18 w/ (12) 10d NAILS CENTERED AT _ _ _ _ _ _ _ _ _ _ --------- SIMPSON HUC410 w/ (14) — I I SEE PLAN FOR CANT. SPLIT 16d INTO HEADER & (6) I DETAIL INTERIOR BEARING @ BEAMS TOGETHER TOGETHER I SEE ROOF O PLAN I ROOF PLAN FOR MORE I I I 3 I INFO WOOD TRUSS SCALE: N.T.S. I I I �—SEE FLOOR PLAN FOR I I I A I I COLUMN SIZE & BASE I I I I 7/16" OSB FLITCH PLATE PROVIDE BLOCKING AT ALL TRUSS BEARING SEE FLOOR PLAN CONNECTION INFO I I REQ'D ONLY WHEN TYP. WOOD TRUSS BLOCKING DETAIL SUPPORT WHERE TRUSS DEPTH EXCEEDS FOR COLUMN SIZE L--- — _ —J L-- I I J INDICATED ON BM. SCALE: N.T.S. STANDARD HEEL HEIGHT &ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN OR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION B CONNECTION INFO OPTION A INDICATED ON OPTION C SC EDULE/PLANM TIT/ ---EXTERIOR SHEATHING COMMON BM. TO POST ATTACHMENT A PORCH SLAB SEE EXTEND FOUNDATION PLAN SLAB 1 1/2" —a *----- *° (2) #5's CONT. T&B w/ 7 411 ° a #3 STIRRUPS AT 4'-0" -- WHEN DEPTH EXCEEDS 30" - GRADE - - z - N it � n I 1 -4 PORCH SILL 15 SCALE: N.T.S. SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED 27 �W/ (1) #5 EACH STEP <H - - 4 Z U) N LAB SEE PORCH S — a FOUNDATION PLAN — w w z (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" LOWER OR Ilk GARAGE SLAB 1-4„ SEE PLAN AL LARGE STEP DOWN ,7 SCALE: N.T.S. 2x4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. 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 22 SCALE: N.T.S. 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 F__1 A SEE PLAN FOR TOE OF BIEAM IV I I I I SEE PLAN FOR CANT. IF INDICATED I CORNER G SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. iv SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. MIDDLE BM. SPLICE OVER CENTER OF POST WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE ogb VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: 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 t 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 %s' 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 v - •. n d z GARAGE OR LOWER SLAB SEE PLAN - SECTION SCALE: N.T.S. COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. "PBEE PLAN — MIN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS — 2x4 #2 SPF STUDS @ 12" O.C. W/ LISP 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 I G " d MAIN HOUSE SLAB (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GARAGE MONO/ 21 N L p 7 7 N Y v Q „ ji ze V; C. Uj IIIIs��� ,,����\i111Ui1iJJt •� ^= Q ' •N 5� �? FLOW �1NN �I�ESSION ///itJili0}}1} To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q Q O N NC J LL LLJ U) C" � a Y y he LL J LL ° S z 0 two O0 � N <O d' O J W ��cp ¢ a a Z Z N O N �,Nj 0 U z x¢ _j Go p W 000 0 R� Z M gN Z v Q— ;7 U) r ^ v - N M w �V O r.,., S Ln �N C y U CD �0 see o co M w z 7d o � ao �o goC, o�z® >o a vo ~ ��• _ oa Wo H o Z C:, C\t ITT a� Qoz w o &¢ M Wz ¢ a,$ Cl)C OY mo ZzC Z J ab �z 2 d $ z z a Wa wLL wW w � �0 0 a= 2O = > L6 qt ai m ` L CU lit T r �. ^ m O � Cfl � N O o Lid T Q N T ui E lit 04 y N c z z E o a v � ¢ o JOB NO: 22-02364 SCALE : AS NOTED SHEET NO. D1 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 OR (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EX GYP. BOARD EXTERIOR STRUCTURAL NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") ol ON FLOOR SYSTEM TO MASONRY WALL VERIFY W/ PLAN BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). 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 JAMB STUD REQ'D TYPE C r SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. (2) 2x HEADER SEE PLAN H 2x4#2SPF STUDS AT 16" O.C. U.N.O. /nF I I I r-TYP 6" G I1 2 x 4 #2 SPF STUDS AT 16" O.C. U.N.O. U (2) 2x HEADER SEE PLAN SEE FOUND. PLAN FOR FTG. REQ. AO SIMPSON SP2 w/ (12) 10d NAILS OB SIMPSON LSTA24 w/(18) 10d NAILS x 4 SPF O SIMPSON CS16 w/ MIN. 12" END TOP PLATES LENGTH ON STUDS W/ (11)10d NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. OSIMPSON SP1 w/ (10) 10d NAILS OE 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. BASE PLATE PRE-ENGINEERED OF SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 EWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS OINTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE BASE PLATE W/ SIMPSON LS30 w/ (6) 10d' x 1 1/2" EACH SIDE STUDS UNDER 2nd FLOOR HEADER ARE 8 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 rATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS ONLY. rj 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) 10d 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 44 (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS END OF SILL (MAX. OPENING -. (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) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d 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) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK j FLOOR DECK W/ 10d NAILS @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. aC� 2nd FLOOR W/ HIGH BM r9-,NN\ SCALE: N.T.S. (2)-12d TOENAILS 2x4 TO TRUSS TOP GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL BELOW AND ALT. BLOCKING INFO A 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT SURFACE I 2x4 #2 BLOCKING Ap NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR WOIST 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 8/13-2 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 (1) SIMPSON LSTA30 w/ (22) 10 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 ATE 2) 12dTOENAILS. 2x SILLMIN (EXTERIOR (3) 2x #2 SPF STUDS @ HLEADERS 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. 10d 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) 10d 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/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7) 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 10d NAILS BENT OVER TOP 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. 10d NAILS & (4) 1 /4"x2 1/4" TAPCONS 1 ' FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] 10 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 SIDE 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 1 OR 2 PLY GIRDER TRUSS. SEE PLAN FOR CONNECTION. SEE PLAN FOR CONN. L 2) - 2x SPF TOP PLATE GIRDER/COL. CONN. FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS 2nd FLOOR SCALE: N.T.S. PLAN FOR CONN. SEE PLAN FOR NAILING AREA (TYP.) COL. SIZE (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER i t., (BLOCK SOLID) SEE PLAN FOR COL. SIZE SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ MIN. 6" EMBEDMENT SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. aC� GIRDER SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2 WS10d@ 3 0/ N �rF4o2x� ro MBA - p 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. (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 (2) 2x HEADER SEE PLAN (2) 10d 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) 10d 10d 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) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d 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 3 HEADER CONN. 2nd FLOOR 4 SCALE: N.T.S. Zi1��>Q�L JDOUBLE 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @3"O.C. 11 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTIOI 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 OUT; DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C. TYP T & B (2) 2 x #2 \I SYP U.N.O. 1 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. 1 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 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) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) 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) 10d 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. o (. L N I — � c, r 3 J) >�yLU— /1111111 \�`0 v 5 Ri = U : A0 OF • S� o •• -� ••• F L O ..� `� � To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W 0 v E u 0 e�p N N 01 # u- �_ � �. 'o�xt w rnNO LLas- Q - Y fn ,yLL a�0 Z 0 J 0 z 0 P La8 W ,p C4 m O J W ��pj°' c¢¢ a Z Co M Z W n Q pU Naa❑ Z Wv�(0 C7 z N f7 z z a Q) N - N z (v LL -r— C OLLr 8 N U � t— E 6 • U CD o Q y N Ol 0! MCID M zoo w Z s J E E ZO YN z® E: V (Do �� wa z O N (O U ao_ c ov a w � i ao mi :3 N C z O Zz Z a)aw N J �b �m Ow o ZZ go a W U Sao gLL o &0 I CID Iw i°d o 03 o O 12 Lo CC Om co T m \�SJ O � M N O N L.0 T Q N r m N y N o Z E T co 2 ui cc a ci 0 ¢ o JOB NO: 22-02364 SCALE: AS NOTED SHEET NO. D2 7�R IA II�■�milli T1 t J T rfT " "lam -o x W Ire r7 10 i O-' 0 (n B J 0 >U .S rn N E t� E c L� 0 CS 0 U i i i� 8 I Y 0 ME 0 m LZ 0 N 0 a N N N r3 Q m rR 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 BUCKTO OUTSIDE EDGE OF `' ' MASONRY WINDOW BUCK 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK . AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE - BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure) resistive barrier above header to allow Tor flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING 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 as Rinstructions in each detail that corresponds to the numbered items in the list below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary NAILING FLANGE WEATHER ✓E BARRIER & IARILY 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 JOISTS UNDER DECKING (SEE DETAIL WP07) ED FLASHING 8 2 SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"A" 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 v \ p 1 0 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) ' SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK AHERED E SINGLEAM JOIST JOIST SELF -ADHERED FLASHING FLASHING O 2 SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 10 DUROCK- N 1'-0" PER PLAN \� M 111111111111iiiiRm I . MM M ZE �M � ME ME _ _= L SHOWER SEAT SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER W m Q v DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4"-1" BEAD OF CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water NAIL BRAND OR EQUAL WEATHER EXTERIOR within the wall assembly b providing a water-resistant barrier behind the exterior cladding as required b Section R703.2 and a means of PROOF CAULKING CEMT. FIN. y y P g g q y SELF -ADHERED FLASHING BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other J\ SUBFLOOR approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No 15 as halt felt shall be a lied horizontal) P Pp y, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other - = approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt RIM JOIST felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The 2 O 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 SILU 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 ASPHALT ADHESIVE FLASHING JAMB&HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING, SEE FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes FLANGED WINDOW g g PP (SEE DETAIL WP01) used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, ` �� (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and PER TO EXTEND A MINIMUM 6' RELEASE ADH SVEASSHOWN)SE contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as BOTTOM OFVERTICALLY FROM flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are 1 6 not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 2 7 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. 1 INSIDE CORNER , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in putters. :LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 ---------------- a (L aa PLASTER STOP I--- W CONTINUOUS BACKER J () ROD & SEALANT LtJ W a � W �° A U) a FOUNDATION WEEP SCREED �- STRIP OF SAF DRAINAGE PLANE WRB iBOND BREAK WRB SF LATH I - WRAP DP WRB ONTO I THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER i3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - - - - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH iy I I 1I� ___4ACKER ROD FINISH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. CPO. \1 1 N l �O. Cement Plaster in accordance with ASTMC926 over wood 2nd floor 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 y (, ° L r r L J) L, t I- J • LU N N fV CV CV 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W �' cc E I- Q o ro r� va O J _(DW LL CAI in��Ewa 4 N o I+• a = MLLu_ a. 3 'g N tD O J Z La a LO mZ D 0 N U N 06 ❑ ❑ ❑ W U R z N Z� Q a � E3 z (DQ) - LL 4-J rp U n c W � 0- O c W g z � Q p sly O co cl) M i w Z LL g E g 05 4 E OV i 10 °wa 0 Z 9_6 o o2 �8 gZ a.% L < . % i • Id N C - C: gY U m O o 8l0i Z Z Q Z sZ § nZ NW W ci 3 �i; NLL �G CD1 � �I€ m v 0 g3 0 2 O N1..1.. �/ O c� 1,14" T i°n O M N O N LO �... Q N r ai m N ri N c Z Z E �"' E Tv m a U Q p JOB NO : 22-02364 SCALE : AS NOTED SHEET NO. WP1 Mounting Bradmils (10 Gauyel 4i-1/2'x 41 t2' x 2-1 Y 5Kk Cross Support (May be cut to MI? Sim ancilar Schedule Right Bracket (16 Gain) 117 Dia A32S (TY11 ) # 14 W-Dril ling $cretNS � a3�Ba A/C Unit Bottom Edge • Hurrlcane5W ! (Typical:3 in front) Washers T Front Cross Support Self-i,ocking Nuts (Nlay be cut to W) Left BradW (16 Gauge) p 14 Self-0riling Strem Thr l Brackets 6 Back Cross Support Into A/C Unit Bottom Side (Typical: 3 each We for hurricane use) 1N INI'09MA1104 SpaciBe savitamen inauvstfass ear frmerriel torsi facia aulaisame Air .Brett - oil ieo irtll=-dmk.etYrile yea -0- Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape t al lzna=l CAI 291 Irlllt CM PrJaAm am jggtversion ) calm anaMara Means Va^dawmy voldom iBllmlgist FACAmroaW ) amil! Aftnation -2020 green VNM Predws, Inc. Manuel G.Ns. Hdrmes F, Naas P.E. L«sa Bowden P.E. 12M61=0 12M02020 1212642320 Aq...d 0"GarY; Bmktursl Components (477)441-03H PE-73M (334)300-1800 "Ca ONW. Products Introduced as a Result or INIoasmadvsntcae N-TedmeWpy CarplWies " it I Evaluation Report tan a Florida Registered Architect as Uazmd Florida Profeeskne Ellgna« ;itat _ - a zmmldaugdg D,aialt.Aseuall� r Acomindfor Use Apprond In Hiss! outside for Use MvMz Mersa seam 21doo f� 1 BrmrtVare Modal e1510..,a D.at Fodlrn FleodeadV4r"I dent 12U12023 Yes Yes NM 1001-100 2 Bin erhil tl Mod. 01540.511 Dual riodar Flood end Verta.8m Vert imin 43 Yes Yee NIA •100f 160. 3 a1lsnYa".MOOel A154O820 Insisted Flood Vent 12A120b Ya Yes NA*100A109 1 9mrtYent Motle1e1540.821 nstMted Mood vent 12012023 Yes Yes WA ♦100A100 5 SrrnrinArd Medial a1540.524 ISL Lid; G-10 Oar Flood Vam 12012021 Yes Yes NIA WA 6 3nanV.nl ModN 91540870 Wood Wall IN Whites Flood Vent IZ-A20n Yes Yes NA •100u100 7 BmrlVant Motlel H54P574 14.Saqua: (eases Does Flood Vent 12012025 Yes Yes NM NM Florida Depenntent of Businase & Professional Regulation Binding Codes and Standards Product Approval Application DOWN Pape i al 144022071 Goat low or Wit! MA DMWPAUMd an loll XKMIM MiaLdldm Ia�o= ko%W ML yaudsm xgwd& aim LEG.AMUNK AeazY aim Rsdaton 2920 Drum Mehls. lac. Jowl Shumate 2edlaq R. Pilot Water Bowies P.E. asmar"m oOiWlm'N owo2020 t0n32020 ApprMad onem: Reolhg p002130.N511 PE-74021 (334)300.1e00 Oubcdlegorn Metal Rooting hNumam@tseamet.oan ComplianceMethod: LlueOan Repo" Ran a Florida RryJHbredArchatea or a Licensed Florida Prdhssiond Engirm r 9mft(AvastBge Ag Us* Augroyadferlse, mggrt Dedm Sea! rmductaa�lm ateeffitiMdOamn»eu. InNWR ttm"m6a R4Mueaf Premium 1 Drex.] Melee Rowho sietems DLiC 100NS, OSC 16086, OMC 17M OMC.2008, 12/312025 Yoe No NIA +06180 OMG N Florida Department of Business & Professional Regulation Page 2 d4 Building Codes and Standards 1125=2 Product Approval Application Datail am 9011M im.version Manuheturar Co g EnoA License Validated 9Y � nil Aeoaftrowd MOUS Re Ilion 2020 Therm r-TN Corporation :itWe Jaeperaon Lyndon F. SMmMt RE Ryan .L King, P.E. OU152021 12012020 04222021 08 086" Approved Category Exhriw Doors (800j 803-7628 P£J13100 (81� 767-em attDCabgOr• 8winginp Fleenor Door Asserrrbisc ajsspe.ori�6termatru.m Compliance Mse,Od: EnlwSon Reportfrom a m Florida Registered Architect or a Licensed Florida Professional Engineer _ OuWW Assurance AMMNbd ferUU A mwbd for Uab boAd DIANA Iioa B EawLulwa lNg )a.tlYbi 2WMftA Hi SSW= Eu1Blm 1 a. Th si•Tru Fi ember-Chaaio and Snodh-fir Nominal B&I iquol;impecdcluot Opaque 12f912Q22 No Yae Yas WA Composite Edge Fibergtvss Single Door (IngNng,Otdaydlg; X awouredm) 2 b. Therm CJpssle. and Smooth-Sbr a•Tru Fiber. Nanninot.6&"W'S dqugtt"paet6qupt Opaque 120172O22 No Yee Yee WA Composite Edge Fiberglass Single Door with adellte(s) nnawina ND dsving; XO, OXor OXO configurations) 3 c Therms-Tru Fiber -Classic and Srnooflh, a Nominal 8&A3D;8 Bquotimpaodaquot Opaque 12012= No Yee Yea WA Composite Edge Fiberglass Double Door Wth or tvdhout Sdeltea (lrrswiR910t1te1ring; XXa O)OQ) configurations) 4 d. Therma-Tru Fiber-Gaa slo and Snacei-dam Nomad fig ;0 &quotimiwa&quot; Opaque 1213112Q2i No Yee Yw WA Compotda Edge F'Mrplaq Srlgla Door (InsWrgW uMwtg, X owaflguraaonj 5 e. ThermaTru Fiber-ChsMO and S ncolh•Ster 121312022 No Yea Yea WA Siddie(s) (Immirg/Oubming; XO, OXor OXO comiguraaons) A f. ThermaTru Fib«-ChsYo and Smooth -Star No mh al 86a9P0 &quotlrrpactag ro5 Opaque 171312d22 No Yea Yee WA Compoeib Edge Fuss DOubh Deor W or Without Sidaltes tiaMnerOulavAng; XX or OXXO configurations) 7 g. Thera -TN Fiber -Classic and Srrcdh-Star Nominal 6883o;88quotli poo6quot Oland 1213ir-W No Ym Yee WA Composite Edge Fiberglass Single (1�8! configuration) a h. Therms-Tru FibwZUG io and Smooth -Star Nominal 88AMa.8quetinVaet&quet Glazed 12G12(722 No Yee Yes NIA Composite Edge Fiberglass Striate Door with Sdelge(s) nnslslnWOUteWna; XO, OXa OXO oonfigurnstionW 0 i. Therria-Tin Fiber -Classic and Smooth -Star Nominal BBN398 8pudtlrt><eaa&quat Gland 1201r2022 NO Yee Yes WA Campdaiq Edna Flowerless Double Door Wth or v16oaStakes araskrolOupwing;.XXa OXXO ODidlgiraeong) 10 J. Therms-Tru Fiber Classic and Smooth-Sbr Nominal 6111010SO Bquatlmp.0laquot Glazed 12l312022 No Yea Yee WA Compileib Edge Fiberglass Single Door (mmWrrOFOutewtg; x-oadlguratim) 11 k.Thorma-Tru Flber•Classic and Smootfn-Stec Nominal88A3D,p 8qu InpagfSquot Glazed 1213.1J2022 No Yee Yes WA CampoMta Edge Fiberglass Srrgte Door With Siddte(s) nnav ngr0utawilg; XO, Oxa OXO wrfturdone) 12 1, Therms -TN Fiber -Choate and SmOothSur Nominal 8&VWO 8quoUr pact&quot: Glued 12431r= No Yoe Yea MIA Compac"e Elbe Fibegtass Double Door with or wNhoutSidel"u nrmvringlOuteMng: XXa OXXO configurations) 13 in Therms-Tru Fiber-Clasak and Smoobi-Sitar Nominal S&M,8 &quaTlmpeotAquot Glared Molded 121312022 No Yea Yes WA Dpen Composhs F�ga Fib9rgiess SIN& Door nnsw utcwiq; XwMrgutabort) 14 n. ThertnsTru FMer.C6salc and Smooth -gar Nominal 6111AMS )lquMimpaclAquot tired Molded 12MI 2022 No Yes Yea WA Open CamPoslte Edge Flbaglsae Single Dos Wm Glazed Molded Open SldeMe(a) (InsWrg/0utawhy; )(0, OX or OXO madgunafioriq 15 o. Themm.Tru Fiber-Clesaro and Smooth -Sher Nominal 8&A3g;a &quot;ircpact&quot Glazed Mottled 121312022 No Yee Yin WA Open CompaMte Edge Flborglan Double Doofwith a wbout Ghzad Molded Open %Wiles (IniwingAult XXor001M cmbputatior* 16 IN. ThemrTru Fiber -Cheers and Smooth,81- Nominal 813411sea &quoti paet8quot Opaque 12131)= No Yes Yea WA Composite Edge Fberglaw Sngle Dow w"h Molded Open Sidalits(s) OnsMnglO g: XO, OX or OXO 17 q. Thermo -Tin FlbenGestc and Smooth -Sher Nomcon NaI o66A94) ,8 iquotlnipacEagwt Opaque 121312A72 No Yea Yes WA Composite Etbe Fr=lonu Double Oar Wth or without Glazed Molded Opan �d9titee (Ingwr4 luheweg; XX'a O)D(O mnaguraborls) Florida Depart nenl of Bushes & Profesuslonal Regulation Pq.1 orl Building Codes and Standards IMMI Product Approval Application Deal am am 202miam go lYa! vffww Abigglaut Validated Wi yyifated Isamu iOSrAmrP1M Approyel 1Laa ROMOM ZD20 PGTindustbs Jena R.-.* MMd-Osd•BCCO•CER MIrh0.l►SOCO-VAL 11/192020 1ori2020 1t242920 Apaoad Ca "ohn. &Mier Doors (941) 488-0100 (735) 3454M SulmCahgo7 gk1N9 R dwla Door A-.,ih . IresewahlQpglMiaMeac cwvu."M.rNod; GWOWdon idea a Luang om QUdWAS [ Answered toUse Appromidtgltit ta9ADt stun emA m i lalMilaamns inNVINZ 41Iillt,um fl.blad P I 90t7.8570(LegeMssnalmp•d) y,M January 27, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) As required by Florida Statute 553.842 and Florida Administrative Code 91372, please provide the information and approval nun bets on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description tion Approval Numbers Test Pressures Expis Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +fi7.0/ 67.0 psf 12/31/2022 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/3112022 ThermaTru Fiber -Classic and Smooth -Star QMPACT) FL20470 +80.0/ 80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.01-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.01-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/81200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 1213112023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOWERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 NIA (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 NIA 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 F L15349.1 +60.0/-60.0 psf 413/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/26/2026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.01-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328 N/A 6/2912023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 Ni 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 Ni 12/3112022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MITek Industries, Inc. Truss Plates FI2197.1 - FL2197.5 N/A 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FI-158.1 N/A 5/21/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels F L1774 NIA 5/25(2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the Inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation pwI d3 Building Codes and Standards 1282022 Product Approval Application Detalt gm Erdwair 21111111. 20 EhftPwdim 20 Mill Version Manufacturer contact EAaBleer & l3eettea Validated Mr Validated $lli8lJtlef POC Aperoyd ADWOVad Amu Ravhion 2020 Therms-Tru Corporation Shave Jasperson Lyndm F. Schm it, P.E. Ryan J. King, RE OV23Q= 07f12r2M 0712omo 101,1312020 Approved Catpofy. Eahanor Doors (WO) 843-78M PEAWR (813) 7e7-8551i SUI Catagory: SWriging Edanor Door Assembles- alaspersonother navu.m Compliance MaMo& Evaluation Report from a m Florida Registered Aichtad a a Licensed Florida Professional Engineer etltell i; , S«ya proOuet M{We1. Number or Norma Fsadoet DaOenotlan CdntraQ EfttNritlon Dale AOUMde Aar the ORiatee HVF¢ RasitdrR Resign �ag PIeH UAi 1 a.ThermrTru Fiber -Classic and Smooth -oar Nominal O&MSAquoglmpaaSquo(•Opaque imir2m Yes Yee Yee WA ConpGdtsEdge Fiberglass Single Door inewrglo.bsvring; X wnfigurstion) 11 2 b. Thxma-Tru Fber-Ciassie and SmoothSW Nomina18R1i9 -I, &qudLlmpaa6q Opaque 12/31/2022 Yes Yes Yes WA Composite Edge Fiberglass Sri& Dow wit S Miko j (los AngtoUdWno, XO, OXor CXO connguraeorre) 3 c. Theme-Tru FiberLlassic and Smodh,%r No..e16&ir 0 &luctlrnpad&quot Opaque 12131r2D92 Yes yes yes WA Conpoeite Edo. Fiberglass Double Daor With or Wmout S lung (lnmtng/Oaxwdng; XX or OXXO configurations) 4 d. Thamu•Tru Flbeir•Claalc and 51100th-Star Nominal 88,A39,D Squd;Imp rctaquot Opaque I WI r2022 yes Yea Yee WA CompoaiM F-dge Fiberglass mole Door onenirgJCM.Wrm; X configuration) 5 a. Thermo-Tru Fber-Chaai.and Smooth -afar Namina188eA9SO 8quoklmpadB,quot. Opaque I,Ml)2022 Yes. Yes. Yee WA Campaam£dge F8larglaet 5mgle tabu*0 Sidatte{sJ ansMdrglOubwinp; XO, OX or OXO configurations) 6 f. Themna•Tru Fiber -Classic and &roothSter Nominal 88z(98,0 8quotnnpad8q.A Opegw 12MI2072 Yes Yee Yes WA Compoehe Edge Fl ak9`: Double Dow Wth or Wtout Sidolites (NeNsinalOulrnWg; XK or O)KO con5oarations). 7 g. Therms-Tru Flbse-Clasalc and Smooth -Star Naming S&s3B;8&quotimpaa&quat Glazed 1231r.= Yes. Yes Yee WA Composite E48 Fiberglass Single Door answirglOu Blame; Xoa figurason) 8 h. Themm-Tru Fiber-Ckasicand Smooth -Star Nominal 6&8998 Squotimpaa8quot Glazed 12131r2022 Yea Yes Yes WA Composite Edge Fiberglass single Door Won Sideltaja) PmrNh gl0ubNMno; xD, OX or 0x0 configurations) 9 i. Thernma-Tru Fiber -Classic and Smooth-Sbr Nominal 88,#M88quotlmpaa&quo(Glazed 121312022 Yes Yes.. Yes WA Compaalbt Edge Fiberglass Double Doan With or Wtho1R SWftn (Inariing/OumVAng; XXor OXXO configurations) 10 I.Therms-Tru Fib«-CWac and SnvWh-tar Nominal8$MO 8puotImpactiquok. Glazed I2J3120Z? Yes Yes Yea WA Composite Edge Flargian single Door pnwdn410u1swing; X configuinai-1 11 kTherma-Tru FWr-Clasak and Srmoih.Shr Nominal S&S ;08quoClmpaa6quot Glared 12131f= Yes Yes Yea WA Composite Edge Flbeglap Single Door WM SdelININ OnsWnyOutswong: )0,, OX or OXO txnfigumetiohs) 12 I. Ther mTru Filer -Dibasic and Smooth-9bu Nominal 8&MO 8quotlmpacigquak Glazed 12131r= Yes Yes Yes WA Composite Edge FiWrglass 17ouble Door wAli or th wout Si mhm (IrnwMrgiOutewlnp; 7D( or WO(O configurations) 13 M. Therma-Tru Fiber-ChsBic and Srwoal-mar Nominal 8&IMS 8quot impad8,quo/; Opaque 12131 Bi22 Yes Yee Yes WA Edge Fltieglass Single Door wait SompoeFte Squothlorrimpea&qua;sMalte{aJ. (InwAnglOubwing; XO, OX or OXO confguntbns) 14 M. Thera-Tru Fiber -Classic and Smoo#MShr Nominel 88,em;.6 8quotlmpaet&quoS Opaque 12131f= Yes Yes Yee WA Composite Edge Mrr.1 ss Doubt Door svth uot; Sidelites(Inwi s selCulsn g; corlfi7usstio' 15 aThmmm-Tru Fiber -Classic and SnlootlHStev Nominal8&MO Squotlmpaa.&quot Opaque 12012022 Yes Yes Yes WA Composite Edge FNlarglass Single DoorwM Squat;NaFlnlpaa9quot; Sidell0a( Q"sA;nplOutswconfigurations) 16 p. Therma-Tru Fiber -Classic and SmoollhSbar Nominal 8&Aaigt0 8quch tmpad&quok-Opaque -121312022 Yes Yes Yes WA Comp" Eage Fiberglass Double Dow Wilt 8qudt;No I ped&qud; Sldslaes(maWngfOubWng; 0)0(0 configuration) 17 q. 7hema-Tru Fbar-Classic and SmooUr-Sbr Nominal6&NSSS gquakNon-Impsdaquot Opaque 120312022 Yes Ya No WA Composite Edge FH*fW a Single Oaor onsmirrox itawins; Xgonfiguratian) 18 r. Themes-Tru Fiber -Classic and Smooth -Star Nominal BSBLYB;B SquctNon-Impect8iguot Opaque. 12011= Yes Yea No WA Composite Edge Fiberglass Single Door witil Sdwte(s) onvmnwou*A"; XO, Ox or OXD corfigundons) 1g s.Therma-Tru Fier-Classio and SllooUHSW Nomina(8&A3o;8 SquctNon-ImpadSgtx:t Opaque 12131P2022 Yes Yes No WA Compoafe Edge Fl Nos Double Dow Wth or Without Sktelltes (harMnWhOubwAng; XX or OxxQ Conngaallons) t TnemrM•Tni Fiber-gassieand smooth -Star Nomtrial 88MO&quothlon-ImpedBquot Opaque. 121312022 Yes yes No WA Compoaita Eggs FII*Z: s Il Doer (InaWrlp(3ubMNo Xdrnfigu.tion) 21 u. Thera-Tru Fiber -Classic and Smooth -Star Corr vial O lilquctNOpaque -sit 12131r= Yes Yes No WA g88 npa gle�u Edge Noon r vM Sdelta(s) anawnglOub ing; AD, OX a OXO connaursaans) 22 v. Thamm Tru Fiber-pawicand SmoaVt SI r Nominal aamSSo&quotNo Irrlpad&quot Opaque 12131r= Yes Yes No WA Composite Edge Fiberglass Double Door wth or witoutSideiibs aimwinWOutwMrtg;.XXw OXXO configurational 23 w. Therns-Tm Fiber -Classic and Smooth4kar Nominal e&f*,) 8quotNar•Imp;Nd&quot Glazed 12131r 2 Yes Yes No WA Campos" Edge Fiberglass Single Door answJrnplOutewiq; X txxfiguration) 24 x. Thera-Tru Fiber -Classic and Smooth-Sbr Nomimi SBa3P8 BqunLl4orHmpaa6quot Glazed 12131)= Yes Yes No WA COmPOOft Edge Flberglass Slingle Door With Sdelte(s) nrmWrg/OutsWng; XO. OX or OXO .configurations) 25 y. Therrrn Tru Fiber-Gsweano smooff"Itar Nominal li8,p�;88,quotttlon-Irrpaa&quot Glazed 12012t72'2 Yes Yee No WA Composte Filers Fibwgla m Double Door Won or YBthoutSloelit e, (IneaingfoutiaMrS XXa OXXO configurations) 26 xTherm-Tw Fiber•Gs"emd Smoo*FShsr Nominal 8&A39:0111,quothlomiipaaSqudt Glued 12131r2O22 Yes Yes No WA Composite Edge Fiberglass Shoo Door nnawirtyqubwino; Xoorrfiouraboro 27 ze. Thermo-Tru Fg»r-Classic and Smooth -Star Nominal 88439;08quoCNorrtm4mctaquot. Glued 12131/2022 Yee Yes No WA Campodle l_dga Rbargh/a Siille Door vrilh 9dalite(s) QnaWnglOublsime; x0 Oxa OXO co(lfgUratiOna) 28 A. Thera-Tru Fiber -Classic and Sri *W Star Nominal 880039;08quakfbnimpaa&quot Glued 121 Ir= Yes Yes No WA Campoelte Edge R=11 a Doubt Door 'What or without SideliM (IrmWnglfjubyving; XXor OXxO configurations) 220 ma VW- marsolkidurer ReMalm 2020 MI Wnddws and Doan CMegoltc E+Ralor Doan eWCidegor. Shang Exbnw Data Asia compliance M41hook Evatrsaon Report tan a FlOMaRegblaratl Arohhat as Uaensad FlOrtla 1�frc 1yxaMcal'�. Professional Falanaer DNA t SERIES 420ALUMINUM SGO 2 SERIES420ALUMINUM SW 3 SERIES 420ALUPANUM SGO REINFORCED 4 SERIES 420ALUMINUM SM REINFORCED 5 SERIES 420ALUNNUM SM REINFORCED Gels 1101 Vesion samdfGaVR R.Mdcn 2020 Wayne -Dalkon, odvislanor Mamerd Ooor corporadw calagw. S.I.M. Daces aWCa "hin. Section.] Estero Door Assemblies C..Wiw-Method: Evaualon Report can a Floods Regulated Architect a a Upward Florida Professional Engineer it" Metal. I&XMbK Or Main 3 80owa10018200 61105 to 80 MI00200IM123 11 800005100200.e1124 Florida Department ofBusiness & Professional Regulation Building Codes and Standards Product Approval Application Detail ltn&v or QE= Fntimw&I.irroa @eon moreer. Lute Roberto Lana 1717085.3300 PE82514 batlngeiGlmiwa.com Product obligation SERIES 420 ALUMINUM SOD OXO 145-11"qu41x9oaqud: NON -REINFORCED .SERIES 420 ALUMINUM SOD OX XO. XX 90itand"rrueu t NOWREINFORCED SERIES 420 ALUMINUM WO REINFORCED OXO 14&3/444uo XW"ud: SERIES 42CALUMINUMGOD REINFORCED OX XO.)0t98agoaxWg0a; SERIES 420 ALUMINUM 8GD REINFORCED XXX 143&quo;.91M,wo1: "tali ll"N'tstesen M. h. PE (71T)517.8474 Wee 1 a2 t&=l MR disc falw,>aaa a" Y09" If PSCAmrbaar AsWrns a" 100050020 10gerim laMSF2020 12.1&=20 Approed 91WBILAsturaraw 12O1r102A Aar rAafer Ufa BLK" No Abprand for the 'outs& mm Yes anger(. fiif&1a94 No Deleon rmmm WA 1201/2024 No Yes No WA 121312024 No Yes No WA 12012U24 No Yes No WA 12g12024 No Yes No WA Florida Department of Business & Professional Regulation Building Codes arid Standards Product Approval Application Detail PV.1 dt 192021 CKtad 1 SLLigoK VYidated ®t YANAIIIS Blioliatl MICAminval ADWOV&4 am Owayrta K-1 h John &Scales Jemey P. Amason, P.E. 101122020 O82p2020 loma 20 12n52020 AWOM4 (330) 708121 PS-Si?37 (9,04) $21.8200 dkomishelwayne•dallm.c an -.QMML&UNXM A=OvodfwUm Aaa-alnrtaw mgigt. 