Loading...
HomeMy WebLinkAbout6338 Back Forty Loop2 Q V V a E C 1) 7 E INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS - FRONT & LEFT 2.2 EXTERIOR ELEVATIONS - REAR & RIGHT 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6.1 FLOOR FRAMING PLAN _ 6.2 7 ROOF FRAMING PLAN LINTEL PLAN & DETAILS ABBREVIATIONS -�` ``- _ _ _-� ,_ _- _ . SN SN1 STRUCTURAL NOTES DETAILS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air ABV or Abv. Above FLR or Fir. Floor RAD or Rad. Radius AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAG or Rag. Return Air Grill S3 DETAILS ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed- ,. S4 DETAILS AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle. AHU or A.H.U. Air Handler Unit FR OR French Door REF or Ref. Refrigerator ���'`�` f \` - ---�- S5 DETAILS ALTorALT. Alternate FRT Front REINF Reinforcing ---- — i �_ S6M DETAILS BC Base Cabinet FT or Ft. FooU Feet REQD or Req'd. Required ! BF B•dold Door FTG or Ftg. Footing RM or Rm. Room ST STAIR DETAILS BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or Rnd. Round BLK or BLK. Block GALV or Galy. Galvanized RO or R.O. Rough Opening SS RETROFIT DETAILS BLW or BLW. Below GC or G.C. General Contractor RS, R/S, R/SH or R&S Rod and Shelf D1 SECTIONS & DETAILS BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter SC Solid Core BOT or Bot. Bottom GT or G.T. Girder Truss SO or SO. Smoke Detector D2 SECTIONS & DETAILS BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door = WP WATERPROOFING DETAILS BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HC Hollow Core SHT Sheet — ' PA1.0 PRODUCT APPROVAL NUMBERS CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower ' = PA1.1 PRODUCT APPROVAL NUMBERS CIR or Cir. Circle HGT or Hgt. Height SL or S.L. Side Lights - ® CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications i- O ® �..`` _ PA1.2 PRODUCT APPROVAL NUMBERS CLG or Clg. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir —y — PA1.3 PRODUCT APPROVAL NUMBERS CMU Concrete Masonry Unit HS Hard Surface (flooring) SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SO or Sq. Square SH 1.0 HURRICANE SHUTTER PRODUCT APPROVAL COL or Col. Column INSUL or Insul. Insulation STO Storage g - �---- SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL COMM or Comm. COMP or Comp. Community Compressor INT or Int. Interior KIWALL or K/Wall Kneewall SW or S.W. SYP or S.Y.P. Shear Wall Southern Yellow Pine n _.__ 51 0 El aM El [F-71 F7 0 i1 SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL CONN or CONN. CONTorCont. Connection Continuous KS or K.S. Knee Space LAUNorLaun. Laundry TB TEMP or Temp. Towel Bar Tempered / v --- - - -- SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL CSMT Casement LAVorLay. Lavatory THIKN or Thik'n. Thicken SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.O.B. Top of Block D or D. DB Dryer Door Bell LL Lintel Length LT Laundry Tub TOM or T.O.M. TOP or T.O.P. Top of Masonry Top of Plate --. 11 El El L l ( a SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL - DBL or Dbl. DCF Double Decorative Cementitious Finish MAS or Mas. Masonry MAX or Max Maximum TP TR Toilet Paper Holder Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WDW or Trans. Transom Window u �f DIED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical DIA or Dia. Diameter MGT Management (room) UC or u.c. Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir. Mirror UNO or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish ML or M.L. Microlam V or v. Valve (shower or tub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MW or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V. L. Versalam OVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof / Exterior MEAN ROOF 15 FT. HIGH TYPICAL DWorD.W. Dishwasher OPNGorOpn'g. Opening Worw Washer EA or Ea. Each OPT or Opt. Optional W/ or w/ With FOR SINGLE STORY HOMES ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation PED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood MEAN ROOF 30 FT. HIGH TYPICAL EW or E.W. Each Way PKT or Pkt. Pocket (Door) WOW HDR or WOW. HDR. Window Header FOR 2 STORY HOMES EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXTorExt. Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet THIS DRAWING AND DESIGN IS VALID FBC Florida Building Code PLNT SHLF or Ph. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FOR 12 MONTHS AFTER THE DATE IT FDN orFdn. Foundation PLTHTorPlt. Ht. Plate Height WP WaterProof(ing) IS SIGNED AND SEALED OR WHILE FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener CURRENT CODE IS VALID FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded wire Fabric (Mesh) CODE REFERENCES ARE SUMMARIES FIN Finished PW or P.W. Pra-wire FIN FLR or FF or Fin. Flr. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. PLAN REVISIONS DATE VERSION DESCRIPTION Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these 08/23/ 12 1.00 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 07/30/ 15 1.1 2015 NEW CODE UPDATE review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer/ Engineer prior to 05/09/18 2.0 FBC 2017 CODE UPDATES construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our 12/19/20 3.0 FBC 2020 CODE UPDATES Office at will be immediately. Nogner/E dforreimburs407) gine h considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and 2074 debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. M N 0 N - C" -: 0 N u oc O CCX • L_ L1 G� C7 C tC L.1 N cc 7n eC N air ��Ja 3 to y w a = E W O a v U cli AJ �T CD J Y M oN M pNp C ` ^< fJa F F " lBl.r>� i't' i • STATE OF •') ,1 ` «�!!lf11111116�,, 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 - Residentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. s� W H S 8 t� cm (� fn N n0 li d W W a y co et w -J a U ci lu -J Z o� _oao Lu ad W A�� z 0 Lu Z N Cl)Z U x IL do O0U Z CD � z � o z W z GX OLL, V1 c N W flimi M M LA- 0 T w0 Y 9 E o E ® Q cis E n7 i fS U Z ado wi m0 co@ Za5 J `rim ¢w �Z g ° o W a. 3 LL� m w N& M3 I5 J cl' v w zlc M x 0 In > CM J O o, B c� L O LO LO a' m o4-J 4-+ u7 ILL O Y U c) ca O 0 ^ y C N Q M N LO N M pp L rp cj O T o Z Z E M r- m a E m 'D U � Q p c JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. (103 S Am KITCHEN W-W-1 0. BATH b -, -1 50 04 DW KITCHEN 9 9 INTERIOR DETAILS SCALE: 1/4" = V-0" BATHROOM 2 04 to NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2" LESS THAN CABINETS BELOW I I MIRROR SHWR. SHWR. DOUBLE VARIES CURTAIN HEAD RODS I ROD 0 0) 1 24" TOWEL BAR TOWEL BAR IN ul ON WALL ABOVE TUB OR SHWR. LU TOILET TOWEL BAR ­10000*300-11 E ON BATHROOM WALL MEDICINE SHWR. CABINET ao VALVES W TOILET SOAP F, PAPER -DISH HOLDER cr a: 9 0 LL UL 0 T TOU7. BATHROOMS, SHOWERS AND TUBS SINGLE ROD OP CC) 42" H UPPER CABINETS 36" H UPPER CABINETS ----- 30" H UPPER 16" FOR LINEN CABINETS 2" FOR PANTRY OVERHANGS THAT EXCEED12"MAY REQUIREASUPPORT BRACKET 36"H BASE 8 FINISHED CABINETS - a COUNTER TOP 3Y'H BASE 9 CABINETS - 00 LL V-2- Lo &P FRAMING - to 1/2" G C14 BOAR b 7 N .1 60 OD CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/4" = V-0" WIRE SHELF @ +54" A. F.F. PLUMBING LINE TO SECOND FLOOR DRYER VTE HANSON BOX 36" A. F.F. EXTERIOR WALL__",� J W/ 2x4 WALL z UJ z PAD OUT < 0 0 50 1: W _J > uJ A ;0 4 90 60 = 4- HB 9q.-no 12'-0" 13'-0" 8'-3" T-9" 11--8" AC PAD HB 35-SH - - - - - - - - - - - - - - - - - - - -- - - - NOOK LANAI 8'-8" FLAT CLG. 8'-0" FLAT CLG. AFF TILE 8" 12-4- 6068 SGD A CIL 0 0 10 El t z 05 FAMILY 8'-8" FLAT CLG. CARPET 7-111" 2'-2- T-7t' ITCHE 7 24 8'-8" FLAT CLG. C'3 TILE FLOOR G.T. 1W REF. - - - - - - 15 14 5-414" 13 (3) 2X4 #2 SPF 12 DINING STUDS W/ (3) 16d GG NAILS @ BASE 8'-8" FLAT CLG. S3 go CARPET 0 TY F 17 4'-2'4" T-T' -42" H 1/2 WALL OR RAILING PER SPECS FLOOR G.T. F7 U� 0 (3) 2x4 #2 SPF )110 STUDS W/ (3) 16d 0 J u_ NAILS @ BASE 4068 ARCH PWDR 8'-8" FLAT CLG. -(3) 2x4 #2 SPF TIL E STUDS W/ HTT1 6 00 b�ATBASE .1 LAUN PEU-&NK '0 FOYER 8'-8" FLAT CLG. 8'-8" FLAT CLG. TILE TILE H 1 2j- 4'-0" 6-74"' 64" 17-10" BUILDER TO EDGE OF SLAB 2"-J C14 PROVIDE APPLIANCE @ BEYOND WALL PROTECTION WHEN REQUIRED PER FBC NOTE: FINISHED WALLS 00 8 TO BE FLUSH. FIELD CV) 8'-8"-CLG. A.F.F- G.T. VERIFY. V- - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - 8'-0" CLG. A.F.F. r - - - - LU UJ P cL---,ATTic LUZ JENTRY I '-0" =21 0 :DL n L_S4 FLAT CLG AFF - - - - GARAGE id () Lu 0 > z 8'-0" CLG. A.F.F. o? TYP. @ SINGLE b STORY 04 K A (SEE AA/S3 FOR STEM OPT.) P V-4"I r---------------------------------- I K S4 TYP. @ GARAGE - - - - - - - - - - - - - - - - --- - - - % CD - - - - - - - - - - - - - - - - - - - - - - - 16070 OVERH6AD DOOR 16-0" V-8" 5'-8" 19,41, 25'-0" W1 V-4"XV-4" "L" SHAPE CMU COLUMN U) 10M 60 M M-M TYP. @ 2 3TORY. SEE JJ/S6 @ STEMWALL U) Ce) Q 1'-4"X1'-4" "L" SHAPE CMU COLUMN HEADER SCHEDULE MARK HEADER SIZE REMARKS (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE - 2X8 #2 SYP W/ 1/2" <e>(2) FLITCH PLATE (2) - 2X1 0 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X1 2 #2 SYP W/ 1/2" FLITCH PLATE (2) - 13/4" X 11 1/4 LVL 2.OE Fb=2950 (2) - 13/4' X 9 1/4" LVL 2.OE Fb=2950 <e>(2) - 13/4" X 16" LVL 2.OE Fb=2950 (2) - 1 3/4" X 7 1/4" LVL 2.OE Fb=2950 (2) - 2X4 #2 SYIP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When I , Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 -32.2 +29.7 / -39.7 +28.3 -30.8 +28.3 / -37.0 +26.6 -29.1 +26.6 / -33.5 or-r- 5 PH 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 18 X 25 S.H. 13 20 X 38 J 18 X 37 S.H. 14 20 X 501 1812 X 50 S.H. 15 20 X 63 18 X 6212 S.H. 16 20 X 72 18 X 712' S.H. 11-12 27 1/4 X 26 26X254 S.H. 11-13 27 1/4 X 38 3 26 x 37 S.H. 1H4 27 1 X 501 26 x 50 S.H. IH5 27JX63 26 X 62 1/2 S.H. 11-16 27 4' X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 3 8 36 'X 37 3/4 2 S.H. 24 37 J X 501 36 4 X 50 S.H. 25 37 J X 63 36JX62 1/2 S.H. 26 37 J X 72 36 � X 71 1/2 S.H. DOUBLE 2 WIDE 75"TALL 73 J WIDE S.H. 32 54 X 26 52JX25i S.H. 33 54 X 38 3 8 52 J X 37 J S.H. 34 54 X 501 521 X 50 S.H. 35 54 X 63 52JX62' S.H. 36 54 X 72 52�X71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FIRST FLOOR PLAN - ELEV-13 SCALE: X"=V-0" General Notes R302.5 Dwelling/Garage Open I ng/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.1 1, 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 n 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 barder complying with R4501.17. 1.1 through R4501.17.1.14. M 1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALLLEGEND ONMENEEK MASONRY HGT. @ 8'-8" A.F.F. 5' 0&0 NO V500.0007 M A S 0 N R Y H G T. @ 8'- 0 " 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 FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S. F. LANAI 104 S.F. ENTRY 32 S.F * I TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R- 11 /R-1 3 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) jR-11/R-13 KRAFTFACED I Cn CNJ C" ce- L; cm"!z cu '.., C', _1= cm CN >< = L.A.. CA- cc cm C'J M_ Cu E = r;- CD CS :S CJ cu i� -T E C131 CN V To the best of the Engineers knowledge, Infonnation and belierf, the structural plans and specifications contained within these drawings omply 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 E 8 5? N Cb toCM Lt 0 �-o u. LU N 0 u_ g CQ U_ CIL - z 0. z M C .12 4 0 'x 9 0 Co C, W r__ r z W z Z� 0 C0 z 0 LU U b z co z < L11 43 Q) o 4-1 LLJ U 0 LAJ A C) U=J U C2:: C., __J U_ E Z. �n 0 L? S F_ ro '�L 8 E 20 U0 D 8 0 6� < z W t 0 z z ;= = ru 0 'z z zw 8 ZZ 0 W 0 C`� C:) 3: > CV) 0 0 0 M L0 CY) :3 N 0. LO 00--% < Cr U) M 0 V) LL 0 r-, _Ie Q c) C:) CU 00 C,4 ce) 00 ce) E co ce) C) 0 z (a z E 0. E 0 '6 0 _J < JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 42"KNEEWALLWITH 1x8 CAP & CASING OR L/ //-36"RAILING !7 _7ft CONT, HANDRAIL 36" H. CONT. 3/4"PLYWOOD GRASPABLE RETURN TO DECKING RAILING 16 "X 15 (DBWyvALL DETAIL. sc -14, ALE: NTS 13 12 PRE-ENG FLOOR TRUSS- 10� 1x TREAD (TYP.) 25-0" 3/4"PLYWOOD 9 DECKING 8 6'-7' 7-4 N /-2x4 THRUST 2x6 LANDIN 7 1x RISERS (TYP.) 00 BLOCK -1 2x4 FRAMING 6 F- 00 42" KNEE WALL WITH (3) 2x12 .... ... 5 STRINGERS 4 1x8 CAP & CASING OR 3/4"PLYWOOD . .... . D2 3 36"RAILING DECKING H1 B TYP. @ 2 2x4 THRUST Cn 2x6 LANDING Cl) CORNERS (2) 25-SH 1/2 33 SH BLOCK 2x4 FRAMING EGRESS %) TEMP 74-SH 1668': 0 C. B P L B.F. nSPECS. TYP. STAIR SECTION L, 2, 4"; 1 1 6-15" 1 zo n4,4, 9 SCALE: 1/4" V-0" 3 2468 STAIR CALCULATIONS: D2 0. BA H el TOTAL RISE = 10*-0 3/4" 8'-0'! FLAT IG I�k J0 (16) RISERS AT 7 -9/16" Sim. w/ (1) G.T. b R/SH TILE 10" TREADS w/ 3/4" NOSING MSTAM36 C14 48x42 @ BASE 'T RECESS T8 Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. 17-10" rT-2" 717)" qHOWEI Riser height: F- TILE TO The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the TA.F.F. adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. 