17aMm Product Ion caearL txsl etlwOs• in MvMZ Outside i39width FA@li t PlltMlLt oi: Max wi th. 148A39: Max height. Glaring 12/312023 No Yes Yes +31.W35A0 available In lop or InbmlalM! section. 188406 Max width. 146A39. Max Negro. Glalrng i V312023 NO Yes Yes .30.WI-33.50 avalhbb In top or leumtewdesedlon. 18ea ll: Max.Mdth. 14813A Max New. Glazing IV 2023 No Yes Yes +34.40L38.30 avalshe In too Or ntennedid, 4edkn. Florida Department of Business & Professional Regulation Pittston Building Codas and Sbridards tFd=l Product Approval Application Detail zm Venturi Shinufthirar Efrus rra LNarse xddkwjk )dWMai Bu&B= F.IBIGAU-NI ARgmue iaass. Reslsian 2020 Curries Dlvhlon 01AADG. Inc. Tom Relay ULLLC Tray Bishop. P.E.12mor= 12A12020 1221=20 APprosad Category ExteriorDoss 1841) 454-2813 (954) 947-MO 8160sui pfr• Exterior Door CgnpateMs tan.reltaii sseaamal.eo CONNNIU c4 Mehot O4rsneation Madt or Lading m _ .. DIMI61ASMfmgt. AOorowdAirUse Aoor.vadAir Use it = Deslm ttag s am 1,KMHL IalmaeNWHZ aulgiia dPtaga 1 r 707, r1z 747. 75a r7, nM 847 Singh an0 Pets d M.M. Closed. end Louvered snow end pat. or 1221ru025 Yes Yes Yes WA Doors hallow metal Coal. Florida Dapedmerd of Business & Professional Regulation Paoel.(2 Building Codes and Standards s4roz1 Product Approval Application Detail COO oft a d- ass t Die wndm rY�t z= Ys[2Im 29= GaobamtLlydma V.1kl w tar Roam &&a= FSC Amarvel Ap�g R.Mslan ZD20 MI Wndowe and Dose Brent after AmaloM Archaedural Bloom M. Utter, PE 11A72020 11117=20 11272b20 Appro+ d CMeyay:lMndmva 1717)3e0.3300 Menubea... A...rMaan OV017.8454 SLMCWgory: Single Hung bstlngerGlMwtl.conn CaryllMft M40ed: CKdkeSoe Mark Or Willing fa+ylmelyt� Amassed bar the AmrMNLMLum its" gAmm 9P9A Resi et Medal rraber«lima g(m G N4osaIt IIIILHMHZ ward. HVHE snow rtIWIH 2 195 SH 52x72 F10191 ilgr Frame I018G Bugle Hog 1 ONB11M No Yee No +601-W Lemin.]ed War. ^W W Cn Q O 2 .� CO C= 2 CD _O L.L O .CU Cn Cn aD ccnu L 0 o 0_ .Q .� ���/�� VJ 21 Q Z Z W J E W Z CD CU CIO O L O v O L CIO W F- O LCU W Z Z Z Q J (l SHEET NO. PA 100 Florida Department of Business & Professional Regulation Building Codes and Standards Product Appr©vas Application Detail FBslt EiBalai 190 Varolga magglaujille 22" ZwkiNNALIgam Validated By Rw,Won 20M Thwr Tru Cohpasbon Steve Jarproon Lyndon F. Sclhmldt PE Ryan J. King P.E. category Work, Doors (OR 843-7620 PE43400 (813) 767E535 SubCdaterin "noting EXte in; Door Assemblies splsperaahathsrmatru.co CompllamilaMed:EwJu"itRePwttrome m Florida Registered Ardieaot ora Licensed Florida Professional Enginm ANA Product TA94K Namber or Name Pradsct 0eaonDllon Conrad Expiration 1 aTherms-Tru Fiber-Clsesb and Smooth -Star Nominal 0811W.88qudt;Nan4 PMdquat Opaque 1213irm ComPoela Edge Fiberglas Singe Door (InswdnglOu, ; X configuration) 2 b. Themta-Tru FlLwnClaab and Smooth -Star Nomita186(k $ Salus;Non-lnpadaquot; Opaque 43131f M Fiberglass ComDoor Will n6ww Soalal (Iosite holoututewing XOp . OX OX a OXO ou"All resarw) 3 a Thermo TN FbrZIoWeand SmoetAStsr Nominal sense;sdgt)aCNen-ImpaL quef; Opaque 12t WOM Fibargl9m GmposRs Edge -Double Doar won or vltoutseashell; (InswinglOutsWrig: )OorWOOD oorillour #coo 4 d. Thema•Tru F1benClasio and Smooth -Star Nominal 7&M.0 dgrokNon-IopadBquot Opaque 12/31/2022 Composite Edge Fiberglass Moo Door (lnaeegl0u W#Ag; X configura0on) 5 a Themle-Tru Flber.Cla a; and Smooth -Star Nominal 7".VC S quokNon-lnprk38iluut; Opaque 121311 2 Composite Edge Fiberglass Single Door With Sddim(s) amesinalOhAawing; XO. OX or OXO QW11sundols) S 1. Therme-Tru Fiber-CMatc and SmooNSmr Nominal B$M3g;O&quofNorrlmpsoMILiok Opaque 12131MCM Compn6le Edge Fiberglass Single -Door grawmaVidw en; X conrmurabon) 7 g. Tbema-Ttu Fiber-Cle sic and Smooth -Blur Nominal 68030;0&gactl4on-Imps Opaque 121310= Composite Edge F'ibeylaw Single.OahwWh Sdelde(eJ pnwwngloutawing; XO, OX or OXO configurations) 8 h. Themes-TW Fiber-C' and Smooth -SW Nominal 88a30,0&quottlen-Impactsquak Opaque 121310M Cornpoaft E11gaFibeglaw Doubt Door wMh or W61ad Skeutw (Inswingroulewmgl-XXat:OXXO colligurabomel 9 L Therms-Tru Fiber-Chavic and Smooth -.Star Nominal e11439;8 &quotlMon-Impact8gtzt. Gl W 12131r= CarmPceite. Edge Fibaglaw Single Doer OtwMnyOulgwiV, Xponloundion) 10 1 Therma-Trot Fiber-Clawic arxt Smooth -Star NaniatttaNW;88quotNm-(mp0cWsquM..(W I-M11102Z Composite Edge Flbo*m Single Door vah Skel" UneWnyOuts"; KO, OX or OXO configurations) 11 k ThersTru FberClossic and .Smooth Sb r Naniat8&M-.88quol;Noo-lmpwdquot Glazed 12131r= Compoelle Edge Fiberyla s Double Door with or WVW 9esma (IneMng(OugeAng;.XXor OXXO conOgurato")- 12 LTherms-Tru Fiber- Classic and Smooth -Stir Nornhal T&M;O&quot►JondmardiSgot Glazed 1213`1 12 (ompooft Edge Moslem Single Door (IramnWiOubwng; X Lvrdilreelian) 13 m. Therms-Tru Fiber-Clawicmd Smootha r Nominal 1eMO&quokNon4mpscf9quob,GialW 120310OW Oompwies Edge Fiberglass SI is Door Wth %, Sidelite(e) 0-wryroHtawfng; OX a OX0 «,nspeaking) 14 n. Themr-Tru Fieu-Clwcb and Smooth -Shur Nemtgl 81030;0 &quokNor lmpecWgAol; GWO 1ZGIi2022 CWnJmsOa Edge Flsrglaw Slagle Door to es,koK veew+w;: X aomtpgata,) 15 a. Thamsl-Tru Fiber -Classic slid Srroodi-Star Nemdal UNWO&qubeNon-lmpiardgwt; Glazed 12/31rem Computer Edge Fiberglass Single Dow wtl Sidelea(s) BnswlreADusswiAe:7 , OXor OXO Con6gurWloa) 18 p. Thrma.Tru Fiber -Classic and'Smoobt•Ster Nominal SAM;O&quot'Non-Impaet6quol; Glazed 12f31Y2O22 Composite Edge Mission Doubts Door Man or Yhisout Wattles 0haNwOulawiog; )V or DXXO amfigulwons) 17 q. Theme-Tru Fiber -Civic and Smooth -Stu Normal O1M.8&quotNori4mpsd5quok Opaque 1201J2022 Composite Edge Mbwgism Single Door wth Transom (19asi119' 1e r. Thera-Tru FiberCMrb and SimoothSmr Norf" &quoCNPn4mpmpac1Squat Opaque 12131= Carpcshe Edge Fibrglaa Single Doorwie) 96.14.W,, and Transom (lnwMnp70ubwug; OXO. OFOX at OdOXO cor0gure" 19 a ThrmaTru Flow4lassio and Smooth -Star Nomiral B&g9B;88quotNon-Inpa A4uct Opaque ize,1120V Oompssilo Edge Fiberglass Single Door -with adW*A) WraMnefOuls4nis XO, OX a OXO Continuous Head and $III ssmigulMike ) 2D t There Tru Fiber-Cbaak and Senwon. iher Nominal 8810*0 &queSNm-Impad&quok Opoqus 12f3lr= Composite Edge Fiberglas. ' Dcor m tl Sdel naw(m •XO. or OW BiI CDAtn fled WWW ) 21 U. ThersTN Fiber-Cimsele and.Smodh-Star Nominal 65d*& &gUaCNO04n"eMquot gaged 120112022 C-pXft Edge Fiberglass Single Door V" Skdeas(s) pnsi nglouMwerg; XO, OX or OXO Continuous Had and 5a oonfiguratlpns) 22 vTherms Tru Filler-Classisend BmaMM&s.r Nominal B81CM3;08rp Nan-Inpea$hquoC Glazed 12131/2022 Compedds Edge Fiberglass Single Dow wit) 9delm(s) 0nawngloupwdng; XO, OX aOXO cc us Head and Sill configurataa) 23 w TtwmywTru Flier -Classic and S1oceMStar Nominal 8W*,S 8quctNon-Inpacl gavot Opaque 1291/22t2 Composite Edge Fiberghm Door Panels vA h Vented SJolvano a) gnwangJOvletvigi X)( XKX or XXXX omtowaimn) 24 xThemre-Tru Fleet-Claoaic and SmoothSmr Nomhal8IAW.0 squakNon-InpBaSquot Opaque 12f311M Composite Edge Fiberglass Door Panels with Vented SkWilse(s) Vn*Wn0OutPft;)O()OKXor)Ooo( era );8&quod;Nen-lmpadaquat 25 y. Themes-Tru Fber- imselo red Bmodth-Eclat N Ginned 12f3112= Fiberga Omer Pan@Is wMsVeMM! SidewCenhpoeKEdge tl0flW flwVuwwkrg; XA-XXX or=(X oat 26 xTherm-Tru Flaw-Classkand Suitldth-Star Nomirha(88fk1D:08quat;Nan-IrtpadBquok Gla2sd 12131f2072 CempoMle Edge Fiberglass Door Ponem wgh Vented Sde ee(s) Onwoling DulawMg; XX, XKXor XXXX ar 27 'zaTherms-Tru Fiber-aasskdsrSmoodhStar Nomirm 8&Ake:88quokNon-Imhpaaf8qu Glared 12131120T2 CDripoaitr Edge Fiberglas Single Door wth 351Ki9,0 Sklelbe(s) pnswinglOulswing; XO. OX or OXO 28 zb. Therme-Tru Fiber-aaserc and 5rroott Star NoomiNtg ;$&qubtNon-Ir(psd&quat Glared 1219112022 Composite Edge Fiberglass Double Door with 3803" Sidettes 0nravingK)uMweng O)0(O configuration) 29 u. Thar a-Tru Fiber -Classic and Smooth -filar Nomn s1*80 ;08quokNan-Inpadequot Mused 12M/2= Composite Edge Fiberglass Single Dow with 38N39;0 Sdsibe(,) (Ig/Ondevarg, XD, nswin ; OX a OXO 30 2d.Therms-Tru Fiber-(asNc and SnaoMSmr _ Ngos g9 OIl a C Non-Imp.ewquctGlared 120111= ssubt Door with3801139,V Stioalat {Inwany0ulewag; OXXo cam & o St Ze-Therm-TW t FlberZMWCand Snrx ,SM otr Np&quotleon-Impaa qual; Shoals 12031MOM Swiss CampoeWs EdgeOlamd Fiberglaas.Single Door with ce without 1111439:2 Sid@Iso(s) (IneudnpfOUMriq; )l4 OX XO or OXO configurations). parade Florida DepeAmert of Business A Professional Regulation P"p I lit 11252022 Building Codes and Standards M2021 Product Approval Application Dated 20 kX OdPenOna 2. .Viuld LL Andaddided FHGAsollofml AI7a[a2m9 am 10A772024 O9MM021 1G"19V2D21 121'152021 Approved aQvmimLum Amrevad W Uaa dt6 Dom hate cry Hty outside gym pAshtm9t rR raw" No Yes No WA No Yea No WA No Yes No WA No Yes No WA No Yes No WA No Yes No WA No Yes 140 NIA No Yes No NIA No Yes No WA No Yes No NIA No Yes No N/A No Yes No NIA No Yes No NIA No Yea No NIA No Yes No. NIA No YN No NIA No Yes No NIA No Yn No NM No Yea No WA No Yes No WA No Yea No NA No Yes No WA No Yen No WA No Yes No WA No Yes No WA No Yea No WA No Yes No WA No Yes No WA No Yes No WA No Yw No NIA No Yes No WA satl. BrAW w m(. all Rohe" )ass titer version dl9 Elm manumeme Conrad IDMeesJtilemm YydsmlW.A[ Vdldlbd aAel FBCAmroval Approvedma,ellon 2020 POTirrdrdrim Jan. Rwowdd M.re-0ede 8=0-CER kMM-Dade SWO-VAL 11A11020 1I*M28 11AW020 Apprwd Cabooses, Venda". (941) 468-0100. (788) 315-2a0 aahCdsptr: Stroh Hung )mlaseklatpodlle+snaes.t Cempganos MaMod: C.000a h uaa a Using an - ..- - 91MIaT.AIi� AOMmWID[dAl _ Aooilam/9orLh, ImnG gaMm It" Product Mass. Number a names Product Dwriodon corAmd 9grtadm.2n MINK Guldcal L Sodstart P.tWeltt 2 BH8600 (Largo used. hhp.d) V-0 Mtgle Hung Vendasv 07/21MOO25 Yes Yee Yes WA Florida Dapaffinent of Business & Professional Regulation P.g. d lit Building Codes and Standards 145=1 Product Approval Application Detllu QNM ablaw - alma aka axe amain no 11Yt Yttalm aanuslmdfa S4".d )(Mbdftda[ YAW" fildoodisill, FOCAmretd Ap w d aMaE ARteratba 2020 PDTlndusbax Jan. Rsaadd Mams0e64 RCCO-CER Aftn*0.4e 0=0-VAL 111,4 020 11105M20 1 1111 VM20 Apprv;" C4tognry: NAndaw. (941)4864)100. (78%315.2%0 SbC=49arr: Read Itceasklmp ondumes.e L1aeWW-MMod: C.Mall. Merh or Udine am 91mIAL8fM[sora AgMMmtf9LWa AeMtamlflAAa loaefd WMm andIs- )> Ma52b (La p MSYN Impod) Vhg4 d 0 m u)7ti !� NIA Markle Departmed of Business & Professional Regulation Paget di Building Codes and Standards I4=1 Product Approval Application Dated felt Insurer go eta Do"PUNIM Asa Stine YMMM !tom 2da aagwaKALko YoWilW9t Xdd" Admlmt EwLaou" himmmtl mom RW.lan 2020 Jam" Hadle Building Products, ma Chad Deraka V. MdroW Taft John Sabhed, P.E. Oi)o5r202t 12n4rAW 01,011141021 ding F8C Apo. GaagcnY panel hove (949) 545-OW P691882 (362) 387-2529 ssetistatiorr. adno ahsd.dkreke$lam"hara Cgrlpllema hate* Evaluation ROW tom a s:oam FlodOoReglaleredi rontaot or a Um "d Float IfSiitY:aaRWudWA. Prdenionel Enna. -- - - - - _ alE! 1product a O 4Wm(Assurance Awroyadfor U.o AMraved for Use sum R2dm calken mokowam IO.HYM outside WAG! Redoomd pleasure 1 C-10.4 Lop Siding ibex -cement i p Yong 120112W3 Yea Yee NIA WA 2 H"Wilak.Lap Sides tbo,"ment lap siding 12l:'flt= Y" Yee NIA WA Floddai Departlnert of Business & Professional Regulation pane I or Building Codas and ,Staclards laanotl Product Approved Appllamlon Detell mm Ytum blepalsol= CMlet audamLLUMM YdiMalrtat MM7tlMad jobablood Fee �A-m w htmmd agn RSNshh 2020 TAMKO Suisse products LLC Kam Eden Robert Moen w John W. KnerAkh. PE IMAM= OBM028 1d,42=20 12MVA20 Appomd Cadaver. Rogers (417) 52446" PE159166 (954) 772-0224 &bC4aenrr. Und s1ronnnts ksnLed wournko.aan Corr olKnrs..Not" Eialu6con Report tom a Fieste ale Reprod Ardidect or s Limped Flodda Iil�ltrFtlSlJlgd geiser P,pf."iand Fah ' } - ' Sol Prodkid Desolation 209&AtMBW4l G4ittrant Ewe Mira Dos AgKMMdlKJM AMEMMdfiaRl beard aide Ja1J1tK Oubild, WAM Baliga i ft- 1 TAMKO Rod UeMAaylnmspM4) Rodundedaypad1 lava" In FOC HV14 o92g>2021 Y" No NIA NA Ie'ledataa. 2 TAMW Rod UndarNymrns(NON-MI-Q). Rgdundedaymam. far use In FBC nor-HVHZ oarA4023 No Yes NIA WA LWsdakns:: Florida Dsparttnaet of Business & Professional Regulation P.941 lit Florida Department of Business & Professional Regulation Nell d3 Building Codes and Standards 117aw Building Codes and Standards 10 021 Product Approval Application Detail Product Approval Application Defill Florida Deparment of Business & Professional Regulation P"01 d1 Building Codes and Standards IBd1021 Product Approval Application Detail lisle trawor gtte oat cleaIsandina am ]Shea YXNM AdmlYa FBC A-1,001 Agggleffind RAM Re,kinn 2020 M VAerims led Doom Brem Blooper Ameeesn AralcduW Borten ice Udch, PE tomar2o-m laar102a 10111343120 APawd Daeg01P: Moe" Mir) 385.33M M"uaclurare Assocletlm (717) 3174454 Isia0doorr. Horizontal Odw b001,W ,nhd-cam Ceti OWM MMoa OOM11* ton Loa a LMNg _ . QUIM AssuaB06. Amrmadfr lteo Approved for Use logged Redw dtBA Me"C1>0� a in HWZ ! ftg" dmsMlu 1 H3166nnanpe Fra n..dme 73.921nsuldsd Olses MOD024 No Yes No +551-55 Florida Department of Business & Professional Regulation pa9. i dl Building Codes and Standards 10=1 Product Approval Application Detail raft A1{atat matt Jilt l oat! bet Wrolon manufixturar Cooled andalwA.Lkeos' riilhledaL )(Milord Maided FICA-4 Am -ad arts. Ravfsfcn 2M MI W,d.-4nd Daces wort Stinger Luis R Lama. Pr .elevenµ Uich, PE 1010812020 1010402020 IOA9020 12MSP2 20 Approved cle.gay: vendows. (717)365-3300 PE-62614 (717)3174454 >p hC ling ry: Nulls++ taMhG.eamfrd.eom capols" RMbom Enluallon Rapert tom a Flo". Registered hdhtxl or. Uoaroed Fla(ds professional Engineer 2mgkAManm AaMa)mtIDdlu A !moat glom w 57M vw8rd aumPwm gm 121JWn02t gett eel.No = Outside, Mina i r� wA, Florida Department of Business & Professional Regulation Fap2d2 Building Codes and Standards 100=1 Product Approval ApplltOw Detail SM &Mw ail axe laltElsilga 1)m zu mica n M obih= 2mm AtdiwiAIMM YMWYWJK kind" FacAMMO Aelgi mt a69A Ra~ 2020 Able Nook Thampaen Lyndon F:' "s"M P.E %on J. King. P.E 02 WA21 02n5r2021 02r27n021 OMWMI Appraad cla.grr-pent Wells (330)WA.2369 P942409 (613)787-8355 socat.pory: alone mhohnpoweareds.com convlarwo Maahod: EWudim Repoli from . Fland. RsolderedArditeckr a Licensed Florida Prdessloml Engineer GesWtAiworenon, AganotttoU" AoormdfrU" be& Dennis 8e0 RoavJ MWK NAP*w or Hems Produ t danrla8m CJ *,d Opirdim lit. In NN(2 classes MVNS R. ors Pm - I a Agm2T&gJdt role Vent a Md VfA4 Salt 12f312023 No Yes No KIA 2 h&Wct-j O.sga T46gad:SdM land r stud l>.ryr Sale 12I31I2023 No Yes No WA 3 e. 6quatGresaedar NMpe Besde4MO: 3o5R Vents spot VW S M 12I312023 No Yee No NIA 4 a Aqu4tiD6Aq A Sam Venter Shcd VW 5.111, 1213112033 No Yes No, WA 5 a Aqud:Chrlr OatdgJar,. Sant V.Ma.sold VMVSldB 12/112023- No Yes No WA Bq..t;gper Sp."qul; 8.% Vent a SlidV.rl Sum iV31A2023 No Yes No NIA Motile Department of Business & Professional Regulation rase I lit Buildng Codes and Standards 1arm21 Product Approval Application Detail Gnu army or nett an oft poodw ant mu Ytolm abolitionism Gated 1090MLA VATAU William YYetm Admitted FeeAaamiml Airmen! Nwab Moles. 2020 LV. Taanpem, Inc tM Thonpasa Ndtteclura Tory Christman Zachary R. PRes Stevan M U1dh, PE o9m7r2m 0w1612020 ODJ222M 12I1ar2020 Approved Maws Catpalhy(TAMCO) 1613)248-340e P674021 (717)3174454 CUO"T.. ROOM IaWQgcrmhkahngatdm O ACWprr: floating AneMamies that re an Integral dPadlima Russ"am lance MMod: Eelu w Report tam a Floods Registered Ardhilecl we Licensed Radda Professional Fn6Mr ABMmaafron Anorbuldfar this am Rim amt EMOSLangxft gmumiminomim in HVME 2WIkkA= insisted Pmmm 1 TAMCO Rd Toss O1FPo4je Vent art Be%fir Tie 26 pa. daic toofventawta with name oMymaw Yen Yen MA WA 2 TAMCO Goowo*Vem 26 pL OM/2020 No Yen NA -C*sib 3 TAMCO OlpRkye Rod Vent WO Bate. 26 pa.tdatic roafverttbta xltlm inleprated Dante OM082aw Yes Yen NA WA 4 TAMCO Round Top OMIdge Vain with Basis for Tile 28 era• atetc hedyeafta lam base 081mow Y" Y" MA WA Florida Department of Business & Professional Regulation P.p r d1 Building Codes and Standards IM022 Product Approval Application Detail f Im1ALa1 Jam no Despoiling am Ott Boom am all ! Jive 9291 E:MIN or Dille Ott Who bittillon Ra ])10o Yesm tmWtl'dY[L SsttatAndUKALOW xdmo m xmwod josedi W FIC.AYM W Agoom Abeam Aft Shl3im lNytiAmigB Gold Emainver A lJourses Validated! VaditiW hftdlgd FRCAomeW AaMtlml AWE IMa Version MonLhcwrw JCamoud StselpsouLlucanse Yalldistt4By Yale Subsisted flCA,awyal Aaecowed Abdul Revision 2020 Lstenea Kamm Jallky Jnn.s'L Swim". P.E, al-M. Won, PE 11r22n020 IIwr/20 1u2wo20 doe FSC Anon Review 2D20 Soma Finding Mderssh Robin W+NO Untwm EWMASW Gary W.WYker 1IMM20 1110=20 1110642020 Appe"d Revision 2020 Global Protection Products, LLC. Tim ROWnsbn Walter A.TUb Jr., P.E. John W. Knazavion, PE WOU20M 09111812020. tOOM= 12MWM20.. Approved Cdagdy. Rousing (501) 96381f>1• PE-31242 (717) 317.8454 CatsgW Rodns (801) 3804i09r S4MM LLC. (2061 SS44100 Category` Smular6 (954) W750 PEE44107 (954) 712-8224 04CM60W. Retard A:.Msaasrest roan poloy@Iamnao.mrm O-bCata9nry: Reasmi Toss ReUrAndeson9brd.00 Stan.panelsEvalu him mbinaonWgpperlLcorn Waste Pan crew RoalogSteRWA erpu.ha MdboO: Ewlaatim Repo4 man a m oeMpbanga Mantua: C-yaluatkn Report from at compliance Cm.pimms Math d: Ewedicn Awane soma pralud C.eI Wbn WON Fiorillo Registered Archhw or a Licensed Florida Flo" RegidowdArdhtCtar a Liomsed Florida _ Prdesaional Engineer Prdealand 8gonoed for Us* At:mstmdlzds MUM 2LfAM - - - - A Redud YsdeL K.Mr r.nyy � Duatlu Aa.unnce Aeaecad Use imam Gilllil tie s S.any Gshke.6le1., County doe. $)a qtl Boleti FletP�. dn�rer, Co 12/J yes NA NA NA �e d P)'ptlubt Metlat. Number M Name Product Daaef)eabn CemAef E701raaen DBIa m HVF¢ tl VFIZ pMldaM i7nnMxa i�d! to MVKZ Weak HWKZ 11J F� Th+ldeaanp; inpset 1 20 Gage Galvanited Steel Storm ParakAiN1Z Corrugated Galvanized Steel Storm Panel& rssnad 1213193D22 Yes Yes Yes NIA 1 OeclkAi" OA4 or TRFBuilt Dva-Air DA4 Los Piaae, Pdyprvelyl- Plank Reof'Nnl 12/10=5 No Yes No -97.50-e7.5 17 Saxony OW -Bola. SAW@ Amp: $tye So its Flat Profile - Sicekkn. CA I N3/=0 No No Yes Yen NIA WA WA WA or not by aada to provide hurricane plotoction. Nkdhardaay Attached to Piyrcod Dodt, 18 aly am- 81.* Shea. Aemp; Wit Shake am FIarPine -Rfaio, CA 42131202D 2 26.Gage Galvanized Steel Storm RansheNHW2 Conugewd Galvanized Steel Storm Panels retained 12131Y2022 No Yss Yes NIA 19 S.sonyTOO - Sh.k., Stan;A". $pa Sh.k. Plot "i.-elocklon, CA 4VSIM26 No Yes NIA WA or not by'eacce to provds hurricane, prcoacton. 20 27 25 asmngy700- akeh., Sal. 6amp: son snake Trh�a Espmara.reslana Male Fkd PmBa-Rl.to, CA Hip Pram. - KsIj.TX Low Pldla - Katy rX 12r31=0 I2131=0 12/31,2020 No No N. Yes Yea Yes NA NIA NA WA NA WA Florida Departrnert of Business & Professional Regulation Pop lit Florida Deparins rt of Business & Professional Regulation panel di Building Codes and Standards I.W2021 9uil ing Codes and Standards tm2pa, Product Approval Application DoW N Product Api2iovel Application Detail wage lsigoe gC abet Zug IlmlPmmn Jag S3$1 set" ec axe as JZILt.P1Aom Mai mm Y6tea- gumbo" God" ammrtALMor ldwas AL tAdiMW JeatmNel BEAeera"r AeomaY SMat mm Yrshen IAned" GNAW Paom2KALlesn Y61WMW at MIA" MSMWM t9CAae®ml AnI1mrW a61kE neuskn 2020 Apine Scan LOW% 100 Evaluem Sartre. LLC Wham M. Ranieri. PE 1(131n020 I02312020 11A 202D 11105r1010 APaaad RWAW. 2020 commander Concrete Frodudaha Rebut Geis Samuol A Gressette Jahn Hay 17/142020 lmamzo 1N282020 nine FBC Appn callo . smmww components 1321)710-937T (407)ae1.1917 Cenagpy: am" copoiAm (813)mollTl7 PE-34245 (352)50-5311 s4sca mom. Tim Rat" Yawl.(9ephaN.ran smcoleg.rr. predicts Introduced as a RWA at ytreradgddQyohao.com Conp6rhos Mamnd: Evaluation Report from a Mar Teo rmlegy Pmatlud traalrrtlan EAsy u Motlad: EMuMIn a Flap trh" U-s d yield. flood . etenWArehtedaa Uansed Flalde Rsd ttWihtS3MeaAie Aootrl>l ul" ANCOMtfMdha Wirt 20m llptJlig .. ... aw! Intl )AIL OMI" t R*dKM IYnMItt Amsted la des Aea[AIWSaYye � gWoo d nWaCG4*h,, Nine.rlarh9diM1wnmP::S) MewConneakrRats Yen Yes NIA NA dine ,t$slRA1mM1M3R i lftHvHz J vHZ R*dKwd tttiMliv 2 i 3 11W I4cohnno lie Hop PlWs ffaVriCG/AMrho TMdh i213t2024 mew Pork 12A M024 MelN comedy plots 1M312021 Y" Y" Yoe Yed NIA NA NIA NA 1 WeatllPrecast r CohranordW Concrete Pooducs Predest and prestressed Concrete lkkb 052512024 No Yea MIA NIA 1 rrw 803 15*. wes" Melt Coaiecfcr Plea I2131=4 Y" Yet WA WA Florida Depo rtmert of Business & Professional Regulation P.n 1 lit Florida Departrnart of Business & A Regulation Page I W2 Building Codes and Standards tffrA21 Building Codes and Standards aA17021 Product Approval Application Doted Product Approval Application Detail CMA Dab, w MR ➢o 21KBIW g ado 201t Maw 20 an Dab Postal PILE IY➢t max9acum cootie finginswaijoilew VaaddHr VdkhAt Admmed 111CAPetlnml Atat47Ml an am vanno ronsdagam Gams IneonM'&License Y111141"A[ YMMKW SUbMgMd FWAwroval Acrma/ aMw RevleWn 2020 CAST-CRETE Usk LLC Cesiglows ho MI.ml-Dade BCCO - CER Mi.ud-Dad. SCCO- VAL t 1nalto29 IW27r4m 1IAM20 APsraad All ninon 2020 Alpha Mumhum, Inc. Jae art Luis R. Lens &ayss M. Won, PE 11A 62020 Tin 2020. 1 i ram Amag ad CdMWr. SwWwW Cameroon. (813)M4641 (IMS1S2590 Cslegory: Panel yrdk 14071508400 PE82514 (717} 317$45t subcalspr3. NoOAW Imnduwdas. Resuk or epanieo®e4drmb.eom e18Calan.ry: Bsllea .kA.elarJmmhcQyeho Now T dvndoar Evaluation Cmid. o.com CreplinesMMad: CWBe"tln. Mark r Listing or Uowpstoma Flan. RepktemdArohwd a t L2cnsed Rakte Registered Prdewicnal Engineer ot aroagth Curliness Li Leis AglannodlialVaN Predict Description 2mmajow9wam In �im 4.6, 8. and 1200 We Node 05M2022 Yen Yes XWM 219M 114011la $ildtt NA WA amaJt use agoiltrAsairsigionAosrovW fr Approved mr Use smle�u+>�A lt1JOt1i 2AMMI= IImpactH dttiWd E nrMta Atha Auanum Sna09am: Vdmed AAiminam SCOW Alpha AMmenunt Send AIRV: VeW@d Auamum OrfINW3 No Yes No WA Call) &afro: Wood Sanw.CW &emp; Wood Florida Department of Business & Professional Regulation Page I lr2 Building Codes and Standards 1007021 Product Approval Application Detall linfifi, or mm V ..r�uc godo VM�at m� t bANdW FSC AWMVA Approved a" Rew.1.1 2020 Mrrok Inc. Erin ANdo, [CC EValudon SaWA, LLC ICC EVolURMW Sen4ce, 01011=21 01MQ=21 (Mn2W21 App-d Crier,. SPiatuM Cmpahetea 1w2)8ss4m LLC. SLA Ciesgary: Truss PIW" 0"danQmLwm 1215) 599-0w0 Celnpllanc. Method: Evduabn Report from a product Sak ton En a1y At"J -&Ad&ASWSAM.. Product Model. lkwobw w Haw* Product 131,90riDd011 ConeadWandlOnCiate AoroVMfaU" ApgravN 1t1Dd4z for Use Impost 64MMil tatm pressure 1 1918AH$ 18p. high stamen Wan oonneaatad 1 12rJ n022 Y " Y" NA WA 2 MI5SHO 1'8Do. alPW high strength trues gonn"ta We 12I312022 Y" Yes MA WA 3 Mi 16 18 got ease connector plate 12014022 Yes Yes NA WA 4 MT18N8 18 p. high skarrgn W" connector pats 12fd =2 Y. Yes MIA WA 5 M72OKS 20 got NO sbarrgesawn eaaooW plus 1213tr"2 Yoe Yes NA WA 8 TL16. '"IS Is p. face. mmedrpw" 12W2022 Y" Yes NA NA 7 TL20. M720 20gaes"camedadat" 17/312022 Yes Yes NA )MA, Florida Dopertmenit of Business & P, ional Regulation Bulking Codes and Standards Product Approval Application Dated Paaa 102 iantat1 Gary late: abet damdsmlm arse Stine mmom itloem J aaMolrAdrala YAarYOsl YA"K jessom FbQAaXs mW Ao9mm MIMet R.u.w 2920 MI Windeps:end Door arem anrrgar Alnenan ArLn"darel Steen M Won. PE 11420000 1'1n2am 1110112020 Approved Cireaay: whdm (T1T)SM3300 M"u6durars Asaac4arn (I'M 317.8454 sibCagarr Wired Mroingeggmkw,com Cempll n Me(hod: CwV.Won Lkk a Lb6hg cep a Product Media. Number or Msme product poscfkm AnammuKim Agamod1 nr ecofta„gowam outside aimi Mum 20M Aftlinta $'!riot, 1 186 PW 73 s 72lnWdted okra a&03 = No Yes No -ew80 Florida Deparanerd of Business A Professional Regulation Building Codes and Standards Product Approval Application Detaff P.r I art 14=1 Mtn V"m Mm brow cardad Russell a Uperve mmmom al YJ ww*d admAtg FIC.AWaltil Alice sm Affmildon 2020 POT industries Jene Romrvid Wmff&D.0%9CCO-CER MtemFO.a 5=0-VAL iUMM20 i1Ka=20 11MV020 Approved CM.gpY:.-Yxnd"$ (941)488-0100. (7W 315-259) aabc+r.mn: ilullons )neereltlapgdnqusrl".c Cprt4t0enenalhed: C. "estion Mark a Listing an algl product social. Walker or Kuw B C tetlmlgte Ao z.YY out" L Desonant PnsMla 1 M)aaa hrAl Doan and FBndows Aluminum Wilats osrsmo Yes Yes Yes WA Florida Departmant of Business & Professional Regulation Building Codes and Standards Product Approval Appllication Detlrd p.p 1 of 2 10=1 Enift or Jilt eta aMe 181M Meat Yt[M9n ntutdalmr r caged ao9lou[ALlaott )hlldKw ad vandod Jhdmlm9 MC2aeobml APateltl RewNan ZD20 GAF Michell =Vh Rode Ne minen John W. Knes.tidr. PE OV A2020 0021n020 101OM20 12/1S2g20 Approved Cawgery: RodnO (400) 7064411 PE 5018g (OS4) 772J3Y24 shbceegi.r. A.M.a Wines maw how'"m CanplismpMdnod: Evaudlxn Repro fta ma Fiance ReoistorodArohlect or a Lowland Floods Prote"ims) Engineer gtiIaCAsEl'Wce Anoraveersew A29mmugLyslalm4t gum that Pteehhcl Mede. K ,*, r Yana a alf"a thidde HN¢ ababoad art 1 GAF Asphst Roof Shingles Fbrd.ss ream W34ob.Wrsnded.54ehand 1zM62022 No Yes NIA WA hipsidye saphab shingles Florida Daperlini" of Business & Professional Regulation P.p1 lit Building Cores and Standards 161=1 Product Approval Application Detail Mw1ww an au am pmdwa go TMWWr_dm Manuadurer mC�1 we it aor t u,rn.. Valk%W Me vd� thug a Fse AWWWO A�avAa awe RW9W 2D20 FladdaM*W Poidud4 env. CIO Jane$ James L. sensor pEa Steven M. Urkh. PE Or2 W20 0025=20 IQDW020 12MGM21) App-d Categang Raging (904) 704400 CROCK E.gineering (717) 3174454 subCwpgr. Rodng Aec"saiea that are an darkQlllamleo.dam PD--31242 Irte(FN Putattha R-Ingay M Cpriplla no Method; EVdudlon Report from0 Ftan . R isM A4dWAd a a Um "d Fronds 0 retl ere Prat Imam Engineer a» gino A TMICrWes Approved IN Use (g19eS gaatG 3Mt 3- FLAMOO Squa:RV to RidgeVaMBaud: Aluminum Rid(p Votes her~ rood feMrated 12I3 m.dNo Y dNO WAS Yam 0.025' Aum:wm Florida Department of Business & Professional Regulation Budding Codes and Standards Product Approval Application Detail page 1 d 1 1n5n022 2a Equal, or 20 21111 oftpmxNm 20 Iyss version blooldlizutal contact EDDIgswerIL lucarnes Validated ev Validated SYlmtAt FHCAnnmwl Approver( AftA uters Glass Rsvlaiun 2020 ABAmerican 9h and rhardo, Mite Barbieri Frank L. men P.E 1 royApwaf T Italian, P.E (y28I2020 10/15r2020 ti 12115=0 Approved 1ON2020 Codwry:-a-tio rs - (581)712-9882 PE-004664 (964)047-0860 aubc~iyStorm Panels mikeb®Wlamencarahute Gomptianoe Meared: Evaluabw Repatbarn. racom Florida Registered Architect or a Licensed Florida Piafese;o- W Engineer _ - Atrbrnvrl for Use Abmevmdfor Ur Instead GlN9A 3-0 product Model, Number or Miss* Product DeeerIpAlm Cantraat aftft"oa in HYHZ Qu(sWs HVN2 Reddont Presley I 24gaGalvanized Steel Storm Panels 24ga Galvantzed Sad Storm Panels 12f3112022 Yes Yen Yes WA Florida Department of Business S Prolentsionel Regulation Bulldirg Codes and Standards Product Approval Application Detail Pan$I art 6R4=21 r'2A agent am no Dft pjindm go Mtn Yevm 111-fieete fA= A gmaLLLWM )WWMW,AL MAW AaOmIIW racAgllmtms B M NM awn Rn'twon 2020 Wey►m»usor Rob Badwln ICC Evaiaatn S %4ce, LLC Ian Lahr, P.E. 0202=21 IanSM20 02MGM21 Approved cdeanw. amtrel Components (253)52444T6 4606) 839:1258 subCakpry: Engineered Lumbr 6(bwt.Belde9e QAaM1a Cempllanes Wished: E'uduWin Resort from a user.hsm pramet Emdumm En err teal )nMtgn alalALAtMrJAw Comore tlalfatlm hale A,,TMd fierl6ts AMfunnedfieltlt a)a1t$ fl1L mnyL IisMimnl a m BmMo! 1 Was- LVL ad.d Voner L u Last W mbar 03/ =11, No Yes NA RA 2 P.O.. Psi Persist Amend Lumber 03I312023 No Yes NIA WA 3 71mberStrend LSL Lamhs,ed Sland Wnibar 03M=3 hb Yes NA NA 4 TJ lam Bead MVCW W Composed Lumber or Oriented attend 03131=3 No yes NIA WA hoard Rim Bond 5 W"veh.susr Rim Band Oriented Shand Bawd Rim Bode 03131=3 No Yes NA WA Q 0 L_ � .V CU -0 (D a- � N -0 0 0 CU _-0 co .a C 0 L - = _0 0 .� (� -p�l�/ V L_ O �4/9"•?e O Q '.ems. C _0 .0 -,-. Vi Q Q a z z w J (U 7 T - ;, r J) i� s 71 J C1 '✓ n � j Uj Cn E z - CU o O L v O 2 CL 'naillosesself ICU M O L ICU W a z J Z Q J a SHEET NO. PA 10 IIRi ��R" I ITS IIIT I U I I � II l �'li�l'�� t��l�1P�'�II i ill�I I I I II��111T • Simpson Strong -Tie 2020 FBC Approved Products updated 12130/2020 For drect Inks to all SST approvals listed below, CLICK HERE For eddtbnal Information regarding Fldnda's Statewide Prodicl Approval bystem and Mami�de County Notice of Acceptance (NOA). CLICK HERE. FL#2355-R7 1" Product Model. Number or Name Product Descritdtlon 1 Titan Stainless Steel Concrete & Masonry Screw (TTN-SS) 1/4" diameter Titan stainless steel masonry screw FL#D589-R8 gee # RroduM Modal. Number or Name Product Description 1 SDI 0112DBB Outdoor Accents Conn ecmrScrew 2 SD9112, SD9212; S010112, SDI O212 Strang -Drive SO Connector Screw 3 SD9112SS, SDO2128S Strong -Drive SD Connector SS Screw 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw SDCF221134, SDCF221334, SDCF271958, SDCF272358 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong-Dr'Ne SDCP Timber-CP Screw SDCP221100, SDCP221134, SDCP271400 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 7 SDS25112. SD825134, SDS2.5200, SOS25212, SDS25300, SDS25312, SDS25412, Strong -Drive SDS Heavy -Duty Connector Screw SDS25500, SDS25600, SD6258M 8 SDS25112SS, SDS2520OSS, SDS25212SS, SDS2530OSS, SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw FL1110007-R8 1611111y-A Product Modal. Number OI Name Product Description 1 ATR3/8, ATR1/2, ATR578, ATR314 Threaded Rods 2 ATUD5, ATUD&2, ATUD9, ATU09-2, ATUO9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 3 BP3/6-2, BP1/2, BPI/2-3, BP5/&2, 1313518-3, BP314, BFW4.3, BPRTUD34 Bearing Plates 4 CNW3I8. CNIWIP2, CNWS/8, CNW314, CNW5/8-1/2, CNWSM-&8 Coupler Nuls 5 CTUD55, CTUD65, CTUD68, CTUD75, CTUD78, CTUD77, CTUD67, CTUDW CTUD97, Coupling Take -Up Device CTUD98,CTUD99 6 N3, N4, N5, N6 Heavy Hex Nuts 7 RTUD3, RTUD38, RTUO4, RTUD48, RTUD5, RTUDB, RTUD7, RTUDB Ratchetfng Take -Up Device 8 TUDO, TUD10 Take -Up Device 9 TUW38 Take -Up Washer ID URS3 3/8"Uplift Rod RunTiedownSystem 11 URS4 1/2" Uplift Rod Run Tledown System 12 URS5 518" Uplift Rod Run Tiedown System 13 URSB 314" Uplift Rod Run Tiedown System FL#10441-RS §W Product Model, Number or Name product Derscrlptlon 1 OTT2 Hold-down 2 HDC1014, HDC10122 Hold-down 3 H008, HHDQ11, HHDO14 Hold-down 4 HDU2, HOU4, HDU5, HDUB, HDU11. HOW Hold-down 5 HPA28, HPA35 Strap -style purlin anchor 8 LSTHD8, LSTHD8RJ Strap,*Ie hold-down 7 MASA, MASAP Foundation anchor strap 8 MPA132, MPA144 Strap -style purlin anchor 9 PA18, PA23, PA28, PA35, PA51, PA68 Strapstyle purlin anchor 10 PA118, PA123, PAI28: PA135 Strap -style purlin anchor 11 STHD10, STHDIORJ Strap -style hold -dam 12 STHD14; STHDI4RJ Step -style hold-down EM" Me Simpson Strong -Tie 2020 FBC Approved Products Updated 125M020 Fa d1 l Inks to of SST approvals Isted below, CLICK HER OwE For additional information regarding Florida's Statewide Product Approval System and Maori Dada County Notice of Acceptance (NOA), CLICK HERE. 21 LB series hangers Top flange hangers available in width of 1-9/16" and heights ranging from 5-318" to 15-18". 22 LBAZ series hangers Top flange hangers available in width of 1-9116" and heights ranging from 9-3118" to 13-118". 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from V X'to & 718"and heights ranging from 9" to 33-1/2'. 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-1 /4" to 6- 7/8" and heights ranging from 9" to 32-117'. 25 MIT series hangers Top flange hangers available in widths ranging from 1-9/18" to 5- 1/8" and heights ranging from 9-114" to 24". 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9/18" end heights ranging from 3-318" to 7-118". 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from I.9116" c, 7- 1/8" and heights ranging 9-1/4'to 32". SaaS Product Model. Number arName 1 ABA44, ABA44R, ABA46, ASA46R, ABA86, ABA66R 2 ABU44, ABU44R, ABU46, A81.148R, ABU55, ABU5.6, Al ABU66, ABU66R, ABU88, ABU88R, ABU1010: ABU101OR, ABU1212, ABU1212R 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABWll ABW7-7 4 AC4, A04R, ACE4, ACB, ACBR, ACES 5 BC4, BC46, BC4R, BC6, BC6R, BC8, BCS2-2/4, BCS2-M 8 CIl CB48, C848, CB66, CB86 7 CSSQ44-SD52,CBSQ4&SDS2,CBSQB&SD52,CBSQ88-5DS2,CBSQ8&SDS2 8 CC, ECC, ECCU Series 9 CCQ-SOS2.5, ECCQSDS2.5 Series 10 CPT44Z,CFT88Z,CPT88Z 11 EPB44A, EPB44, EPB46, EPBW 12 F-PS4Z 13 LCB44,LCB66 14 LPC4Z,LPC6Z 15 MP844Z, MP1 WZ MP888Z 16 PB44, P644R, P646, PB66, PB66R 1T PBS44A, PBS46. PBS88 18 PBVG, PBV10 19 PC44-16; PC48-18, PC48-18, PC84-18, PC88-18; EPC44-18, EPC46-16, EPC48-16, EPC8416,EPC88­18 20 PC4Z, PC4RZ, PCBZ, PCSRZ, PC8Z, PC8RZ, EPC4Z, EPC4RZ, EPCBZ, EPC8RZ. EPC8Z, EPC8RZ 21 PPB44-4Z; PPB44dZ 22 RPBZ FL#1OWS-R5 $44g Product Modal. Number or Name 1 FJA, FSA 2 FRFP 3 GH46-8, GH4&8, GH48-6, GH48-8, GH410-8, GH410-8. GH66-6, GH6&8, GH68.6, GH88- 8, GH610-6, GH810-8 4 GLB5A, GLB5B, GLB5C, GLB5D, GLB7A, GLB7B, GLB7C, GLB7D 5 GLDT512, GBLT812, GLST516, GBLT616, GLBT520, OBLTS20 6 HGLBA,HGLBB,HGLBC,HGLSD 7 HGT-2, HGT-3, HOT-4 8 UFPIOSDS3 9 URFP Product Daserction Adjustable Post Base Adjustable Post Base Adjustable Poet Base Post Cap Post Cap Embedded Column Base Embedded Column Base Baked column caps with W1 ranging from 3-1/4" , 0-1Z and W2 ranging from 3-5f8" to 7.112" Screwed column caps with W1 ranging from 3-114" to 9-1/2" and W2 ranging from 3518" to 7.1/2" Concealed Post Tie Base Embedded Post Baize Embedded Post Base Embedded Column Base Light Post Cap Moment Post Base Embedded Port Base Embedded Post Base Round Post Base Post Cap Post Cap Post Base Retrofit Post Base Product Doscrirrtlon Foundation Anchor Flat Retrofit Foundation Plate Girder Hanger Glulam Bearing Plate Glulam Bearing Plate Heavy Gluiam Bearing Plate Heavy Girder Tiedown Universe I Foundation Plate Universal Retrofit Foundation Plate - Simpson Strong -Tie 2020 FBC Approved Products Updated 1243012020 For dtteet Inks to all SST approvals Rated below, CLICK HERE ti For additional ksama on regarding F Wnda's Statewide Product Approval System and Mana43ada County Notice or Acceptance (NOA). CLICK MIRE. FL#1044G-RG Sea # Product Modal. Number or Norma Product Description 1 A21, A23, A33, A34. A35, A44 Angles 2 APA21, APA4, APAB, APVA21, APVA4, APVA6 Outdoor Accents Angles 3 APB44, APB44R, APVB66, APB66R, APS88, APB88R, APB1010, AP8101 OR. APVB44, Outdoor Accents Post Beam APVB44R,APVB66,APVBBBR,APVB88,APVB88R,APVB1010,AW8101OR 4 APDJT2-4, APDJT2R-4, APDJT2-8, APDJT2R-6, APVDJT2-4, APVDJT2R4, APVDJT2.6, Outdoor Accents Deck Joist Ties APVDJT2R-8 5 APHH40, APHH46R, APHH610, APHF161OR Outdoor Awal Heavy Hanger 6 APL4, APLS, APT4, APTS, APVL4, APVL6, APJT4, APVTS Outdoor Accents L and T Beam-to-Colurnn Ties 7 APLH24, APLH24R, APLH26, APLH26R APLH210, APLH21 OR Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CBT2Z; CBT4Z Concealed Beam Ties 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 11 DJT14 Deck Joist Tie 12 DS Dry Well Stop 13 FC4, FC6 Framing Clips 14 FWANZ Foundation Wall Angles 15 GAR; GA2 Gusset Angles 16 H2A, H2.5T, H8, H1OA-2, H1CS, H14, HGA10 Hurricane Ties 17 HCJTZ Heavy Concealed Joist Tie 18 1-11-14, HH6 Header Hangers 19 KBS1Z Knee -Brace Stabilizer 20 1_30, L50, L70, L90 Angles 21 LCE4 Post Cap 22 LS30, LS50, L870, LS90 Skenable, Angles 23 ILSCZ Adjustable Stair Stringer Connector 24 LSSJ26LZ,LSSJ26RZ,LSSJ28LZ,LSSJ28RZ,LSSJ21OLZ,LSSJ210RZ Field Adjustable Jack Hanger 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.56, LSSR210-2, LSSR410 Field Adjustable Sloperable/Skewable Hanger 25 LTP4, LTP5 Tie Plates 27 Ill M ll ML282, ML28Z, ML2107 Angles 28 MMH8 Root Tie-Dowr1 29 MMHC Hinged Roof Connector 30 MMLU26, MMLU26.2, MMLU28, MMLU28.2, MMLU210, MMLU1211, MMLUI39, MMLL9311 Face -Mount Hangers 31 RBC. RBCP Roof Boundary Clips 32 RST-3 Roof Tie -Down 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 34 STC; STCT, DTC; HTC4 Tnisil lips 35 TJC37, TJC57 Truss Jerk Clips 36 Z2, Z4, Z44 Panel Stiffener Clips Fil0447-RS Sea # Product Model. Number or Name 1 AHEP 2 DSC2R-SDS3, DSC2LSDS3, DSC5RSDS3, DSCSL-SDS3 3 G13C 4 HCP1.81, HCP2, HCP4 5 HHRC2-2, HHRC42, HHRC42-2, HHRC4/1.81, HHRC44, HHRC5.25M.25, HHRC5 37/3,12, HHRC68 6 HRC1.81, HRC22 7 LRU26,LRU28,LRU210,LRU212 8 1SU28, LSSU28; LSSU210 9 TBE4,TBE6 10 TC24,TC28;TC28 11 THA29, THA213, THA21 S. THA218.2, THA222-2, THA413, THA418, THAC418, THA422, THAC422, THA426, THA422-2, THA42&2 12 THAI1.81122, THAl2.06122, THAl2.1122, THA1222, THA1322, THAI3522, THA1422 13 THAL422,THAR422 14 THJA26, LTHJA26, LTHMA 15 THJM2-4SDS3, THJM2-5SDS3, THJU26, THJU28-W 16 TSBR2-24 17 VPA2, VPA25, VPA3, VPA35, VPA4 18 VTCR ® Simpson Strong -Tie 2020 FBC Approved Products Updated 12r30r-1020 For direct Inks to MOST approvals listed below, CLICK HERE For additional Into,. ation regarding FlWdes Statewide Product Approval System and Maml43ade County Nollae or Acceptance (NON. CLICK HERB. FL#tO45f►R5 AW Product Modals Number or Name Product Dissertation 1 BT, BTB. BTH Brick Ties 2 CMST12, CMST14, CMSTCIB Coiled Straps 3 CS14, CS16, CS18, CS20, CS22 Coiled Straps 4 CSHP18, CSHP20 Coiled Straps 5 CTS218 Compress-ronfrension Strap 6 OSP, SSP, TSP Stud to Plate tie 7 H1, H10A, H2.5A, H3, H6, H7Z, H16, H18S, H16-2, H16.2S Hurricane Ties 8 HGT-2, HGT-3, HGT-4 Heavy Gird erTied~ 9 HS24 Hurricane Tie 10 HSS2-SDS1.5, HSS2.2-SDS3, HSS23SDS3, HSS4-SDS3 Heavy Stud Shoe 11 HST2; HST3, HST5. HSTB Straight Straps 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 13 HTSQI BKTZ, HTSQ20KTZ Heavy Twist Strap 14 LFTA Light Floor Tie Anchor 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps 16 LST149, LSTI73 Straight Straps 17 LTB2D, LTB40 Bridging 18 LTS12, LTS16, LTS16, LTS20 Lig ht Twist Strap 19 MGT Medium GirderTiedown 20 MST27, MST37, MST48, MST60, MST72 Straight Straps 21 Ill MSTA12, MSTA16; MSTA18, MSTA21, MSTA24, MSTA3Q MSTA36, MSTA49 Straight Straps 22 MSTC28, MSTC40. MSTC52, MSTC66, MSTC78 Straight Straps 23 MSTC4863, MSTC6t3B3 Pre -Bent Snaps 24 MSTI26, MSTI36, MSTI48, MSTI80, MS'TI72 Straight Straps 25 MTS12, MTS18, MTS18, MTS20, MTS24C, MTSWQ MTS30C Medium Twist Strap 28 NCA2x10-12, NCA2x12-12, NCA2x&16, NGA2x10-16, NCA2x12-16 Bridging 27 RCW612, RCWB14 Wall Bracing 28 RPS18, RPS22, RPS28 Repair Plate Strap 29 RSP4 Stud to Plate Connector 30 SP1, SP2, SP4, SP6, SP8 Stud Plate Tie 31 SPH4, SPH6, SPH8 Heavy Stud Plate TO 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 33 ST9, ST12, ST18, ST22, ST292, ST2122,. ST2115: ST2215, ST6215, 8r8224, STe23e Straight Straps 34 TB20, T627, TB30. T1336, TB42, TB48, T854, TB56, TB60 Tension Bridging 35 TWB10, TWS12, TWB14 Wag Bracing 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedowrn 37 WB100, WB108C, W8128, WB126C, WB143C Wall Bracing ,Fib: IN Product Descriotlon 1 C13H2.37x5.5, CBH2.37x7.83, C13H2.37x9.75 Adjustable Hip -End Connector 2 DU, DHU, DH UTF series hangers Drag Strut Connectors Gable Brace Connector Hip Comer Plate 3 HGU3.63-SDS, HGU5.25SDS, HGU5.50-SDS, HGU5.62SDS, HGU7.00-SDS, HGU7.25- Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 4 HGUS series hangers HQ Ridge Connector Rafter Hanger 5 HHGU5.25SDS, HHGU5.50-SDS, HHGU5.62SDS, HHGU7.00SDS, HHGU7.25-SDS, Light Slopeable/Skewable U Hanger HHGU9.00SDS Truss Bearing Enhancer 6 HHUS2&2, HHUS28-2, HHUS210-2, HHUS46, HHUS48, HHUS410, HHUS5.50110, Truss Clip HHUST25/10 Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Adjustable Truss Hanger Sized for Womis Skewed Truss Hanger Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU28.2, HTU210-2 Multiple Truss Hangers 9 HU, HUC series hangers Truss Spacer -Restraint Variable Pitch Con nectiors Valley Truss Clip 10 HUCQ1.81/9-SDS, HUCO1.81/11SOS, HUCO210-2SOS, HUCO210S-SOS, HUCQ310- SOS, HUC0410-SDS, HUCQ412-SDS, HUCQ5.25QSDS, HUCQ5.25111SDS, HUCQ810- SIDS, HUCQ812-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 1243o12o20 Fa dr t Inks to ail SST rovals listed below, CLICK HERE ec ePP Fa additional information regarding Flail Statewide Product Approval System and Mam-Dade County Naioe of Acceptance (NON, CL ICK HERE, FL#114ti8-RS JW Product Model, Number or Name Product Descriotlon I HHUS210-3, HHUS210-4 Joist Hanger 2 HRSB, HRS8, HR512 Step Ties 3 14UOQ210-2-SDS, HUCQ210.3-SDS, HUCQ310-SDS Joist Hanger 4 THGB2, THG63, THGBF 2, THGBH3, THGSH4 Joist Hanger 5 THGQ2SDS3, THGQ3SDS4.5, THGQH2SDS3, THGQH3SDS4.5, TH001-14SOS8 Joist Hanger 6 THGW33, THGW34, THGW4-3, THGW4-4 Joist Hanger FL#11478-R5 12" Product Model. Num bar or Name Product Description 1 CETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 H18, H18S, H75-2. H18-2S Hurricane Tie 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 5 HETALI2, HETALI8, HETAL20 Embedded Truss Anchor 6 HGAM10, HMO Masonry retrofit connectors 7 HHETAI6, HHETA20; HHETA24, HHETA40 Heavy Embedded Truss Anchor 8 LGT2, LGT3.SDS2.5, LGT4SDS3 GirderTledown 9 LTA2 Lateral Truss Anchor 10 META12, META16, META18, META20, META24, META40 Embedded Truss Anchor 11 MSTAM24, MSTAM38, MSTCM40, MSTCM80 Strap Tie for Masonry 12 MTSM16, MTTSM20, HTSM16, HTSN120 Twist Strap for Masonry FL#11498-RS za" Product Modal. Number or Name Product Description 1 DTT1Z Deck Tension Tie 2 HD12; HD19 Baked Holdowns 3 HD38, 11058, HD7B, HDOB Bolted Holdowns 4 14TT4, H775, HTT5-314 Tension Ties 5 LTT19, LTT2OB, L71­131 Light Tension Ties FL#13628-115 AllProduct Modal. Number or Name Product Description 1 SB5/8x24,SB718x24,SS1x30 SBAnchor Soft 2 SSTB16, SST820, SSTB24, SSTB28, SSTB34, SSTBW, SSTB1 BL, SST820L, SSTB24L, SSTB Anchor Bolts SSTB28L FL#f3872-R4 Sea X Product Model. Number or Name 1 CMST12, CMST14, CMSTCI6, CS14, C518, C518, CS20, CS22 2 HRS6. HRS8; HRS12, FHAB, FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI26, MSTI36, MST148: MSTI60, MSTI72, S1MSr27, S/MST37, SIMST48 3 HTS16, HTS20, HTS24, HTS28; HTS30, HTS3OC 4 LSTA30, LSTA30, LSTI49, LSTI73. MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 6 LSUSH3.25, SUBH3.25, MSUBH3.25 7 LTP5 8 LTS12, LTS16, LTS18, LTS20 9 MSTA30, MSTA36, ST0215, ST6224, ST9, ST12, ST18. ST22, MSTC28, MSTC40, MSTC52 10 MSTOSB, MSTC78, ST8238 11 MT512, MTS16, MTS18, MTS20; MTS30, MTS24C, MTS30C 12 SM1.56, S/81.81, S/B2.06, S1B2.37, SW.56, S1B2.88, SIB3.12, S/B3.56; S/B3.62, 81134.06, SIB4.12, S1B4.28, S164.75, SJB5.50 13 SIBA2.1218, SIBA2.12J10, SIBA2.12/12, &BA2.12M4, S/BA4.18/8, SMA4.18/10, SIBA4.18/12, MA4,18/14 14 S1H1A 15 S/I-IDBS, SHD8B,SHDIOS. S4101013, SIHOISS,&"0158 18 S1HDL14, SIHDU6, S/HDU9, S/HDU11 17 &JC'T, SHJCT Product Description Coiled Straps Straps 97 me (12 ga) Heavy Twist Straps Straps 43 mil (18 ga) Straps 33 mil (20 go) Bridging Connector Lateral Tie Plate Light Twist Straps Straps 54 mil (16 go) Straps 68 mil (14 go) Medium Twist Straps Top Flange Joist Hangers Top Flange Joist Hangers Hurricane Tie Holdowns Holdowns Joist Hangers Product DOWIIotion Concealed hangers Face -mount (DU, DHU) and top flange (DHUTF) hangers available in widths ranging from 1-9/18" to 3-W18" and heights ranging from 9-1/8" to 23-15116". Face -mount hangers Face -mount hangers available in widths ranging from 1.5/8" to 7- 3W and heights ranging from 5-5/16" to 12-718". Face -mount hangers Face -mount hangers Skewed face -mount hangers available in widths ranging from 3. 118" to 5-1/8" and heights ranging from 4.314" to 15-314". Concealed flange version (HSURC, HSULC) available for ail double Valid 4X models; only acute flange is concealed. Face -mount hangers Face -mount hangers available in widths ranging from 1-9/1610 7- 112" and heights ranging from 2.718" to 19-IM". Concealed flange version (HUC) available for all models having width equal to or granter than 2-9/16". Face -mount hangers Simpson Strong -Tie 2020 FBC Approved Products Updated IZP3W 020 For drect Inks to ell SST approvals listed below, CLICK HERE Fa additional information regarding Florida's Statewide Product Approval System and Marnl County Notice of Acceptance (NOA), CLICK HERE, 18 SfWV1.56, 51LBV1.81, S/LBV2.06, &LBV2.37, S1LBV2.56, S/LBV2.68, S/LBV3.12, Top Flange Joist Hangers SILBV3.56, S/LBV3.62, S1LBV4.06, S/LBV4.12, S/LBV4.28, SILBV4.76, SILBV5.60 19 SILTT20, 5/DTT2Z, SIHTT14, HTT4, HTT5 Holdowne 20 SIMSTu30, SIMST72 Straps 118 mil (10 ga) 21 SP4, SP6 Stud Plate Ties 22 SSP, DSP, TSP Stud Plata Tea 23 STC, DTC Truss Clip 24 TBD22 Truss Brace Diagonal 25 TJC37 Truss Jack Connector FL#t3904-R5 bodil Product Model. Number or Namo 1 OCQM3.82-SDSHDG, CCQM4.62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3-62-SDSG, CCTQM4.62SDSG, OCTOM5.50-SDSG, CCCQM3.82SDSG; CCCQM4A2-SDSG, CCCQM5.50-SDSG 2 ECCLOM3.62G4KT, ECCLOM4.62G.KT, ECCLOM5.50G-KT, ECCLLQMQ3.62G-KT, ECCL1_QMD4.82G-KT, ECCLLOMD5.500-KT, ECCLROMD3.62G-KT, ECCLROMD4.62G- KT, ECCLRQMD5.50G-KT 3 HGUM5.25, HGUM5.50, HGUM7.00, HGUM7.25, HOUM9.00 4 LGUM26.2, LGUM26-3, LGUM26.4, LGUM28.2, LGUM28-3, LGUM28.4, LGUM210.2, LGU1l LGUM210-4, LGUM46, LGUM48, LGUM410 5 MBHA3.1219.25, MSHA3.12111.25, MBHA3.56I7.25, MBHA3.56/9.25, MBHA3.56/11.25, MBHA3.56111.88, MBHA3.5614, MBHA3.56116, MBHA3.58N8, MBHA5.5017.25, MBHA5.5019.25, MBHA5.50/11.25, MBHA5-50111.88; MBHA5.50r14, MBHA5.50/18, MBHA5.50I18 6 MBHU3.56/9.25, MBHU3.5601.25, MBHU3.5&11.88, MBHU3.56114, MBHU3.58/16, MBHU3.56/18, MBHU5.50/9.25, MBHU5.50111.25, MBHU5.50/11..88. MSHU5.50/14, MBHU5.50/16, MBHU5.5O/18 FL#13975-R8 Sil Product Model, Numbar or Name 1 SDW22300, SDW22338, SDW22438, SDW22458, SDW22500, SDW22600, SOW22638, SDVO2634 2 SDVJC15450. SDWC15800 3 SDVM19300DR SDWH19400136, SDWH10WODB, SDWH10800DB, SDWH191000DB 4 SOWH274000, SOWH278ODG; SDWH27800G, SDWH271000G, SOWH27120OG 5 SDWS16212, SDWS16300, SDW516312, SDWS16400 e SDWS19800, SDVVS1971Z SDWS22400,SDWS=5O0,SDWS22512, SDWS22600. SDWS22800, SOWS22900, SDM221000, SMVS221100, SDWS221200, SDWS221500 7 SDWS223000B. SDWS22400DB; SDWS2250ODB, SDWS22800DB, SDWS22800DB, SDWS2210000e 8 SDWS22312DBB, SDWS22512DBB 9 SDW52730OSS, SDWS2740OSS, SDWS2750OSS, SDWS27000SS, SDWS27800SS, SDWS271000SS, SDWS27120OSS 10 SDWV13400 11 STN22 Product Description Masonry Pier Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers Masonry Top Flange Beam Hangers Masonry Beam Hangers Product Description Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Strong -Drive SDWC TRUSS Screw Strong-DriveSDWH TIMBER-HEXSorew Strong -Drive SDWH TIMBER -HEX HOG Screw Strong -Drive SOWS FRAMING Screw Strong -Drive SOWS TIMBER Screw (Interior Grade) Strong -Drive SOWS TIMBER Screw (Exterior G rade) Outdoor Accents Structural Wood Screw Strong -Drive SOWS TIMBER SS Screw Strong-Dr"SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer FL#15363-R3 §01 Product Model. Number or Name Product Description 1 AS 16, AS 1855; AS 18S8 18 ga. Truss Plates 2 AS 20HS 20 ga. High Strength Truss Plate 3 AS-20 20 ga. Truss Plate 4 ASHP Hinge Plate Connector FL#15730-R4 j Product Model. Number or Name Product Desordation 1 IT -HP Adhesive Anchor for concrete 2 GAC, GDP, GDPM-50, GDPM-75, GOPM-100, GDPS, GW-50, GW-75, OW-100, GTH Gas -actuated fasteners and assemblies 3 POPA, PDPA-K, POPA-MG, PDPAT, PDPAT-K PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners threaded studs, and assemblies PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PIRHA4 4 SET-3G Adhesive Anchor for concrete � Simpson Strong -Tie 2Udated 12l30l1020020 FBC Approved Products P Fa direct Inks to all SST approvals listed below, CLICK HERE For additional Information regarding Florlda's Statewide Product Approval System and MOM -Dade County Notice or Acceptance (NOA), CLICK HERE 11 HUS, HUSC series hangers Face -mount hangers available In Welths ranging from 1-&T to 3. 9116" and heights ranging from 4-5/18" to 11". Concealed flange version (HUSC) available for models having width equal to or greater than 3-9116". 12 IUS seises hangers Face -mount hangers available in widths ranging from 1-7/8- to 3. 5/8" and heights ranging from 9-1/4" to 16". 13 LGU3.25SDS, LGU3.63SDS, LGU5.25SOS Fare -mount hangers 14 LU24, LU26, LU28, LU210 Face -mount hangers 15 LUC26Z, LUC21 OZ Face -mount hangers 18 LUS series hangers Face -mount hangers available in widths ranging from 1-9/16 c, 4 518" and heights ranging from 3" to 10-15116', 17 MGU3.e3-SDS, MGU5.25-SDS, MGU5.505DS, MGU5.e2-SDS, MGU7.00-SDS Faoe-mount hangers 18 MIU series hangers Face -mount hangers available in widths ranging from 1.9/16 0 5. V8" and heights ranging from 6-15116" to 19-10. 19 MUS28, MUS28 Face -mount hangers 20 SUR. SUL. SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 9/16" to 3-9/18" and heights ranging from 3-1nB'to 13-T4". Concealed flange version (SURC, SULC) available for all double 2X and 4X models; on ly acute flange is concealed. 21 U series hangers Face -mount hangers available in widths ranging from 1-9116" to Wand heights ranging from 2-5/6 c, 11.114". FL010667-R6 yRW Product Model. Number or Name Product Descrirrtlan 1 BA series hangers Top flange hangers available in widthe ranging from 1 -9116" to 7- 1/8" and heights ranging from 7-1W to 301. 2 DGBF series hangers Top flange hangers available in widths ranging from 3-5J8" to 7- 1/8" and heights ranging from 9-1/4" to 24". 3 DGF seriss hangers Top flange hangers available in widths ranging from 1-1/Z'to 3- 518" and heights ranging from 7-114" to 24". 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3/4" to 3- W" and heights ranging from 9-1/4" to 24". 5 EG5, EG7, EGO series hangers Top flange hangers available in widths ranging from 5.114" to 8- 7/8" and heights ranging from 11"to 32-1/Z', 6 EGQ series hangers Top flange hangers :available in widths ranging from 3-518" to 7- 1/4" and heights ranging from 11-1t4" to 32". 7 GLS series hangers Saddle hangers available in widths ranging from 3-1/4" to &7/8" and heights ranging from 8-1/2" to 28". 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1 W' to 7- 1/8" and heights ranging from 11" to 32'. 9 HB series hangers Top flange hangers available In widths ranging from 1-9116" to 7- 1/2" and heights ranging from 8" to TP, 10 HGLS series hangers Saddle hangers available in widths ranging from 5-1/4" to 8-7/6' and heights ranging from 10-1/2'to 2W. 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114" to 8- 7/8" and heights ranging from 7-1/7'to 32'. 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1 X' fo 7- 118" and heights ranging from 14" to 33". 13 HIT series hangers Top flange hangers available in widths ranging from 2-5/19" to 3- 9/16" and heights ranging from 18" to 26'. 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-1/8"to 3-9/18" and heights ranging from 5-318" to 13AIS'. 15 HUTF. HUCTF series hangers Top flange hangers available in widths ranging from 1-9/1&' to 5- 1/2" and heights ranging from 3-7/16" to 15". Concealed flange version (HUCTF) available for all models having width equal to or greater than2-9 W. 18 HWP series hangers Top flange hangers available in widths ranging from 149/1 Ei'to 7- 118" and heights ranging from 5-318" to 28". 17 HWPH series hangers Top flange hangers available in widths ranging from 1-W16" to 7- 1/2" and heights ranging from 5.318" to 32'. 16 ITS series hangers Top flange hangers available in widths ranging from 1-9/18" to 3- 5/8" and heights ranging from 9-1X'to 16'. 19 JS series hangers Top flange hangers available in width of 1-9/18" and heights ranging from 5-318" to7.114". 20 JBA series hangers Top flange hangers available in width of 1.9118" and heights ranging from 9-3/18" to 13-118". Updated 12lb0/2020 Simpson Strong -Tie 2020 FBC Approved Products P P 9 PP ® For al l Inks to all SST approvals listed below, CLICK HERE For additional information regarding Flail Statewide Product Approval System and Marri-Dade County Notice of Acceptance (NOA), CLICK HERE. 5 SET-XP Adhesive Anchor for concrete 8 Strong -Bolt 2 (ST132; ST82.4SS, ST82-OSS) Strong -Bak 2 Wedge Anchor for concrete available in carbon steel and Types 304 and 316 stainless steel 7 Titan HD (THD-H, THD-HMG, THO-H4SS, THD-H8SS, THD-CS, THD-CS6SS) Titan HO Heavy Duty Screw Anchor for concrete and masonry available with hex head In carbon steel and Types 304 and 316 stainless steel, or with countersunk head in carbon steel and Type 316 stainless steel 8 Titan HO Rod Coupler (THD37634RC, THD50934RC) Titan HO Threaded Rod Coupler for concrete 9 Titan HD Threaded Rod Hanger (THDB25158RH, THDB37158RH, THD37212RH, Titan HO Threaded Rod Hanger for concrete THD50234RH, THD10212RH) 10 Wedge -All (WA) Wedge -All Anchor for masonry FL#t8230-R8 2 Product Model. Number or Name 1 AT-XP 2 ET -HP 3 SET-XP 4 Strong -Bolt 2 (STB2) 5 Titan 2 (TTN2) 6 Titan HD (rHD.H4SS, THD.H6SS, THD-CSSSS) 7 Titan Turbo (TNT) FLlinM7-fi3 $W Product Modal. NUM ber or Name 1 X3481018-SK,X1S1016.X181016.4K,XQIS1018,XW8101&4K 2 XLQ1I4T1224, XLQ 1 14BI 224-2K 3 XMQ114S1224, XMQ1 14B I 224-2K 4 X0114S1224,X011481224-2.5K X114S1224,)0112S1224,X0712B1224-2K 5 XU34S1016, XU34B1016.5K FL#38320-RO I Product Model. Number or Name 1 DSSCB43.5, DSSCB46, DSSCB48, DSHS 2 FCB43.5, FC845.5, FCB47.5, FCB49.5, FC8411.5 3 FPHSD34S1018,FPHSD34B1016,FPHSD34B1018-5K;FPHSD34S1214, FPHSD34B1214, FF'HSD34B1214-5K 4 LSFC2.25, LSFC4.25, LSFC825, SFC2.25, SFC4.25, SFC6.25 6 LSSC4.25, LSSC8,25, SSC2.25, SSC4.25. SSC6.25, MSSC2.25, MSSC4.251 MSSC6.25, MSSC4.25KW, MSSC6.25KW 6 RCKW3, RCKW5.5, RCKW7.5, RCKW3S. RCKW5.6S 7 SCB43.5, SCB45.5, S0647.5, SCB49.5, SC6411.5, MSCB45.5, MSCS47.5 8 SCS32-SQ7, SCS62-5/97, SCS62-&l18. SCS82-5/118 9 SCW3.25, SCW5.5 10 SJC8.25. SJC10.25, MSJC8.25, MSJC10.25 11 SSB3.518 12 XLSH34BI 414. XLSH7881414 13 XQ1S1010. X01B1011l X01S1214, X0121214-3.5K, X07861224, X078812243K, XQ1I4S1224, X0114B1224-2.5K, XQ112S1224, XQ1I2B1224-2K, X3461016-5K, X1 S1018, X1 B1018.4K, X1 S1214, X181214.3.5K Product Description AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Adhesive for masonry SET-XP High -Strength Epoxy Adhesive for masonry Strong -Bolt 2 Wedge Anchor for masonry Then 2 Screw Anchor for Concrete Then HD Heavy -Duty Screw Anchor for concrete available in 304 or 316 stainless steel with hex head, and 316 stainless steel with countersunk head. Titan Turbo Screw Anchor for concrete or masonry Product DoWrIption #10.10 Strong -Drive XMebal Self -Drilling, Tapping Screws with #3 Drill Point #12-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping Screws with ill Drill Point and Large Diameter Hex Washer Had #12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, Tapping Screws with #6 Drill Point and Medium Diameter Hex #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with 06 Drill Point #10-16 Strong-DriveXU Metal Se# -Drilling, Tapping Screws with #1 Drill Point f Bypass Framing Drift Strut Connector Bypass Framing Fixed -Clip Connector #10-18 and #12-14 Strong -Drive FPHSD Framing4o-CFS Self - Drilling, Tapping Screws Steel Framing Connector Steel Stud Connectors Rigid Knee Wall Connector Bypass Framing Slide -Clip Connector Bypass Framing Connector Head -of -Wall Side -Clip Connector Steel Joist Connectors Bypass Framing Slide -Clip Strut Connector #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping Screws 410-16: 412-14: and #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws Cn OL U L i� � O 0 CU CU O cu C O � O O U_ O .