36"x 22".. �Z: -Z! -J .21 k- OWNER'S ATTI Tread depth: C ACC 8'-0" Flb�T CLG The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of SUITE CAR7T (0 -0" FLAT CLG the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any 8' 2468 TIP flight of stairs shall not exceed the smallest by more than 3/8 inch. L9 CARPET 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 z inches at any point within the clear width of the stair. 4068 F B.F. L_ LO Nosings: 00 " co CD 9 ;-- 0 The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not ------------ ar-M more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the R/SH BEDROOM 2 smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. 8'-0" FLAT CLG Beveling of nosings shall not exceed 1/2 inch. CARPET T-13" 14" 4'-8" 41 12'-2" Handralls: 4,1 Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail co height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less to 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 42" H 1/2 WALL L2668 5068 returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 16 OR RAILING PER nj B.F. 11/2 inches between the wall and the handrails. 15 SPECS LM 14 Grip -size: . . . . . . . . . . . . . . . 13, CN Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches LO NA R/SH or provide equivalent grasp -ability in compliance with Section R311.7.8.3. 12 11 TECH 60 0 Guards: 10 CENTER L(ol n Guards shall be located along 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. T-1 1 9 T-3" 6-8" 1 L 6 5'-7" T-r 8 TH ILE To Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 ;0 \141P � 0 L 3-4' 6 6-7 1 nT. T A.F.F. inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the 7 Cn 8� 0" FLAT CLI TIL treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a 2868 TB_T sphere 4 inches in diameter. 6 3 Under -stair protection: 19 D2 :;t 00 Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side Sim. w/ (1) 4 with 1/2-inch gypsum board. MSTAM36 @ BASE r ok SEE PLAN FOR LANDING DEPTH 01 MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1 STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM 0 LANDING FRAMINC (2) 2x HDR. REQ'D @ ENI LANDING FOF STRINGERS - CONNECTTC 00 4-SH 4-' 'fIH '\/ BEDROOM 3 8'-0" FLAT CLG G.T. - - - - - - - - - - CARPET - - - - 1 V-2" TT__ 2'-4" 2 4 1 V-6" G.T. PLY SHEATHING OVER LANDING ATTACHED PER GENERALFLOOR 3 BEDROOM 4 CONSTRUCTION NOTES D2 8'-0" FLAT CLG CARPET 2x8 #2 SYP JOISTS @ LANDING Sim. w/ (1) @ 16"O.C. w/ SIMPSON A35/USP MSTAM36 @ BASE 7: 1 U) I 00 to MP34 OR LUS26 HANGER ON C) LL: "tr Cd 1/2 33 SH EA. SIDE MASONRY OR WOOD WALL, 41 25-SH 25-SH SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER RESS EGRESS 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 1. L 2-10" L Z-10" no L-------------------------------------- 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR EXTERIOR WALLS TEMP. GL. ENCL. ON 42" HIGH KNWL. Sim. w/ (1) MSTAM36 @ BASE Cn W U.1 IX 60 C'J III (k 11111�1 k%_ 7_8 TYP. @ 2 STORY. SEE JJ/S6 FOR STEMWALL OPT. ( 3 � Sim. w/ (1) MSTAM36 @BASE Sim. w/ (1) MSTAM36 @ BASE r3 "' \ a REVISION NOTES 12/17/2009: 1 . ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE-FAB. BASE. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. 6, ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL 50'PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40'PRODUCT LINE - MIN. 48" x 64" 50'PRODUCT LINE - MIN. 48" x 76" HEADER SCHEDULE MARK HEADER SIZE REMARKS (2) - 2X6 #2 SYP W/ 1/2" FILITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X1 0 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X1 2 #2 SYP W/ 1/2" FLITCH PLATE (2) - 1 3/4" X 11 1/4 LVL 2.OE Fb=2950 (2) - 1 3/4" X 9 1/4" LVL 2.OE Fb=2950 <e>(2) - 13/4" X 16" LVL 2.OE Fb=2950 (2) - 13/4" X 7 1/4" LVL 2.OE 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 I OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 -32.2 +29.7 / -39.7 +28.3 -30.8 (D) +28.3 / -37.0 +26.6 -29.1 +26.6 / -33.5 SEE SN SHEET SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 � X 25 S.H. 13 20 X 38 J 181 X 37 J S.H. 14 20X501 18 1 X 50 S.H. 15 20 X 63 18 J X 621 S.H. 16 20 X 72 18 � X 71 S.H. 11-12 27 1/4 X 26 26 X 25 S.H. 11-13 27 1/4 X 38 26 x 37 S.H. 11-14 27 14 X 50 5 26 x 50 S.H. 11-15 27 1 X 63 26 X 62 1/2 S.H. 1H6 27 14 X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 X 25 1/2 S.H. 23 37 J X 38 36 X 37 3/4 S.H. 24 37 J X 50 364X50 S.H. 25 37 X 63 36 X 62 1/2 S.H. 26 37 X 72 36 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54 X 26 52 X 25 S.H. 33 54 X 38 3 52 X 37 S.H. 34 54 X 501 52�X50 S.H. 35 54 X 63 52 J X 621 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. SECOND FLOOR PLAN - ELEV-B SCALE: X"=V-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.1 1, 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 R 0 .