� cn N O }a ll Q _C RCS 1r- , U) Q Q W J Z;a C-4 try i Q (- -C _ � S p c- f in Z ^W W/� i V `CU 0 0- U 0 n CL SHEET NO. PA 1.2 k1&r,na rs. MIA Dula. ImaDVOCTCONUOLSECTMN 1IM5 SW26'Sa mile Bo=208 DUAIt'IAMMC aP TORY A" iicaetCMC g=) Miami, Faadh:33175-2474 aQ&1MAXD a a r aivm r T V9613h3-1W F CIM 31s-2s49 NOTICE.OFACCEPTANCE (?BOA) •k•• + •• PGTI, Inn. 1470 Techn 3Ttiv% Nortk Venk*, lFL 34275 Sc:orm. M=NQAssU=gnWedtho applicoblendesandregonum jpvamiagtheuseofton*nctiouThe doca+mm%*onsubm edbasbeenwwew"and wcegotedbyM D CouptyRERPtoduetCamSettionoo beased in AfianiDaderAmmyand otbernraswhem i llowedbyih a Andaor#gHavingJuai an(AKr . . "ihis.I" "d mUnotbevalidahwihe asdatesbtedbehm ne I)&deCandyProduct.ChiSec" (Ia i Dade Cowty).m &"&e AM (ia asmottm&S:i4h.nuDade Cowaty),mserve the sight to have this pac�rttar maw far gtaa>ay aa�cep_ Ifmiarpsadatd or ma>a'sialfatls to pe�ctmm tree a ecegtead !fiet,lhenumeaabtzrwiRi1m*eexpeowofsuchtntingandtheAlUn"inumadialdytevbke,modify,or m4wnd the.use of owh'proded at inaftdal within du* jurisdiction. RER >emrm the right to fevolm ibis acaW we,ifit.iadeWnuinMbyMimt:%DadeCouclyhodwtCo�lSec icmdWthispwdwttormeteddfails to meet rite �tr aftfae appTiCabie brac'ldimg code: Ihiapmdeactiaappove+dans dhemisnandhmsbwadmpedtoemply.wiih&eFloridaBmMmgCode, gthe High V'rksgtyHnz�me?�im DES+CRIPT ION: sni4 s-567tt1rw i iaapi mdog Gbm Dow. (Itcieforced) whso:-W & 13.0 cmws.-7-mL AMQ ALDotctfNT: D> .gNo MD-SMA Inv& Used 4v:tyi Gh= NaA> 1 21 of 21, prquiredbynummbdurer, dried 10V5115 and Est reed on (P.01121, signed and se ded by A.LymaMiler, P_E.,bearing at DadeCoaatyProdadControl R,evnions wVvoiththe N000e-of AAcMccce�epFF#ffatt"n:�t�m err.a+idea}awtionddebythe1 �n�-Dam"d��,e�Cand`yrhvdwtC�}oatrsdSechm MBSUZ iKF� Chi. 1 RATLNV: Larr n�aa-R Trod m#' L>�ttifaabs: 1. See table I(sheet7)and able 2( tp)forapplicableSGD unitaizm design Pia wk&=anenfttY^ t' vypes* a Aser (see tables B-1 & B-2;sheets 74) aid: awb r layout Ax4ft nquir twits in 1 I ttuu 16_ 2. Rigid luhi a PVC, Tan (K4m-w ) Rigid PVCas4Brw m coal (?&in%dorlaani w Rigid PVC to be labeler# per sej�seaeeclROA .s tequ-1 3. Epessoperable- nloois=*- comply widtmindear wiftach+eodperFBCnequirementaswphcable. 4~ Pocket walls sander sep race app ovat to be nvim edby afficial L_tBnxqG: Rachunit bear ap ttlabel with the n7fa ttet's>daane or logo, eity, stage and series #urd following -A� Iade Cwa yProdwtCcftWAppoved-,noiedherein- RKNEWALof tf isNOA Aall be emsdeeda gm a temwai appl=dm hn beenIRed:amldterte bm beeaao than in rite app ebu"mg code ly a&d" the peafam mee otdns p ukm:t TERME:'AnoNofthisNt1AwMoaraftertfrerezpirstix:ndaieterift 'hsabeegamvisiimorchangeinthe main la,use,aaxd"m K*a9t0fd*prpductorprgaewwwwseofmisN46t+1as.atteadossen*dofanyproduM -rai39les, ails cu.maayrottaixputpoaes niatm a111rie teffii$NOA Faikacetrr,cxtmpplyiovithaay motion oftbis NOA sbMbe rinse fort andxenwvalofNOA. AD'iTRT��T:Thal+tOAnumbergwA&dbyttaewor&mx=-Dadecandy,k s;ndfonmwdbpjhr e iaatioadaft =ybe yerlinadveiftmglaenduw_ IfaoypostionoMe-NOAisdispkyed, then it shall be daube is � . INSIPEC ION: A:copyofdiisea*eNOAsWbepwvidbdto *e=wby*enwnWkd=rorA&diskfttmand shatlbe avadable l' w nispecbw4 at dueA Ste state tequestofflieBuddiagOfficial. 'ibis NOA rerises & renews NOA#2 29.95 and consiste of "pap 1 and cepaes E-1, E-2,1r3, E4, E-5 & E"6 as well as approval docamerit umsfilowd above*. The wubmin ed donzaerrution was mviewed by Isb ag-1 Ciaaads, PX_ NOA No. 23-Kl6.@3 Expiration Datet. Apa�ia 14,1926 • 1 +f n Approval DOU.-Mareh 25, .021 Pagel, 1PGT1ndnstri&% lac.. No ICE OF ACCEPTANCE: E4`IDENTE- SUBBUFM 2. Evidence wed umder previous ttbuktal A: DRAWINGS 1. Drawing No. MD-55W.0 Rev B, titled "Vinyl Sliding Glass Door NOA (Lh+J}", sbeets I throes 21 of 21, p Vaned bynnatifticturer, dated 10105115 and fast revised an 04t22120, signed and sealed by A_ Lys► Miller, PE. B. TESTS 1. Test mitts am 1) AirinfiltmioaTest, per FBC, TAS 202-94 2) Undani Static Air Frame Test, Loaditagper FBC, TAS 202-94 3) Water Resnb= Test, per FBC, TAS 202-94 4) Large KISSile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pie Ltiadingper FBC, TAS 203M alai with mad md-W dmvinp and Waollation diagm ofall PGT Iiadustties, Inc.. sepresertt �p aanve-=ft listed below and testested tot_ga�ali yDowd 7+91 -andDewA 9'83 �, prepared by F Testing LaboWccy. Inc., Tea Rqpmft No-: FTL-7W7, PGT PQd5520 PVC F xed Windo w (man 5 a p mpmd), dated (19/03114 F17I,20-2107.1, PGT SGD780 Alummutm Sliding Gams Boor (c * 7 is g F IL 20- 2107.2, PGT CA740 A.brua. Ou&W4 Cat Arindow (unit 9 in p asaf) FTL-20- 2107.3, PGT PW76M Ahimiu ma Fued Window (unit 9 m p Wow and FTL-20-2107.4, PGT PW7620A Ahnniw= Fixed Window (unut 10 inpre al) dated 07/13M all sued and sealed by Idalmis Ortega, PI_ C. CALCULATIONS 1. AucW Vec4citim cakp—Lihm and. structlual a alysis, covV1yiog With TBC 76 Edition (2024 dated 04122120, prepared by sued. and sealed ' by AntbodnyLyba er; P-E- 2. Gbzing complies with ASTM E1300-84, -00, -12 and 4..6: D. QUALITY ASSURANCE Miam:i-Dade Department of Rgpbtoty and Economic Rmwces XER.j: E. 1ATERiAL CERTIFICATIONS 1_ Arouse of Acceptance No.19-ii3#5.02 issued toKnrarac Ate, Inc. fortheir " TraaifoU lAft adear, Clear, and Color P%7B Glass Inawkyerf" expo rig on 07A38a24. 2. N#tr of Acceptance No.17-0805.02 issued toKuraray America, Inc. fortheir "Smtr.vGbL* (Clear and ) Glass Intba rh ens°', cpmng on 07/04/23. 3- Notice of Acceptance No. 18-110&10 ivied to 3%n Extrusions Limited foe this .grown Coated (Painted or Lamimted) Whi to Rigid PVC Exterior -Extrwim for Windows and Doers", -dingVa on 0950124. 4. Notice of Acceptance No.19-1106.11 issued to Vosion Extrusions Lim for their series -1-E 1000 Tan 202. and 8firreir shades (Nana-Whik-) Rigid CeWar PVC Exterior Eatruskw forWhideovvs and Doors", miring on 12Mt21_ Z k iaisiq X Chagas, P.E. Frodw—conical [salt sa issr NOA 1ro.1.1-8209.93 . EapicationDow April 14, 2226 Approval Daw. U*rth 25,1021 E -4 -0--0 Cl) C _ U PGT Industrie% hw. PGTdies,Inn, LO �--• Cp 'a 2NOTICE OF. ACCEPTANCE: EYMENCE SUBMITTED PGT Udrrstrits. isr. NOTICE OF.ACCEPTANCE: E4'1DENCE SUBMnMrED N Q a) CU I. Evidence- ssbt dod under pre Traits N0A NOTICE OF ACCEPTANCE: E %7l DENCE SUB3Uf TED D. QUALITY AS�CE - � j (D eU � - }? Cn A. DRAWINGS B. TESTS (continued) L Miami Dade of Regthtmy and RrsaiYrcaes (REK)_ (v -v UO -0 _a mt 1. Maicturtes 4ie drawings and s�ecSuns. 5. Text repod o n 1) Air � Test, per FBC, TAS 202-94 a 2 t_ L 0 N (Srrbmin'ad underl' OA Na 11-01 d Z 04) 2) Umfammt Static Air Pseswe Test, per FBC. TAS 202-94 E. MATERIAL CERTff ICATIONS C O 2_ Drawing No. IUD-S570.0, uiyi (i�Ij dmb 1 titTed'"V Glass ikwrNOA ", 3) WaterRes Resistance Test, per FBC, TAS 202-94- L Notion ofA No.15-452&14 issued to Vision Fri +ljm ted feor�their M p �«_� cti through 21 of 21, prepared by zoanufactura, dated 1W115, with revision A dated 4) Latrge Missik Impact Test per FBC, TAS 201-94 ° tt'hke Rigid PVC Exterior Extrusions for Whide ws and Doors", dated W13/15. . C ,� M C)04105/17, signed and seamed by A_ Lynn. , PE. 5) Cyclic Wind Presswe Loadingper FBC, TAS 203-94ri g an W 30/19. � a) L � ) FoKzd Test, Per FBC, TAS202M 2. Notice of A ;nce No. I6-0920.08 issued Ito V Eumsion Limited fe�their "`t'E - � � � Q B. TESTS aloaog with n a lloed-W d awirip and ingallation diagrmi of vinyl diding glass d occ prepared 1009 Tau 201 and lighter Shades (N9n-*W*) Reid PVC'Exterior Eat vans tar F— U) Q L Test repaaton 1)`Uaifrnm Static Air Pkssure Test, perFBC_ TAS 202- 94 Feraeshation Testing Lab, Inc. Tea Report No FTL 8549, dadect 11/Ob%15, and Windows and Doors"; dated I2108116, expiring. on.12129121- 2) Luge Mmle bmpadtTest perFBC, TAS 201-94 sealed by idalmis F. E. (T� report revised an 12104115 and 02n i116) 3. Notice o A arose No.15-052&15 ismied to Vision Ext Limited fortheir ` 3) Cyclic rind Pressure L per FBC, TAS. 03-94 6. Test report an 1) Air Tuffitrafton. Test; per FBC, TAS 202-94 3rown Coated (Paatted or Lamkated) White Rgpd PVC Exterior ExtraAms for AkW gib .-rip drawings m d mftftm diagram ofvutyl dmlmg glass +door, p epmed 2) Uniform Static Air Pressure Test, per FBC, TAS 202 Winilows and Doors % dated L'13/'15, aq iring on 09130f19. by Feriestation Testing Late, Inc, Teat Report FTL g717..dated 12A7115, steed and . 3) Water-Resistwee Test, per FBC; TAS 202.94. 4. Notice ofAcmptance No.1"712.02 issued to.ENERGI Fenestration Sokfi ms USA, semi by ldaknis,Odcga, P. E: ('rest -.report wvisecl oR 02115116 dad 02)24 o) 4) large � Impact Test per FBC, TAS 201.94 Inc. elan their 'TAN 3#i411 and 'Shaer (Non -White) ej Rigid PVC Exterior 2.. Tnst report an i) Aar Ind Test, per FBC, TAS 202-94 Sj Cyclic Wind Presses Loadurgper FBC, TAS 203-94 Extrusions for Vkkdewws and Doers staled 09t`15/16, na g on 0 12L Unif+aml Static Air Piessum Test, per FBC, TAS 202-94 at with -W dry and installation diagram of virryl sliding glass door, Prepaid 5_ Notice ofAcceptance No-1"712.0# issued to ENERGI ForstratimSeMons USA, 3) Water.Readowe Test, per FBC, TAS M-94 by Fmawsm Te ttimg Lab, Ise., Ter Report Na. FTI. 8552, dated 1VM5, signed and Inc. for their 'Bronze and.Lighter Shades of Cap Coated Rigid PV C Ea for 4) Large Misak hopad Test per FBC, TAS 201-94 sealed by Iadalmis Ortega, P. E (Vest report revised one 0211512016) Extrusions for %ludews and Doors dated 09115116,on 0411&20: 5) Cyclic Wined Presume Looditgper FBC, TAS 203-94 7. Test report on 1) Uniform Statics Air Pie Test.. per FBC, TAS 202-94 6: Notice ofAcceptance: No. 1"712.03 msiied to ENERGI FeneWationSolutioas USA, 6) Fo[ce d Enhy Test, par FBiC. TAS 202-94 2) large Miss& Impact Test per FBC, TAS 201-94 hic. for their Rigid PVC Exterior Eibmsims for Wadews and Boors" dated along wdhmadmd drawmp and maWlation dsagtatn ofvmyi slidaq glass do". prepared 3) Cyclic Wind Presswe Loadmgper FBC, TAS 203-94 08/10117, expirfton62M& by Fewstxatiaa Testing Lab, Imo-, Tied Report No- FTL 8546, ,dated 11,t W 5, signezl and . along wdh and ed-W &zwmp and mgaU*m d of vir yi glass door, pared 7. Test reports NOW. Al 14-t 6-M527, 535753-09, per ASTl�►+t&K sealed by Idahnis Ortega, P_ E.. (r mot mpixtievised oA Q lMnO and 02)1112416) by Flan Testing Lab, Inc:, Test Rqxnt No.. FTL "38 (samples A-1 thtu A=22), dater ASUM 1929 and AST MD--635, issued by EXOVA to Yip Extrusion for c,elADsic 3,. Trust report on 1) Aires Tea, per FBC, TAS 202-94 111.19110, signed and sealed by Jo%e A_ Causer, P. E_ (StAm -tinder NOA N"& 11- convosite material 2) Uniform Static Air Pressure Ted, per FBC, TAS 202-94 010. 04) (Subaiinrd snider N-0 4 ATe. I141 d►.04) 3) Water Resista om Test, per FBC, TAS 202-94 s Test report on 1) Air Inftltraticrtt Test, per FBC. TAS 202-94 s_ Notice ofAceieptance No.14-0916.11 issued to Xuraray America_, Inc. fof their 4) Large Mime hnp2ct Test per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 "5estrt-GiasS (Clew and Whim) Iateerlayer", atpiring on 67/04/18. 5) Cyclic Nk ind Y:tAessme i oaadiagpdr FBC, TAS 20-94 3) Water Rtsistance Test, per FBC, TAS 202-94 9_ Nome ofAcceptance'No.16-1117.01 issued to Kwaray America, Iw- for their 6) Forced Entry Tea , per FBC, TAS 202-94 4) L.aW. hfissile Lmpact Test perFBC, TAS 201-94 "Tr+e We1t Ultradear, Clear and Cedar P1rrB In " expiringon i3'71tl13/i9. along,withmashcd-vp drawmgrs and installatim dim ofvu*4 diding gas damp ed 5) Cyehc '%rind Pry Loadi ngper FBC, TAS 203-04 byFenestrabon Terming Lab, Inc., Test Report Ner_ IFTL SM7, elated InVIS, signed and 6) Forced Eatery Test, per FBC, TAS 202-94 F. STATEMENTS seslesl ixy Idahnis Ortega, P_ E.. (Test report w4ised: an 02115116) aiogg withmarimil drawings and in tion diagram of vinyl sly glass do m prepared 1. Stated keens cofconfom>anae with FBC-S Eeiition f 3{f14) and FBC-6 EditiDn 4. Test report on 1) Aires. Ted, per FBC, TAS 202-94 by FeneAration Testing Lab, Inc- Test Report No_YTL 6337 (samples A i thou A-51 dated (201.71 issued by mmiufactureL dated OW .4r17, stgtaed & sealed by LynaMiller, PY_ 2) Uniform Static Air Pressuite Ted_ per FBC, TAS 2.02-94 12106110, signed and seated by JaW A. Causer, P. Il_ (SWhm iffed an der NOA No. 11- 2. Statemeat kner ofnia financial intierest, dated 044/19/17, issued by mauffktm, signed 3) Water Redo= Test, pet. FBC. TAS 202-% 0107 499j & sealed by Lym Mill. P-.. 4) Cadge Nye:Impel Test pu FBC, 'TAS 201-94 3. Leiter of lab comp>ia part of the above test reports. 5) CyclicWmd Presswe Lo gPer FBC. TAS 203-94 C. CALCULATIONS 4. RERTest Prod. No.17-0387, dated 05j05117, signed bylshaq C#emda, P.E. 6) Forced Entry Ted, Per FBC, TAS 202-94 1 _ Anchiar v cWh&t onsand Steal aantysss, caoMplyiog with FBC-2014, a with -W daa acid tio�n d im afvi�4 �.&M dooc, 1 by F traUm Testing Lab, Inc. Test R ant No, "L WU= +dated I2104115, srgoaed and mod. by PGT, � 12 115amd last prised on 02115116, agned. and sealed by 1(�.y/ r/, J �(�±_ G. OAR L Notice ofAcceptance nce No.15-1210.01, to PGT iiaB , for titan Series sealed by Idalmis Orte , P. E. (Test report mmed . as 4110 46 and 0211146). /{ (♦(/�, �� (/`(��_,- �J i Yn&myL I4 Y.ISP , PE ( vbw unif .l NOA OA N V. IS-12 Y.011 2. Glazing canes with ASTb9E-1300-W_ . -5570)2770- Vinyl Sliding Glass Deor (Res darted)-1,3 ", cq&ivg. on 04/1 1_ iSi� t• ��Rnl., ism ���i�n.1. ' ; t"7 t Idng I 0 ands, P.E. hbag I e 'hawbt P.E. 7sba4 i Ch ands, P.E. - �c.> = 0 Product Control tact 5 isar Product Coaarel'Usk rVi-r Proa net Coatral unit 5sipta•si*&r > O 40A No.1142"A3 NOA. No.'. 42WA3 NOA No.11420SA3 r+ Expirstic aDatec Aprili4,2V6 ExpbstiaalMot April14,202: Ewa 29, 021 N i ippearal Data: Mareh 25, 2011 Approval Dow March 25, 2921 p *,Fa Daft: 'L CD t r- i fi C 4 C:GIWmdowsand Doers, bne. PGT Industrie% hic. NOTICE Of .ACCEPTANCE: 0VIDENCE SUBMITTED _ NOTICE OF ACCEPTANCE: EV]DEPeiCE E. MATERIAL CERTIFICATIONS (cendww) 3. New Ersdeyaree Submitted a > �. , •«- W 5. Qunex Part S+=W Sparer StaadEA coulphling with AS M C518 Thera d Condwtnr ty 0-991 BTU -list` to - -'T, ASIM F 1299 Pass, ASTIR D3995 O ygai--Past ASIM E A. DRAWINGS 21001 G.Ihuabr" it' y-No Fog -Pass: Pu5mkW wtderprer ieus NOA NIL 134409 05j 1. D=Wng No. AM- L�7it.O Rev B. iced -Vinyl Sliding Glass DoorNOA a , streets 1 6. Quanex Part coruplyfg with ASIM C518 Tlaennal Conductivity 2.22 BUI- ta/ through21 of21, p xpzed by mamndkctinrer, dated IW5/15 and last -revised on 0261121, segued and sealed by AA Lynx Miller, P.E. hr ft�-°F; ASIM F 1249 W VIR P ASS D 1434 Argon P Pas ASIM E Notes Thus aevisam congists replacement of t existing i892L6011 scww with.#iat head_ L 2189 I.G. DurnEa y`No Fog, ASIM E 546 Dew- Point Dew -20OF in 48 hm (S'abur#ted anAw l4€04 Neu. 1S-fl4#9 05). 7_ Vism Ltd. Parts comply* with PVC AAM:A 303-13, Vow Speer boa � B. TESTS for Rid Pal Chloride (PVC) Exterior Profiles fur Vision. E rtisions, Ltd.�:X-1 by l• I►1q� AAIKA F Exterior le �irsa Program (-%h** ai wrd wNOA IV& 1 X- C. C.iiL("UI A.TT011 S E 04tt9.d3j 8_ 'Visnm Extrusiots, Ltd. Pants complying with PVC-AAMA 30343. 1. ICI one- -}-+ 9. fS'itkin#*ed aitt+iff NOA No.1"dd9 05) PVC-AAMA 303-13. Volwany Specification. for Rigid Polyvinyl Clrlo (PVC) Extem D. QUALITY ASSURANCE � N Profiles for V== Extrusions, Ltd -VEX-1 by AMNIA Feactration Exterior Pmftte Certification Program 1. made Dept of Rrgulatsatp ash Err c Rescwrces (RER). 10. Now of Act No.18-1217.14 issued to' Energi FenesMw Sarlidiarr, USA, Inc. for E. CERTIFICATION& � then -Tan 30d0 &light shade (non- i) White Rigid PVC Exterior Extrudons for I_ Notice of Affiance No. I94LUS.02 issued taKwarkyAm*rka, Inc. f rtheir Wimtdows and Doors", on 0244121. "TrrosHoW Ultniclear, Clear, and Color PI-B Glass Intmbynf% expiring an 071iI18124_ � c) IL Notice of Acceptance No.1"122.02 issued to Eneigi Fenestration, Solution, USA, Irv:, for 2- Notice of Aeiceptance No.17-OOK02 issued torkwa ay American, Inc. fiutheir > L � there series -White Rigid PVCF.xt+r6w Extrusions for Windows and Doors", g an �SevhTGhA (Clear and Nt ) Gim Interhr s'�, on 07/04:f23_ 0_ 02/2W . 3_ Notice of Acceptaace No.19-1106.10 issued to Vision Exttusions. Linked for their `Brown O Q 12. Notice of Awe Nee. 204203.03 issued to Enagi Fenestration Solutes, USA, bw- foe `Bronze PVC Exterior Coated Mdutid 4eLamnawd) White Rigid PVC Exterior EsWmans forWindows �� their &light shade cap coated While Rid Exh sions fear and Deors7, egg on M30124. V Windows and Dorms", expiring on 04016125. 4. Notice of Acoep a No_ 19-110(L11 issued to Vision Exttusiodslmided for Ihm series � =3 -VE 1000 Tan 202 and AgWr shades Rigid Cedular PVC Exterior '� F. ST'ATEMENI'S Extrusions for Widows and Doors', cna 12129I21. � 1. _ State me►it letter o€ cow to FBC 7* Edema (2020), dMed 04W d by L Vim, signed and sewed by Arttlmy Lynn Mdhnl P.E. I`, STATE 1rtTS�- 2. Statement letter of no Hai inter and of todqmdent, issued by snamai&durcr, dated L Statemeat letter of confinnance to FBC 716 Edition (2020), dated 02MIJ21. issued by \` 04AL20, sWed and sealed by AnlhorryLym Millier P.E. , Aped and sealed by AsthonyrLyint Miller, P E- to 3. Private Labeling Agreement docummt between PGT- darted '03130i15 and signed by ag 2_ Private Labeling Agreement.dated 03MMI tine PGT haisftw�, Inc. and CGI CU s olved parties Windows and Doors iw., signed by Dean At =etc, P.E., VY. Eqj&eering on behalf of U m bath caroies_ G. OTHERRS 1 This NOA revises NOA# 17-8420:06(PVTwACG)) and Wdattes toFBC2020 (7*E&&*, G. OTHERS ~ expiring G412L21_ L. e� . Miis NOA re & renews NOA# 20-04 &,QS (PLA.w/CGI). eap►idng O4114rX 2_ RER Test prop .os.* #19-1155 dated 01/ 01� approved' by Ishaetl_ Chanda, P.E, expiring 2. Ue t associated PLA CCA file #21-0205: tit, egg 04/14126. O co041'14121_ ! �7 tin 1 s� tsR L w a i.. e'�saaia, PE laltsg E ch.�, Pl?. Z J Prodaet'C"tral Unk Sapp Prodard costaoa Unit sap Z NOA No. 31-53$5.0 NOA 11Ia 21_01" 83. Q Expiration Dated April 14,2026< Expiration Matt: April 14,202a J ApprovalDaw Ms ra zt, 203I :1;pprorm! Date: Morels 25,1.021 d SHEET NO. PA 113 100 �Imc, 1L ECO TILLS TE1 1 8 ENOINEEagtiti CDNIPJ1111Y PREODUCT UA1*T._nWRE?Llrt'NQ- III&.:..a1 2 2.2. TEST REPORTS: Large missile impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1628 of the Florida Building Code. Uniform static loads ERMI)C EEYA_3 UATFOIE �FPC1a'r KU 2_ti'+SA m 3 S. MATERIAL CHARACTERISTICS AND SPECIFICATIONS• Shall be strictly in accordance with General Notes and Components Indicated on sheet 1, 2 and 22 of 28, of Product Evaluation Document (P.E.D.), drawing 1 L ECO IINc. Tour TeI I & lNo1N!ll1ltYEi COMPANY PRODUCTRIVAI(;ATI N IMORTrn. 24327 �+ 2 2 a TEST REPORTS: Large missile Impact load tests were performed under SSTD 12-M standard as per section 1809.1.2 of the Florida Building Code. Uniform static loads as per 3 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), WAT.TRR A.. T1LI1T TR F.E.p6. �, r.P�. `cl.,.°�°x°:'u,Ar NI wAtaraR TiGLrI to , tJw 12DOQaDI.aDm PRODUtUT EVALUATION REPORT �•P•£ >1,1.»N, �ai�, 'LCAL:,R..NR.M•DN719 as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 Of YLI.A. Wen W.00e6719 Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing drawing No. 20-175. Minimum separation to glass shall be as indicated on Testing, inc., Reports # 96-509 dated 08/0911996, #96-570 dated 0911.8/1996, 26, of Product Evaluation Document (P.E.D.). drawing No. 20-176. Lab of South Florida, Report # 0814.01-01 dated 03/11102 witnessed by William sheets 3, 6, 13, 14, 15, 18 and 18 of 18, of Product Evaluation Document PRODUCT EVALUATION REPORT #96-T30 dated 09/2OM996, all three signed and sealed by Hector M. Medina, REPORTNO : 20.0727 02 R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. (P.E.D.), drawing No. 20-175. P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411811998 and 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo # 2126 dated 10/05/1 SIN witnessed by Gilbert Diamond, P.E. and Report No. 7. LIMITATIONS AND CONDITIONS OF USE• DATE: July 27, 2020 Largaespado, P.E. and Henry Hattem, P.E. Large missile impact and cyclic REPORT NO.: 30-0728.01 0219.01-09. dated March 4, 2000, signed and sealed by Edmundo Largaespoda, P.E. andattem, P.E. Henry�rY 7.1. Shell be strictly in compliance with General Notes No. 1, 8 thru t 4, indicated PRODUCT CATEGORY: Shutters loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared i y American Testing Lab of South Florida, &VATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in ctly accordance with General Notes and Components indicated on DATE: July 2a, 2020 sheet 1 of 2B, as well as General Notes # 1 thru 4 and 11 thru 18, indicated Report No. 1123.0140, dated November23, 2010, signed and sealed by JUNO E. Gonzal P E sheet 1 and 2 of 18 ProductP.E.D. of Evaluation Document (P.E.D.). drawing No, Tensile test report report No. 9CM-197 by OC Metallurgical, Inc., dated March 13, 2000. on sheet 21 cf 26 of Product Evaluation Document (P.E.D.), drawing No. 20.176 PRODUCT SUB -CATEGORY: Storm Panels 20-175. PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. P�� by 77Reco, Inc. and signed and sealed by Walter A. 'Tiilit, Jr., P.E. PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2009, Anchorspecifications shall be as Indicated on sheet 1 of 18, of Product PRODUCTSUB-CATEGORY; Stem, panels 2.3 STRUCTURAL ENGINEERING CALCU ATION& On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design 7.2. Product may be installed within HiGH VELOCITY HURRICANE ZONES as defined on section 1820.2 of the Florida Building Code. PANEL signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. 1 OKMA 318, dated December 1, 2010 signed Evaluation Document (P.E.D.), drawing No. 20-175. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind bad, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: Global Protection Products. LLC and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. MANUFACTURER length based on rational and comparative analysis, and in accordance with section 1616 ofthe Florida Building Code. Cak:ulations prepared by Tilleco, Inc., 7.3. Product shall only be Installed Into poured concrete, concrete block, and wood frame structures. 48DO S.W. 51 Street Davis, Florida 33314 2.3. S*QUGTImes ENGINEERING CALCULATIONS: 7. LIMITATIONS AND CONDMONS OF USE: 4WD S.W. 51 Street Davie, Fbrida33314 dated 11/03100 and 03112 IS, signed and sealed by Walter A. Tillit, Jr., P.E. On 24 Gage Galvanized Steel Storm Penal for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel 7.1. Shall be strictly in compliance with General Notes No.1, 8 thru 14, Indicated PURPOSE_ 3. MISSILE IMPACT RESISTANCE Product Evaluation R Report prepared by Wetter A. Tiitit, Jr.. P.E. (Florida License 1. PURPOSE OF EVALUATION: length based on rational and comparative analysis, and in accordance with on sheet 1 of 18 of Product Evaluation Document (RED.), drawing No. 20-175 prepared by Tilteco, Inc and signed and sealed by Waiter A TiIIR, Jr., P.E. 1 OF EVALUATION: This is a Product Evaluation Report Issued by wafter A. Tlllit, Jr., P.E. (System Large missile Impact under section 1526 of the Florida Building Code, as per TAS 201 Protocol. No. 44167), President of Tilteco, Inc. (Florida CA-0006719). This is a Product Evaluation Report Issued Walter A. Tlllit, Jr., P.E. (System �` ID # 1908) to the Global Protection Products, LLC, Rule Chapter No. section d 12 of the Florida Building Code. Calculations signed prepared by Walter Inc., dated 12/i 8110 and t18/27H3 (for this revision), signed aril sealed by Walter 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 81G20-3, Method 1 D of the Florida Department of Business and 4. WIND LOADS RESISTANCE: Ia`IIAp"T114 61 G20-3, Method I of the Florlda Department of Business and A. Tlllit, Jr., RE, as defined on section 1820.2 of the Florida Building Coda, ProtassiatatO' 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind �� ...,(!per y�4 •''vGENSF' •. Professional Regulation. 3. MISSILE IMPACT RESISTANCE: Large missile Impact under section le0g.1.2 of the Florida Building Code, as per 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame This product is tieing Issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall boas indicated on sheets 8,10, 14, 15,This 44167 '; product is being issued an Evaltlatlon Report as described herein, and has SSTD 12-99 Standard and TAS 201. structures. been verified for compliance In accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose intended of bast equivalent to that requited by the Code. 16.19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.),at drawing No. 20.17C it ° * �1_ TEOF *A::'-. tOR% been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended least equivalent to that required by the Code. 4. WIND LOADS RESISTANCE: Product Evaluation Report prepared by Walter A. Tfillt, Jr., P.E. (Florida License No. 44187 , P14,15,17,18, ) resident of Tliteco, Inc. Florida CA-=6719 . This Product Evaluation R Report shall be subject to review and revision In case of e Building Coda charge that may affect Its limitations and conditions S. INSTALL TA ION: . .... NAL ti� ;9 q1a NN111110 This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shell be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. ,NVµM(NII w P A � pv Installation shall be performed strictly in accordance with details indicated on aY\Tv.L. Maximum Anchor Spacing be indicated 5, 9,10,11,13 thru 16 3A; CEN :,9 Z- EVIDENCE SUBMITTED: sheets 3 thRt 7,10 thru 20, 23, 24 and 26 of 26. of Product Evaluation Document D:1 TILTECO ADMON RECORDS \P. E. REPORT.20 \ GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE 2• EVIDENCE SUBMITTED: shall as on sheets and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 7 �. 2.1. PRODUCT EVALUATION CUMENT P.EA:t: DQ / (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as Indicated on sheets 8, 14, 16, 25 and 26 of 28, of Product Evaluation Document GALVANIZED STEEL 2.1. PRODUCT EVALUAi3ON DOCUMENT (P.E.b.f: 24 G age Galvanized Steel Storm Panel has heart vertfled for code compliance to m '� Z; *. Drawing No. 20-176, ttled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 Prepared by Tilteco, Inc.; signed and seated b Walter A. y Tlllit, Jr., P.E.; 07/28/2020. This drawing Is (P. EA.), drawing No 20.176. Drawing No. 20-175, titled `24 GAGE 6ALVANIZEI? STEEL STORM PANEL", sheets 1 thru 18 of 18 prepared by Tilteco, Inc,; signed and sealed by Walter A. work as a non roue storm shutter assembly, as po y, per, SSTD 12-09 Standard wATTLI �`•� , oft P1 Ll OD3 AGE D:1 TILTECO ADMON RECORD81 P, E. REPbRT.401 OL AL Aft GALVANIZED STEEL STORM PANEL \ DRwcs2a1751 REPORTS �m27 CCCCO����C''' ID ,: '„::ttii dated o/}h an integral pa NRf10Nffllip Evaluation Report, NN1r • ? A:.r/(lip - 3': ' 10ENSF AN�11fOen �,e++ R A. T( �� 6 N3 /r�9 'ZA• ! Tillit, Jr., P.E,; dated 0712712020. This drawing is an into �+�415 Evaluation Report. a a tE ..... k,� �''' t; N' ✓ aaIIII ,��A• Tlj t3EN r`�9 Si.•. . F,p G� w�,S101VAL�N��r "'�` No.44i67 ' ��e /ORIOP ' 167 STATE OF D,c rLOR10��,`a� � 167 Z 7 J * * S OF4 S �o'•.'r10RtR - 67 7 Z7 dr Sill ORIt1A••G�,��tw� .' •rye S ' i� . Fd`S •• � a`���yy F ' ........ �N a �Orr11N�A1r�1`1�r' 6355 N.W. 36th Street, Suite 303, Miami, Florida 33166 - Phone: (305) 871-]530 Plal�w>k) $4 , 1 ' ;QNA; 1``�� 6355 iV.W. 36th Street, Suite 305, Miami Florida 33166 -Phone: (305) 871-1 ? tp(3f �$/�1-[ 531 ".NNYINIII I/IIIt1111N1 20911�.11.afri. 0.3) M CASE THAT PRECAST SLOIE, OR PRECAST CONCRETE FOGS, SRICCO OR MOD WARDIT BE FOURO GH THE EtaI - MILL. ANCHORS SAL WE LOW BMW To REACH THE MAIN SIItlKTUE BEHPO SUCH FAMOUS, 1, 1101M PANEL SHOWN d/ Tfi PRODUCT EMM.UOIOI DOCU11elT (PLD.) HiAW2 BEEN VERIFIED FOR COMPLIANCE M ANCHORAGE SMALL BE M IE?IIIONED w B.1) Alp N B2). ACCORDANCE MIN THE 2000 (7N EOIIION) OF TE RaRIDA NAtONNG CODE (C) ro oo m them 0■ SPIENME 0RN•IY. D . ox NWH1• ON ALLIto BE DE RI PER 18400E THE MOPE MENTIONED COOL - ,/4'• TAPCON ANCHORS, M MANUFACTURED BY I.T.M. 11ALOM INC. - // -10 M NELMATE FEMALE 0 AND PANETLATE PLUS AINCMORL M MANUFACTURED BY DAD OMbTRUCIgN PWODUCM FORWORD ON RON FOR A YRIp SPEED M R[OUARED BY TIE .IUwIS01CilON METE 11EWE S►AIIIERS WRL S N,TALLED Alp PEED S BY THE FORA 08EC10N LRY FACTOR Kd.M. USING ASCE 7-1a AND SHALL NOT C1OE7E0 lllf MA101RR1 (AS.D.) - 1/{Y LAD SCRESB PER N.D.S. OEM PRESSURE MTpS NDIDOED ON SHEETS 7 T RU 11, 14. IS. 10. 1I t 20. _ 7/teY R S/W' WOOD BI6NSIG. M 06INSlIIFD BY AM PONE SCREW, BOLT A SPECMItt CO. w ORDER 10 VEAPY THE ADM CONWM, ULTIMATE OLSON WM LOWS CETER 04ED PER ASCE 7-14 SMALL BE FIST REDUCED TO AS.O. CESGH WIND LAIRDS BY MM71PLYM THEM/ BY 0.4 N MO TO C.1) DEO rill WOOD a TAPCON ANCHORS S1Otl HE , 1/2• AND 2' FOR ElCO PANEINATE PLUS COMPARE THESE W/ MAX FASD) OEM PRESSURE MOOS E'00ATID ON SHEETS 7 THIN) 12. 14. 15. te, 19 k 20.MINIMUM A•'O M"�'•EE FFAAE O. AM PA LWAL FEMALE INORS ORDER TO VEWY THAT ANCHON THIN PLO. M TESTED WERE HOT OWTO ALLOWABLE, STRESSED, A SM OC [= ALLOWABLE TWMWM PENCTRAIMM OF LAC INTO THE WOOD rWAIE UWrr SMALL K C.4I POMET IVION SRO STUCCO SMALL WE CONS300" A6 PARR OF THE REOLR W TNW*0 p 1 1 . � 1MF/OFD STRESS MR 00 WOODS WAS MM USED N TIDR ANALYSIS. FASFDOM S►ACONC TO MOOD HMS BEEN DEFERMI ET N ACCORDANCE •ITII N.O.S. 2018. C.3) IONWN EDGE ORMCE OF LAC SCREWS. NTO 1000 STALL BE AS ROOMED N TWS O AW STORY PMQY ADEQUACY FOR WOO AND WIND RESISTANCE WAS BLEN VDWIFD N ACCONCLAMM WITH SECTDM 182E OF THE ABO.E MENTIONED CODE AS PER HURRICANE UMIEDIN0 t TEW1.a INC. REPORTS IS-S60. e8-570 i 10-IM Me/1• C.{I RRN•1RN PU7a7Rg10N OF WOOD BU9MRO SHALL R S/a•• . 1/{0-20 SOEI•S USED SMLL BE , 1 LOWM•NKAM LOW FEESTM1011 MUM LAL RTC.• REPORTS ISO32 At 02129 , M PROTOCOLS TAS-201. TM-202 Me TAS-203. SHOULD STUCCO OW. AND I" MINIMUM IN WALLS SFM NO SRICCO. M WELLM AIL LEST UAB OF SOUTH FLORIDAOFLORIDA REPORT /041•Af-WM , PER TM 101. TAS 202 AND TM 2033 STANO/MPOIMB. C.e) IN CAN THAT PRECAST STOE. OR NECAST CONCRETE PMEIS. STUCCO OR WOOD BOARDS BE FOUND ON THE Op OM 2. ALL ALIRWIM E2TRUS0NS TO BE 8063-T8 ILO/ MO TEMPER. (DRESS OTHERWISE NOTED). SEE SHEET 2. AWL. ANCHORS SMALL K LONG ENOUGH TO REACH THE WN SIREICTURE SMRID SUCH PANELS. MOORAGE SHALL BE M MOROUED N CA). C2) t C4) 3. AL ALUMINUM SHEET METAL USED AT CLOSURES SMALL HOE 3105-H14 AACY. (D) ARMORS SALL BE NSSONLLED FOLLOW" ALL OF THE RECOMMOCATKM AND SPOWICA70N8 OF THE ANCORY M"AFACT RER. 4. ALL STEEL SWEET METAL PAWLS ANAL HHIAIE STRUCTURAL L LUM).Y STEEL, AS1M MWS3 GRADE 50 MMNRUN. Well fFAM5114ED STEEL OESOLATIOH Y/FY. Sa.S NN YAFIUN ROLLED)- 0. PANELS MAY ALSO BE NSTALLW MONZONOLLY FOLLOWNS ONSTALATON DETAILS SON/ ON SECTION 3 TROUGH 10 (MEETS t THROUGH a) DICEPT THAT WAOM m t m SHALL NOT IN USED. i ALL SCRW3 TO BE STAINLESS STEEL 304 OR 316 AIM SEEES ON COMOSM IIE$TANT COATED CARBON STEEL. M PER ON SCO,B BO NW YW STRENGTH AND e0 W TDOWE STTOCTH t SHALL COMPLY W/ FLORIDA BUSDSY CODE 9. IT SMALL BE THE MEN04MILRY OF TE CONTRACTOR TO VEWY THE SOUNDNESS OF THE STMUII NTE MIS S UTTER TO BE 11 .3. SECTION 24&4. ATE40M To BISUIE PROPER ANCOMOE THE SUM SIAL ONLY WE ATTACHED TO CONCRETE EROCN OR WOOD ERNE IIULDI,L 0. BOLTS TO WE AST" A-307 OKVM02ED SI[E1. OR NM 304 SRO STANLFSS WM WITH 38 OW WARN YIELD STRENGTH, 10. EACH REARM STORY PANEL WITH U DWM OVIt C-B TROUGH 12*-4•, M PER SECTIONS 4 0. NO t TO o ALTERNATIVES . ON t IOW ON SESS S, e t 12 RESPECTIVELY; SMWl NAME A LMME NO RF/gLY YTSIIRL WNm INSTRUCTING OWNER OR 7. ANCHORS TO WAIL SMALL BE M FOLLOWS' ,E,WR TO SECURE PANELS WITH MPUCMIt RBIFOItlCDI/iT OURPIC PERO08 OF IRNRCANE WAWNO. W It. THE INSTALLATION WN OMMOR 3 TO SEA./AARK ALL SH UM MMPONOIT EDCES WHICH RDAYN N CONTNUOUS CONTACT WREN - 1/4•• TAPCOI AGCN1R5 M WARFACTURED BY LTA. MAW. NC. (M�.. re-31S2 WJJ tME B,RLDap TC r1EYENt WIp/RAN w,RUMGH. - 1/4• • . 7/B' CAN-w MACCHOR, M MANUFACTURED BY rT - 1/4'A r 3/4. SOLID -SET MiCi0R5. M o1SiR,NIRFD B/ Al T'OMT SCREW, BOLT B SPE4MLtt CO. L PO SC. W. & SPECIALTY 12. STORM PANNEL INSTALLATION STALL COMPLY WITH SPECS POICAED N TOS CROWING PLUS ANY BUILDING Mp ZONNC REGULATIONS (MV. rc-0Om µP.i) PTRM,OED r THE NNU901CRONN WHERE PEWIT IS APPtRD 10. - 014-10 ►A►IElNOE FINALE 0 t PAMFIMATE PLUS ANCHORS. M WNIFXTU RD BY ELCO COIRIRCTION PNmucm 13. (A) THIS PRODUCT EWUWON DOCUMENT (P.EB.) PREPARED BY THIS DOWNER ER 6 GUAM AND DOES NOT PROVIDE MTORMAWN - %� Co, TM-CWP A cam M WaNxRRED of TW-EMT CORPCBV m (re —MOD ".L) FOR A SMRE S+QiHC PROJECT: i.e. WHERE THE ATE CONDITIONS OflM7E FROM THE P.E.O. (6) 0°" '■ To BE MV04MLE FOR THE SELECTION. KNIC ASE NO NSTALATM RCUUCNG LIFE SAFETY or THIS PRODUCT At) HRNRRN EMBEDMENT Of tAPC01 ANIL110RW RIfO POURED CONCRETE SI,ALL BE 3/4'; r FOR PANELMAIE FEMALE BMm ON TM P" Pavam HE/SHE DOES NOT D war FROM THE Cowices Drumom GH no DOCUIFM. 0 NO PAEIMLTE PLUS AND 1 1/4- FOR CF TM -MP ANCHORS. COIgRMCTOM SAFETY AT SITE 6 ?HE CpRML•TOWS REVOkISLaY. A2) CALK-N t SOLD -SET ANCORS SHALL EE EAENDEO 7/B• PRO THE PaOm coKft-m NO INBEOMEM NO (e) TMMS PNMV EWLLMTON DOCIN W WILL BE OMODEAED INRLLD F Wcom. STUCCO MAUL BE PERRRTTED. 1/4' A-20 SCRIMS USED SNVU 1E 1 1/2• LONG WOAU SHOULD BMW OOST. ND I• WM M FOR WALLS WITH NO STUCCO. AND MAY BE HEADED SCEMe OR ALL 7M INADED SCREVIS W/O HEAD. (d) SRE SPECFHC PROJECTS PREPARED BY A FLORIN REOS'IEl® EMWW OR AM04= MACH WILL BECOME THE t1UT WnH We NtITB. PROE�u Or EF�SNKL�LFfWpER omww O �id6 a K DIES A3) N OAK THAT PRECAST SIDE. P ECJW CONCRETE PANELS• P+MERS, STUCCO OR WOOD BOARDS BE FORA ON THE HjEDD10R4Dt SEU'Op0 ED ENGINEERTHE THE P.E.D. ENGRIFII. SMALL SLOW TO THIS LATTER THE SIRE SPECIM OMRFOB FOR Rt14EW. ORS7wG WALL 00 FLOOR, ANCHORS SMALL BE LONG eCU CH TO REACH THE WAIM MOM ODOM SUCH PAHLS. ANCHORAGE SMALL S AS MENTIONED INI At) AND N A2). (A) THIS RED. WVU GEM THE DATE MO ONMAL SEA. AM SI Mnff OF THE PROFESSIONAL ENCiI®! Or RECORD THAT PROYM D. (a) W De' 0: T OOICETE ORS; wMl ASN c-W0: - ,/4' P TAPOCN ANCHORS; M I•YRJIACRRIED BY 1. T. W. BRRLOEIR. NC. IC SMRTER MNRIFACRRER•S LABEL SMALL BE LOCUM ON A RE40LY INSOLE LOrA70N AT STORY FROM SHUTTER w ACCORDANCE WITH SECTION 170.9.3 OF FLORIDA OU OO COOL ONE LABEL - 1/a• I . 7/r CALK-N ANCMOHIS, M YNLIIFACRRFD BY DEMALT NG (ON. rc.15W PXJJ SMALL aE PLACED FOP EVERY OPC«F UASUNG TO COMPLY WITH SECTION170I.a2 OF 11E - 1/4•0 % 3/4• SOLO -St ANCHORS. M DBTROUIED BY ALL PONT SCREW. BOLT B SPECIALTY CO. FIANNA BULO 0 CODE. (WON . V-1000 P.wi.) - 114-10 PM6AATE FEMME 0 AND PAINFL,:ATE PLUS ANCO O6, M MA OFACRIRFD BY CUM COIOI'IBICTON THIS Dr4MM SMALL ONLY BE :0 TD OBDYtI PERMITS w THE STAt[ OF FLOTFO PROWCIS ("N. rc.2071 "J.) - 1/4- P OF TAP -GIMP AN9/OM. AS WNIFACROND BY TRU-FASL CONFOARON 0.1) 1RNRxA1 ERHBEDMMENrt OF tAPMN ANCHORS. ELM PANktl,IMOES AND o rAP�'I. BP MICHOR. Oro THE vC E'LORDA MRLDRIC CODE h w Kw"" BIACX UNIT SHALL WE 1 1/4-. A•oM >LTCO. Ac 20 OW GALVAta7FD SM STOrar NEL �lD. 4 187 'T B2) CALX-w t SOD -SET ANCHORS SMALL TE DA IEDDED 7/a' KID THE CCNCREIE BLOC( UNIT. NO INTO STUCCO SHALL BE PERMITTED. 1/4• A-20 SCAMS USED SMALL It 1 1/2- URIC INS AM LOML PROTECf10N NpRyy y.r�• m Imo.. e EAST. Mp ,• YNNUN F'OR WMLS MM No SRAM. -Q•1 tTA . nw.r n. IL� _- -.- -. on" 1I RHOUWWA COMPONENTS FAMIXIS 00 UP ,F% lt2Rm EBB T-'Dm METRIC VIEW DETAIL A ROU1N = COMM a ENDS OF PANEL'S 00 UP W/ HEMMED EDGE. (N.T.S) ® 2A'X7'XIOW ALUMINUM AUG' r O Who NEADER O '11' HEAR � .SAID WNEIkb S.0. SAID WME11P _ j 10 DARE W ,O Mgt W f 12 I/r QG 112 t/2" O1 ri 1.000' 1.500• I am OEM I 1W O4 Sd1iLE AN= WITH SUM _7TP.374' • .MO• aF PV(1.� .1BB• 1 .374' .125' j 94.Y-10. 304 MNES 1.4Q7•Y.Oe]` •37S• it MO R w 70 • i/r •.aSa' ANNE it , O.C. .Bar• .oeo- _l i__ H . Ma..Wa• O 11 EY LADLE WASJJIEER a 1 Om•- - ' '1 `7* ) Yr.) AW �vQ© 'F' TRACK ANGLE ® 3/a' 'F' TRACK g © PLATED a SIEn '" 3N,• ' 1 �� `i � r Watt snro rn. _� e75. 37a• - ; MD. 44167 *? * * rLOOM WINDe10 1 W,ke De3J waEl � Awn RUNIM. W_ .125— .IW15•- ova No �'•. 20 GAGE GALVAIGM STEEL S101a1 I lift NOtE �iL 0PM GLOBAL PRMCYM PRODUM 1 M•0 to N snw ALIFIMAIN6Y, UK ROOM MIT 11~ A.ANAP HNC OWH,1 •�'T0M 3U (E•'Ulw-•x 7MOkVUfl4C WARNER R/ ' ,9,r , D j• WOODS* Pq er1O1 Nfg OR a2(Q PUIEO SImI. � D.M.. ZQ.0.. 40+ 4 3.V1®- ,/4. . MAX GAP 1/4. 2/4. 3/4. 4/4. 5/5, 7/5. 1W/10, 2W/10, 3W/10, 4W/10. 6/5 5W/10, eW/11 & 7W/i1 _ANC O; FOR CONCRETE SIX SCHEDULE ON S WIS B t I r w x MR WOOD SEE SECIg16 ON SHEETS 10 t 1, O O F--T--T--- (--r---r-r---r-T--� ---I—r----�---�--� -r----T--r LTED I 1011 1111 TtI�S AS_ - w - �1 /4. 2/4. 3/4. 4/4. 5/5. 7/5, �L, 1W/10. 2W/10. 3W/10, 4W/10. 5W/10, 6W/11 AT 7W/11 6/5 L- ANCHORS: FOR CONCRETE SEE SCHEDULE ON MEETS a t To MR WOOD SEE SF11M ON SHEETS 10 t 11 REGULAR STORM PANELS n & Q ELEVATION N.T.S. 2.117' 1/4 GAO, DNORE vAL 0"OUP .1 MLM II 44167 R•070'�`° " 20 614E GALVANIM SiEEL 0TON11 P EL D,; N *q Aw IL E C O 1Bre.aam PWNCTM PRODUCTS, U.C.w �l0 RI:.WE , err . , OtIR aN� H,DYc h•MNW�MAA0. Reg dMIEN-Mn 8S N ...• 1Ry�T ,E . —OVA" IIWMO r FLwOM W, l.20-176 'MIS7. • -... _ ,. _ _ Bdi 7 M w 1a-,1/_14w_\IlW1:Me1�/.11�•7iB1:�:1�F1•Jw_\:MJ_liI��Z011<•�Ir: -. •�-:•--_ ..--A.•.� . --a..- Rr,.-,I. - ..:...-:., -•�-: .: , „ A '1 :l•. ai_ •A: _ _.M fl t7 AI• .iiL -• ; 1 •. :� •: •. :� •i ; CINCETE 8= OR ,= a .-1 _a •. ••>r; •: e., aL •�► • 1 • • .. aRl • : K• . :(31 • 7 t : l ► FM ; 3I l WM AM 1 .K... 1l•.: 3 7t,712 LI 11 Ar L . 31 :1J1 IMI__11RRIf c► ., _ - " --. ._ :___ __._..__. __.....__ 3 1 � 1 1 SRAM 1 14 1/r oa M im All WA immm SCALE 3/6-1 �'i•ir.,rsT VCIFAT�; 11111 1 QIlflt WGAE , CD.. EDGE ORENICE (SEE SCHEDULE. ON SHEETS B a 9) W07E FDII DDIMBM710N Oi SECTIOIL4 TOP At BOTTOM MOU7TM CAL ■ COLeM IN ANY NAY TO SUM ANY B6TALLAITION. FWRDA NIs.Ds1G CODE R Ww NurTloona 2;•n. saw WLMLW Ac 20 GAGE GALVAISM STEEL 51Olal PANEL OWN ar IL EST C O PW�� �Dg"3' Maw aW N •TRaT Sac p•4)EIF7•MDM)aw-wP7 w °� W, r AW .RPr WM•a H 20-176 7A o1vMN MR. IN: m.aasE ANCHOR Cm wo" am UGU WGAE a/e-1 AS • NEW Y WIDE . VANES . I/Y IN" ALUM. TUBE OR 1' R ! �OSSIa18 P.T. NOW DARE SPACER i I • NEW I' HIDE . WM . I/W ALUM. THE OR I• . WOES 1 1T. Ie000 1MOt PUTE SPACER 9DWD L •; cNORIDt ANO1a1a I r 7 Salt W TMaNOxa •I 1 1 CONC11131T 'AWW�o U 310; IEDIl1a0. HOCK ,mmkcs Ma x1il. NAIL FDR SPACERS REQUIRED AT TDP OR Lo.. EDGE Oa'UINCE (EESCHEDULE ON I Lli:t r «A� rI HIMaAL 4. wIW4 y� ==J Aw MONO FNWp7 SX7Nt 3/MMILf� "' i�ir . +"w � cASE a ,� ,p• SVl' t S/1h,' rr lNANNO ' ,• 1/P CM q 31141-1 \ lie=wu- J4 i IM! ,—•.L NWWIR�rM•�J as . A tti � M di �■ T °'® CASE IFSCALE 3/1 (PLAN) -� D7LIR K CASE E fPtAlll SDAL�3/u ?iyl.•i.Rt. 1 I i 1 1 I SOX ll ! iI ! i j! i jOF V ^■ A lT L Me NSOUNNPIIOIIIN�N A 1 I ! � MRWN9NW RMR¢N A I + MLR •pWNI 3 � GADIM. D I1/PP-�H _ , I I ,1 4L2.3T/•y I ,.( , ! j--. - I'-T or V , 1 - rTIIT I I I N ii Ja ;ILL.1e1"MAS:.N�M r t I NIt ' L I Or1°f` ' I i .°M�°7 SOIL 1 •, a Ara NO r L1110 ;r Ym. AB,ByB WAR OF V WOL REM&M STORM PANEtS ELEVATIDN jT dm i 1 4'6-204/4- S.S. SOLT • 12 1/2 0.C. ' j } - j comarE Aw"" I 1/4• YAX GAP 2.er ^Yp^ OARL a1eeAP -1 TRRdE YNlt1i HDN RITE MICRONS �emw al " . 01 ,/4• MAX • DDIrJaa ON SECTi011 A —A fTve.1 pg�H�H NDO( fMOa7E OR ——LWi1DEE aeMR1® •'tt" .EBMRm WALE 3/327.1 mullopm evAE 3/a+f.3fAR1,M... FA.. FDOE gAANCE ►E07E FTYi DDIBBMTTeM aY SECftONl4 SHSC1(LLE CMe NED IN ANY WARM TO SUIT A SEET G BNSTALL/ATON. (D i Cl) _ —Cu 0� O U N CDQ O 0 c .� CU U -0 � C W = -0 (a O c ,� C a L2 — M CD 3 O O M LL. p > M -0 Cn E O 0 12 !". ,CU � !Z Q Q Z Z W J o +T _1 V C. L ri K L- a C 'r CIO W CD ♦oloo ICU CDL CD U coWPM.. 0 ■� V! cW L Q Z z Q J a SHEET NO. SH 1,0 a omHIVmai ,. 14 - WALL AND FLOOR MOUNTING INSTALLATION FOR SPLIT PANELS ,4AUs Y,••r IAFOMI L 1• C r -1• 'i' awW, w t41t INTO=111/r t/Y J 2 N4Mm Mall \ SO% L EA. =A Im or tl Ol O4,It0.10 YIlLL10N meyeEFMr e 1,A44 • EPlA61.3 TORE y - W6�E M7016 SECT�Il UP 70 +6A0 P.a . � NM 1RAlAON aw AL90 BE NNNSmUAA rA mow POW ON TOP Q BpITpY 9D 1,MM r W L,1Glm At TOP Olt W. of OPDMM. (ONE PIl1a OPDMq lt" TUNE UP a MOTION) WST11LTfOM - LLTENEATIVE iW SMILE. Ike - I• oft taRUON VAN (FL) ' IEOton am Im M LUON - 4 4--r r. r A ,/r > W-r m r-r r . 4' . I/r a 1•A 1 .• > r-,r m r-r r . r . ,Ir rnsTaEu 1wiE zrr 11GYL• I!r - r 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WTH A.S.O. DESIGN LOADS UP TO +55.5. -72.0 p.S.i. AND PANEL'S LDIGiH UP TO 8'-S•. L FOR NEW WOOD FRAME WNSiRUCT10N: wuoD ►EMBERS TO BE SouT1ER N PIE ND. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. TOP a BOTTOM MOUWINGS CAN BE COMBINED O ANY WAY TO SI2F ANY OSTALLA11M CON011m Maas ReE goo" to WALL MOUNTING DWALLATIOM WALL AND FLOOR MOUNIMM RMffiTALLATifNf SECTION 1 SCALE 3/0' - I. SECTION 2 SCALE 3/6• • 7• NNru /SIN LFE SAFETY smell PY1EL SYS611 MmLL1tl10M , 1. LEE SAFETY STORY PANEL OW BE LOUITED AS AN END PANEL (FIRST OR LOT POW OR AS AN NIE1 M ►AM)L (Ail PANEL L.00AION IN BETWEEN EW . LIE SAFETY PANELS MAY OR MAY NOT BE IMSIALLEO ADAAODO TO REQUIAR PANELS (W/ OR W/0 "Da" TRAOM) ?. LIFT SAFELY PANEL CONSISTS OF 0.039' OALW AM STEEL, crow PANEL AS PER L'oNMPONLTrT SHEET 2 OF 016MNIM. THIS POMMEL ITSELF M K REPO. M OR O AL ED FROM THE INSIDE OF STRUCTURE. 3. LIFE Sorry soma. REOUOE$ TOP TRACK TO K COIPONDIT4)a surrom TRWK TO R As KR SHEET 2 OF T1SS DNANINO. SI11NaBI aua��ua�l WaM�a��i IloiloII11111mlllu1§101011 i 1 SPLIT STORY p� 1 E�ILINo � FLOOR 61I>tlwtwo � t naDR YdRITRIG WST1L1A110M - LLTEN AZIVE dll YISIALIATtlIL4 - LLTE111aTIVE 82Y (KcTION a TOP Is LIWTED TO +563-67.0 MAX 9041t 1/4- - 1• A.S.O. DESIGN PRESSURE IM LNG) 9C7N: 1/4• - I' 1 44r 2,r�a 6 er Mmw w Ar AY4O Mp7�444•-- A 0144r 4M1 �tlm� MISYALLATION � SFL'FIOII YW SCALE: 1/4- - I• I�fl�l llllll LOM/4 2/4 26/4 3/4 a 4/4 I yt, 2; & �W/15 y1, Z ! 11V/15 L- AREA W/Iq LIFE SAFETY PANELS --N ON I n SNEIY LorA„DN OF LFE M NOTE IBM" La REBMM PLINBS 11/ ON r/o TE78utAR 1RAa4 SAFEY PASL J {SEE NOTE 1 ^- 9EWE) U�t B TO K WSPURD n1NN. ' uFE mOPTION &I FOR JJEE S6E ELEVATION STORM Mimsix TO Nxl°Lwe ie6luSlallow +' F imeN To SSStINJCT1Ai OR Room FROM INSIDE SOU 3/sz'-t• 00 Roo T ypPoem 0,L7_D1NgE _ IS 1101[ t A Bp ia>1aN SS mot t) SECTION B-B SCALE 3/3r-1- 12MMONLSE INSTALLED WILL OR FLOOR MOUNTED FOLLOWINGSBCf10NS 1 At - -Z 2 OWN . AS WELL AS METALS 1 a 2 ON SHEET 14. 3� JGSE •• 4. ilk LENGTH FOR COIWOIfl:NT®B 15'. �• slmL AN OMOR SPA2M0 FOR COR-HMS f 0A MORMDE AT SDTTOM IS GIdN ON NEDUIiS LLa 2. SIEV 14. C011PONENI®WY 9CBE PERWNENI OR IEMFowL6LE. q i SEE WO LS FOR INSTALLATION INTO WOOD FRAME BUILDINGS ON SHEET 15. 9•'• 6 TEE SHEET 4 FOR DEIALL APPL,CAILE TO THE NECESSITY FOR THE INSTALIAl10N OF FSS NAB• SPACERS AT TRACKS INSTALLED Atl.A"NW K-MV TO 97UM/WWO BANDS. Pt 4Mste 1LTO 0, ,NC 20 DACE CALVANQED STEEL STORM ►ANEL11LIECO oRrM IA Inc. 4MM4 LA 41 Slsf OWL RC11, 6W4)M70 S RNtl¢ 0U)M"M 20-178 TINT" (µ7J (sa �� u °°" oa s ,rAlum un 4NA -7L0 r-r OR um 2 Ile MSOIIm , MN S a 7 +SSA -71A »•-r TO r-r a- 2 3/4' uwxw 1 T,ON 0 a 7 +SSA -72A .r-r 10 11111' NNi. 1 1/r • •• •9 0 +434. -48.0 Ir-4' OR 106 a ,/r • mr 1 109SM 4. 6 a 10 • b1ID •/ 1/4*0--W* I& ILL A 11111100 9 MW a O LMN OF RYE_ AIMn OKY FOR PAMMS(I)a 9A ISBILAWM6 AS ►m 11=1Ms 1 115/ 7_ ON ISMtl A A At WIMM ALA OE210N mm /p) WAWA M*00 !IONS FOR EA. - ] I/r - To $!'.MOIL % a NN OF T qN MNNON ►N& LLMSM 1.' (R.) 1N+Ca tl TM-NN WA-N IMMYOC RIWE • RYCW1[ NINAqPLCWI 1D COICbI 00IR:1<R'N 10 OOIRAB[ O�N 10 00N01m IQ m 10 MCEN to el W NIO[7[ O7ali1[ or r WA P/A r r r or or r / 9Na,MM) +SSA -7L0 r WA WA WA 6' WA r WA r WA ](top) r-r OR I= r WA WA WA r WA r WA I' WA 2(mr!" r N/A N/4 WA r WA r WA r WA 3 a 4 CA" an LEIS r s• WA WA r r r r r 6• a IIDM706 r N/A WA WA r N/A r WA r WA 17 (Tam r r WA WA r r r r r r 4 a 7 (8011a10 N/A OVA 12 I/r 6 1/6' 12 1/r 11I4• 0 1/4• 6 1/4' 6 IAV 11/4• S 00P/80MtaM) E IMAMS! OR OaS 10 a I I FOAM AM=100 TIRE a IpOM IN MINUO O PM SN POME 010010 ANTENNA 10040110 AM ISO" SMS 118MAU AK WOW a 110 IMSmLL NO E0. LNS Tom 0mao a mm" 2" ANMOR OAOMW w WL1rLWM 0RW6M a1ERIN TIN 004INM IN INS FUJIM110111 00010, INOM 1 MaRM Do n oL memo Tom a ANO,"UISDO.�C' 10SY fK 1/4'. I/4b 1/4'4 1 1/410 1 1A% I/^ tlORl M sr-w a6A-r 4MMF4W L Awum PA MMD 1 ] a ] MTh a 6A.R1 O.r.Y 0.a N a ] ] M1 ] • ] th ANL m m8119 I vor s -a :, - Job ,w ]• tm tm tm A >I N ,m ,m L • L E � • _.. fl it' � ul ' g►1u'�11 ■ Sri AEli O 11 . , ILI ). I2:•. _ ILI I" 1. W&LATDNS ARE ONLY VALID FOR BUILDINGS WITH A.S.O. DESIGN LOADS LW To +55.5. -72.0 PSF AND PANEL'S LENGTH UP 70 r-6'. 2. FOR NEW WOOD N7AIE CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PIE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL TOP a BOTTOM MOUNTINGS CAN BE COMBIED IN ANY WAY TO SUIT ANY INSTALLATION. I) 1 _ 1 •i.t 1 .1 • •..t :.111 ►• .ty: al '. MILZIAIL t STUDS 0 EVSS 062W (12 1 2' a c o PIPE 41w c( os U IMAOEMMAia. pecanTOm10 1 wpm tl tr-mP awle ROBINS NOOMU 0 tWMBA1 P= ac m a or SM Lan" omm LlI+O, V M.) aOCI 10 To OONONIE tb to m amm m - .0.-72.0 6" N/A N/A N/A 9' N/A r N/A 5• N/A , At 2 ) 6'-0' OR LESS 9• 7• 9' 9• r 9 9• 9• 9• 9• 1 (BOTTOM) +SS.O -72A r N/A N/A N/A r N/A 6' N/A 6• N/A I a 2 Mn 5'-0• TO r S. r r r 7 t/r 0' 9' 9' S• 1 (smnm) +3&0 -724 N/A N/A N/A 8' N/A r WA r N/A I a 2 (TOP) 7•-r TO r-r •' 4' r I e" 0• 6" r 6• 6' 6• 1 (BUTTON) NAIWAM AEA Dow M 0mr • 1p',R ISM te► r A,mO O11 1 (m4 a r m im11n O NMD TO .SECTIONS a WOMMNN PNIEI, IFNQM _ to OF THEM +49.2 -613 3- 3" ♦ 1 • ♦ 1 r 2 (BOTTOM) 7•-6' ON LESS +5" -1 o 31 3• 4• 4• 2 (BOTTOM) P-r OR LESS +55.0 -72.0 2 1/r 2 1/2' 4' 3 t/2' 2 (BOTTOM) 7'-6' OR LESS +56.0 -72.0 2 1/r 2 1/2• N/A N/A 2 (BOTTOM) r-r TO a'-o. +55.0 -72.0 N/A N/A 3- 3' 2 (BOTTOM) Y-6' TO 6'-6• ALTOOMTE LOCATION AT EED PASSEL 1/4' j i;l SEE , , 9Q , t i -WmmR PANEL -19D PANEL DETAIL 2 : FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2) MAXIMUM A.S.D. DESIGN PRESSURE RATING (RAa.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "0 SCHEDULE TAPPICABLI OMLLY TO JBICIMM I a 2 43Y'A1m F,7R ISM IAiF,1 iTMJ01F L SYmB1 NNI SINEEt lEi 1111NM Ala NNW IYa M4L L9AM 14MAIN fORWCM 1'Allm ww tp MANS Pa1RMSUM .wA -7M 4•-r 1 7/1• o mm SHE WISE 16 FOR MOM TOME a nSSSM FM 1NGUM M 0110 WIND FROM SMIAOM. MYTH NaM lKIO! NM 100MM 6W 00100 K AS W OO]PSO ON TINS SM]mUM to EA. un INN IOR1Om ON SMSYL !MIN NCOR WIN" N "WI AVIO wmm 000 ON 808OMf I/ IN FQUOMM MOM FOR TM OPOIE,OR TO S MOORE. IEMAWI w"m a90fMD ISM ROTOR ova No S Lm] THIN MYTH mm SMOID ]a SAM 8000 M nRE K AMMCW UMA AMIw1 I WFS 1/0' 1/4•s t 41 r. 1/4% WPM a vww 0%" MP ANRO6 MmNS SO 1 ] a 3 1 1h •YIN1Mm,p OU YMRV Ow. N ] a a ] a a a a 1h ] in 4 AMK n (SIVE OWN now ] fir +m ,m MImAM ALA CEIM 1MLWM (PAT.) NA1maM IMMRe UNIONS FONT LC. - 3 1/r " APPI.COSUE TO sw"m 6 r CmSYUON or IHEY WNOM RID. Lam V OL) 1AP'Oa tl 10-4w MR-0 AIY amuE IBM 0 P"awn I1LM mm SIT m ODNCIM 10m OONr , , Km 10 CONCOM OaM11a 6LOCN m cammm To as wrl: am To Omcmm TO tlOMOIDE 6LOCN m commu 10 CaRvam Km TO LrNIAEtE 10ANr CONWIT INACN 6' N/A N/A N/A 6• N/A r N/A r N/A N/A N/A 1 clap) 6• 4• N/A N/A 6' a' 6' 6• 0' r N/A N/A t (BOTTOM) 6' N/A N/A N/A 0• N/A 6- N/A r N/A N/A N/A 2 (TOP) r N/A N/A N/A 6' N/A 5' N/A 5' N/A N/A WA 2 (BOTTOM) 563• -72.0 r N/A N/A N/A r N/A 6' N/A 8' N/A N/A N/A 3 a 4 (TOP) »'-r TO r-r OR LESS 6• 4• N/A N/A or 0' 6• 6• r 6• IVA N/A 3 (BOTTOM) M• N/A N/A N/A r N/A r N/A r N/A N/A N/A 7 (TOP) r 4' N/A N/A 9' 9" 0• 6• 6- 6• N/A N/A 4 a 7 (BOTTOM) N/A N/A 12 1/2- 5 1/4" 12 1/2- 0 1/4• 6 1/4• 6 1/4' 6 1/4' 6 1/4• N/A N/A 5 ((OP/BOTTOM) 50.0. -53.3 N/A N/A 12 1/2' 5 1/4• 12 1/2' 6 1/4• 6 1/4' 1 6 1/4' 6 1/4' 6 1/4• N/A N/A 6 (TOP/SDTTOMN) '-r TO IV-2' 55A. -72.0 N/A N/A 6 1/4• N/A 0 1/4• N/A 6 1/4• 6 1/4• 6 1/4- 6 1/4' 1 N/A N/A IS (TOP/BDTTOY) '-r TO 11'-2' N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' 6 1/4• 6 1/4- 0 1/4' 6. 9. 10 (TOP) 3. -460 r 4" N/A WA N/A N/A N/A N/A r 6" 6 1/4• 8 1/4' 8 (BOTTOM) .2'-4' OR OR (tit 6' 4• N/A N/A N/A N/A N/A N/A r 6• 6 1/4• 6 1/4' 9 (BOTTOM) LESS N/A N/A N/A N!A N/A N/A I N/A N/A 1 6 1/4• 6 1/4' 6 1/4' 6 1/4- 10 (BOTTOM) SS loam /A 11 NM 12 FOR mmm TOME a DYO6O FOR 6MOLL=)"S SWO 11000 FWWE 8Y1E01A aMMN NMMtOR $PRO= AIM 1MMIM1 m5 oww" AN 00100m a we ICNIZZ. FOR EA LESS T" Boma of SS lmot" mm no" woom Ir 01001.3IN1) PO4MD "m a 10404LE 9Y THE /amm a "am FOB TES watomm m a PONOLL EmUCm 8RECIN8 Offo m LSO FACTOR MOLL NOT S LESS 1Nw M RAM SAI CW 001CATm FM AW A IOII TTPE AT ANMIORS LOOM. AISW Tm 1/41 t 4•Y 1/4-0 1/4-0 1/4•. 1/0. TANS Cr 7M-4111110 awo-M sma-m W MOM van a 3 7 a 2 in a WaN.4 M0Ya N a ] a ll ] ,h 4 a 1/2 AOI2Lm I FOki /0R 21 - - - i Ilr Im iNSTTAA R�„A�ION INM 14-,0 PRrIBAMIE PLUS DETAILS FOR REGULAR PANELS EXISTING WOOD STRUCTURES 14-10 RNnNME PUGS (b & ha 14-10 PANEIAIM PM 6 1//4• RC, r/ / 7/a• TIMVAMOm1100D 'I, I 1 t' 0.G ■ 1 7/6• m aL r�� , 7/r TI11AOm 1N00aBETATOa`RN m m NN/OFA rgOD Odom � MYSf M1O 4 I 6SN 111M 4 i S 1/! oc i @M INN 4 i 4 I/f m FI000 6 v4• u � � j GOOD NGOSA 2. i r i SH 101mu a 1S /01SSOME a I _ 1S samm a TOR Ilk TO OUST -- , , -- P7! It MOON , ; SON, -- ; FDMM ta+. tAm141m I* alAa - --- 1Amw f4koi IEN0111 - -....--- MIA ' MOTEL u51otH ---- Mm. LENGIN ,/4Y-2M1• SS (SEE N1) OTE ,pY-]0f1' Sf (SEE No1E 1) ,r.Y-1041• s3 (SSE NOR! 1) .ar MY iriwN a111LAP � a/a• 4M wi 6 San aLW4/P / GINS ,INN ]/'•DON 4,11RA► j , ' j I I ba SM77f 1 edE of OF 1• r ' ' F Vi UII X aYMe BEN MN . /r 6en't 1 iIS ,/4•. LAC sM11,Is 2 i4• S00o rst• 900D 25N• SO00 r as r/, ,/2• MN. TMF� N110U81[D /M,0 ►ANBMAtt ttLM 9OMl11ED RE0N611D I j FOXVI Idemi 7 or AM Mp BIN OF PLAtt i , �• r IO 11O1N a /EAE 1 4.4 LAIN 301111E ISin I OA STAOSRm W I{ {„ / ,. , •. ASA. Y) OLD muct ADM ATMOOMOF PLATE SOIIt 3/6-1 ,GM SfillE J/6-/ fOAIE a/11.t 1. INSTALLATIONS FOR ALTERNATIVES ON. SW At IOW ONLY VALID FOR SUIDI110S WITH A.S.O. OEM WADS UP TO +433. -48.0 p.s.l. AND PANEL'S LENGTH UP TO 12--4' L FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN � ' C�A+,,•'•.T POE NO. 2. W/ SPEWC DENSITY OF 0.55 OR E01AN.. :' J `^L' FLARIDA BLTILDDID CODE Y Murrlo4T 4 $eT4 nanE Frit raMBINIRiOtl aF •� ILO. 41 3 * aMe 1M16Ca .R 20 DARE GkVA1�D STEfl sSD11Y PMEL aMrp1 .N * TOP a BOTTOM MOlIFN1OG5 CAN BE COMBINED IN ANY WAY TO SUIT ANY _ ! 0 D�ISfy MPrE� L PROT�Cm PRODAI% U.C. a/w/iw6 INSTALLATION. "O:.• R1O •j B I B. B i E Me.aar4 14w &W 4, OWN .� F "• .m r at41 1►,1�".N .A M4tIYL• OM)1M-Ns•L am EAOj1M.iN7 20-178 t] mono NEFIEW:W1"Opw 1e JE r,Um A 4- ►t 4 OO a Go is 1 I_. •. m E210 •X •JI•A W 15,111 .5'': 72:4 WAIR ('171111111717 14f 1 L • 01 L , •L• 0 Dili •� : I / / ii �0 v 'PAP . I :(._ ► . 4L6N is •.Ells. .. .s: 6. _ IL6. WALLWALLYOMMMG ON ��R���1W fOYte >4r - 1' 1. INSIN.Umm ARE ONLY WAIN FOR SL11m.0S EIIN ASA. oCWON LOW 1M To me +SBA -72A w NM own$ umm UP to r-r. L "a t�ls. �% M�4O/IC OE OI 0m OR� 10S aanmis/ -6--4 N N L _ cu NCD- C 0 O C C:)- cu -0 C- .� U ) 0-0 -C O 2)0 _0 W -0 _0 LL- 0 .w ^ /`.�.v� O 0- 1 cV a z z w J Air m cv ' O f '• ;�i t'. 3 (5 + y J) .0 L L a 'W cn cn cu O Q U CIO _0 N � L. VI cu We G Q Z z Q J SHEET NO, SH 1.1 VICH..RIS (SEE SMTO M ON SHEETS 17. 14. 19 t 20)--•- MAX 307. 411117. SAM I>D a�'i/7if.�IF, a/tt /p MINN.�CPwI1tA 7As/1B f II■ ' o 0 0 o O r MAIL I, HAW. rA16 SDImHI CORW I i I --N S NR R UFF f Rif , - 3,(/17..R/17. d�/,i. J]yB/tI7. Al�/17. EytR r MW. Bar/TB, 7RS/10 ! & WAR BBw/1B. 78w/1W . BIw/3D t• ,w-I ANCHORS (SEE SECTIONS ON SHIFTS 17. 1& 10 t 20) OPTION J2 FOR LIFE SAFETY STORM PANELG) ELEVATION SCALE 3/le-1' Vc Nc w SECTION A -A SCALE 3/ts•-t• M a I :1 fwwn [fie]. i•. oil, IF"_ I . S MAXIMUM A.S.D. DESIGN PRESSURE Max. PANEL LENGTH L (ft.) MME+NNM SEPARATION PANEL RATING (p.s.(.) (SEE SECTIONS) TO GLASS CONDMON +55.0, -72.0 8'-8. 2 3/4' UNBOLTED ' INACOMw17� THFQ4 0 1 l NIML WAGON 1/4' r MN. if + I ! iF�Rt sw.sovawm I 1. Ilot w AAA! BH Sa1FDIR[ I Pon LEMON ORE WM I BELOW)eM 1Fm � 7• AMEN EL LENGTH Ism r COW. I i! l I/r a� I i I i7rt sH�EN Dxi o) A'Y TAPCOW/ � W t 1 a MUM OF PLATE A + i sY tAPCON/ sm 1 1 I A or PLATE __irwom; PLATE WOOD PLAIT 71fALLY MZAIM Jitr AL acME 3/r-,' WAR W-1, 1. NBDYfAT10a ARE ONLY WILD FOR NALMM WITH A D. OENO LOANS tip � •�: tP TO +UA _uA PSF Ate Pmals LENGTH LP 10 r-r. �. 2. FOR NEW WOOD PIRA[ CCNwwR=nD k WOOD MCOEIw TO BE SOUTHER PIC Pa 2. W/ SPECIFIC ODIBM Or CEFS OR EQUAL *..'. $ COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS (SCALE 1/2-1") (IDEAL Be" u.Boo• (zrszc,M 1/4 i 2ASr CAW UK Waal , OXXL 1 M. AM A-M r - • - EDGE awal soa-110 Va. ,MSHRxA, OETAE A_I L�TAE 1.11l0" 1 ------------------------- (� STOltll PANEL O REMAM -hN TRAW PAELY Be LP W/ ,HDEED COOL .125' 0 � I - m 171Jr LROYEM MEW EIETAIL A t I . • "LAW COWER 0 DIDB OF PAMEL% I Do LP w/ HBO= EDGE (N.T.� -I r.-.12s• L J 1-3' Max.--1 O7 3NaT3'[Ye21.1 ALUM_ ANGLE l`2..G j O .,r TRAM .EBB• .I ._.7.Jo'_... II" LOFTS 6063-16 Hum. ALLOY rm) 1 i 4 owl_TB Alum. ALLOY 1• MAX PANEL UIDION SCHEDULE) 0 rot. ,tI F= WCN PANEL LENGTH, (> "ME 1 sa&4 .,28• i 2000' .t25' © 2M`x5'JMd,-1 ALUM, ANGLE INSTAUABON DETAILS FOR OPTIO J2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRM OR CONCRETE BLOCK STRUCTURES t r UPCON ANCHORS , 4 1APOON ANCHORS 4' 1%PCOM ANCIIORs 1 .' TAPCON ANCNpIS r of r O.0 of f�r o.a POURED POURED coicORmamowj ` POIIIED POW= ` • ' � �� Ica• � `_ I ' OR CONCRETE on concmm � r�� w i � j r WexAes w I I r WrrAxPe w i i I I r sWIRAWx w ' I I Wm tD � OWN � i �� t •s�ii A I ' �� ��1,ee11ee it cwnrSt.! , gig Q,�"••1 � NABS i. ___.. , �� � ' 4 � r a 7 , rx' �NR e I � I . ya• w�ari • I I d I ! • � I I ItR' L , sY-10.3 aS.€Its. W/ �+n' t .s.T .^Li IE4. �/ R�1/r O.C. offwASIHBI i ( (BEYOND IISIG wit w1ANER A 3/3r RIND NUT f 3/32' WHO • 12 1/2 O.C. i mommot (BEYOND) - 1Jr OIPOON ANCHOR$ t r TMOON AMCNKI S 1 r TAPCON ANCHORS t s' 7AP00N i ♦ 1/r D.t �t t/Y D.C. I ♦ t/T O.C. (WASW m w/ BRIO) w/ sm • . 1/r (lGOBOED at. CONC1ET eLOcx REQUIL-vomRE) TEmmumm IHLroLNRIm NWAOM tE Stoat UM BLOCK t SCALE 31r-1• wME 3/r-/' 20ALE 3/e-t' SCALE 3/D•-t" ,ti`: JcEa$�c t`z FLORIDA BUILDING CODE Y. UYIAOOno Zw nownwo�� L * •Ame wuma Ra 20 GAIN DALVAIM STEEL STOOP PANEL n 1r' taHsx W. OAL PROTECt10N PRODIICiS, LLC. 07 D } $'' u TLTE C O IIIC. «H is. IN awE7 �E O,� •. Ai �..7 OWE. R, 3=4 F•rSi Np L-,pW1no .P., nalpCegISSTDHeRtcOiHMFPDn 20-176 L C,,•,�pt• • • OArIRR Ne MM rE40 faT 1Q EIS H . m FOR wpm ,Yr9 . AIaM 111'E t/•'• Kd„ was Faf •EwEATWrs HAm WOOD r. Ateel slllotw B.E 3 iRt1E ■RCItC. HIsa1SY AIeiNR t►rnHLf AxC NNAMN ao[ DRBNtce AAE HxLWo� am tHs •RRRHArttrR CPNR• Bd a SCmAE FOf BA LEa 1tVw •BDeEi DR 7x7mlxE RPDIIQ AIICn wrap a HM•if aRwA w N 3 AWL Y IBBIw ILLIIFLYSD wWwe BORN W NwmWE N M /OtusWtR /AOIOIw. FOR THE OPOYo1FN A K rOSIrRL Rm11L'm t , � a , - Er,OSR oBWRReD YItlG rAeln s6u HDr EE taB 11Hw IWNRN BHIKWHG HI01011m FOx D1CN gL710R 7YF[ pl M SeBODLE T tm at /1• B MEN AT NEW tl0}� SCALE W ,• t. RIBpL1ATION4 ARE ONLY tAWe FOR BIIWDNOS WITH A.S.D. OaeN 10A0S UP 10 +SSA. -72.0 PSF AND t4NELYS LENGTH IP TO L FOR NEW WOOD FRAME CONSTRUCTOW "OD MEMBERS To BE SOUTHERN Pt NO. 2. W/ S 20M OM. Or 03B OR FOUAL. - BMD wRDj allDlnll NYIII) BRw•w Rw (nID•pt PIIw •.: v IDHE 2. a. • HIEOW wa Alp[ s a. H f80W i M BRSPr■�P.L,�w �w�N� IllillllllllVlilllllililllllililiilllllil40, 3. �NM 7W. rin OF PA ANEL _ 412'L• .Os 4• + r'A`iP•. L� >oa� a B�iaTxB°02G � ,•�iw ,!2' ,r �� �'�D 1E►AN�i�>t°' �_3 ® PtlYlElfl 1P • IASt PANEL t0 SE DR„PMROLLE�GpEApT �E�YNI • PWN6��A MK NFII�OV■IOED ,1H Lal � R M CON E-Z HANG STORY PAN�j_ SYSTEM , M0F E-Z HANG STORM PANEL_ SYSTEM ReDE d BTwcTAlc .EWE, foxE lvar. . , It-/4* V. w �1/r r.. aAP w yr Hr.. GAP SECTION 1-A SECTION R-B H�rLaRm'i'"wiwws)1°rAiOM lClf ]/31' - ,• NNE >1V3S• - ,• (1} IIEFWfI,OY er sF1WFs ,Duo- E - z IIMIO STORM PANG SYSTEM CONSISTINTRACKS AT BOTTOM G Of PANEL . bQBi. fBrW. N TOPS PUJB OR i8• LONG (t} Ok7M10r OF 9EIWEW 200E E - 2 WAG STORM -PMEL S,SiEM CONSISTING Of PANEL + (��T cee1. iRACILS TOP . BDTTpL (2). 00 PANELS SMALL REBUTS ■ COIf1EC1EyD ro Su WALL BY YEANB a (2)'�� eE P�RoaDE�o � T�E ca�,nE�cTm�eAOTroII TwEac OTHERWISE A stop B+R � 'm�`�To �wt'iti-2a�3 s� �/�Rs� �PMtns (�. w END ARE TQ BD110M 7RACt, CgDECFDN SWILL COMM � DEBDPoBED ON � (a) 1 rFZ1' MLS W 7 CAJ/32' w/q NUF OR 1/1'�4' AWn, TfRAI■�M 80170Y 710N OF FA4]FNCRS Y AT EIDIOt Oi 1w0 (3). FOR ON LASES WHEN ENO PANELS AK IISE JONIILY W/ t6' LAND TWt.