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 Trim) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2, Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17. 1.1 through R4501.17.1.14. M 1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALLLEGEND I I MASONRY HGT. @ 8'-0" 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 FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-1 1/R-1 3 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLUVVN-IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFTFACED (GARAGE / LIVING) C= C_J C" co C4 M W CD IFE CD W C=) C%J ce'l L E 1%%K� o, No 8715,0 x Z _50 STA-i E OF 0 0 r, "'41e 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. E 8 cg 8 q, 8 C'4 Cb 6 -coo U1 I _J r., 04 M W r -, 7 1 a- LL Z LL 0 Co 04 Co T Z ILVJ GO Z� 0 Lu L0 Z U VJ C4 (1) < C-4 Q) 0 C" L.0 U 0 UJ v) V) Rig E U Of 41 .4 igQ0 cl� __J U_ E 0 E 'T 2 8 E t 0 Z �z iii ix Cn C M0 6 Z, Z C13 W Z 8 3: 0 03 0 0 WC13 �i S2 C`� ca C:) co LO co =3 C\1 0. 8 LO Cr C%4 Q U) .2 M _J F- 0 LO 0 LL r*-- ,lit _)d U C) ca C:) C'4 CN < 00 C� LO E 0 ce) 00 Cl) 0 Z M Z E M E 0 0 C JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 1.2 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS SCORED 12 STUCCO 5 BANDS —TS?•P_ - -, --- - - _ HDR._ EXTERIOR PLASTER ON FRAME 00 SCORED STUCCO , BANDS 25 SH ' 2nd FIN. FLR--- -- -- =- -�= o -- i r T.O.M. SCORED STUCCO BANDS ------ —-7------------ —--------- -� T.O.M. GAR._ _ �_____________ —------- ----- " -- — -- — -- ---- �A-- / ENTRY - -- _ ._ _. CJ / WEEP HDR. HGT. TEXTURED -0 Ind ooaaa��a 11� CEMENTITIOUS u LJ El FINISH ON CMU ElJ L_ l . -717 71 I" SCORED L E-1 to STUCCO-_J L�J BANDS 1-1 N FIN_FLR.- -- 1 12 �5 FLASHING 12 FRONT ELEVATION - B SCALE: 1 /4" = V-0" FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS SCORED STUCCO BANDS v (V 12 .. + - T.Q-P------------------------- ---- HDR. CJ CJ EXTERIOR PLASTER ON FRAME 1- L __ ..T_ - 25 SH SCORED STUCCO BANDS SILL DETAIL SCALE: 3/4" = 1'-0" SCORED STUCCO BANDS HEAD DETAIL SCALE: 3/4" = 1'-0" I. FLR.1= TT T.O.M. _,_. . _ ..._ • _� _�_ T.O.M. GAR. -` - ENTRY :" i0 HDR. HGT. SCORED STUCCO BANDS -------------------------------------------------r------------------------------ ------ r-FLASHING 35 SH CJ / WEEP FIN.FLR. I----------------------LA--------I------------------------------------------------ -------------------------------- TEXTURED CEMENTITIOUS FINISH ON CMU --I ------ RIGHT ELEVATION - B. SCALE: 1/4" = V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Coverina 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"A" 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 c� o Q1 > W N � a c.i a c� C f0 G? N N�u.a. �o N O fa Q N Y � d CD —E �_Q 3 M �•,w ) o max•-.�, Ec N N 00 0 0 ��� ., G y`. C. • :: `1 .d� a •����,�.,0R1°�. 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. a $ COE (0 N 61.1 G 0) � J �M0V LL M a a a @LLB a C- 0 Z 0IML z crn o � it p oft] �2���p5 O -5 N � - to J Co 0N MZ y Y OU ❑❑❑ W Z N M z � z o U) N to QJ � +-, � Cn " w g .0 o 0 LL, 8 �N N w 8 a spa o JZ Z M Z E �° ZW Q 0 f - � 4 U U O U E O 4 Z�Eo0Z � r az W U z Z 7' v @ ¢o mZ� 8 g WT3 LL �W J z5 a� 1� J rn E r, L O co N CIO � a LO S m o N I— 4- LO �..i 4-0 0 11 .�[ m CD CD oo �, LO N Q M 00 E Z, � CD M Z co M � £ M E v JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 2.1 c c FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 5 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS -IGT_---� -- FLR_---I-_ 12 5 25 SH 25 SH CJ / WEEP 35 SH 6068 SGD REAR ELEVATION — B SCALE: 1/4" = V-0" 12 Q 5 EXTERIOR PLASTER ON FRAME TEXTURED CEMENTITIOUS FINISH ON CMU CJ CJ EXTERIOR PLASTER ON FRAME 25 SH 4' OFFRIDGE VENT'- T - , - — — — — — — -------------------------------------------------------------------------------------FLASHING - _4---_ -_ -- --- — -- .------- CJ/WEEP--------------.