® AT FXIflICR FIAT M1110f5 OF END PANELBUT EID PANELS ARE MOT COfNECiED TAT RE CASL O BOTTOM TICK ■STOP Ba (4). W CASE THAT ENp ►A)NE{� ARE IIOT OOIIIECIED ro BOTTOM 1RACx (4• A SHOP BAR &HALL BE PIIDYtO® AT TOP OF SUCH PAt4LS. TES, INlwO SPECS ANAICAR9 ON N�D'F (3) ABOVE N SUCH COIMSOTICH�OFIT mPwEi � (•) Y�OIIM■EO�E� AST BOTTOM AACLWD BO Tlblpf WALL ro Bo1roM 1RACI MAY OCCUR AT ANY PANEL LOCATION. Wf TWO PNEIANiES f04OBNq ■AO/G SHOWN ON ELE,NTIOIi AND (6). SEE SECTION t', 3' 3 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. �Ii�P� e^. E0� DIBFMICE. MR NR4�BREPoCF PANEL USED Y IE! � Ix7E5 /, NOT NEED ro EE coHLEGrtD TO w ANr HIEIfHs. lRAlat 9IWL CdTMIiD cER �:: T�`�/T. �' O�YDRAP3REOINW [N LEFF: RIOMF 9DE Oi PNIEi� WIYF tIt 71 o REQUIREVolooft OR sow at D INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORK PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES fi 1 4 TAPCON ANCeR9 4' TAPCON AIHCHDRS �r at (r of IEA• I I r taNxsA a Wr,wRMx w •Silo teiMl`s I.K1tre i w® 1YE�.! RR olwt9 , I atAK , j i I I lam' w�dtNf • f � r I i /,h,li1 ►ANEULQE PUTS W/,thtOh PJVR1alATE PILE w/ T �'i �•J� W!q NUT wtwER i JIJY WING NOrRVNEA I L eaHeaETE 'zaoal «oex MQWM �� EL l.liE..,SA�PAIIEu L A. T� SGIE J/!•-/• CEAi� �'� ' t1D. 44167 FLORIDA suILaNG CODE N Nurrloonf iDHH. *: Hoes Wpl00. rK: 20 OAOE QALYMQEO STEEL STOON PANEL F�' ir. �� ORAL I�E O I PROTE� I�ONN PRODUCi'3' IMRB u r w Rrw Ns,e (NH�TNRS, rltkm' p•HxWM••oe 20-178 PR ti pR •n.,Nr . HNwlllR ,le Jr. PL - RRsf N d m LEMM ANEBR TtfE 1/r• ,/s1 >6 •@T H . >b Wx AMISIOK THE A. �a4i /MpD /CI SEpl1A1q,R We ■DOD FRwE BRRB•HG r Aqp aePs C _ a a IMIIR.IfOIn lVaDf AID IIISIIIN e,.•R. P.J a a ADD[ OERHrC[ AR sISICsm W 71st •eetAWAO StIHdMt NCR ca Lai 11VN NOHWR aw 6i A6.t a•rt w BJ a s 1/1 N7wWE fmlHCa A,rJHOR wAOD M IRl7MLYSD wrap MOWN ON SCEOSE AM o � aimR M M FOUOrei ,IIC10R9. FOR ltst- p+EiSDN m d IN,I1wNc Ilmllfm e,raD otlDwRm HRLHS F4LTof NNL Im- s[ Has 7Nw MIeWM f1lOsw Isr00fD r tm ,m FM NCH won THE CN WSt fCEDU[ at - O610ML S� 1N1� E�2 IYsa Si[■Y PIBEI 1L'Y41B31 1. E-2 IM1NC S10RY PANEL gHOwll ON THIS PRODUCT EtMlINT10N DOGNEM (P.EDJ HAS BEEN VERIFIED FOR COMPLMNCE W &1) 11fHNAR1 OABEDIIEtNf OF TAPCON ANCHORS AND PANElW7E FEMALE D ! PANELWIE PLUS INTO CONCRETE ACCORDYRI B711H 711E 2020 (71i EDRION) OF THE FLORIDA, BUILDING CODE BLOCK SHIAl1 8E , //a'. DESIGN BWe LOAN SHALL ■ DE7E11MMED AS PER lEt11011 t62D OF THE ABOVE IIIENTIDIIED CODE. L2) IISSMRM E7MlOAEErt OF t/•'• x 7/B' CAUL-N ANCHORS sllAu ■ B 7/B' INTO CONCRETE. FOR A ISBD SPEED AS REOLBED BT i,E JUR/SOICTCN ISIERE TIEBf BIIUITEIK wBi BE NSTMyEp MID NO EMIB[p1ENT RITE MIY FNISIH W7T3dL SMALL BE PERMTIED. FOR A DRfC1eNNR,' FACTOR KA-O.BS. VSRIO A9CE T-16 AND &W.l NOT ExCEED 7ME MAKBIUM (AS.D.) 1/1' 0-20 SS SDEYMLK BOLTS USED !HILL! BE LONG DIOIIfDR'SIWUID ANY FINISH WTEIBAL O06» TO DESIGN PRESSURE M11N66 NDK'w7ED dH SNEtTS 25 ! 2B. ENGAOf J/•' YITO ANCORS. W OLDER ro VERIFT 71E ABOVE COIertCN. ULTIMATE DESIGN WIND LORDS DETERMIfED PER ASIDE 7-1e SMALL BE iNS► RED{KIED ro A.S.D. OESI011 IHQ LaAD6 BY MULTIPLYING THEY 8Y D.s w ORDER ro B•3i IN CAGE THAT PREG,tsr STONE. OR PRErJwr CONCRETE PANELS BE PDIRID ON M 1xsTfe r1ALt. ro CpPARE THESE w/ MAX (A.AO) DESeII PRESSURE RATINGS ReKJOED dH BI,kETE 23 ! 26. ANCHORS EILALL ■ LONG EMIOUCFI ro REACH 11E LMM STRUCTURE BEIaHD sLIrAI PANELS. ANCFIORAGE STWl K A4 MENTIONED w 141) AND N B.2). W ORDER TO YE1HiY THAT COMPONENTS AND ANCIeR4 ON THIS PLO. AS TESTED WERE NOT OVER STRESSED, A J■ INCREASE N ALTO INSURE LOWABLE S7RE55 FOR ww LOADS WAS Np'L USED w DER AAAlY97S. FASTENlRS SPACWO ro w0g0 HAS BIFl7H DETEIBBMED N /IOCOIeAMICE IIRII N.O.S. 2015. (C) AMICHICNIS SHALL wsrMaFD Fouawc ALL a THE REOOM1plwTKRo AND sPEaFirwTtoHHs a THE MIpgR's s1o1BI PANEL'S AOEWY.'Y Fpt IMPACT AND FATIGUE RESISTANCE HAS BEEN ,IERIFtiD w A1;CORa4HCE ,wTtH 8[CtiDN IIt2e OF f 1 R MAIL B[ THE RESPOII,MIUfN OF THE CONTRACTOR ro xERIFY tFE SDLHpONEss OF THE 87RLC1URE INHERE SMRITIER TIRE ABOVE MDFTIONED CODE As PER FENESTRATION TEsrrc {ABOIATrxLY. Wc. REPORT ! 1032. As PltoroWLs rAf-tot. TAS-zoB Np TAs-203. �T�� A�� PROPER ANCHDRACf. THIS SHUTTER &ABLE olLLr BE ATFACED ro OONdi1E, BLOCK 2. 1tfS SYSTEM HAS BEEN DESIGNED ro ■ INSTALLED ON THE oLlseE of TIE OPENWO ACCi55B+IG THE oPHDHWe FROM THE RKIOE w/o TIE 101[ OF A UDOOt OR LIFT THIS APPtxyItHCH 6 rMED MEN INSTALLATION B INTENDED ro BE PERFORMED 12. THE WSTiWAICN CONIIACtpt IS ro SEII/CALKK ALCONTACT L SNLRTER 0011POIIDNT EDGES wwcHH IENAIMH w CONTfRlw15 FROM 1tE HNSIOE of STRUCTURE. YHIM THE tRIR.DHc ro PlEvvrt fRNO/RAW INTRUSION. CJANK AMID SEAL SHUTTER TRACKS ALL AROIaq FULITFORM SHALL COMPLY PRDVM BY JURISDICTION PERMIT 3 L 1 S[RES 1000 NBTALU110N 6 APPLICABLE ro SINGLE AND DOUBLE WING SiYtE wWDatis WHEN NSTAt1E1110N E REQUIRED ro ■ PE/tF'ORLIF-0 FROM THE B/SIOE or SiRLIC7LNIE 13. T� 110M� ww� 1�PM�rogtl1ME1G pYB My BULDEIC AIO zoNNIC .. sELnEs 2000 wISTALUTgN s APPLICABLE ro sBwLE AND DoustE IHLHw ae ,HortaowrAt suDENB Sr" wwooWs WHEN INSTALLATION B REQUIRED ro ■PERFORMED FROM THE HIISIDE � STtHUCTURE. 14. A11NAY WLNDOIIS AND DOORS. IFC. E - 2 HAND: 310RY PANEL SYSTEM- 6 PNBOR POIOBO. S. ALL Al1A1AR/ ExBB15RON8 ro at 6063-T6 ALLOY +MD TEMPER. (IK�RFSS OTIRAN75E NOTED) tJ. (e) iN6 PRODUCT EW4M1gN OOCINENF {PLDJ PREPARED BF HISS ENWLER B OENEfiC NO DOES NDT vROVDE 11FORYA71011 fOIF A fllE SPECIFIC PROJECT: It MERE 111E w1E OOMOIf10NS DEVAIE FROM 1FE P.ED. B. ALL ALLMSMI SHEET METAL USED AT CLOSURES SIIIY,L HAVE 3706-N14 ALLOY. (i) CONRACTOR ro ■ RtSPONSlLE FOR THE SEtEC71011. FtIRCHSE AND RHSTAl1A710N fHCLWWO IBE SAFETY of 7. ALL Si[LL SHEET 1ETAL PANELS SSW! IIRIE SiRUCRxi1L DUALITY SILEL., ASTM A-B53 QHME JO MN., QILVAFREU STEEL TIRE PRODUCT DATED ON THIS PLC. PROVgkD HE/SHE 0065 NOT OEVAIE FROM THE COIIOI110N5 DETARED ON OESIpA/10N W/F7- SLB W (ARF1E1t 110LLID). THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS 7/E CONTRACTOR'S ■SPCI6IBE/iY. B. ALL SCREWS ro BE SfANA2E44 STEEL Soo OR 316 AID SEISES OR CORROSION RESISTANT CM7ID CARBON STEEL AS PER ON (e) THIS PROOLHCT EYNilAl10N DOCUMENT wl1 ■ C1NBeEAED RILRLID : IIOOFIED. loofa w/ eD Hsi Yi1O STRENGTH AND ■INN h715R.[ SIRMDM k SHH41 COMPLY w/ FtOR10A BUILDING CODE SECTION 24,iJ.J.1. (A) SITE SPECIFIC PROJOCis SNAL1. BE PREIPAPED w A FLORIDA REGISTERED ENOHIEflI OR ARCCTECT B1SCH WALL B. BOLTS TO BE ASNI A-307 OAUN2QED STEEL, OR A19 !Oa BELIES STAINLESS STEEL. WTiH x Hui IwRMw YIELD STRENGTH. BEWME TIE EMIpFEER OF RECORD (E.O.R.) raR THE PROJECT AND WHO WILL K I.fPONSIBtJ: i01t THE PROP" IISE OF 1FIE P.E.D. EMp11EFR OF MEW" AS A OELE010ED ENQEFR TO THE PLO. EMOYEER, 9HIIl1 i 10. AtIC#eR5 TO 1wW,L STALL BE AS FOLLOW- &l11R ro T1e5 LATTER 71E SITE SPECIFIC DRArIFKiB FOR REYtEw. it W ,O EMTR,IL= ItOLese mNLRnr. (•) llsS P,E,D. SHALL 8FM ilE DATE AND DWpNAI SEAL AND SI9MTUIIE OF THE PIP1L EIIOiEDI OF 1/4'0 TAN•CON ANCMgRB AS MANUFACTURED r LT.w. BIALDOI. INC. (Awl 1'r3f92 RECORD THAT PREPARED R. - 1/1' • % 7/6' CALK-W ANCHORS. AS MANUFACTURED BY OMIT INC. (INN. re-3000 p,e.4) IS. $TCBI PANEL YAMFACTUpERS LABEL SHALL BE LOCATED pl A gEAOLY VISIBLE WC01p1 AT SIOMI PAFIEL N - /1/-10 f,YEIINIE FEMALE e ! PANEllA7E PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSRItICTeN PI100tICT5. ACCORDANCE wRll �CfION 170B.B.3 OF FLORIDA BUILDING CODE. ONE LABEL SWILOfth L BE PTACED FOR EVERY OPETDHO. (re-3JS0 p.W.) IABELINO ro COMPLY rRIM SECit0F1 170943 OF t1E FLORIDA BINLOING CODE wt) MfBiKNM ETABEDIENT OF TAPCON ANCHORS wro POURED CONCRETE BIINL ■ 1 3/4' AND 2' FOR PANELNLAIF FEMME D ! ►ANEIYRRE RA15. A2) MIfYAW EIIBEDMENf OF 1/AY x 7/r GWt-N ANCHORS lIkLLL BE 5 7/B• INTO CONCRETE. NO EleEOMEM sR0 ANY ff1&I WT[NUAI SMALL BE PEIM1f1E0. 1/4' F20 SS SeEW4,LX MOLTS USED SfIN1 BE LONG E110VCX(SMgVID ANY PfYSN MNTEIBAI EXIST) ro ENGAGE 3/4' tNW ANCHORS, r�lA wJ) N CASE THAT PREC,IST STOLE PRECAST CONCRETE PANELS, OR WATERS BE FOIa1D ON THE E7a7W0 f1Y1 ORA. •• T F1.00IH, ANC10,6 SIYlI. BE LONG EMOUfAi ro REACH 111E MATH STRUCTURE BEtR1A SUCH PRNFLS. ANCHORAGE SHALL ■ AS MENTWm W A1) AND W A,i). (B) ro w,rn mMrxETe Bloc•. No.44i87 - 1/4• D TAP0011 ANCI101T5 AS WPB6ACRMED BY I.T.W. BtIB.DEIL. INC. . FLORIDA OWLDINO COOS Y MlurAwnf - ,/r ♦ x 7/B' cALx-w ANC110R5. AS MR/LIFACRIREO BY OEWALT INC. (rm-IS00 P.•.I.) p�••,. Jtz � .mNs,aneC. rx¢ Zd OABE OALYANO',ED STEEL STOIBN PAIIEL r - /Ih10 MIELAAtE FEMALE D AND PNELEATE FLUB ANCHORS. AS IMAIAIFAC'lilR[D BY 11.00 WRSTRIICTgN osA, PRooucls (rm.sw, P.aL)INSTALLABON ' D LS FOR SERIES 2000 AND 1000 E-Z HANG STORM JRIAIIOI m iR1Att. PANEL j iNTO POURED CONCRETE OR CONCRETE BLOCK �HAtRamf /�, •RA NwP WD L�':o�d � MINIMUM li�'��[sTT�-�'ri"-i��: i.IL..I� :. T �: 1 • ;.Li ., i. �l '.7tl1 •. tlLS. 7um N c- co -cu (OD Q- o O O 2 0 O L (� � r�A' D �7 S r5 r - G .0 r _ cry (-, R _ rLr � J i• V 'W �B O Q U O I.t.l Q Z z Q J d SHEET N0. SH 1112 _ 412'L• .Os 4• + r'A`iP•. L� >oa� a B�iaTxB°02G � ,•�iw ,!2' ,r �� �'�D 1E►AN�i�>t°' �_3 ® PtlYlElfl 1P • IASt PANEL t0 SE DR„PMROLLE�GpEApT �E�YNI • PWN6��A MK NFII�OV■IOED ,1H Lal � R M CON E-Z HANG STORY PAN�j_ SYSTEM , M0F E-Z HANG STORM PANEL_ SYSTEM ReDE d BTwcTAlc .EWE, foxE lvar. . , It-/4* V. w �1/r r.. aAP w yr Hr.. GAP SECTION 1-A SECTION R-B H�rLaRm'i'"wiwws)1°rAiOM lClf ]/31' - ,• NNE >1V3S• - ,• (1} IIEFWfI,OY er sF1WFs ,Duo- E - z IIMIO STORM PANG SYSTEM CONSISTINTRACKS AT BOTTOM G Of PANEL . bQBi. fBrW. N TOPS PUJB OR i8• LONG (t} Ok7M10r OF 9EIWEW 200E E - 2 WAG STORM -PMEL S,SiEM CONSISTING Of PANEL + (��T cee1. iRACILS TOP . BDTTpL (2). 00 PANELS SMALL REBUTS ■ COIf1EC1EyD ro Su WALL BY YEANB a (2)'�� eE P�RoaDE�o � T�E ca�,nE�cTm�eAOTroII TwEac OTHERWISE A stop B+R � 'm�`�To �wt'iti-2a�3 s� �/�Rs� �PMtns (�. w END ARE TQ BD110M 7RACt, CgDECFDN SWILL COMM � DEBDPoBED ON � (a) 1 rFZ1' MLS W 7 CAJ/32' w/q NUF OR 1/1'�4' AWn, TfRAI■�M 80170Y 710N OF FA4]FNCRS Y AT EIDIOt Oi 1w0 (3). FOR ON LASES WHEN ENO PANELS AK IISE JONIILY W/ t6' LAND TWt.® AT FXIflICR FIAT M1110f5 OF END PANELBUT EID PANELS ARE MOT COfNECiED TAT RE CASL O BOTTOM TICK ■STOP Ba (4). W CASE THAT ENp ►A)NE{� ARE IIOT OOIIIECIED ro BOTTOM 1RACx (4• A SHOP BAR &HALL BE PIIDYtO® AT TOP OF SUCH PAt4LS. TES, INlwO SPECS ANAICAR9 ON N�D'F (3) ABOVE N SUCH COIMSOTICH�OFIT mPwEi � (•) Y�OIIM■EO�E� AST BOTTOM AACLWD BO Tlblpf WALL ro Bo1roM 1RACI MAY OCCUR AT ANY PANEL LOCATION. Wf TWO PNEIANiES f04OBNq ■AO/G SHOWN ON ELE,NTIOIi AND (6). SEE SECTION t', 3' 3 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. �Ii�P� e^. E0� DIBFMICE. MR NR4�BREPoCF PANEL USED Y IE! � Ix7E5 /, NOT NEED ro EE coHLEGrtD TO w ANr HIEIfHs. lRAlat 9IWL CdTMIiD cER �:: T�`�/T. �' O�YDRAP3REOINW [N LEFF: RIOMF 9DE Oi PNIEi� WIYF tIt 71 o REQUIREVolooft OR sow at D INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORK PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES fi 1 4 TAPCON ANCeR9 4' TAPCON AIHCHDRS �r at (r of IEA• I I r taNxsA a Wr,wRMx w •Silo teiMl`s I.K1tre i w® 1YE�.! RR olwt9 , I atAK , j i I I lam' w�dtNf • f � r I i /,h,li1 ►ANEULQE PUTS W/,thtOh PJVR1alATE PILE w/ T �'i �•J� W!q NUT wtwER i JIJY WING NOrRVNEA I L eaHeaETE 'zaoal «oex MQWM �� EL l.liE..,SA�PAIIEu L A. T� SGIE J/!•-/• CEAi� �'� ' t1D. 44167 FLORIDA suILaNG CODE N Nurrloonf iDHH. *: Hoes Wpl00. rK: 20 OAOE QALYMQEO STEEL STOON PANEL F�' ir. �� ORAL I�E O I PROTE� I�ONN PRODUCi'3' IMRB u r w Rrw Ns,e (NH�TNRS, rltkm' p•HxWM••oe 20-178 PR ti pR •n.,Nr . HNwlllR ,le Jr. PL - RRsf N d m LEMM ANEBR TtfE 1/r• ,/s1 >6 •@T H . >b Wx AMISIOK THE A. �a4i /MpD /CI SEpl1A1q,R We ■DOD FRwE BRRB•HG r Aqp aePs C _ a a IMIIR.IfOIn lVaDf AID IIISIIIN e,.•R. P.J a a ADD[ OERHrC[ AR sISICsm W 71st •eetAWAO StIHdMt NCR ca Lai 11VN NOHWR aw 6i A6.t a•rt w BJ a s 1/1 N7wWE fmlHCa A,rJHOR wAOD M IRl7MLYSD wrap MOWN ON SCEOSE AM o � aimR M M FOUOrei ,IIC10R9. FOR ltst- p+EiSDN m d IN,I1wNc Ilmllfm e,raD otlDwRm HRLHS F4LTof NNL Im- s[ Has 7Nw MIeWM f1lOsw Isr00fD r tm ,m FM NCH won THE CN WSt fCEDU[ at - O610ML S� 1N1� E�2 IYsa Si[■Y PIBEI 1L'Y41B31 1. E-2 IM1NC S10RY PANEL gHOwll ON THIS PRODUCT EtMlINT10N DOGNEM (P.EDJ HAS BEEN VERIFIED FOR COMPLMNCE W &1) 11fHNAR1 OABEDIIEtNf OF TAPCON ANCHORS AND PANElW7E FEMALE D ! PANELWIE PLUS INTO CONCRETE ACCORDYRI B711H 711E 2020 (71i EDRION) OF THE FLORIDA, BUILDING CODE BLOCK SHIAl1 8E , //a'. DESIGN BWe LOAN SHALL ■ DE7E11MMED AS PER lEt11011 t62D OF THE ABOVE IIIENTIDIIED CODE. L2) IISSMRM E7MlOAEErt OF t/•'• x 7/B' CAUL-N ANCHORS sllAu ■ B 7/B' INTO CONCRETE. FOR A ISBD SPEED AS REOLBED BT i,E JUR/SOICTCN ISIERE TIEBf BIIUITEIK wBi BE NSTMyEp MID NO EMIB[p1ENT RITE MIY FNISIH W7T3dL SMALL BE PERMTIED. FOR A DRfC1eNNR,' FACTOR KA-O.BS. VSRIO A9CE T-16 AND &W.l NOT ExCEED 7ME MAKBIUM (AS.D.) 1/1' 0-20 SS SDEYMLK BOLTS USED !HILL! BE LONG DIOIIfDR'SIWUID ANY FINISH WTEIBAL O06» TO DESIGN PRESSURE M11N66 NDK'w7ED dH SNEtTS 25 ! 2B. ENGAOf J/•' YITO ANCORS. W OLDER ro VERIFT 71E ABOVE COIertCN. ULTIMATE DESIGN WIND LORDS DETERMIfED PER ASIDE 7-1e SMALL BE iNS► RED{KIED ro A.S.D. OESI011 IHQ LaAD6 BY MULTIPLYING THEY 8Y D.s w ORDER ro B•3i IN CAGE THAT PREG,tsr STONE. OR PRErJwr CONCRETE PANELS BE PDIRID ON M 1xsTfe r1ALt. ro CpPARE THESE w/ MAX (A.AO) DESeII PRESSURE RATINGS ReKJOED dH BI,kETE 23 ! 26. ANCHORS EILALL ■ LONG EMIOUCFI ro REACH 11E LMM STRUCTURE BEIaHD sLIrAI PANELS. ANCFIORAGE STWl K A4 MENTIONED w 141) AND N B.2). W ORDER TO YE1HiY THAT COMPONENTS AND ANCIeR4 ON THIS PLO. AS TESTED WERE NOT OVER STRESSED, A J■ INCREASE N ALTO INSURE LOWABLE S7RE55 FOR ww LOADS WAS Np'L USED w DER AAAlY97S. FASTENlRS SPACWO ro w0g0 HAS BIFl7H DETEIBBMED N /IOCOIeAMICE IIRII N.O.S. 2015. (C) AMICHICNIS SHALL wsrMaFD Fouawc ALL a THE REOOM1plwTKRo AND sPEaFirwTtoHHs a THE MIpgR's s1o1BI PANEL'S AOEWY.'Y Fpt IMPACT AND FATIGUE RESISTANCE HAS BEEN ,IERIFtiD w A1;CORa4HCE ,wTtH 8[CtiDN IIt2e OF f 1 R MAIL B[ THE RESPOII,MIUfN OF THE CONTRACTOR ro xERIFY tFE SDLHpONEss OF THE 87RLC1URE INHERE SMRITIER TIRE ABOVE MDFTIONED CODE As PER FENESTRATION TEsrrc {ABOIATrxLY. Wc. REPORT ! 1032. As PltoroWLs rAf-tot. TAS-zoB Np TAs-203. �T�� A�� PROPER ANCHDRACf. THIS SHUTTER &ABLE olLLr BE ATFACED ro OONdi1E, BLOCK 2. 1tfS SYSTEM HAS BEEN DESIGNED ro ■ INSTALLED ON THE oLlseE of TIE OPENWO ACCi55B+IG THE oPHDHWe FROM THE RKIOE w/o TIE 101[ OF A UDOOt OR LIFT THIS APPtxyItHCH 6 rMED MEN INSTALLATION B INTENDED ro BE PERFORMED 12. THE WSTiWAICN CONIIACtpt IS ro SEII/CALKK ALCONTACT L SNLRTER 0011POIIDNT EDGES wwcHH IENAIMH w CONTfRlw15 FROM 1tE HNSIOE of STRUCTURE. YHIM THE tRIR.DHc ro PlEvvrt fRNO/RAW INTRUSION. CJANK AMID SEAL SHUTTER TRACKS ALL AROIaq FULITFORM SHALL COMPLY PRDVM BY JURISDICTION PERMIT 3 L 1 S[RES 1000 NBTALU110N 6 APPLICABLE ro SINGLE AND DOUBLE WING SiYtE wWDatis WHEN NSTAt1E1110N E REQUIRED ro ■ PE/tF'ORLIF-0 FROM THE B/SIOE or SiRLIC7LNIE 13. T� 110M� ww� 1�PM�rogtl1ME1G pYB My BULDEIC AIO zoNNIC .. sELnEs 2000 wISTALUTgN s APPLICABLE ro sBwLE AND DoustE IHLHw ae ,HortaowrAt suDENB Sr" wwooWs WHEN INSTALLATION B REQUIRED ro ■PERFORMED FROM THE HIISIDE � STtHUCTURE. 14. A11NAY WLNDOIIS AND DOORS. IFC. E - 2 HAND: 310RY PANEL SYSTEM- 6 PNBOR POIOBO. S. ALL Al1A1AR/ ExBB15RON8 ro at 6063-T6 ALLOY +MD TEMPER. (IK�RFSS OTIRAN75E NOTED) tJ. (e) iN6 PRODUCT EW4M1gN OOCINENF {PLDJ PREPARED BF HISS ENWLER B OENEfiC NO DOES NDT vROVDE 11FORYA71011 fOIF A fllE SPECIFIC PROJECT: It MERE 111E w1E OOMOIf10NS DEVAIE FROM 1FE P.ED. B. ALL ALLMSMI SHEET METAL USED AT CLOSURES SIIIY,L HAVE 3706-N14 ALLOY. (i) CONRACTOR ro ■ RtSPONSlLE FOR THE SEtEC71011. FtIRCHSE AND RHSTAl1A710N fHCLWWO IBE SAFETY of 7. ALL Si[LL SHEET 1ETAL PANELS SSW! IIRIE SiRUCRxi1L DUALITY SILEL., ASTM A-B53 QHME JO MN., QILVAFREU STEEL TIRE PRODUCT DATED ON THIS PLC. PROVgkD HE/SHE 0065 NOT OEVAIE FROM THE COIIOI110N5 DETARED ON OESIpA/10N W/F7- SLB W (ARF1E1t 110LLID). THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS 7/E CONTRACTOR'S ■SPCI6IBE/iY. B. ALL SCREWS ro BE SfANA2E44 STEEL Soo OR 316 AID SEISES OR CORROSION RESISTANT CM7ID CARBON STEEL AS PER ON (e) THIS PROOLHCT EYNilAl10N DOCUMENT wl1 ■ C1NBeEAED RILRLID : IIOOFIED. loofa w/ eD Hsi Yi1O STRENGTH AND ■INN h715R.[ SIRMDM k SHH41 COMPLY w/ FtOR10A BUILDING CODE SECTION 24,iJ.J.1. (A) SITE SPECIFIC PROJOCis SNAL1. BE PREIPAPED w A FLORIDA REGISTERED ENOHIEflI OR ARCCTECT B1SCH WALL B. BOLTS TO BE ASNI A-307 OAUN2QED STEEL, OR A19 !Oa BELIES STAINLESS STEEL. WTiH x Hui IwRMw YIELD STRENGTH. BEWME TIE EMIpFEER OF RECORD (E.O.R.) raR THE PROJECT AND WHO WILL K I.fPONSIBtJ: i01t THE PROP" IISE OF 1FIE P.E.D. EMp11EFR OF MEW" AS A OELE010ED ENQEFR TO THE PLO. EMOYEER, 9HIIl1 i 10. AtIC#eR5 TO 1wW,L STALL BE AS FOLLOW- &l11R ro T1e5 LATTER 71E SITE SPECIFIC DRArIFKiB FOR REYtEw. it W ,O EMTR,IL= ItOLese mNLRnr. (•) llsS P,E,D. SHALL 8FM ilE DATE AND DWpNAI SEAL AND SI9MTUIIE OF THE PIP1L EIIOiEDI OF 1/4'0 TAN•CON ANCMgRB AS MANUFACTURED r LT.w. BIALDOI. INC. (Awl 1'r3f92 RECORD THAT PREPARED R. - 1/1' • % 7/6' CALK-W ANCHORS. AS MANUFACTURED BY OMIT INC. (INN. re-3000 p,e.4) IS. $TCBI PANEL YAMFACTUpERS LABEL SHALL BE LOCATED pl A gEAOLY VISIBLE WC01p1 AT SIOMI PAFIEL N - /1/-10 f,YEIINIE FEMALE e ! PANEllA7E PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSRItICTeN PI100tICT5. ACCORDANCE wRll �CfION 170B.B.3 OF FLORIDA BUILDING CODE. ONE LABEL SWILOfth L BE PTACED FOR EVERY OPETDHO. (re-3JS0 p.W.) IABELINO ro COMPLY rRIM SECit0F1 170943 OF t1E FLORIDA BINLOING CODE wt) MfBiKNM ETABEDIENT OF TAPCON ANCHORS wro POURED CONCRETE BIINL ■ 1 3/4' AND 2' FOR PANELNLAIF FEMME D ! ►ANEIYRRE RA15. A2) MIfYAW EIIBEDMENf OF 1/AY x 7/r GWt-N ANCHORS lIkLLL BE 5 7/B• INTO CONCRETE. NO EleEOMEM sR0 ANY ff1&I WT[NUAI SMALL BE PEIM1f1E0. 1/4' F20 SS SeEW4,LX MOLTS USED SfIN1 BE LONG E110VCX(SMgVID ANY PfYSN MNTEIBAI EXIST) ro ENGAGE 3/4' tNW ANCHORS, r�lA wJ) N CASE THAT PREC,IST STOLE PRECAST CONCRETE PANELS, OR WATERS BE FOIa1D ON THE E7a7W0 f1Y1 ORA. •• T F1.00IH, ANC10,6 SIYlI. BE LONG EMOUfAi ro REACH 111E MATH STRUCTURE BEtR1A SUCH PRNFLS. ANCHORAGE SHALL ■ AS MENTWm W A1) AND W A,i). (B) ro w,rn mMrxETe Bloc•. No.44i87 - 1/4• D TAP0011 ANCI101T5 AS WPB6ACRMED BY I.T.W. BtIB.DEIL. INC. . FLORIDA OWLDINO COOS Y MlurAwnf - ,/r ♦ x 7/B' cALx-w ANC110R5. AS MR/LIFACRIREO BY OEWALT INC. (rm-IS00 P.•.I.) p�••,. Jtz � .mNs,aneC. rx¢ Zd OABE OALYANO',ED STEEL STOIBN PAIIEL r - /Ih10 MIELAAtE FEMALE D AND PNELEATE FLUB ANCHORS. AS IMAIAIFAC'lilR[D BY 11.00 WRSTRIICTgN osA, PRooucls (rm.sw, P.aL)INSTALLABON ' D LS FOR SERIES 2000 AND 1000 E-Z HANG STORM JRIAIIOI m iR1Att. PANEL j iNTO POURED CONCRETE OR CONCRETE BLOCK �HAtRamf /�, •RA NwP WD L�':o�d � MINIMUM li�'��[sTT�-�'ri"-i��: i.IL..I� :. T �: 1 • ;.Li ., i. �l '.7tl1 •. tlLS. 7um N c- co -cu (OD Q- o O O 2 0 O L (� � r�A' D �7 S r5 r - G .0 r _ cry (-, R _ rLr � J i• V 'W �B O Q U O I.t.l Q Z z Q J d SHEET N0. SH 1112 INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORK PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES fi 1 4 TAPCON ANCeR9 4' TAPCON AIHCHDRS �r at (r of IEA• I I r taNxsA a Wr,wRMx w •Silo teiMl`s I.K1tre i w® 1YE�.! RR olwt9 , I atAK , j i I I lam' w�dtNf • f � r I i /,h,li1 ►ANEULQE PUTS W/,thtOh PJVR1alATE PILE w/ T �'i �•J� W!q NUT wtwER i JIJY WING NOrRVNEA I L eaHeaETE 'zaoal «oex MQWM �� EL l.liE..,SA�PAIIEu L A. T� SGIE J/!•-/• CEAi� �'� ' t1D. 44167 FLORIDA suILaNG CODE N Nurrloonf iDHH. *: Hoes Wpl00. rK: 20 OAOE QALYMQEO STEEL STOON PANEL F�' ir. �� ORAL I�E O I PROTE� I�ONN PRODUCi'3' IMRB u r w Rrw Ns,e (NH�TNRS, rltkm' p•HxWM••oe 20-178 PR ti pR •n.,Nr . HNwlllR ,le Jr. PL - RRsf N d m LEMM ANEBR TtfE 1/r• ,/s1 >6 •@T H . >b Wx AMISIOK THE A. �a4i /MpD /CI SEpl1A1q,R We ■DOD FRwE BRRB•HG r Aqp aePs C _ a a IMIIR.IfOIn lVaDf AID IIISIIIN e,.•R. P.J a a ADD[ OERHrC[ AR sISICsm W 71st •eetAWAO StIHdMt NCR ca Lai 11VN NOHWR aw 6i A6.t a•rt w BJ a s 1/1 N7wWE fmlHCa A,rJHOR wAOD M IRl7MLYSD wrap MOWN ON SCEOSE AM o � aimR M M FOUOrei ,IIC10R9. FOR ltst- p+EiSDN m d IN,I1wNc Ilmllfm e,raD otlDwRm HRLHS F4LTof NNL Im- s[ Has 7Nw MIeWM f1lOsw Isr00fD r tm ,m FM NCH won THE CN WSt fCEDU[ at - O610ML S� 1N1� E�2 IYsa Si[■Y PIBEI 1L'Y41B31 1. E-2 IM1NC S10RY PANEL gHOwll ON THIS PRODUCT EtMlINT10N DOGNEM (P.EDJ HAS BEEN VERIFIED FOR COMPLMNCE W &1) 11fHNAR1 OABEDIIEtNf OF TAPCON ANCHORS AND PANElW7E FEMALE D ! PANELWIE PLUS INTO CONCRETE ACCORDYRI B711H 711E 2020 (71i EDRION) OF THE FLORIDA, BUILDING CODE BLOCK SHIAl1 8E , //a'. DESIGN BWe LOAN SHALL ■ DE7E11MMED AS PER lEt11011 t62D OF THE ABOVE IIIENTIDIIED CODE. L2) IISSMRM E7MlOAEErt OF t/•'• x 7/B' CAUL-N ANCHORS sllAu ■ B 7/B' INTO CONCRETE. FOR A ISBD SPEED AS REOLBED BT i,E JUR/SOICTCN ISIERE TIEBf BIIUITEIK wBi BE NSTMyEp MID NO EMIB[p1ENT RITE MIY FNISIH W7T3dL SMALL BE PERMTIED. FOR A DRfC1eNNR,' FACTOR KA-O.BS. VSRIO A9CE T-16 AND &W.l NOT ExCEED 7ME MAKBIUM (AS.D.) 1/1' 0-20 SS SDEYMLK BOLTS USED !HILL! BE LONG DIOIIfDR'SIWUID ANY FINISH WTEIBAL O06» TO DESIGN PRESSURE M11N66 NDK'w7ED dH SNEtTS 25 ! 2B. ENGAOf J/•' YITO ANCORS. W OLDER ro VERIFT 71E ABOVE COIertCN. ULTIMATE DESIGN WIND LORDS DETERMIfED PER ASIDE 7-1e SMALL BE iNS► RED{KIED ro A.S.D. OESI011 IHQ LaAD6 BY MULTIPLYING THEY 8Y D.s w ORDER ro B•3i IN CAGE THAT PREG,tsr STONE. OR PRErJwr CONCRETE PANELS BE PDIRID ON M 1xsTfe r1ALt. ro CpPARE THESE w/ MAX (A.AO) DESeII PRESSURE RATINGS ReKJOED dH BI,kETE 23 ! 26. ANCHORS EILALL ■ LONG EMIOUCFI ro REACH 11E LMM STRUCTURE BEIaHD sLIrAI PANELS. ANCFIORAGE STWl K A4 MENTIONED w 141) AND N B.2). W ORDER TO YE1HiY THAT COMPONENTS AND ANCIeR4 ON THIS PLO. AS TESTED WERE NOT OVER STRESSED, A J■ INCREASE N ALTO INSURE LOWABLE S7RE55 FOR ww LOADS WAS Np'L USED w DER AAAlY97S. FASTENlRS SPACWO ro w0g0 HAS BIFl7H DETEIBBMED N /IOCOIeAMICE IIRII N.O.S. 2015. (C) AMICHICNIS SHALL wsrMaFD Fouawc ALL a THE REOOM1plwTKRo AND sPEaFirwTtoHHs a THE MIpgR's s1o1BI PANEL'S AOEWY.'Y Fpt IMPACT AND FATIGUE RESISTANCE HAS BEEN ,IERIFtiD w A1;CORa4HCE ,wTtH 8[CtiDN IIt2e OF f 1 R MAIL B[ THE RESPOII,MIUfN OF THE CONTRACTOR ro xERIFY tFE SDLHpONEss OF THE 87RLC1URE INHERE SMRITIER TIRE ABOVE MDFTIONED CODE As PER FENESTRATION TEsrrc {ABOIATrxLY. Wc. REPORT ! 1032. As PltoroWLs rAf-tot. TAS-zoB Np TAs-203. �T�� A�� PROPER ANCHDRACf. THIS SHUTTER &ABLE olLLr BE ATFACED ro OONdi1E, BLOCK 2. 1tfS SYSTEM HAS BEEN DESIGNED ro ■ INSTALLED ON THE oLlseE of TIE OPENWO ACCi55B+IG THE oPHDHWe FROM THE RKIOE w/o TIE 101[ OF A UDOOt OR LIFT THIS APPtxyItHCH 6 rMED MEN INSTALLATION B INTENDED ro BE PERFORMED 12. THE WSTiWAICN CONIIACtpt IS ro SEII/CALKK ALCONTACT L SNLRTER 0011POIIDNT EDGES wwcHH IENAIMH w CONTfRlw15 FROM 1tE HNSIOE of STRUCTURE. YHIM THE tRIR.DHc ro PlEvvrt fRNO/RAW INTRUSION. CJANK AMID SEAL SHUTTER TRACKS ALL AROIaq FULITFORM SHALL COMPLY PRDVM BY JURISDICTION PERMIT 3 L 1 S[RES 1000 NBTALU110N 6 APPLICABLE ro SINGLE AND DOUBLE WING SiYtE wWDatis WHEN NSTAt1E1110N E REQUIRED ro ■ PE/tF'ORLIF-0 FROM THE B/SIOE or SiRLIC7LNIE 13. T� 110M� ww� 1�PM�rogtl1ME1G pYB My BULDEIC AIO zoNNIC .. sELnEs 2000 wISTALUTgN s APPLICABLE ro sBwLE AND DoustE IHLHw ae ,HortaowrAt suDENB Sr" wwooWs WHEN INSTALLATION B REQUIRED ro ■PERFORMED FROM THE HIISIDE � STtHUCTURE. 14. A11NAY WLNDOIIS AND DOORS. IFC. E - 2 HAND: 310RY PANEL SYSTEM- 6 PNBOR POIOBO. S. ALL Al1A1AR/ ExBB15RON8 ro at 6063-T6 ALLOY +MD TEMPER. (IK�RFSS OTIRAN75E NOTED) tJ. (e) iN6 PRODUCT EW4M1gN OOCINENF {PLDJ PREPARED BF HISS ENWLER B OENEfiC NO DOES NDT vROVDE 11FORYA71011 fOIF A fllE SPECIFIC PROJECT: It MERE 111E w1E OOMOIf10NS DEVAIE FROM 1FE P.ED. B. ALL ALLMSMI SHEET METAL USED AT CLOSURES SIIIY,L HAVE 3706-N14 ALLOY. (i) CONRACTOR ro ■ RtSPONSlLE FOR THE SEtEC71011. FtIRCHSE AND RHSTAl1A710N fHCLWWO IBE SAFETY of 7. ALL Si[LL SHEET 1ETAL PANELS SSW! IIRIE SiRUCRxi1L DUALITY SILEL., ASTM A-B53 QHME JO MN., QILVAFREU STEEL TIRE PRODUCT DATED ON THIS PLC. PROVgkD HE/SHE 0065 NOT OEVAIE FROM THE COIIOI110N5 DETARED ON OESIpA/10N W/F7- SLB W (ARF1E1t 110LLID). THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS 7/E CONTRACTOR'S ■SPCI6IBE/iY. B. ALL SCREWS ro BE SfANA2E44 STEEL Soo OR 316 AID SEISES OR CORROSION RESISTANT CM7ID CARBON STEEL AS PER ON (e) THIS PROOLHCT EYNilAl10N DOCUMENT wl1 ■ C1NBeEAED RILRLID : IIOOFIED. loofa w/ eD Hsi Yi1O STRENGTH AND ■INN h715R.[ SIRMDM k SHH41 COMPLY w/ FtOR10A BUILDING CODE SECTION 24,iJ.J.1. (A) SITE SPECIFIC PROJOCis SNAL1. BE PREIPAPED w A FLORIDA REGISTERED ENOHIEflI OR ARCCTECT B1SCH WALL B. BOLTS TO BE ASNI A-307 OAUN2QED STEEL, OR A19 !Oa BELIES STAINLESS STEEL. WTiH x Hui IwRMw YIELD STRENGTH. BEWME TIE EMIpFEER OF RECORD (E.O.R.) raR THE PROJECT AND WHO WILL K I.fPONSIBtJ: i01t THE PROP" IISE OF 1FIE P.E.D. EMp11EFR OF MEW" AS A OELE010ED ENQEFR TO THE PLO. EMOYEER, 9HIIl1 i 10. AtIC#eR5 TO 1wW,L STALL BE AS FOLLOW- &l11R ro T1e5 LATTER 71E SITE SPECIFIC DRArIFKiB FOR REYtEw. it W ,O EMTR,IL= ItOLese mNLRnr. (•) llsS P,E,D. SHALL 8FM ilE DATE AND DWpNAI SEAL AND SI9MTUIIE OF THE PIP1L EIIOiEDI OF 1/4'0 TAN•CON ANCMgRB AS MANUFACTURED r LT.w. BIALDOI. INC. (Awl 1'r3f92 RECORD THAT PREPARED R. - 1/1' • % 7/6' CALK-W ANCHORS. AS MANUFACTURED BY OMIT INC. (INN. re-3000 p,e.4) IS. $TCBI PANEL YAMFACTUpERS LABEL SHALL BE LOCATED pl A gEAOLY VISIBLE WC01p1 AT SIOMI PAFIEL N - /1/-10 f,YEIINIE FEMALE e ! PANEllA7E PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSRItICTeN PI100tICT5. ACCORDANCE wRll �CfION 170B.B.3 OF FLORIDA BUILDING CODE. ONE LABEL SWILOfth L BE PTACED FOR EVERY OPETDHO. (re-3JS0 p.W.) IABELINO ro COMPLY rRIM SECit0F1 170943 OF t1E FLORIDA BINLOING CODE wt) MfBiKNM ETABEDIENT OF TAPCON ANCHORS wro POURED CONCRETE BIINL ■ 1 3/4' AND 2' FOR PANELNLAIF FEMME D ! ►ANEIYRRE RA15. A2) MIfYAW EIIBEDMENf OF 1/AY x 7/r GWt-N ANCHORS lIkLLL BE 5 7/B• INTO CONCRETE. NO EleEOMEM sR0 ANY ff1&I WT[NUAI SMALL BE PEIM1f1E0. 1/4' F20 SS SeEW4,LX MOLTS USED SfIN1 BE LONG E110VCX(SMgVID ANY PfYSN MNTEIBAI EXIST) ro ENGAGE 3/4' tNW ANCHORS, r�lA wJ) N CASE THAT PREC,IST STOLE PRECAST CONCRETE PANELS, OR WATERS BE FOIa1D ON THE E7a7W0 f1Y1 ORA. •• T F1.00IH, ANC10,6 SIYlI. BE LONG EMOUfAi ro REACH 111E MATH STRUCTURE BEtR1A SUCH PRNFLS. ANCHORAGE SHALL ■ AS MENTWm W A1) AND W A,i). (B) ro w,rn mMrxETe Bloc•. No.44i87 - 1/4• D TAP0011 ANCI101T5 AS WPB6ACRMED BY I.T.W. BtIB.DEIL. INC. . FLORIDA OWLDINO COOS Y MlurAwnf - ,/r ♦ x 7/B' cALx-w ANC110R5. AS MR/LIFACRIREO BY OEWALT INC. (rm-IS00 P.•.I.) p�••,. Jtz � .mNs,aneC. rx¢ Zd OABE OALYANO',ED STEEL STOIBN PAIIEL r - /Ih10 MIELAAtE FEMALE D AND PNELEATE FLUB ANCHORS. AS IMAIAIFAC'lilR[D BY 11.00 WRSTRIICTgN osA, PRooucls (rm.sw, P.aL)INSTALLABON ' D LS FOR SERIES 2000 AND 1000 E-Z HANG STORM JRIAIIOI m iR1Att. PANEL j iNTO POURED CONCRETE OR CONCRETE BLOCK �HAtRamf /�, •RA NwP WD L�':o�d � MINIMUM li�'��[sTT�-�'ri"-i��: i.IL..I� :. T �: 1 • ;.Li ., i. �l '.7tl1 •. tlLS. 7um N c- co -cu (OD Q- o O O 2 0 O L (� � r�A' D �7 S r5 r - G .0 r _ cry (-, R _ rLr � J i• V 'W �B O Q U O I.t.l Q Z z Q J d SHEET N0. SH 1112 O610ML S� 1N1� E�2 IYsa Si[■Y PIBEI 1L'Y41B31 1. E-2 IM1NC S10RY PANEL gHOwll ON THIS PRODUCT EtMlINT10N DOGNEM (P.EDJ HAS BEEN VERIFIED FOR COMPLMNCE W &1) 11fHNAR1 OABEDIIEtNf OF TAPCON ANCHORS AND PANElW7E FEMALE D ! PANELWIE PLUS INTO CONCRETE ACCORDYRI B711H 711E 2020 (71i EDRION) OF THE FLORIDA, BUILDING CODE BLOCK SHIAl1 8E , //a'. DESIGN BWe LOAN SHALL ■ DE7E11MMED AS PER lEt11011 t62D OF THE ABOVE IIIENTIDIIED CODE. L2) IISSMRM E7MlOAEErt OF t/•'• x 7/B' CAUL-N ANCHORS sllAu ■ B 7/B' INTO CONCRETE. FOR A ISBD SPEED AS REOLBED BT i,E JUR/SOICTCN ISIERE TIEBf BIIUITEIK wBi BE NSTMyEp MID NO EMIB[p1ENT RITE MIY FNISIH W7T3dL SMALL BE PERMTIED. FOR A DRfC1eNNR,' FACTOR KA-O.BS. VSRIO A9CE T-16 AND &W.l NOT ExCEED 7ME MAKBIUM (AS.D.) 1/1' 0-20 SS SDEYMLK BOLTS USED !HILL! BE LONG DIOIIfDR'SIWUID ANY FINISH WTEIBAL O06» TO DESIGN PRESSURE M11N66 NDK'w7ED dH SNEtTS 25 ! 2B. ENGAOf J/•' YITO ANCORS. W OLDER ro VERIFT 71E ABOVE COIertCN. ULTIMATE DESIGN WIND LORDS DETERMIfED PER ASIDE 7-1e SMALL BE iNS► RED{KIED ro A.S.D. OESI011 IHQ LaAD6 BY MULTIPLYING THEY 8Y D.s w ORDER ro B•3i IN CAGE THAT PREG,tsr STONE. OR PRErJwr CONCRETE PANELS BE PDIRID ON M 1xsTfe r1ALt. ro CpPARE THESE w/ MAX (A.AO) DESeII PRESSURE RATINGS ReKJOED dH BI,kETE 23 ! 26. ANCHORS EILALL ■ LONG EMIOUCFI ro REACH 11E LMM STRUCTURE BEIaHD sLIrAI PANELS. ANCFIORAGE STWl K A4 MENTIONED w 141) AND N B.2). W ORDER TO YE1HiY THAT COMPONENTS AND ANCIeR4 ON THIS PLO. AS TESTED WERE NOT OVER STRESSED, A J■ INCREASE N ALTO INSURE LOWABLE S7RE55 FOR ww LOADS WAS Np'L USED w DER AAAlY97S. FASTENlRS SPACWO ro w0g0 HAS BIFl7H DETEIBBMED N /IOCOIeAMICE IIRII N.O.S. 2015. (C) AMICHICNIS SHALL wsrMaFD Fouawc ALL a THE REOOM1plwTKRo AND sPEaFirwTtoHHs a THE MIpgR's s1o1BI PANEL'S AOEWY.'Y Fpt IMPACT AND FATIGUE RESISTANCE HAS BEEN ,IERIFtiD w A1;CORa4HCE ,wTtH 8[CtiDN IIt2e OF f 1 R MAIL B[ THE RESPOII,MIUfN OF THE CONTRACTOR ro xERIFY tFE SDLHpONEss OF THE 87RLC1URE INHERE SMRITIER TIRE ABOVE MDFTIONED CODE As PER FENESTRATION TEsrrc {ABOIATrxLY. Wc. REPORT ! 1032. As PltoroWLs rAf-tot. TAS-zoB Np TAs-203. �T�� A�� PROPER ANCHDRACf. THIS SHUTTER &ABLE olLLr BE ATFACED ro OONdi1E, BLOCK 2. 1tfS SYSTEM HAS BEEN DESIGNED ro ■ INSTALLED ON THE oLlseE of TIE OPENWO ACCi55B+IG THE oPHDHWe FROM THE RKIOE w/o TIE 101[ OF A UDOOt OR LIFT THIS APPtxyItHCH 6 rMED MEN INSTALLATION B INTENDED ro BE PERFORMED 12. THE WSTiWAICN CONIIACtpt IS ro SEII/CALKK ALCONTACT L SNLRTER 0011POIIDNT EDGES wwcHH IENAIMH w CONTfRlw15 FROM 1tE HNSIOE of STRUCTURE. YHIM THE tRIR.DHc ro PlEvvrt fRNO/RAW INTRUSION. CJANK AMID SEAL SHUTTER TRACKS ALL AROIaq FULITFORM SHALL COMPLY PRDVM BY JURISDICTION PERMIT 3 L 1 S[RES 1000 NBTALU110N 6 APPLICABLE ro SINGLE AND DOUBLE WING SiYtE wWDatis WHEN NSTAt1E1110N E REQUIRED ro ■ PE/tF'ORLIF-0 FROM THE B/SIOE or SiRLIC7LNIE 13. T� 110M� ww� 1�PM�rogtl1ME1G pYB My BULDEIC AIO zoNNIC .. sELnEs 2000 wISTALUTgN s APPLICABLE ro sBwLE AND DoustE IHLHw ae ,HortaowrAt suDENB Sr" wwooWs WHEN INSTALLATION B REQUIRED ro ■PERFORMED FROM THE HIISIDE � STtHUCTURE. 14. A11NAY WLNDOIIS AND DOORS. IFC. E - 2 HAND: 310RY PANEL SYSTEM- 6 PNBOR POIOBO. S. ALL Al1A1AR/ ExBB15RON8 ro at 6063-T6 ALLOY +MD TEMPER. (IK�RFSS OTIRAN75E NOTED) tJ. (e) iN6 PRODUCT EW4M1gN OOCINENF {PLDJ PREPARED BF HISS ENWLER B OENEfiC NO DOES NDT vROVDE 11FORYA71011 fOIF A fllE SPECIFIC PROJECT: It MERE 111E w1E OOMOIf10NS DEVAIE FROM 1FE P.ED. B. ALL ALLMSMI SHEET METAL USED AT CLOSURES SIIIY,L HAVE 3706-N14 ALLOY. (i) CONRACTOR ro ■ RtSPONSlLE FOR THE SEtEC71011. FtIRCHSE AND RHSTAl1A710N fHCLWWO IBE SAFETY of 7. ALL Si[LL SHEET 1ETAL PANELS SSW! IIRIE SiRUCRxi1L DUALITY SILEL., ASTM A-B53 QHME JO MN., QILVAFREU STEEL TIRE PRODUCT DATED ON THIS PLC. PROVgkD HE/SHE 0065 NOT OEVAIE FROM THE COIIOI110N5 DETARED ON OESIpA/10N W/F7- SLB W (ARF1E1t 110LLID). THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS 7/E CONTRACTOR'S ■SPCI6IBE/iY. B. ALL SCREWS ro BE SfANA2E44 STEEL Soo OR 316 AID SEISES OR CORROSION RESISTANT CM7ID CARBON STEEL AS PER ON (e) THIS PROOLHCT EYNilAl10N DOCUMENT wl1 ■ C1NBeEAED RILRLID : IIOOFIED. loofa w/ eD Hsi Yi1O STRENGTH AND ■INN h715R.[ SIRMDM k SHH41 COMPLY w/ FtOR10A BUILDING CODE SECTION 24,iJ.J.1. (A) SITE SPECIFIC PROJOCis SNAL1. BE PREIPAPED w A FLORIDA REGISTERED ENOHIEflI OR ARCCTECT B1SCH WALL B. BOLTS TO BE ASNI A-307 OAUN2QED STEEL, OR A19 !Oa BELIES STAINLESS STEEL. WTiH x Hui IwRMw YIELD STRENGTH. BEWME TIE EMIpFEER OF RECORD (E.O.R.) raR THE PROJECT AND WHO WILL K I.fPONSIBtJ: i01t THE PROP" IISE OF 1FIE P.E.D. EMp11EFR OF MEW" AS A OELE010ED ENQEFR TO THE PLO. EMOYEER, 9HIIl1 i 10. AtIC#eR5 TO 1wW,L STALL BE AS FOLLOW- &l11R ro T1e5 LATTER 71E SITE SPECIFIC DRArIFKiB FOR REYtEw. it W ,O EMTR,IL= ItOLese mNLRnr. (•) llsS P,E,D. SHALL 8FM ilE DATE AND DWpNAI SEAL AND SI9MTUIIE OF THE PIP1L EIIOiEDI OF 1/4'0 TAN•CON ANCMgRB AS MANUFACTURED r LT.w. BIALDOI. INC. (Awl 1'r3f92 RECORD THAT PREPARED R. - 1/1' • % 7/6' CALK-W ANCHORS. AS MANUFACTURED BY OMIT INC. (INN. re-3000 p,e.4) IS. $TCBI PANEL YAMFACTUpERS LABEL SHALL BE LOCATED pl A gEAOLY VISIBLE WC01p1 AT SIOMI PAFIEL N - /1/-10 f,YEIINIE FEMALE e ! PANEllA7E PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSRItICTeN PI100tICT5. ACCORDANCE wRll �CfION 170B.B.3 OF FLORIDA BUILDING CODE. ONE LABEL SWILOfth L BE PTACED FOR EVERY OPETDHO. (re-3JS0 p.W.) IABELINO ro COMPLY rRIM SECit0F1 170943 OF t1E FLORIDA BINLOING CODE wt) MfBiKNM ETABEDIENT OF TAPCON ANCHORS wro POURED CONCRETE BIINL ■ 1 3/4' AND 2' FOR PANELNLAIF FEMME D ! ►ANEIYRRE RA15. A2) MIfYAW EIIBEDMENf OF 1/AY x 7/r GWt-N ANCHORS lIkLLL BE 5 7/B• INTO CONCRETE. NO EleEOMEM sR0 ANY ff1&I WT[NUAI SMALL BE PEIM1f1E0. 1/4' F20 SS SeEW4,LX MOLTS USED SfIN1 BE LONG E110VCX(SMgVID ANY PfYSN MNTEIBAI EXIST) ro ENGAGE 3/4' tNW ANCHORS, r�lA wJ) N CASE THAT PREC,IST STOLE PRECAST CONCRETE PANELS, OR WATERS BE FOIa1D ON THE E7a7W0 f1Y1 ORA. •• T F1.00IH, ANC10,6 SIYlI. BE LONG EMOUfAi ro REACH 111E MATH STRUCTURE BEtR1A SUCH PRNFLS. ANCHORAGE SHALL ■ AS MENTWm W A1) AND W A,i). (B) ro w,rn mMrxETe Bloc•. No.44i87 - 1/4• D TAP0011 ANCI101T5 AS WPB6ACRMED BY I.T.W. BtIB.DEIL. INC. . FLORIDA OWLDINO COOS Y MlurAwnf - ,/r ♦ x 7/B' cALx-w ANC110R5. AS MR/LIFACRIREO BY OEWALT INC. (rm-IS00 P.•.I.) p�••,. Jtz � .mNs,aneC. rx¢ Zd OABE OALYANO',ED STEEL STOIBN PAIIEL r - /Ih10 MIELAAtE FEMALE D AND PNELEATE FLUB ANCHORS. AS IMAIAIFAC'lilR[D BY 11.00 WRSTRIICTgN osA, PRooucls (rm.sw, P.aL)INSTALLABON ' D LS FOR SERIES 2000 AND 1000 E-Z HANG STORM JRIAIIOI m iR1Att. PANEL j iNTO POURED CONCRETE OR CONCRETE BLOCK �HAtRamf /�, •RA NwP WD L�':o�d � MINIMUM li�'��[sTT�-�'ri"-i��: i.IL..I� :. T �: 1 • ;.Li ., i. �l '.7tl1 •. tlLS. 7um N c- co -cu (OD Q- o O O 2 0 O L (� � r�A' D �7 S r5 r - G .0 r _ cry (-, R _ rLr � J i• V 'W �B O Q U O I.t.l Q Z z Q J d SHEET N0. SH 1112 JRIAIIOI m iR1Att. PANEL j iNTO POURED CONCRETE OR CONCRETE BLOCK �HAtRamf /�, •RA NwP WD L�':o�d � MINIMUM li�'��[sTT�-�'ri"-i��: i.IL..I� :. T �: 1 • ;.Li ., i. �l '.7tl1 •. tlLS. 7um N c- co -cu (OD Q- o O O 2 0 O L (� � r�A' D �7 S r5 r - G .0 r _ cry (-, R _ rLr � J i• V 'W �B O Q U O I.t.l Q Z z Q J d SHEET N0. SH 1112 �7 S r5 r - G .0 r _ cry (-, R _ rLr � J i• V 'W �B O Q U O I.t.l Q Z z Q J d SHEET N0. SH 1112 �B O Q U O I.t.l Q Z z Q J d SHEET N0. SH 1112 •� 1n1n��i(r� •�W I � )� . pESWIII�DIILM A.aD. Mae. TO OU66 TO MINI¢ LP•I•F•1 WNWIION ![C• +MA -73.3 70. OR LEN 2 9/1r BOLTED • ,•. 2'YT A 3•r +06A -76.3 70, Oil L® 2'A. MOLTED • 4• A 4'4 EFJIp 44M_0•DTIOY 01• WdEL.: 4t IIIFIOFAR A WOaM IN DIN OF PN4 WRIN � ], Z .mil 1,•, II 71 :•71 ll.--�. .Ml AEwO'1I/UM WHOA! PPICH a SPAM NNE E D.. ] 1/r •• pgAtaA TO / ANY COMMKOM OF THEN MAMMA PA14L LEARN V GO N, IAPEGIM O%X-•N M,EUIM[ /LANE D P.NNDIIAI[ PWII 10 CONDO[ TD aD1am 10 CONORET wl agoom I[ 10 CUNCWM M0. - 12• N/A 12• N/A 12• N/A 12,N/A 1' ! 2• (TOP) �• ON LESS 11' S' • 10• 3• 51 4• 5• 4• 1 ) 12• 31 12• 5• r 9• 8" 6• 1 0M N/A N/A N/A N/A N/A N/A 12 1/21 ))• 2• (BOTTOM) 7• N/A /2' N/A 4 1/2' N/A 4 T/r N/A 3' (TOP) tY N/A �1' r N/A 9 1/2• N/A 9 1/2• N/A 3• (BOROY) 12• N/A2• N/A Tr N/A 12• N/A 4• (TOP) Ir 6• 12' 9 1/2• 12' 11' 12' 11' 4' (BOTTOM) • UIED TO .a¢ W. ISO. OEM All M,MID. &$M SAM SO NON MC"= TAPE k swm NOW OMn"cm ND MOOD F1UR •MAW MINIMUM ANCHOR SPIN Me AMC MOM* WEE MUM NE NOIWm ON TALI immu . FOR ILO. LESS IHM NOMNm aN SpNmMl mm MANOR $""a or MILmvm omm so" ON sum" or NNE FOUSO M K%CMK NOR "If *ABANDON 10 E Pa9MRL N 9MO•Y COMMAND[) IMNf MM DW NOT E LEM THIN MINIMUM WW M DUMB NOR EACH ANCHOR TYPE A NDNdM LEEM A1171111 M //49 1/4U tµ'Y 1/416 UPWN /NA-11 NIA MOAN NNMIIN 3 3 3 2 1/2 1NJ IsNr, •� 7 3 3 7 P& ~P~ 3 ,n 3 IA3 4 RMYIL Co. I 1R.R r Im um m 31IrIm m 1 1 + EOLAw M.. OISTARE eE11IEEM BOTTOM OF PArEI 1 NO ® TO BE 1/r 1/2- hm I ++ REQIEEE IAw. OwtAMC[ ETIFDN BOTTOM OF PVNOL 1 NO ® 70 E: 3/111' 3/19- Ma. COMPONENTS FOR REGULAR UFE SAFETY NDL E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-l) 1b.122y7/ 3. ORTAL WD � Woo- 1 i r r .te{'� 730•.- S4. � IiEtm 12.500• (EFECERE RDTN} OW4 1/4' (T».1---®-� ; .374'.., .12Y� MORE • b 1/4• /' 0G• .16e'• r~ an • 12 I/r D.C. 1.350• r.-1 1.JI I ; i 1r BAY E mexam) i J~ ---�-- i s4o• j 19b T tl�WED '' saw MR. IN= 6 At 3.J46' t.e71' EDGE ADM AMIMP. L 2 I'••4• 11015' , DETAIL A GINNFSD SAM M 2.12b' EWE / oe. 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EID LP w/ HEMMED EDGE._ i .126' Alb I brrAANE -� 2.500• i-...750' 3.75D• .0°1• (ioirj O3fa"llw AAULI ©KEY HOLE AT PANEL }- U�-� •SEE SITE f m AOOmiam tt2a ? 12s Air �LMrtAW1gN°ME RawtdtL1Dw"Am aFiI r. 1.ffi0' 375 O AA.YI 07 ' �) WOOD fAOTU1ES. a00AL. 2 I 37I l-''fJ' 12b• 2A A 2.54b'-- 1..1f6• (TYP.) i I t.aeor O REM- 'H' HEADER ® "U' HEADER O MIN m s rae 760EIP • i-2.000•; ® SLEEVE i' WAX. l ®ARM t t ',t' TRACK 10 PANELIIER .374• I-"-'3.000• I061- •(T i/A- = (USE ONLY M r-� ''�'yypp .062' Y' ••• r FOR E-Z WOO 53O PANEL .],t• .al6' T-• .470• 27s• ypl, �.: �il�'•• SYSTEM) bo53-75 ALUM. ALLAY ,.bit• I ,.tzs�.e55 SEE SEctDHe sD4• OWL0-OUT 'F' Q BUILD -OUT -F' TRACK ®t ® WASH(ZAMPC IE ALLOY) TRAM AN= bLWEOUR smem 9 THROUGH SHEET 3) SHEETS 9 THROUGH 10) MOUNTING SCALE 3/1•r e racumm 10) PWQ LENGTH (SEE so"LILE SHIOET 3) aF t' I MM. D.C. CONCRETE ANCHORS (SEE scHEDule oN OF WALL OR SW SHEETS • THIROLDH 10) cONGR1om) E.D. -EDGE DRTANCE lNOff FER OOI.NATION DF SECTIONS: (SEE SCIEDULE ON TOP a BOTTOM MOUNTINGS CAN BE SHEETS 9 a 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION, NAM CONCRETE ORS LOCATION SCHEDULE ON IS 9 THROUGH 10) -ALIOOAIM LIES GLMS. ON v I PAM LENGTH (ON SMI9MT ULE 3) i MIX.. CONCRETE ANCIDNS (SEE SCHEDULE OIL 111EE75 9 THICON SEPARATION TO CLASS. (SET SCHEDULE ON SEET 3) `.A ikgl u 9 k t0 FQR 7r VAIN !] arA CONCRETE APOHOR$ Ell. � SHMI 9 TMOIdAHa' 1 1_..I p T 2 I/Ir LONG wX. ^ANN" SPACES • / 4 asVALIDvAFOR DIP"ALL DESIGN AND PANEL Olt OO/ICACIE BIAGYf ID VAX, 9FIFEr 3. REQUIRED . r WTI. LONG ALUTARA SPACERS • 12 1/r O.C. (SCE TAME jI ON smum9a %:ALE 3/e-1- o. 44167 'Y10 TAMM M4 24 GIBE D YMMED STEEL STORY PAHM * * DRINI Sri STATE QgEN, .A _ IL E C O IIRe. PROTECTION PRODUCTS, LLC. I gORIOT : a 4_ LA f1 SAINT ._ .-'e�R6. Mf':.' oIR" "' .1'Mi,''a�M `rt-wi'N Aar: sMNIw�Fm A. i m (aF)LrwT97 2D-175 2 a/tr Mh INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORK PANEL Cl) INTO EXISTING WOOD STRUCTURES 1/4-0 MAC SWCO 0 A• or. w/ ((�� IIPOAS,, t 1/2' ARM. POIL40W PGETMTION "LAW lfil 2NEO'4UR� 1 4Y 6' W ro / lAa ACIE,AO 1 O.a / EXI10lO TITIAN Ar/:Oa I EM61N0 Mn TINWAM PONVINA,ION PL/R a ON EDGE[ PO,RIDER. 10GO - {4� 4 ca.L j/G OO OF 11 0I FA•END Or ® \ r S R ,L 1 r. u¢ 6cREw6 . 6• D.C. N/ (9[E OE A. 1/24 ! 1 - 1 4•P-M8 t�i/�wINUAS/3x• ro�EXISTING WOW HFADOTMFADOtPONflMIION MlT[ IA WWI, or �mur i e) I Np.H Pn I+ET 4 /TOY ND o S N� � � i1T I�ROI NYr OF EMERY ® 7 � • G ao DF(SM DUAL 1/24 4 �• ro 9"� Wi :IAA y urY OVFA m 0~EVO°L' t M ] n $ ® 1/1S�i- 4• w/ 1 rP1ANPQA/1QN7I[MifFi2Y� D 77 1 4 PMUNDTEf U1 e60W) TP 4j M ,TMir O.C. f/4 401 r NeL SHED T S 0. N 0 a RAZE AT SE1gEY 2POO 04 FLAT OR ON MOO[ 1.4-10 MwmTE PANS N/ t000 P10aTMYlON • , • WALL MQUEM NZETALLATIUM 2 •W ALTER `..a•r'-'. Cn• FLAT OR ON w0 NATIVE [plEy7O SCALE 1/1•.r 4CJAE 1/4•-t 111QD90 1. 04U ATOO ARE ONLY VALID FOR RADOM WIHA RSA. DESIGN LOADS IMP TO +MA. -75.3 PM AM PANEL'S LENGTH N TO 51-10•. $ L FOR WOW S3MEMBERS TO E 9RrnEWN PAE W 2. W/ SPE NC DOWN OF OOR E 8 Bc®L_u sa 9PFlr91aAT0y( AAD REgIOIEMIBNrS FaE 11� OF BAR AT Tar a oEIA A6 MR¢ N mMi)na•N ro 1rom (9 aR(�u •AMEa aN NIXD GPae •'3, i , OOD aE 2000 IRRQ WSLMPAIDN TYPE aN 1RaT ++WEWOfaII® HDa .D. NXIIRNAAI)bA er RFc1,anA. AUElNAI!IVE NE/0QR W100D PI1aY 1tTP A Bolm MOUKN98 CAN W COEMMm N'IN EYYANRIGY ! LMaibM WI ro ROT ANY IMTALLATDN.. Sam 1/r - 1• NOT : SIIRTR TOWICKS NOT SHOWN FM CLARITY MAXIMUM PANEL LENGTH -L+- OR `L-" (ff.) 0 MAXIMUM AS.D. M�M7N6 (p.m.) (+ aL!- CONCRETE k WOODPPMM IRMTAlEA710M8 1 20.0 rr-0• a•-O• 2a0 f2•-0' t1=1- Sao ll:•1• Ao%w Jao ,tr--ro• 70•-0' IaO ALSO 0.-4• 1-1. 540 9•-1• r-1- SI0 r-r 1=0' no 6•-a• r-r Sao Tao r r r-r 730 T-0' s•-Fo• Sao r-r r-r Sao r-o• s•-s- Rao a'-1• d-!' Sao a•-9• r-o- roao r s• a•-rr raao 1v rr naa - r-r r rso - r-r IRA ra 2 f/IC 1[n. IMPIAATO m Cam] ,Err AD sL1EMM • r O.C. W/ to E ETTIC W= NIAiiAp[RPo♦EIRA,ION O.A. �tf47 4• WWNC I.Yt 1 6.1:. a GanE rya, [TOO -o ry-1 FA. OF (Sm OLUL 1/2. • rim OVEFILW EVERY r r 1 Ly N „W�/ �W B y,, � ,• �, NUT• d1�4' ' s. W! S 1.790 (9Q A s•NUNot[r lA KLON) ` q t 4Y-2pS/r Ns r/E'L�NO �. CY ALIT f tr oc. M LAO BOOM • r OL W/ ))� /•/'PyLAD gcmm 0 r as W 12, Ar. THIwOm PENETRATION ODCllAU.AT AEOVMEO i t/2' If. 1/FAOm P - LAIN. 2•a' ODOO MAY Olt ON ON EDGE 9OaIaN PLAN PLATE REOLO" RAT Blil us 1 ALTERNATIVE VIAL SCALE 1/4•-1- fijEliZa AND CORRESPONDING CHEDULE ONLY FOR KO" STORK 2/4 WA CONCRETE BLOCK at WOOD (t) r MINI _ANcNaIs (SEE SCHEDULE ONBOBBLE CD � AT EACH r 1. wZ STETS 10 a11) EIMD reEN Tlacrs tE1.. m. 0 Otl1ECt MaIYTED AT EatN dDM D.M., 20,03 4 • rT1-1-T- (&®°f® MAXIMUM PANEL LENGTH L+- OR -L--- (ff.) 0 mAXMRM Af.D, P M1ING aaRCETE !WOOD OWALATIOW t 2a0 W-4' tr-r Lao rr-ro• n•-r Sao rr•-r ro=r ADD 01-6• Sao 1=r r-r Sao r-r s•-r Sao r-r 1-0• Sao r-o• r a• Oao r-a, r-21 70.0 r-1• r-n• no soa r-0• o'-s• a" 7-O• a -r Sao r-1• r'-r• sao r-r 51-10• ,o4o S'-r ,Oaa s•_3' 1'-4- nao - a•-r It10 - too M MINIMA sEPNMTDM To GLASS SCHEDULE MO SPEED c 170 w41h WOO SP> 170 -PA ® ON)UNRESTRAINED nts)MUm wmcp mm IRESIMBED 30 OR LESS 1• 1• r e 1/4' 21" TO W 1• 1• 7 1/r 7 1/r >90 TO 145 ,' 1• 7 1/2• 7 1/Y >10to 1• 1• - 7 1/2' TOP BOTTOM GECt MOUNT N' HEADER V HEADER TARO AM T•, TMCU v 7RAL11 Ara'E wigs 'r TRACK GIaMAW - DOW maw N' 3i' 32' 36• 55' 3r w 4 ,3 "A, STUD NOE 35' 3e 3r 32• 4r 3r ]Y >) 1- TRACK 56 32• 3Y 42 67' eo• or 1 so,]2' SY 1.w Se' w f so• 3E• w]e• 1G• wsr 2'.4' WOOD PLATE REOLN ANCIDTS S I,BCHEDU E ON WOOD (SEE I SHEET J I Am. WX summ m la GLASS. 1 1 'L- PANEL LENGTH SEE SCHEDULE 1 (SEE SC ON SHEET 3) am HEET 3) 1 // •FLIT' I I or v MAX. • 12 1/2. O.C. � I . I ]•i:� l�l l RED W/ 3TW Clm) ON 1,) EO 1' IaX YMUr1N ro GLAIM aEMre4 a fNal 3 Yr E ro 1 4 A[ iffi NE OR) wmw s1owN PRaL Loom ■ 7L• fiN oa Ma[o TRW[ wi (4) 2N�0�T fs lMA O TT MR WIND IAAB.GL or D.M.. 30. ® °r 0. 11/4, 3/4, 4/5, S/5 t 5/5 W/s, 2Wf6, sWf7 t 4W/7 r mA,R O •-I-�-r-r�-T-r-rr UNBOUED PINES BOLIED PANELS (EE EC1EXTIONS M/ 1 . t' (SEE SECTIONS AS S. YS. BOLT AS O EA OVERLAP - Ll -1.1 1_f.y^i-1--1-� 11-1 Ix, 7 e WAX 1 fH 2/4 1 /4, 3f 4, 4/5, 5/5 V �' lw/6, 2W/6. 3W/7 k 4W/7 ANCHORS (SEE SCEDUF ON SHEETS L 10 &11)- REGULAR STORM PANEL n ELEVATION 1/4 ERN ¢AP 2.a•7• N.T.S. (LIFE OAERAP -1 ww %MUM i Ij /.• M""' GP SECTION A -A L(D NTs. MSO (1) L+: MAXIMUM A.OWNU PANOL LEIM FOR A GIVEN POf1INE ASJL OEM LOAD. L-: MAX AMJDPIBLE PANEL IDIOM I= A GIVEN N[OMME AAD. OEMOM Loa (E mo m m TO OL omme waNM PANEL. WODh ONEDN A POSITIVE RSA. CM" LINO, DEfMOW VAU" AMID. UMM 1+' FMaI Sa1LDUE ONE N A PECAIRE ASA DESIGN I" DETUM M W XL-JM PANEL loom i-' room 202vi L FINAL MAXIMUM ALLOWABLE PANEL IDIOM M V ML ro THE IRNIBM DETERMINED PANEL LDOM loom T., •AID T: •. (3) SEE 1OHIEDME BOM FOR ME PANEL LOWN FOR PMOBIY OIPLi1amDN. OMMULAn M PRO WOOD ARE LIMITED IED TO t 16 Pal, MAX ABD. DEla ►E'/9UNE RATIO 0. 10 a 11 FOR MAx. A". cum LOADS k MAX PANEL tDotH6 FOR FLORIDA BUILDING CODE Non Y NYrricam Zone .44167 .RAIN R RIM MC_ 24 GOE OALVAMM STEEL STORY PAIL �o• iE OF ' I L E C O MR w L PROTECTION PRODUCTS, LLC. 07ro[ATe ' „n•. Fss/ O I Ia. NNW fA /1 DIET • a► • 1sLIL nc 0")00-97I 20-175 HA....6/ r• ..rNw rr - rr Y oe"ft a••WN7N WN.ta A k» ►.L MQ1 3 I M (SEE SCHEDIAL ON STETT )J Oka SPA NOR BOB EDT \ 1 1 m 1' MAX EON¢ /AAAIAM SNEERS • 12 A. O.C. ($EE TILE It a1 SEEF 11 IIYIj^, SI y SEE NONE •• FOR LIMITATIONS FOR SUEEV SIF! I I t �i 1/2' LONG SLEfliS. ULET . 1 I..,vALEL MATE FEMALE D OR PANEL ANTE .. PLUS (SEE SCHEDULE ON STET 11) i I BEASS PLATE REO SCHEDULE - ON WtED SHEET 3) 1 t DIRECT MOUNT W� SPACER ANNO 1 * 1 E ) .S WALE 3/1-1' I • 12 1/2' O.C. SEE TABLE /7 ON SHEET II FOR MAX. PANEL LENGTHS k 1 WAX. A3.D ESIGI LOADS FOR THIS INSTALLATION. I -- WOOD AIC ONS STAGGERED W/ Sim M �I, • (BEE 971AE ON j � :. II sIEEr n) ' gg te4' WOOD - '`�,_ PLATE REDUIRm WALL MOUNTALT6BNsSCALE �1• I _ A rA rll . 1� NOTE FOR OF SECTIONS: 1. INSTALLATION ARE ONLY VALID FOR MAX. AS.D. DESIGN PRESSURE RATING (p.f.f) AND PANEL LENGTHS Top a BOTTOM MOUNTINGS CAN DE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR COMBINED IN ANY WAY TO SIRE ANY ALTERNATE 2W ) INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MLIBERS TO BE SOUTHERN PRE No 2. W/ SPECIFIC DENSITY OF 0,55 OR EQUAL. I m Ar! oY1oY LR fYMfY ! .. - IYYO a3eeM 1AIOAA (C) TD f1H6TXD IM0o0 LANE SPECIFIC CYANTY_ O . 0.56 W-Y. t. $TCIM IAHEL SIOIRN ON THIS PRODIICT EVAU,M7DN OOCULENR (PLO.) HAS BEEN VERIFTD FOR COMPLIANCE IN ACCORDANCE - 1 TIPC°N ANCHIORS. AS ~ACTURED BY LT.w. BUMEX, NC WITH THE 2020 (71h EDITION) OF THE FLORIDA BIALO9/0 CODE. THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH - 014-10 PAMOAMTE FEMALE I AND PAHELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCES. VLLOCTY mummm ke ZONES 0WW IT -UN / BIwwm COUMIES). - 1/4.9 LAG SCREWS PER N.O.S.DEEMWIND LOADS SMALL BE DETERMINED AS PER SECTION 1609 OF THE ABODE MENTIONED CODE. FOR A BASIC wD - T/1rr A 5/6• WOOD BUSHING, A4 DISTRIBUTED Or ALL POINT SCREW. BOU a SPECIALTY CO. SPEED AS REQUIRED BY THE :NRIOICTWN WHERE STORM PANE. WALL BE INSTALLED. AND FOR A DIRECTIC"M FACTOR KD-O.W LASING ASCE 7-16 AND DW-L NO EXCEED THE AtU M (LSD.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS CA) MINIMUM THRICAOED PENETMTION INTO WOOD OF TAPCON ANCHORS SMALL E 1 1/2' AND 2• FOR ELCO PAMELMATE PLUS 3. 9 TIRU 12 k 17. 1& AND PANRAMIE FEMALE D. IN ORDER TO IVORY THE ABOVE CONDITION. ULTIWTE DES" WINO LOADS DETERMINED PER ASCE 7-16 smALL BE FIRST REDUCED TO ASX. DESIGN RAYNC. BY MULTIPLYINGTHEM BY 0.4 IN ORDER TO COMPAE THEE W/ MAX (AS.D.) C2) LOS" THREADED PENETRATION OF LAC SCREW, INTO THE WOOD FRAME UNIT SHALL BE 1 1/2-. NO THREADED DESIGN PRESSURE RATINGS WDMATED ON SLEETS 3. 9 MRU 12 k 17, /9. '"or PENE1RAt1GI1 NTD SIURCOO aHNN1 E CONSDEhD AS LIARS a THE 11EOUIREO RNREAOED PEETRAl10N. IN ORDER M VEN" THAT ANCHORS ON TINS P.E.D. AS TESTED "m °WTI STRESSED. A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS Mal USED IN THEIR ANALYSIS: FASTENERS SPACING TO WOOD HM BEEN DETERMINED IN C.3) WOMLM EDGE DISTANCE OF LAO SCREWS. ISO WOOD 94AL BE AS INDICATED IN THIS CRANING ACCORDANCE WRN ND.S. 2016. STOW PANEL'S AOEOLNCY rOR I PACT AND WPM RESISTANCE HAS BEEN VERAFlW IN ACCORDANCE WITH SECTION 1609A.2 OF C.4) MIf1AA1 PFJIETRIIION K r000 d1SIN0 SOW. BE 3/6'. 1/4' 4-20 SLTIEIY4 USED SHALL t 1/2• LING NNNIINI THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS /00/4A1-01 AND BO219.o2-09, AS SFHOUID STUCCO EXIST AND 1' IAIINUTA FOR MIAUS W11F1 NO STUCCO. PER SST) 12-99 a AHTM E 330-02 STANDARDS. AND AMERICAN TESTING LAB SOUTH FLORId1 REPORT #1123.01-t0 AS PER TAS-201 AND TAS-203 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED N ACCORDANCE W/ SECTION 1604 OF TINE C.5) N RASE PRECAST STOWLOIN OR PRECAST CONCRETE PANELS, OR tWX70 BOAIIDS E FOUND ON THE EXISTING ANCHORS SWIM LONG ENOUGH rRUCOO WALL, REACH THE MNN SIAUCTUE BEHID SI1C11 PANELS. FLOM" BLALDIND COOS. RAGE SH S A ANCHORAGE SHHALL BE /5 YF3TONE'O IN C.1), C.I) k C.4) 2. ALL ALUMINUM Da USONS TD BE 5063-TG ALLOY NA TEMPER. (UNLESS OTHERWISE NOIED). SEE SHEET 2 (0) ANCHORS SHALL BE INSTALLEDPoLLOMNIS ALL OF ATE RECp:MEN0AT10N5 NIO sPE'CFMJUTONs OF THEAICNOR•s MANUFACTURER. 3- ALL ALUMINUM SHEET METAL USED AT CLOSURES 914ALL WANE 3f05-H14 ALLOY. S. PANELS WY ALSO BE NSTNIW HDDZCRALLY FO110M W INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS 4 4. ALL STEEL SHEET METAL PANELS SMALL KAVE STRUCTURAL O"ITY STEEL. ASTM A-M OWE 90 MANORM. 0-00 GALVANIZED THROUGH S) EXCEPT THAT HEADERS® k0 SHALL NOT BE USED, STEEL. DESIGNATION W/FY- 92.2 IOW (AFTER ROLLED). 9. IT SWILL BE THE RESPONSIBILITY OF THE COMIRACIOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WERE SNITER IS TO I E 5- ALL SCREWS TO BE STMIIESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD FIbME BUILDINGS 5001e W/ 50 NMI YIELD STRENGTH AND 90 NN TENSILE STRENGTH AND SHALL COMPLY w/ FLORA BUILDING CODE SECTION 2411.3.3.4. 10. EACH REGULAR STORY PANEL WITH LENGTHS OVER W. AS PER SECTIONS 1. 2. 4. 5, 6 AND ALTERNATNE5 111, 3W k NW ON SHEETS 4. 5, 6 AI 7 RESPECTIVELY. SILL HAW A LEGIBLE AND READILY VISIBLE MARRING M6TNRCTNG OWNER OR TENANT TO S. BOLTS TO BE AS1M A-307 GALVANIZED STEEL. OR A151 304 SERFS STAINLESS SM WITH 35 IMr MINIMUM YIELD STRENGTH, SECURE PANELS WITH APPUCA$E ROMFQRCDADR DURING PERIODS OF HIUUCAtE *AMONG. 7. ANCHORS TO WALL SMALL BE AS FOLLOWS: it, THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SNIFTER COrPONEM WHICH MRUM IN CONTINUOUS CONTACT WITH THE ,HE BUILDING TO PBEVENT N N WI D/RAIRUSION. ro cDHRc,IIE: W Palm - 1FXSIING TAPCON AUDITORS AS MANUFACTURED BY I.T.W. SM)EX, W. (ILn. rc-3192 PaJJ 12. STORM PANEL NSTAl1ATON SILL COMPLY WHIN SPECS INDICATED IN IRS MANNING PLUS ANY BIWDUC NO ZONING REGULATIONS - 1/4' P X 7/8• CLN-,N ANCH OR & AS MANUFACTU ED BY OEWMLT PC. PROVIDED BY THE JURISDICTION WHFJEERM PIT IS APPLIED TO. - 1/4•0 S VA- SOLD -SET ANCHa4, AS ANSI MMM BY ALL POINT SO", BOLT k SPECIALTY CO. r._3000 "J.) 13. (a) THIS PRODUCT EVALUATION DOCUMENT (P.EA.) PREPMED BY THIS C NGIEEt IS CDCRC AND DOES NOT PROWE ]INFORMATION(Mn. - /14-10 PAtELMATE FEMALE D IN PMELMAIE PLUS ANCORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.- MR A SR SPECIFIC PROJECT. Le. WHERE THE STE CONDITIONS OEVMIE FROM THE P-LO. 1/4•r 7A1AC NARK ANCHORS, M YANUFAL'TWIED BY DEWALT, INC. (b) CONTRACTOR TO E RESPONSIBLE FOR THE SELECTION. MA04 E AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT At) MINIMUM EMBEDMENT OF TAPCON ANCHORS N10 POURED CONCRETE SHALL BE 1 3/4': r MR ELCO PANEUAKYE AID BASED ON TINS P.E.D. PROMOS) HE/SE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE COVIRACTOR•s RESPONSIBILITY. 1 3/4• FOR ZAM1C NULN ANCHORS. (c) IM PRODUCT EVALUATION OOMMDff WILL BE CONSIDERED INAALO V MODIFIED. AL2) CAUL -IN 1 SOLI -SET ANCHORS SHALL E EMBEDDED 7/6• INTO THE Pa1Rm CONCRETE. NO EMBEDMENT ALTO STUCCO WWI E PERMITTED. 1/4• r-20 SCREWS USED SHALL BET 1/2- LONG WO" SHOULD SRICCO EUST. (4) SITE SPECIFIC PROJECTS SALL E PREPARED BY A FLORID& REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE AND I• MINIMUM FOR WALLS WRN NO STUCCO. AND MAY BE HEADED SCREWS OR AL THREADED SCREWS W/O HEAD, ENGINEER OF RECORD (E.O.R.) FOR THE PROECT AND WHO WILL BE RR5TMMZ FOR THE BUT WI7N wC NITS PROPER USE OF THE P14. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER. SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. A3) N CASE THAT PRECAST STGE. PRECAST CONCRETE PANELS: PAVERS. STUCCO OR WOOD BOARDS E FOUND ON THE EXISTING WALL OR FLOOR. ANCHORS SMALL BE LONG ENOUGH TO REACH THE YIYN STRUCTURE BEIR•D SUCH PANFIS. (4) THIS P.ED. STALL BEAR THE DATE AND ORIGINAL SEAL NO SIGNATURE OF THE PROFESSON:IL ANCHORAGE SHALL E AS MENTIONED IN At) AD IN A2). ENGINEER E RECORD THAT PREPARED R. (B) Ta E)45TIN0 CONCRETE a--. WALL. W: AsD C- 14. SHINIER MANUFACTURER'S LABEL SHALL E LOCATED ON A READILY VISIBLE LOCATION AT STORM - //4' • TAtPCON ANCHORS AS MANUFACTURED BY L T. W. BUIDE%. INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.2.2 OF FLORIN BUILDING CODE. ONE LABEL SLANT E PLACED FOR EVERT' OPENING. LABELING TOCOMPLY WRIT SECTION 170e.9A E THE - 1/4' O P 7/6• CALK -IN ANCHORS. AS MANUFACTURED BY DEWALT. INC. FLORIDA BUILDING CODE. - 1/4 0 X 3/4• SOLO -SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW. BOLT k SPECIALTY CO. - /14-10 PANEUMTE FEMALE D AND PANELWTE PLUS ANCHORS. AS MANUFACTURED BY ELCO ODNSTRUC710/1 - 1/4• . ZA AC WOLN ANCHORS. AS W KlFACtURED BY OEMKT. INC 0.1) WORN EMINEAMDIT OF TAPCON ANCHORS. ELCO PMELAMTES AND ZMMC NAL1N ANCHOR. INr0 THE •VGEN ''•;�� fLORtOAA BUILDING CODE Non n V NurrlCom ?on1 BLOCK UNIT SMALL E 1 1/4•. SIB S.2) CALK -IN k SOU) -SET ANCHORS SHALL BE EYBEDOM 7/6' INTO THE CONCRETE BLOCK UNIT. No •TARp44 7 .ama n,WI, wc. 24 CAGE BALVMBZED STEEL STOW PAND. NXw�o Oft STUCCO SHALL BE PERMITTED, 1/4. 0-20 SCREWS USED SHALL BE 1 1/2• LONG MINIMUM SHOULD most. * AHD /• mmam FOR MINAS WITH /q STUCCO. Qp STATE . IL C Np�yM.INF GLOBAL PROTECTION PRODUCTS, LLC' I/nWc •'• E O TIE. Ls 8.3) N CASE THAT PRECAST S10NE, OR PRECAST (])/CREST PANELS. 57UCO0 OR w00D BOARDS BE "LOPE I BEHIND SUCH ••... AM t a Aq ,Arts AWaPa A Naa, 4m W.W. et MANY MALL AL = 20-175 EXISTING WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCVU E Ai p\ ANCHORAGE 94AU BE AS MENTIONED IN S.I) AND IN 0.2). S/ANAL w.. Nr,� . M • NNW , � AYINC MN)NA-14M. FAIR Bf4)AM-NSF 'A'. W. ate- `ANNNINA PL K^/Nmi ffAtwg 1M/p A lad i» FL WRP T Pr 1R CONCEIT Amcwn SHEETS a TS 9 TROHSCHEDULEGU 10) 1 SEPARATION F- TO CLASS ._ WHEDLAR ULCA 850-'� W ON SATES 3) 1 1 CONCRETE ANI]ORS, r - -_:_-- (SEE SCHEDULE ON SHEETS • THROUGH 10j L • L • � _ • i i � i _.L \I _L1 To GLASS. ftlT_F la GIaL4S.ON SHIDET 3) (SEE SCHEDULE PANEL. UD WH SCHEDULE =-=i�--=-- ---T-- amaN SHEET 3 1 1 t I SDR � OF 1' I MAX i I I E G' T•N• P� 1 i 1 1/2• aG - t Mm. PANEL LENGTH (OIN STET 3) OF 7' 1 i '-IIiT"ioa'DDT ra'1'afMMa a -••EO- F•-EO•-- t/4•-mt• SM NL S/ an 04 CONCETE OR I CONCRETE a)ac REQUIRED. ; 1 LTERNATE AwCam t )lF6 AANCHORSE CONCKI! ' PORED CONCEIT ANCHORS CONCRETE itOCJt REQUIRED. r sF1J6y (SEE SCHEDULE ON smarm 9 THROW" 10) (sa 904MULE am SHEETS f THROUGH 10) SOOT ]/F7• mm SCALE J/s.1- EA. •EDGE DISTANCE NOTE FOR COMEMMTTON OF SELTDILS: (SEE SCHEDULE ON TOP a BOTTOM MOUNTINGS CAN BE SHEETS 9 a 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATON. CONCRETE ANCHORS SRTIs • THROUGH CONCRETE NAC"M�_/ (SEE SCHEDULE ON *TIES 9 THIIGIOH 10) W/ @ ONLY volm SOW Si o CALK -IN AM USED k w/FANEILMATIMS WIHEIN ARE USED. I i T.• RUNE PNEL LENGTH (SEE SCHODULE ON S O 3)3) POUM CONCRETE _ L•: LION • N :AXtl •. .1 L •►0 1:4 Cl I IM 101;0:4k1:041►14 6 011Lk toWlelal;e MA 9 mtiMED°USTND / I ADmUAC1' a Ex1srlNa WOOD BEAM m E cERTr1ED By IE¢ISTEIRD FIGHTER OR ARCITECT PRIOR TO SHNTIEt INSTALLATION. ANCHORS ALTER14KTE WOOD AE SCHEDULE ON (SEE sCED` ON SWEET 11) SAEEI i,)U OWL WOOD HELM EpST111O �1 V 1 REOUMm ¢IAL55-1 1L000 ANCHORS (SHEET j 1 11) IN,. I 1 SGIEDILE 1 DIN BEET 3) 1... ,/4•P-at• w ,R -v MAIL 1 ----) PANEL. LOOM (SEE SCHEDULE 1 1 ON SHEET 3) _ 1 1 1 1 t i 1 1 50M OF V ! O 12 1/2' O.C. 1 No 1 , :. T16' WOOD 2 CK RECURRED FAMORM HOOD A11a1DlRs (SEE Sc EOU:ESHUT ---- SEET It) - NOV Cf.YJNG AND SCALE 3/9-,• IMINg __......... NOTE FOR COMBINATION OF SECTION& )� 1. INSTALLAT1014 ARE ONLY VALID FOR MAX. A.S.D. TOP Be BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE WLTBVG (p.9.f) AND PANEL LENGTHS COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON Sty 3 INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC DENSITY OF O.SS OR EOW- 1*, SEPARATION TO CLASS. (SEE SCHEDULE ON SHEET 3) l . 1 1A..4 1 :•. ,.11 , WIN I I11 WAAAMS ION uNWwr Nc i w�AMw� PANEL SEE s YNNOOWN 7•h am SI i cn _ Cu 0� N U O a) C 0_ cu -C . CD U c C =3 Chi O C 0 - 's=. C O LL .� -0 E O L Q .� VJ N O N -S N O (m ,) (L r 1) 4 L) 00>} ` W cn 4_F cn cu O C/) U Q I..L .- cn CIO 1..1.-/ w m Q Z Z Q J a SHEET NO. IS 1.3 1 1 AL7 OR aae YRiaEs ( 1 o" r . r . ar aim N-i4 p� 3z. Fww saw" ALLOT COIN. AWL r Ar•1 RaDRo 1 3/•. %Bit 9�4IL 1 2 I/2• 19w . +AWE .. PaLG6 "K"E" IrOIAIiD 2w tNp00 POUNDr COHC IN BLOCK F1WG 1 �l9' 1/r,ola . ,Yr4-,2 i/2•�r�� �-•Il/r 1 V' ON►CN ��,L�2 D r ..O mI1ME tW tocAON avRes rr . AwW<1ryAN4W 3,e-Nix fern ) iRN01 WAL AMA,sINftm3901U 19ALLOY O ..S_ r l... COO. ALUM AamE - - - - ------- -----J Ma.. GP I/4• a ems! P . AW �J C.N a�mIRu 1053-111 M10,' CASE A (PLAN; SALE 1/4'-1' CASE B (PLAN) SALE 1/C-1' CASE C (PLAN) CASE D (PLAN), SCALE 1/4-.1• BCALE I/4•.I• 3•AD-W OR Nut-« 1 gm DAD RANNJIME 1.3E Pg1AeO 1 1 -�/}�,) O 4 p �7�pPE,pNp ; SOM OFF WOW 90EOYE A11 a A. IMUL PAEL aoNMEtE aIACR a1N' I000 ,99BEBi FIM11E r Mat U Afi F16A[ IIEgMRp tL9 A6 M1!019LE To a it) OPOW Ranh) �Co MSL re no MAC �lME9 ; IIE0119.0 1 1 3/{' Mme.-{/7�� WARM1 OR® 1 �%IO11 W.= PYAMIuli.To 1 ,MALL OEM aIR Lao Ra1j i S 1 CASE G (_PLAN) • /r SCALE 414MXLATM „�� `�': ' :••. WLD FOR DIRECT MOUNT ONLY t �,�cEa ♦'. CERTIFIED PANEL INSTALLATION AT IOMLS W/ )WTI Il1RT SURFACE LEVEL. WAAMM WITHIN 3/4' CASE E (PLAN) SALE 1/4--1- CASE F (PLAN) SCALE 1/4•.1• (VALID ONLY FOR PANEL 1QIN5 AL AT10NI5 AS PER ALTi:RNATIVES 1W THRU 4W, ON SHEETS 6 & 7) MAIL AAa M OESIOmmmwffwn PfOING R FJAieO (P•9.1•) MAXIM ANCHORS WACM FOR EA - AS SHOWN ON SH EM 6 t 7 APPUG LE 70 t ANY OF DE11 MAXIM PAIEt LEt LN (R) TAPCON LAO SCREW PAWVJWE FEMALE D PA/ELWTE PLUS MOOD RADOM 13' it ,r 13• 1r • (16H') r-W ON tr tr Ir 13' it 1• Aenell) 6 1/r 6 1/2• 6 1/E• 6 ,/2• 6 1/2- (Fors - • 12 In• 0 1/4• mff.