-- ._ _—_---_—=-___------- T.O.M. a GAR./ ------1----------------------------------------------------_-- I_ HDR. HGT. TEXTURED — CEMENTITIOUS FINISH ON CMU ------1--------------------------------------------------------------------------------------------------------------------- I-- FIN. FLR. LEFT ELEVATION — B SCALE: 1/4" = V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 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 cn N N o C" N o LA' a oG r c `° co to 10 0 O �O 4 =N �G N � 3 3 cc Cc d d fo >` io 0 O- U 0 M N O N f ' S'T n,i'E CF • 4U: °OR1�',�C����. u „ • .... ri yarail�� 1r� To the best of theEngineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Q 'o V C N O c: Y7 qh OO LL LL �xx a rNi v S W 4 a C7 � u_- 52 Z L m 00 O W CZt Co W g ". � Z IL IL Z X M Z N H i 04 (5U ❑❑❑ W V M Z � � � aC tN o IL �� N IL LU m O w 8 uU, L 8 s i� N -o s� a n L.L.. E z L] 31. r 2 p xU 40 QE ��oa Z m� :c t 8 cn c a� Q ms o Z cc J yo <w A az W 3 J can 0$ ar 24 U� L� co J O c`o m L O co LO M =) N a LO <( Cr g N U o m N ~ O Lin O U_ 00 04 0) N N LO Q M M 00 T E E O co M 0 Z E co v; cc C E < C Il U J O —� JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 2.2 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150AI200A INDOOR PANEL CENTER 10 #14 to lights 8 outlets NEMA 1 #12 to appliances and GFI 150 AMPI 200 AMP 10 #10 to WH 00 #8 to Range 11111 #6 to HVAC 150=2/0 200=410 in 2" Conduit 200 amp 150 amp UNDERGROUND Disconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING 04 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17. 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. ElectrlcaI outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance With R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying With R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed Within 6' of the outside edge of a sink. This would include the receptacle Installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FEF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I_Q SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH j4 FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX 0 a2 n_ WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CHIMES (OPTIONAL) PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SMOKE DETECTOR SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 1.5" VTR III 3" VTR I� ICI I I� I I I I ^ I dl3" VTR 10 PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER SWITCH FOR DISPOSAL DEDICATED ' RECEPTACLE FOR MICROWAVE RANG HOOD PER SPECS SPEC 3 & 4 KITCHEN SCALE: %4'"=1'-0" A/C PAD DISC. WP GFI DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS FI 4—DB & GFI TO ------- BE ALIGNED VERTICALLY I I r] COACH LIGHTS ACOACH LIGHTS OR PREWIRE AS OR PREWIRE AS PER SPECS / PER SPECS W'lYliluultllrlLJ .W t ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. I I I I I I I I I I I I I I I I----------_j I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J SECOND FLOOR ELECTRICAL PLAN FIRST FLOOR ELECTRICAL PLAN - ELEV-B ELEV-B C" O o N '— C" w O N 1z p u N Fa Q - o M >< y w o to Q N Y 3 w s 3 m ea ty w � %. c t� a}i y 1r • <o }. C M EO d. U n N 0 ,11t9iti89lL c•� ��GO C.G,Pd �•�,. U�.` lid i `,' NO Pf- STA -E filifill'01" To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W /W v �p1-4 O N = ^ r VO4 6� �M0� LL M a a Q ��� a 4 Zc� zoo 13 $ o �a� 0 i' •f0 N 00 J rR�F� ¢ K z w Z 1.0 Cl)Z N H ILW N U Z O U ❑❑❑ Z W 7 N M z � 7 a 054 N z �4-J_ U 0 w s CIAN^I Ly I v ' -91 � N � C) 0 C' 44 w M M ¢ Zx E oa� aE p Y ?® oa ~ ro O U U 7 U �- cc'o F a= g Z ro w C"czro Ca C a �¢ Z Z } m J y U a� F <w � �¢ 2Z U �L W r$ T a� N� p wa �6 A � C) J 1 > co;i m c� o c0 N co o Cr 0 N m o N ~ L0 _ O LL Y m 0 N o0 00 L0 Q CV)p`p T ai w CD CV) � o z E (� yZ`o E • • o :� c c a U _j Q p _° JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 3 W ">,uI w n. O J N N T in 4'-0" ROOF VENT 5:1� 2 SLOPE 5:12 SLOPE ZONE-2 ATTIC SPACE 1170 SQ. FT. Lu CL U.1 0 0 N O cV Lb 010, 4? xz w 0- 0 07 N i I S5 SL 5:12 SLOPE a O I o) 04 5:1� 2 SLOPE 5:12 SLOPE' I I ZONE-1 w ATTIC S PAC 4 316 SQ. FT. ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule Ridge 1/300 Rule (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Off -Ridge 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 SQINof Ventilators ventilation soffit ventilation vented be provided . Ventilation . . Ventilation See Elev) required needed required soffit by upper needed ventilators Main 0.0 1.0 Floor 316 303 43 152 11 76 138.0 0.0 138.0 (Zone 1) 160 Upper Floor 1170 1123 562 40 281 10.0 1.0 288.0 (Zone 2) 1 1 1 1 1 150.0 138.