•) r r r r - CHOP) LOS r r r r - 3r ownum) it 131 Ir Ir it (lon ++4 .-4a apt LEND Ir Ir Ir 13• Ir lr 1r Ir Ir a I • Ir IF Ir Ir r I• (110110m) > tp 14'-e 6 I/r 6 In• 6 lIr 9 lIr 6 ,/r MP) a 1/4• 12 1/2- 6 1/4' (WIT.•) 4 1n• 4' 6 1/2• • in• - (UP) 4 In• 4 1/E• r Y - SB (99TWL0 1/2' 9 1/r II.lr 4• E10 1r IF I ,r I Ir a lIr Gww • SEE TABLE #1 FOR MAX. A.S.O. DOM LOADS t WX. PANEL LENGTHS WHEN SPACER ®IS I USED. CORRE9010MIG ONLY TO ALTOWE 2W ON SHEET 6 1/4-9 PAHOAi ANCHOR G 12 MAX. A,p, OEMM PR AT 41A f.) MAX6M ANCHORS MACNIB MR E.D. - AS SHOWN ON SHEETS 6 t 7 APPL1DM.w amwom t ANY OF DRW Y11 m PAFHR LEt LH (R,) 1PPCON l49 SCREW FAJEUNIE MINE ID AIMELLLLTE PUAD WOOD ' ,r it Ir Ir Ir OR mm 1r tr tr ,r r l• momm) a lIr a ,/r 6 ,/r 6 1/2• 6 lIr PN (Tom S•-r OR LOS - 61/4' 121/2• 61/4• (WIT-1) r 7l/r r r - mn 7 1/r r r 9• - 3w DD19IDM) Ir Or Ir Ir 13• mn -45 +Ty m tr Ir ,r it Ir it Ir 1r it it it Ir Ir Ir 6 1/s' Ir MOTION) �W e 1/2• 6 lIr 4 1/2' a lIr6 lIr (1a') 61/4' 121/2• 6Ile 019HT-•) 4 I/r r 7 ,n' 7 1/2' - tTOPI r-W a• S 1/._ r r - SB OAff=) Or Ir Ir ,r S 1/r (DP) Ir Ir Ir Ir ,r • SEE TABLE /1 FOR WK A.S.O. D151fA4 LOADS t VAX. PANEL LENGTHS W4EN SPACER 0 15 USED. OtOW ONLY TO ALTEIMOTE 2W ON SHEET 8 UKE !1 a AEA. OEM LOAD mkvm L01 PANEL 40 PSF OR LESS r-a" > 40 PSF M 50 PSF W-2- > 50 PSF TO 60 PSF W-10• A MAX. PANEL LEMUMS ARE ONLY VALID FOR NSTALLA71ONS W/ PANEL WTE WAALE IO OR PANEL MATE PLUS ANCHORS t W/ +WiNQ�t/2. O.C. LiORE 1:40 1•: I I i 1 -.L I A ItW• i 1 1 I 1 a�r7a�7.61•.�1� R al OMa,� - tB96, �7 i PANEL LENCM OM 9NIEET Yj1 1 1 I I 1 Ln 1 1 I 1 i 1 2' I a1T oe .BF.�ill,lB.P�LS AM 94M 16 t 19 NOR ATOM YM at l/WJG FOR NOO61AIM NIO I = MOM 1Rpli MORAN AND" 11WG6 Am xmm OR owmm AN BMM ON M 9CIWILL FOR EA LOB I" W W NOON mm u mu AM " Odom BY WL7f VM -MEND llmN w SOMW BY 1NE WOODS.FO FaMOi WOODS. De A OFI UM K mm WAG wwam LING FACTOR IWL NOF OE LESS TWA memo I/K7G TIeONiW FOR EACH ANCHOR TIM Of •1 6COA3L LMaRR 1We '/41 9paw ' ti M1Ise ANRrR 9FAOD 6,j 3 3 •rµ4� t1MR6M •.j 3 3 l,HINNRW ON&OK Lmlt R BABIQ IIWAM - s •a' . 3 ses Im at - - n1l 11 1XBHOE'iE 1tBO1DED. t/�EK2Hoa (BEtDFD) WAIL am .. _ _..) v MAX. /• POOL LOOm i ON = 2)t MI,,.. ' 'J#it2au■ .. > LMMONS +,: f'i '1V ; . 7 � ..1 _ h•h)- .1 + KV.i•!;tNl .+1., a>tl .+. �11; Nl ;}•• p •3 MAX. A.S.D. PI GyfJ MAXIM A4== SPACING MR YI ED PER SCOM S 9OGW APPLICABLE 111f01LN1 IE�I m (L) MW AS.O. PamUAS _ ILA1016M MOHM sFACeo FOR MN E0. 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O.C. r-r / +4a0. -WA B.44 (R/ ONO6AP WAD PA11 LOOM BOLT) r-r / +BOA -44.0 p,af. 09/0 OVERLAP MID FOU LDVFH BON» LHt[ YA T LL 5 i 1• �ALLATOG �Y VAID FOR MBO UP 10 m CAA AP LIFE SALFEi,' PANEL * TF �FLORDA BUILDING CODE Nm h Woo Nu,'Haono ZAfla EXTERHORF,.S �pID tt� R6ae Dam Me N� T OINC 21 CAGE OALYANRFD SREL STOIBI PNEi DRINK a: "My" mmDuem SECTION A -A aW. SALE 1/4'.1• / TJ FINµ. � IaI=�w V,-1® 4e1 aM. bt FRITH OrC a a�a momPM)f7W, oft 1M)1ea-oe7 20-173 ' pL atkAmamuIevoot li- r OM66G NN . + Ilm I! ar 1 ill ra4• WO l PLATE TAR= REOYDW R 0 31' C.C. DIED W/ BRAD wm ffirm IL SCALE 4-I IIQ]FSL 1. INSTALLATION ARE ONLY VOID FOR ALSO. DESIGN PRESSURE PATOM ge NO PANEL LENGTHS AS PER ELEVATION ON iL 2. FOR NEW WDW FRAME CONSTRUCTION WOOD MEMBERS TO BE SOUTHERN PIE No 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL -ILL,Q ML .t:, at TAPCOR ra4. 9'OI R G r O.C. H1LAW n = l�rif,Ay,, W&9CAE3 , No EL p1 `� FWIDA NNLDW CODE Non Nib Veloadftty NMFL1eDna ions O. 44167 `: .1619t,aoN .c 24 BADE OALVIAGTEA STEEL MO PANEL amm W. i tRt * �E STATE M C O IiN•C O IEIB. IDOMMMpM PRODUCTS. uAC. L.. 'C01T10 LOZ<� Moo SA I sww P,�a4M.�-76�'�iD.>•r-n.7 iaae� 20-175 f•' r..�'•aw••"�_+d•,• •1 ••, a vow Na r r am is 1 to A iNLR x, P MAMMUM • c n DESIGN PRESSUK RATING, .a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE r FOR REGULAR STORM PANEL 111) INSTAI I ATIM INTO CONCRETE & CONCRETE K= STRUCTURES (VAD ONLY FOR PMOI (D INSTALATIOWS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 t 5) MAX A.&O.IDN M MN1aNM AFMA10R6 MACHO FOR MIN E0. PER 9C1rDLLL SEW i � 1A7/01M (1L) P omllI.) 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SEE 1 FOR MAX. AS.0. DESIGN UAW t IIAX. PMEL WQI SPACER USED. ARLJ1 A ASA. DOW LOAD MAXIM PANEL LDIGM 40 PSF OR LESS W-B• > 40 PSF TO 50 PSF 6'-2• > 50 PSF TO 60 PSF 51-10• A MAX PANEL LENGTHS ARE Y VALID FOR RISTALUITIONS W/ SOLID SET ANCNDRS AtW//" SPACER AT 12 1/2. O.C. r ' , i ////, • 3/4' -- -IZJ/4•0 TAPCOM - O.C. ---1L-MreMR• O- .C. �°R ari 0 PCONCRETE on �= RE OW. • REGLW PAN= INVA"ANIELL E WOW 9FE TOR ANMB Ales 1aP[ r. WPM FOR 1IDTAWGNs a00 a WY O F R ! Ir0EOC RME gi 11Am FRAN C OR SNIe. rRGRr ANCHOR fN6ai9mJ MG rFGR1 IIMLL now Immune OU 3 *== WONNNA. OW 6wIe1Rj owW ask 6y 3 WIDE BRINK[ ARE 001I0,01131 ON TM EOHmuL TOR LL LESS it" poem w sCOUE mm AMOCR WAD" 3 BY 10Awym sRtrm9 1 4 w ICHEDW IN WE FOLLOWING FACROL FOLI TIe 014111011001 W e PO/NDSL VENOM 11MAO ORANND LOW F AR s11LL NOT Q LAID It" , t1r•1 a tn, on r oa6 LM/BIY MAAD INDICA W FOR FACN ANCHOR TM ON 7Ne OCmLEt }t YO. EM6M EWIM Ey 12) 1. INSTALLATION ARE ONLY VOID FOR MAX. A.S.D. DESION PRESSURE RATIOS (p.Lf) AND PANEL LENGTHS AS PER ELEVATION ON SHEET 1L 2. FOR NEW WOOD FRAM CONSTRUCTION: WOOD MEMBERS TO M SOUDiEIM7 PONE No Z. W/ SPECIFIC DENSITY OF 0.W OR EQUAL 1 1 I w �-Q IOW YS RN1 6 ,71 0.4 NL `-E9 IY-�10 NS 6NlA • I,l, OL /41 tAPW� O.C. /'0 T OTC MKO.C. OeDNo 1,1,tIRED caNORETc OR A�� � Lf `LONCROE 1ALtdC IE0ILRED. IffoucaFFARfts PouRED tXINpETE OR �lE 6LOgt RVOLOM MGM R-21 • WAIT SCALE 3/11.1• PLATE PIMA ;, pEN4 PE smBA BammAm em tnea ae 1L ECOIaa. 24 GAGE GALVANIZED STEEL STORY PANEL I.1.9Y: PROTECTION PRODUCM UDC. Teo an. of snw Rom Wg197ar � 000806-m WMA Ti1i'a`-,�i` rn 0,-amill A L pE 20-175 OIYa/G Na w r r a►r Q) a) s 07 _ W > C - U =3 a) 2110 0 0 . .cm 0 � o 0 � rn c a) 0 LL 0 > .� TJ Cu VJ Q N -0 N - 0 .a 'L Z U u „r iv ,W cn W �♦♦^^ _W VJ cu CL U c O U m LiJ a Z Z Q J a SHEET NO. SH 1.4 * �R ?I ,) 1A „I I� jji I I IIT1wIII'Igi�qi! IT rrT1 i m I w� P Y ANCHrDRS =I= EZI a XMVMTNE 171W ON SHEET Ia) --3' M-I -13• II- nth I1- '-v(SEE No1E 2) :-10.4 mm 2) j iioF(D -- --- - (ENO PANEL) SEE NOTES 2. 3, 4 (NIT66PANEL) I (INTEROR PANEL) (INIER70R PANEL) I I (END PN4EL) SEE NOTES 2. 3, 4 AT Ja j _. Is AMN• _�_ 7FO PAELS N/ 1/ab-20R SS BO115 ./® • EA (SEE L I i 11J 'Te•� AL,Xr.Aa IP RNET PERT i 56X MAX. 6'-O' i MAX PANEL LENGTH j e 40.0 p.e.N. I •_A aVE7RAP APPLXJIRF.) I elite - i VAX. 1' W. LNDTE 5 ZJ'Y7A(7}' l 3 t' Min. i ANCHORS rFL -(SEE SECTION EZI a ALTERPNTIVE EZIIN ON SHEET tie)'--. _.. EZ1/18, EZ1 W/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL n SYSTEM (t) s. CAP ]iN1f 1V►RT ENGINEERING ENOINEERING EXPRESS® PRODUCT EVALUATION REPORT September 15.2020 Application Number: 12lgB].- EX Proled Numbes 20.31543 Product Mrhulachuer: Ati Anwim ShUltM and GMU Manufact rer Address: 1540 pones Road Wes( Palm Beach, FL 33400 Product Name & Desce"on: 249a Galvanized Steel Storm Pawls (age Missile Impact ReWtant Scope of EvalueNon: This Product EvAiation Report is being "N d In accoNance with the regWrenwds of this Florida Department of Business and Proteeslonoi Regulation (Fbrtda Building Commission) RMis Chapter 61G2D-3A05. FAC., for statewide acceptance per McMod 1(d). The product noted above has bow seated and or evakuatW as summarized heroin to slaw Lwmplance with the Florlde Suldrg Code Seventh Edition (2020) and Is, for IRA purpose Intended, at issat equivalent to that required by the Cade. Rervakuatllxh of ilk product shall be required following pordnent Florida Suikfmp Code modi6catl«n « revisions. Substantiating Deter: RR EX drawing 020.31543 Wded'24ge GaNadzed S" Sbnn Panels "4W 8 NOr►MIHZ)'. eMeb 1-5. prepared by Engineedre Express, signed & sealed by Frank Sennardo, P.E. Is an Integral pat of tlTfa Evaluation Report. RR TEST FtEPOffM Uniform static structural patormaae has Oven tasted in accordance with TAB 202 teat stePderds per test repor(s) AST-ASG-17.001 by WAck%Tdsr Testing. Inc. Large rtieoite InRped resistance ate cyLic.lwdng parbrmama has been tested in accordance with TAB 201 acl TAB 203 Oat standards per teat rat WKS) a8T ASG 17-0Ot by 8lal6CWurbr Testing. Inc. STRUCTURAL EMGBMMNG CALCULATIONS St uct ral engkuarkg calculations have boon prepared whirl wakle t e product' �as i on eo�entn and« rational sesyois to quarry the following assign Lifted.: 1. Mailman Allowable Opens 2 Minimum Allowable Spain 3. Minimum f eats Separation 4. Anchor Spading 160 SW 121- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(666) 396-9999 TEANO ENGINEERINGEXFRFSS.CDIN E PIGINEERIMG EXPR ESE. CON A= r 6xFTS•1 N;Y.a fA •:LY. rR.W'kf CXf :NDUP eD I.s1u fYYO W-"YT i �1: UMLI�f •::x ,x: v vi tom_ 1 ..... ` la.Al I- F� a: CLt I 4Y'Hu ttPY-• auna etc 9f-a :rill d i� H,I a h Cm N- 'YHl , T- e 11.L'+Y41e_AI ro' i ILL AWL-U_II...Y:W n Ii DTTN-Y . t1�Ni 1'tlx1L-MY SV 1.rP.xY 4Ai f ALiPpeATC NCLOp9rU A {• <.< 1Tyt•FP�� kx� 'IOIn-• 'TRK_L4f.�O CR � n f a iil',,n Mix Hnnn 2 s r, I� IL r. xc• +.L nJVx'- tin. uP:•.F-. F :CHI. Aw3A: I4J t. a:r aJ•-W6 t •!' IRM:RjO1NH:l NIAIRI NH:IIgN I :,1 •,�• n cc: x. %�.V I Wtyna RL ' WALL M/'�XT10N # LAST PANELQ TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE PROVIDEDW REAR WINDLE TO FACILITATE INSTALLATION IF N4TENDEO TO BE N45T FROM INSIDE OF STRUCTURE. NOTES_ (1). WcXNMON OF SERIFS 211eD: E-Z HANG STORM PANEL SYSTEM CONSSTING OF PANEL + CDnt. TRACKS TOP a BOTTOM. (2). END PANELS SHWL ALWU�S SE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP SAR (♦) SHALL BE PROVIDED AT TOP OF SUCH PANELS. (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SMALL CONSIST OF 1/4'0-20R3/4' M.S. W/ 7/6.6R3/32' WING NUT OR 1/4•ox3/4- Min. THUMBSCREW INTO TAPPED BOTTOM TRACK. LOCATION OF FASTENERS MAY BE AT EITHER OF TWO VgEROR MT FLANGES OF END PANEL. (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (Le. A STOP EAR IS ONLY USED AT TOP) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE 3() ABOVE. IN SUCH CASE. CONNECTION OF PANELS TO BOTTOM fRACK ANY OCCUR AT ANY PNIEL LOCATION. t INSTALLATIONS ONLY VALID FOR WINO SPEED UP TO 170 m.p.h. 10 ENGINEERING Page 2 of 2 All American Shutters and Glass - 24ga Galvanized Sped Storm Panels No 33% Increase In allowable stress Ms been used in the design of this product Separation from glazing ls Trot required for hMSWatons, outside of wine zone 4 and essential (ac n. h/Ipact Resistance: Large Inplct Resistance has been demonstrated as evidenced in preNousy feted teat report(a), and is accounted for in the oVko ang deep of this pradllot. Wlnd Load Resistance Ttlis product has been designed to resist wind bads ss Indicated in the seen schedule(s) an the respective Product Evskmatlon Document 0.9. elgkuiming drawing), lnstelktilon This product shel be koWNed In stick compiance, with its respective Product Evaluation Document 0.e. engineering drewhig), along with of oomponerNs noted therein. Product components shall be of the mebdal specfed in that prodlN3's respects Product Evehlaton Document (I.e. a gineabg drawing). LimUadons s Condltbns of use: Use Of this product SMI be in atria accordance with the respeliive Product Evakistion Document 0.9. engineering drawing) es noted heroin. AN aWp«ting hoat ebuaNras shag be deOgnedto reel e1superimposed beds and shed be of s me IN I fated in Mkt product's respective anchor schedule. Host strucWro conditions which we not accoune d for In this produd'e respective anchor schedule chef be designed for on a aiteapsol k b" by a registered Droll-ww rrpMnser- AN components which are pwffm-ty )ndakd sh" be protected agskl ODffMiOn, mftn*k*m. and other such dem ee at aN times. This product has been designed for use WNW and Outside the High Velocity Hunfosne Zone (HVHZ). Respectrwly. IN dry OYtLY� Frank Hennardo, PE ENew-ERRIG EvRaO 0PE0046549 I Cat. Auth. 9985 160 SW 121" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAM a ENGLNEERINGEXPRESS.COM ENGINEENINGEX/RESS.COM _us . ••:,wa4L ulna _ c'xwaLl_ or �..:x••s,'.-x� V•M1N}aLL tr"'0.. +IP vase.6,sm v, pal rj. 1. 3 UE L1 I b re M 44 gg i ..1 W w I� 4 F> < 10 E -A C V WG:CS f'WN L , N 'a z .1 f � - 3 s � W - u t'I i u a 0 �A P T � a3r in MA. I,,,..•nnA W"". S SexyJ_ w�'.an.V :Peq.D rtiNTMY L%IYIIN,:GKv_ L. Iw,+:A M1iT. S+TT /(LCOLIAGIDOOR NOUMr 5QT10N i-y.yYp L� _C1 TIV;LN111VJ'w�y • r'I.A'IN3•s-'JKi,V.c�vey .:.0S1 T.•MV 9:TY J YW, ltl_ L mwrcrrm IYK MAY VAVY iv;. NJ1-•_•n:.Y:r, ::ra1l Jnl'P, SL.MJ LY '+9ti•F 1;;1 e11 a•H A ,n::K.H rml^IIr RLREDC4 -'+- i•iri ii nPili113a.v '.t:lYLr:ILi,_: i•AtiTJ. e �1 k71 Ct:•S5 C6x-t'n•/: V x..• I Sh 4-::1 i,rIMlYlr i,. a1u1 rat y; - LlhiYr X.M:nl,rr` =S lrif•OBiLE 7-1'� dl?S-IN7 :nit•, PI48 ULE3i 0-... N1:_ .� MF' iy .'15•N`]:V ,rI: I:N rhi.< F i 'i6T C ' [iZS •r`TI:��IwY+^ . •.. I.V1, t'•`t'W3 a'p' 4J.•rial,M1•YAV.'Af,R .'J iiT.; f_'Y.TIrI`..r. Cq'VV:T ILL ui:; iY: YT..I rlltffTMY A_:.']CF_M NY :.Prrlla.m • U -OPTIONAL TOR/BOTION CLOSURE 01Aa tic •--.umrY mir-r. •�v. r\:: II INIRR It%Sal NR1RN 01014 .i.- 1/4•0 TAPCON %// v 1N1' HLDn NFAD ill ANCHOR • 12' O.C. f 1 ^ • 4• teed �/ �I,'_•(JE�77T' EDGE OF 13,.L�4 rl 1/4.0 TAPROOM _�% ANCHOR • IY O.G WALL MOMM SECTION E71 SCALE 3/8-1' MIN. PANEL LENGTH 1. INSTALLATION ARE ONLY VAUD FOR MAX. &S.D. DESIGN SHALL RA 2'-6' PRESSURE RATING +/- 40.0 P•N.f. AND 5'-0• MAX PANEL LENGTH. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO SE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ} WIDTH UNumnED (PERP. TO PANEL SPAN) TOP MOUNT (COIN TrP. TYPE AS REQ'D) SECRONS 5CLT5OPTIONALITH W0 STITCH @0.TS WITH WASHERED WINGNUTS FASTENED • OVERLAPS • MIDSPAN (USE °J APPROPRIATE SPAN TABLE) Y��i PLANVIEW 4 � Irl g n 0.0.156" Z 1 BOTTOM MOUPIT (CT3NN TYPE AS . L REQ'D) MAY BE At T l`� 91" i 0.375' i TYPICAL VERTICAL MOUNT ELEVATION 1 N.T.S. ELEVATION TOP MOUNT AS (COIN TYPEREQ'LLnaM O) (SPAN ABOVE UCTION) BOTTOM R WNT c (Cann AS REQ'D) '� -OBSTRUCTION O (LOCATION MAY VARY) ELL r P MWNT ORN TYPE R[1]'O) BOTTOM MOUNT (OJNJ lmeX TYPE AS REQ'D) (SPAN BELOW OBSTRUCTION) PANELS MAY BE NOTCHED AS REQUIRED, OPTIONAL W.-20 STITCH PRWIDED THAT CONNECRCNS AND BOLTS WITH WASHERED ANCHORS ARE USED WHICH SATISFY WINGNUTS FASTENED B SPANS ABOVE A BELOW OBSTRUCTION. OVERLAPS • MOSPAM (USE APPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 1 N.T.S. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATIONS SC HEDULE: EDULE: 24 GAUGE PANES MIUMMUM STORM PANEL SEPARATION FROM GLASS 4aE N F n NVNL WIND ZONE SSE 7Ml A011 ES ( 1 MAIM,IUM T-- DESIGN jI ALLOWABLE NrmuuTIOMslF4C mNS7AWITNXKGIIGTFR PRESSURE SPAN LrnMl 1 I THAN 3tl ABOVE GRADE THAN a' ABOVE GRADE ( PSF 1 1 •/.m 130.01. 6106M 2.161. •-ri / 130.OM 6A6M 2.16M +/Jro Ia.OM 6A6M 2.161n •145 130A11! 6.06IN 2.16in / 50 130A1- 6A6M 7.16M /-SS 306.61n 6.06 In 2351. •/-60 83.2 In 6.09. 233 M 4/43 S9.9In all in 2.72I. • -7G / 36A M 6.12 M 2.9D M V-71 27,0M 613 in 2.98 M WAN 5UNWULC NV TES: 1. eMM SPAN SCHEDULES WITH NEGATIVE OTU LOAD a U FASTBGEt SPACING t0 DEETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2. 'PANEL FASTENERS ME STUDS USED IN cON1UMCnoN WITH ALL MOUNTING EXTRISJONS ("r-TRACK. STUDDED ANGLE, ETC.). USE 6.25 O.C. PANEL VALUES SPACING TABLE VALtFOR ALL "H'• AND-W-HEADERS (INCLUDING EUiLD OUT CONDITIONS). I 3. LINEAR INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. 1 1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE I MINIMUM AUJDWAKE SEPARATION FROM THE OPE4NG TO 9E PROTECT®. 2. SCHEDULE S REQUIRED FOR USE WITH POSITIVE LOADS ONLY. INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NW HIGHER I LOAD. 3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTLAL FACILITIES IN ASTM WINO ZONES I THROUGH 3. THE GRASS SEPARATION SCHEDULE IS NOT REQ J AND NO MINIMUM SEPARATION FROM THE PR (rHl MU HEAD TEN • FROY •�}/4 F 1(� IpNHt011• Bf. RlB (a let llrNL _. 0 POP RIVET , MAIL PANEL LENOM 0 WALL UNAMNO SCALE 3/8-1' Nu"Icote r Pwo4G1 CAP bee. MAXIMUM ALLOWABLE,s'. F° `" '' t DESIGN PRESSURES: `1 ' TRgR nO51 w.ta 3 w AS NOTED IN DESIGN DESIGN NOTES: SCHEDULES �ITTIIVEEyAND � NTHISEGATIVE SYSTM DESIGN PRESSURES E DETERMINEDS PET CALCULATED SEPARATE ENGIN�pptI�NGtUNpqgE�CC��D�TDANCE W�RgN THE � IN ACCORDAPRE 7 AND gy WITHIARSCiE CHAPTER 1609 OF THE FLORIDA BUILDING CODE SMALL BE LESS THAN N)> OR UAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY •• ASSEMBLY AS SHOWN: Z t GENERAL NOTES: uJ1L)2 -.SHALL BE FABRIC, IN RDA SUILDa1G CODE ;ID E «TIE HVHI, PER OR EMALLINVESTIGATE MAENTS WHICH HAY N MAY FU!"E r'RR lit O d O (ft HAS BEEN USED IN THE t•� D SHALL BE RESPONSIBLE 'O THIS DESIGN WHICH (7 ,y ur XR. G SMALLW K LIRE DIN SPANS CONY EO PAN CALCULATIONS AS (tl�WO SNOTI E T DOES NOT �l Q PI rL•LFl EMN'T 3TION6 DUTERENT DN &* d R 2NEER 6'TEROR RLCEO r5 FOR USE IN ON MAXIM UM TESTED a g>0 PAD C 5 UNMOPED DR OMERLCSS E di LY WITH 3PEOFICATIONS UNINUM A-OCA770H, Z YI 6 RIAL 024'. (gad STRUCTURALQUALITY War NSA. A ALUMINUM ALLOY. SHOWN MAY NE 1NTLRC LD AS iSLD 9 MAY Be MOUNTED VERTICALLY OR TIED N6 IN SHALL BE EMBEDDED TO t4 Y. INSTALL ALL CONCRETE ANCHORS PER 1_ OOCUM UT 4OF (1) LABEL DRIOA PRODUCT APPROVAL NUMBER rL 20-32543 VISIT ECALC.IGTS1648 oil f°;AMR] F/R 9-i'DJ; R: C'_rL'.T •/-.2 4•fY.-.:a<a„ .Y,,<R....IRN1.w'q f� :Y6 v■r a LI FgfA1RRInNN.YLYJO. ReYglrl aleRarcn MINIMUM ALLOWABLE SPAN SCHEDULE i.A�,^"7tiilit�iE.JiF 1•F iE_iFliiliFll7E.iEii �s�©camitar�F�CAF:A""f . E�e�Fes' aA7 7 - .ii11.F`. fi.....©F3[.rii iA�EiF A7W"aESliGiE iEiE SiFaiF�FF)i[Ji _ t +'►T ^"1FfflaDESIffm.. 7FIliEIII FT`iFZiF7riE3©E3.Ci.... ==NNW=WAWA 7F120311 _Ui"T "g-iFiiEli F3 AZT,^'S�"'_7mFZ17E�E9t�[3E7CimC7E�E1i �� E3Ei E3F�iG1i f:.u7E2'>iE3E�E'7E3 E.ld A'NimDf66ip W bN5 U "N WWI:I g S w t E h _ 4 > C� 5 N O� 4 3 N 'I D 3. SPAN65r10WM refN ARE nwIMUM KLOWAeL SHAMS rARO err AIR mMwunoNa MGNRIMG ACCORT aRs AT TOP W 1X7R➢M. MILL L6M6111b IE56 TMN ngBe rgTLD HI TNL! NLSK AA[ IiDr AarPrAse. 1. ND SNOVA r1 FROM 1V,135 f5'XaUOMD W9¢,r PAP,B. LlrHmH t5 GRNrM TTtw TwT NDTlD n011 NsrECTlVE ve ilauNnw caPeuanaN ACWl. 3. Sloe OAMAMsT NOVOIn RM MLCUNS, RI NIRIND EP TILLN PRI YvrNrX M«noER OFAA.T L' L15FOWITE MLp011T WIN CONDITIONS, TITC4 LTLONMOMP 1004S.. FBI pETMLY DNS, MQOOIL eE 4 T ,M 0 4eu APNJE610 W azo. IwnN DR wnadrt mtDH InLrs/ AND P4aP PAIrKS, 6 60M wln, vANaL PASTlAeRS f 3T.9' DII1.25' O.G " PNG M MAr SPAN 16• WANG u5O1G ONE LIt OP TA ORIDNK TOP pI eDTTpI X4. Pd ` OPINING RBI IR7AI1 k' JSOq AMY MOUNnNG CONOlTPON SIIDNN M M56 ORIIY,INfS. 1 1 rI In Lwsr INST ADAIAM .AN6L PtL50 FRaM Im9Na\ � w W PMl1 L I R1'S.S.SIOWAU Car DR - - MRCRC4C19N6 !N]XN' naN)r DV, rg1E WI MI tam a WAAwIB) NTNGNUr ON I1011r FAQ /10PTIONAL INTERIOR FASTENING DETAIL x"-20R 1-MR041e:z.RR• STUDHu WATiHBILD - a, ��-�� ti WII1fiMir. l21' O.C. CDNN[C,5 eoTron MDUNr lXrNK10N 10.OMaNr r PIEVNI C F (CONN T N ( COl0 e gQ 6 )tYIE leg [weD. ,TY,ltASRegD W 20.31! SPACMUR 6 HOLUAY spa w vA 9e eneM"IwANCMa rAlDo rRAMING 5PRRUNG 1AIAI ♦ PAOI PANEL ADIA®1r TO nCilA IAH6L) OPTIONAL EGRESS PANEL DETAIL M INTERIOR FASTENING Nz.zw °.D94 GOOD, z.xsD � ,. ,/H Yu sluuR ""E 't 0.094" I I-W 2.2 k.I25' `r• o r0"T�'� N 'lOGA$ �L Z 8 ,Jf 12D" TYRTYP T�42. 1 17i ' .094' ri 1•J .062• � T°R.-2.00� lull,, -I°znio -I 2.a00•I- .12:°°°"1- nP. au; E=u1� CL dRJ-PAN DLOSURE ANOIE Z n> i - $..321• I I 1.180 •� H• 1ffADOi i3 U` y�pEp lN1641= r'u" 1EAOEx IO-�- C'l �--• 1.51i 1.560•M--IL.560'510 3�0♦1 RAX 3147A 5g• D.376"�0.313' 0.]17JN�$ C 0.36b' D655 D19 " °D4�i5, D.376' , j- DbSS 0.35a' 1.007��' I2.500'PANEL COVERAGE 7�1 0��.179py� y �ITI�[ OI 19d".^t 1�[ ' 0.25°' O RR TTT ` 34.675'PANEL LEN �qy, Ip LCe {D.c�S• 0.5 4i�„ DASD" ♦ f OQ 101 OAYVIE N ..� 1'{b r�D09°' U D_ ``RWr1•RrevF.n o .2u o.DBs• '0"..- Ro.13s .)os TYP. TYR Typ 0•�. 0.700' 0.957• T Y' TRY TR O "F RUB n •F' mom - IBM* N NW T • , L:�- t 1 � a YIL �Y "It"�:55' Q i.. .,... b LEG 4 �.� OIRCRfOri @ i f•. •rJ>'. s eL-+1 Fi-3.°00' D.S2S' �+ oe Revo sED A'F' AXOLE - TiRIX iEX7ENDE0T N 1A00' .;wx'r�c•U'-•Lc9rrATv. �I J.1.1 (}IN IH14 [n : OVERLAP D:;rov[ gig 4' MAX A [DRIBS Q09URE DETAIL L •25' MAX. 1Fp 1 0.1w. >:I�u,_•:mean ' �.25'MAX. 1A MAX. LS_t`"•'.I•YY :J. - e-"`Cv • W +,•��I.T:•. 4:rRF• M:: I T� 61rxY BUILD-OUT\�Fyy`.Y[/rmI�� %cturcr, -w'.:1-au: Nr rt1-, ro4M.n OLSTANCE YFut T"A1•-r.T:v rn�IF Mv.u_ D II IINI IgN11R 1Y IAA .: ,�.,. 1.0Doe Q ...- .�•.n .,sue• r•:: Ln:..+Y, u.Yu^. _z �: I+:, •a EMBED n a,' R'X;T[1 J=1 J1t. e3lP IIAJi Pf'S N.C'J. ,.A:_ .•,Y:.P Y �i• ' 1.000' ITS Ii. ; GEL CP 4.n a^.-' Des. ral.Ml ONERIAP : xu I w1a 3.62 MAX.•IJrM - A':i MN.Ygi: •`. . '1 n w1nIxR11 Na,xl t 111wINr nHAn ! zs•MAx. t.soo' H -.AW 1", +'V1AIrT9TY' N.T.B. MIN I4 IRA .9 _NIL a.XY1N R+L E 1.500" " i`,. s%• x_gJx rats st l7 it llB n•I:'A•� 11rIW. I MIN. I' • • uc xnv. p ' W: ,•14J4. gppr L^.•DO� -t i U :ti ao F,<TTfi'.'4hT yyFf u L^:•F A`YH35 V A ,: 4' SS Y.•h:iA. ,,^.t ..,.xT. X �rAMER BED D TRAP MOUM CWSURE OETAB n'rnrv..v ■ � H H?.e ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS; PANELFASTENERS • 12.5' O.C. 2.5" EDGE DISTANQ =1. •+ MAX DESIGN esCNOR fRLelNes ms 6PM UP TO 61-0' 1 SPAtl up TO Y-e SPAN UP TO 301-1o• COIN TYPE Cl cz C3 ct co"""" t1 a c1 u W NN TV" C2 cz cat u 1Ci1- ra0m 3/ 33 12 5' ]fits' 34]" A9 12.5' 16.0" 1 0.2" aB•' 12.5" I 6 0' 91' 6.1" OENAIT ULIRKOH 41 44 125' 16A' il.r' BO' 12.5' 16A' a2" S.S' 12.5" 16.0" i1S 16d. Mi.- 66' 325' 360' ELL' b.4' t35' l60' Bf' S4' 52 arwBi.► 125• 16.01, 9.2• 631 3 1S' 16. a B. L" 14• 12 !' 16.0" al' 5.4" 77 12.5" 16.a' 0.1' SA' 12.5" 16.0" 8.1" S.4" 12.5" 16.0' 91' SA" rrl-: rlMnln 3 / 4 3 12 S' 16.1rfaa' 16.0" 11.S" 36 0•, I6.0" 12.01 12 S• 16.0 13 4' 121: DCWAIT ULTRACON 41 'KYfJ+u k.:T.L. 3Z 12 5 1 tl' 16A" 13.9" 12 5' 1 1, 9. " 12 S• Sa a• 149• 32 5' ili a" 11.9" 9.3' 12 3 16 0` 11 9 32 12,5' 16 a' 13.8' j71-9"i.a 11. 125' 360' 11.9" 9.!" 125' 16D• 119' 95' T2 12.5' 16. 1.9" a l A 5 it S" 6 3 0 1 " l A 9.5" 12.5" 6. l.9' 1 0 1 9.5" p I 41 T VNXHI N 33 // ALLPOMfS 80uO SET 41 11.5' lea' faa' Sa.a' SZ. S" IQ a" 13.7•• 134" 127" 16. D" 31.0" 11.9" 12.5' 16.a' faa' 33.6" 12.!" 16.0" 12.6" SO.a" 12.5" 16.0" 12.5" 10,]" 12.5' Ifi.a• ME" 13.3" ILIA" 36.0" SLS" ME' 12.5" 16.D' 12.5" 10.6" 4a �G q. 32 12.5' 16.a' 1M" L 2.T 12.3" 16.0" 1L5" 10.6" 12.5' 16.0• 2.6' 1 1 0.6" 72 12.5' in 1ZS' 30.6' 12.5" I6.0' 12.5" IDA" 12.5• 160' 32.5" 10.6" 114", LY1N' rMnHi 33 11.5' 16.tl' M 11 16.a• 12.5" 16.0' "" 14 I•• 13.9• 18D' 16.0" !LC' IF Arl r4xHNA Y 41 4a]6.a' 12.5' 16.a' Saa' 14.0• 12.5' f6.0' 15.7" Ll, " 12.5' 16.0" Saa' 34. t" 2.3•' 16.0' 115" 11.2" 12.3" 16:0' 13.3' Jr 52 12.5' lea' I&0" 130" : 12.5" 16.0" 1 .5" 5 1i.3" 12.5" 16.0' 35:5" 72 13 5' 16,01, mr,11341 12.5" 6.0 15.5 t 12 5" 36.0 2 7.5" ®GE DISTANCE 311C • 1-11W OIOm 33 6.25" 10.7' rl t1N 11111 P.rtnN 41 6.2S. a2' 4B 6.25" 7.1• 32 azs• a5' 72 I/4••t•Sj4•IMNU 33 11.5' 36. 6.5' G] a15" Ii.]" a15 30.5' UFWNIIIIIMInx 41 12.7' 33.7" a25" 9.3" 6.23' 9.4" 4B 6.PS' 1i.7" a1S" 9.3" 615" 9.Y' Y FE 52 a2S' 10..' a 25 9.3" a25" 9.7' q'-�� 7Z 6. S' AT 5" a25' 9.7' 14•r I-l4•-11, 33 ! ! 12. S' 2 16:a' T.9' T.3° 1 A'" 1 .L" 5.2" 3 SO' all 15 D.4. " 4:9" t2 6 U ttW B$. TARC6N 41 12.5' 1' 0• SA" 6:2"10.a" 5 6' 6, 5 " 4.' 4.2 a a25" ,7' " 40" 10 4, 3 , $ N 12.5' 13.7' 3.1' 3.0' a23" ]0.]" 4. L' 4.0' 6.23' 10.7' 9.3" 4.D" 51 72 6.25' MIT' 4J- 46• 25" 30.7" 4.1' 4.0" 6,25' 10.7' 4.2" 4.0" a S' 10.7" 4.1' 4.0• 6,25" 10.7" 44" 4. '• CIS' 10.7• 4. 3'• 4.0" O I/A r t7N rNnVn 33 12.5' 116.q. 14.1•' 11.7' 12.5' faa' 9.7•• I.N" 12.5" wo. B7' T.D'• i ALL POINASOUO SET 41 12.5' lints• 11.r, 9.1, 12.5" 16.0" 7.B" 6.3'• 123" 1&0" 7.8' 6.3" 46 12.5' 16:01' 9.7' 7.e' ALL 16A'• 7.7- 6.2" 12.5" 16.0• 7,7' 6.2" ` 52 12.5' 16.0'• B.9' 7.2" 12.5" 16.a• 7.T' a2" 12.5' 16.0- 7.7- a2-- T2 31.5' 36.a' ].!' 6.3-Ill, 5" 16.0" T.7" 6.2" 12.3" Lfi.D• 7.7" 6.2•' Ll4' r L 111• FMAE0 13 12.5' Ma. a4' 5.9- Q25" 11.5. 4A" 4.1 ai ' 10.3• 40" 3.7" Arc 1 41 12.5' 13.6" f' 5.2' 4.8" 25' 6, 9.3' .1.;NN 3.3" 6.2.5' 9 2' 36' 1.3' 6.25' 11.5• 44• 41' a25" 92 3.5" 3.3" 6,2S' 9.Z' 3,5' 3.3" M 6.25" 10.6" 4.1• 31' 615" 92' 3.5" 3.3' a25• 92' 15. 1]" 52 72 6.25' 9.2• 13' 3.3' a25' 9.2" 9. 2•' 3.V 3.3" 2/4" EDGE DESTANCP -4 MAX NpLON NPIIN HIP ,O '-IY IN Itl W.- I ..N "I q I'll J,e COaY mL COa■ mE n a o a n cz c3 D4 COIN m! I Cl a0 u 3 [ AYCNee PN6fSYRL TYPE PLF u,•.r 1316FD 33 1 2 s• .a ao• ib 3 1 .n• 12.5' 16.0" l6.0" 7.5' 12.5' ]6.0" 16.0bJ " ' tx s 39 tl 1aD• Sir us` Leta' MIT. 1- 3 6 12.5, • 14 '• D' 16 0 0 6 Iu; nlziW u 48 lx.5- 16.a la ' 0 7,5" 1 .S 2 16 0. 14. 7 6.0" ]2.S' 18.0' 147" St 12 5' Sfi.a 160' a9' 12.5' 16 0" 11 7" 6.0' 12 5 Dts 16.• 14 7" fi iZ ILLS, 16.a 147- ED' 12S' 36C" L47" 60' 12S' 16.0. 14 T' 5.0" 111, 1 Lr 04pm 33 L2.5' 16.a 180' 10.1' 32.5' 16.0' it " 1 7.0' 12.5' 16.0' 108' 6,2' W000 SCREW 41 125' 6..' 1 a 141" 87" S2.S SbA' 9.7" 5.6' 12 S' 16.0' 9.7• 5.6" 48 12.5' 16 a' 1L0• 7 D" 12.5. 16. " 0 965.6' 12.5' Ib.O' 52 72 it S' 125' 16.0• 11 1' 16.1y' 9.6' a4' I1 S' 56' 124' MC" 6.0' SA" S 6• 9.6• 5.6• 12 S' 124• 16.0' 9.e' SA" 16.0. 9.6- 5.6' V4 ,1-1/4'mOCD 33 12.5' 16.0' la0' 12,5' 16.0' 12.5' 12.5• 16.0 10.2' TAPCRIP 'CFAs• 41 LI S, 36.01' 3.3" .S' 12 16.0" 9:T" 32.5' 16A' 9.21 I2.S' L2.5' 1b:a' 11.4• 16.0" 10, 12.5' 12.5. 16.0" 16.4' 9.1" ILL" 32.5' 12.5' 16.0' R1' 16.0' 9.1• �y 4B T 52 T2 11 S' 16.a' 9.1" 12.5 160' R.1" I . 2 S' 16.0• 9.1" 7 SG r EX6� 12. 16.a' 7.3 12.4 SS. " 6.0'• .1 1 . 13 :B" 3' 4 12.5' M.a' 7.0" 3.8` 12.S• 12.5" 4.8" 4.1' 0.23' 12.4' 4.N" 4.1' RII PUINIH n1AY.Y 41 WOOD CUSNBIC 48 I2.1' ]5.4" 5.9" A' S' 5 CI 1 ,7 4 T' 4.a 6.25• 12.3' 4T' 4.0^ {VIM#. 52 L2.5' 4. " 5.5' 1 2 47° 25' 11 1 - .0" 4.7" 4 a 25' 2:3• 4,7 9 0' 6.25' 32.3" 4.7" 4.0' 6.25' 12.3" {.7" 4.a a25" 12.3' 4.7" 4.0" �ON� 72 ANCHOR NOTES: L. ANCHOR SCHEDULE APPLIES TOALL PRODUCTS CERTIFED HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANQICR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURE51NDICA7ED IN SPAN SQIEDULE SHALL APPLT. 2. ENTER ANCHOR SCiEOU PA L LE BASED O4 NE FASTENED SPACING, THE EXISTING STRUCTRE MATERAL, a ANCHOR TYPE. SE' CT D®Gal LOAD GRFA7ER THAN OR EQIIAITO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPARSELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEET 2 FOR IDENTIFICATION OF CONNECTION TYPE). 3. "PANEL FASTENERS" ARE STUDS USED IN COW UNCTION WITH All NO EkMUSIOM ('F`-TRAC K, STUDDED ANGLE, ETC.). USE 6.25' O.C. PANEL PASTE HER SPACING TABLE VALUES FOR ALL -H`- AND'U'-HEADERS (INCLUDING SUILDOUT CONDITIONS). 4. ANCHORS SHALL BE aSTALUBD IN AOCORDANCE WrTH MANUFACTURERS' RECOMMENDATIONS+ S. HOLLOW BLOCK HOST STRUCTURE SMALL CONFORM TO ASTM C90 ROM 6. MIOMUM EMB:DMMT SHALL Be AS NOTED IN ANCHOR SCHEDULE. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL IRE NISHES, WALL POLISHES SHALL BE LIMITED TO 1/4• MAX OR SHALL BE VERIFIED BY OTHERS TO ADEQIl.4T ( TRANSFER LOADS TO HOST STRUCTURE. B. CONCRETE ANCHDILS NOTED HEREIN SHALL BE EMBEDDED TO UN-CRAC*D CONCRETE ONLY. 9. WHERE EXISTING STRICTURE IS WOOD FRAMING EXISTING CONDITIONS NOT MAY VARY, FIELD VERIFY THAT FASTENERS PJtt:IMOA ATE WOOD FTUNWNG MEMBERS PLYWOOD. TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. ' N� PL COD FASTENING ID, WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2' X 4' (MIN.) WOOD STUD (Fit• EDGE DISTANCE IS ACCEPTABLE f120. WOOD FRAMING). WOOD 57UD SHALL BE'SOUTHERN PINE' G-0.55 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHO U IPS PAN HEAD OR HEX HEAD. ll. REMOVABLE ANCHORS ARE: 17EY7ALT PANEIFNTE, ALL -POINTS SOLID -SET S. BRASS BUSHING. l2. NUIOHINE SCREWS SHALL HAVE 1/2' MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U.N.O. 13. MrNIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO 00. OTHER WALL FIN15HE5, 14. M DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. IS' * DIRER MOUNTING CONDITIONS. 16. LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET. PON U Cn O� U N O O C CU .� U -0 a) U C: ('Q CU Cn O 0 0 CU O LL CU cn CL L CU''�^^ .� VJ Q L11 4 Z Z W J N N O N 1 N01 r� Q = A I- • L- .0 i t✓. • Lj 2 L J -�L.;-•r,W r� i Cn CU O U C O fff_ Y / CU CW G Q Z Z Q J SHEET N0. SH 1.5