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN -ELEV - B SCALE: %4'=1'-0" N O N � c N o> v © W C lV a m r C W Q O y "C7 N S N df C4 Jp Q � 3 W y E t c N V w Q yw n c cm a CC sn a .ri c E � o 4 � G CM N C14 CV tt>tttssr•e,e 0 ST `: Fj �rry10423110°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 Engineers signature and seal. a $ 8�' 0�� J �►" 0) W Q yM"t w s ` LL o z 13u, � z as Y r°9�0 fx t rC N m J d W 24mw t0 T. LLW — . qi w_ LO N Z ¢ UU 2 M N U (n F a oaa Z co V O � O 4 N M N Z W o fy 0 LL W C� U O „r s IN �V1 c N ZS ® w J 0 lof U o Vi G N � O ll M J ri C C y p ou � a � 0CL wz Z� a GQ az �z Z >v io az a� =3 •p C ap �x m0 ZLL z 7 _1 �� r �z 5 8 0�o �w T coo rK � �0 M U� i �0 >M J O rn m a� L 0 U—) M N LO Q 8 g N o N m � O LL n -)d m CD N M N T- a M 0`0 T' M w -�. CO M o Z z E M w U a 0 Q o JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 4 #5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL WWF PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. 1 /8" SAWCUT x 1 /4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN CONTROL JOINT DETAIL Z. ' 4! 12'-0" 13'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING STEMWALL FOUNDATION - ELEV-B SCALE: Y4'=1'-0" e+� N 0 N C" cV C 0 d > C5 o r= <a EL c w v `-I � IU •N -,a CV � Q N X ro N d N -t5 7 .n = y c E o< o M O N 1 .. r� -i. °; •.. ;, tj To the best of the Engineer's knowledge, information and belief, the structural plans and spedtications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W Q EE S a 8 N 00 N G C Lo 3 � y V LL W rAnr�32 u- W w o o_ w �cnv W a U. n' �, rp LA. 0 z 07 0 0 o S Z 0 0 0 9 z -a N r0 M J W 2r-'' < Q W rn ° 0J Z W Z go � N 2 4 0U 2 M IL w N 0 N F Vz O:% ❑❑❑ W 0 Z 8S Z P a- n ¢_ N I UV) 0 (� w °FJ Ow N LU U �■ A �0 ri o � 0 z W —� N z S� 0 E u r� r6 ki Z® ou W 3 U c dao OY �0 g z J as 8 o z W JRt >M O 120 O � ICU � N o LM Q Cr 0 N O , m N �-- o U') L m o N Q c) c� � T v CC) ce) 3 c Z z E M Ali JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 5 12'-0" 13'-0" #5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "Alternate: The reinf. bars shall be Cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL WWF PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. 1 /8" SAWCUT x 1 /4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN CONTROL JOINT DETAIL NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING MONOLITHIC FOUNDATION - ELEV-13 SCALE: Ya"=1'-0" en N G 0 N r a� 'a O W Q .s G- �, ram, co N •O m 7G N (p N t N O N rr 3 /0 y N Sa v 61 C �o � O 0 N 1 00 O 17 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. a M ap Cy g��0, y -� J J N � LL 04 Q LL <L S u- ?C Z LL 0 p o O e N m W � CP J z o O W N Cl)Z y LL M Z 0 V ❑❑❑ W Q � rz 13 z •O c N v N ' v � 4 � 0 N o a w co i5 M � z d r.L Eo z ooa® a F� u ¢= Wo o 20 �a n z z coo d �O w� 4Z Ww N a z Z U .0 Z z m J 4 z H 2 Z p JU W `?� 0 O oz w ?m Z O w r a IIIIIIIIIII� cn zla M �C:) C'M J O c� N o L0 CD N Fes— 0 LO LL cr) O 0 .� m a N T- N Q M �y) � T E 4 Q CD M z Z EE () a`oi a U ¢ o JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 5 12'-0" 13-0" FT3GE TYP. @ CORNERS 00 0 @ 24" O.C. MIN. Em 0 25P — r7l\ �6 TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL z 9 FT7G FT6 rF TY.P.- RG. WALL -n en ><I 0 0 FT813 FT1 1 —20 -n FT1 1 FT13GE . . . . . . . . . . . . . . . . . . . . . . . . . . BRG. WALL ><j 2M TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL ....... L ..... . 35 N FT9 %] (2) 22 D1 FT9 (2) '—EJ5BV CJ3B LO CAB M 9 D1 7 D1 k FG3 % A 0—F TYP. TYP. U.N.O. 100 N e 00 00 5'-0" co 7 TYP. @ 1 STORY (SEE AA/S3 FOR STEM OPT.) B4GE 5'-8" RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND I CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft IIND SPEED (ULTIMAT 'E) 40.0 MPH 11;8.4 IIND SPEED (ALLOWABLE) MPH � XPOSURE CATEGOR EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF I 2e 2n 2r 3 3e 3r Ax HIP 1 -35.94 -49.57 -49.57 -49.57 1 1 OJEA GABLE 1 -38.22 -38.22 -60.99 -60-99 1 -60.99 1 (D ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): k I r v ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD I ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD Q I ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: (D SHINGLE: Y16" EXP. 1 (24/16) or 1%2" EXP. 103116) TILE: 1%2" EXP. 1 0�116) NOTE: 1 . PER CODE ASTIVI F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS i L + t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 11/32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2"xO.131") NAILS OR ASTM F1667 RSRS-04 (3"x.120*) NAILS a=4ft 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. MARK I 0 1 CONNECTOR UPLIFT CONNECTION CROSS-REFERENCE SIMPSON STRONG TIE I USP MANUFACTURING, INC. SYP A (2) (2)META12 1875 (1)PLY 1795 (2)PLY B HETA16 1810 C H2.5A 565 D H3 400 E META20 1450 F HHETA20 2120 G H1oA 1040 H FGTR 4725 HTT5 4350 HD3B 3130 VGT R/L 2225 VGT - F 1 4940 2 ROWS 8d @ 6" O.C. NOTE THE SHEAR WALL FRAMING DOES NOT EXTEND 8d NAILS @ 6" O.0 I[ABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEAT TO BLOCKIN G (2) 12d NAILS TO--/ OF OR FLOOR BLOCKING EACH SHEATHING END (2) SYP#2 TOP PLATE 2X4 BLOCKING AT EA. ROOF PANEL JOINT AT 48" O.C. MAX LSTA30 EACH SIDE TIRUSSES—/ L @ EACH END OF WALL I N LUS26 1165/1060 P HUS26 1320/3235 Q HUS28 1760/4095 S IVGT-M 4940 T (2)LGT3 6570-M6960- U MGT 3965 2x4 SPF STUDS @ 16" O.C. WALL SEE C/S3 FOR SET BACK 2" PER ADDI INFO. DETAIL C/S3 I SEE PLAN FOR DIM. SEE FND. PLAN FOR FOOTING SPECS. INTERIOR SHEARWALL @ TRUSSES STEP-DOWN, WALL TO TRUSS SCALE: 1/2" = V-0" LGT2 SPF FASTENERS CONNECTOR 9 - 10d x 1 1/2" HTA20 9 - 10d x 1 1/2" 9 - 10d x 1 1/2" HTA16 535 10- 8d RT7A 320 8-8d RTY_ 7 - 10d x 1 1/2" HTA20-18 10 - 10d x 1 1/2" HTTA20 1015 18 - 10d x 1 1/2" RT16A 3400 w/ (18) 1/4" x 3" SIDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HID ACHOR BOLTS RFUS 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 3050 5/8"DIA, BOLTS TDX2-TZ 1600 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 21/2" SIDS WOOD SCREWS & (1) 5/8" ATR 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x21/2"SDSWOOD SCREWS & (1) 5/8" ATR 1005/915 8 - 10d x 3" JUS26 1335/2820 20 - 16d x 3 1/2" HUS26 1720/3125 30 - 16d x 3 1/2" HUS28 - x 3555 w/ (16) 1/4"x 3" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET W/ 12" MIN. EMBEDMENT. — 4730-M 501 0-F w/ (24) 1/4"x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME 3330 22 -1 Old x (1) 5/8" ATR wl 12" EMBED W/ SIMPSON "SEr' EPDXY MUGT15 3500-M 3240-F ) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGTY_ I FASTENERS SYP SPF 1870 1 1585 1 10 - 10d x 1 1/2" 1870 1585 10 - 10d x 1 1/2" 585 515 10 - 8d x 1 1/2" 345 305 8 - 8d x 1 1/2" 1625 1400 10 - 10d x 1 1/2" 2375 11 - 10d x 1 1/2" 1020 1160 1 9 - 10d x 1 1/2% 8-10d 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4"x 6" WEDGE -BOLTS 5795 1 5/8" ANCH. /(26) 10d x1-1/2 3295 1 2 - 5/8" DIA. BOLTS 1000/1080** 1 8 - 1 Od 2035/3400 (20)16d x 3-1/2" 2950/5090 30d -1 6d x 3-1/2" - x - 4175 122 -1 Od x (1) 5/8" ATR w/ 12" MBED w/ USP CIA-7000C EPDXY 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & 10) 1/4"x 3"WEDGE- IOLTS (2-PLY) OR (32) ;INKERS FOR FRAME "X" HTS 20 1 1310 1 1245 24-1 Od x 1 1/2" HTW20 1 1530 1 1285 124-1 Od x 1 1/2" Spi 1 555 1 535 10 - 10d SPT22 1 735 1 18 - 10d SP2 I 1 1010 1 605 1 12 - 10d I SPT24 1 1090 1 1 12 - 10d HCP2 1 590 1 555 12-1 Od x 1 1/2" HHCP2 680 570 (20111 Od 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 I-). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 $0. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 OR INTERSECTIONS. SPLICING / 2 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-O" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAIL9 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) xq OR 2 PLY 'ARRIER ---a N q N + 2 PLY CARRIER t —(A) x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN — ELEV—B SCALE: X"=V-0" M C, C%j > cc C..;, C-.4 rc R Cz >- CZ 06. C`> CN 00 C�) 0 --ro C"r 0 F 0 To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for Engineers signature and seal. CS E S 8 q 8 4 0 *k 0) U-LU 0) C'4 CD - o� ,C Or) , 7 LLU Cq LL LL , � = -d;� 0 z =1 M, a 0 1 5 1: 9 v C� LU ca _j W 8 2 rz z 0 6i z ILW z W < __j M LLJ 0 Lr) Ln C) LU c) < U_ E E 70 E W 0: U0 z sa t z 1z C: 10 �g z M 15 �2 1. Z6 W .16 7 U, C cc C) co L-0 M =) (N a Ul 3i 8 0 F— 0 Lo U- 0 r*-- _1�d 0 co 0 co 00 04 M CY) E CY) C) 0 z W z E C E 0 0 _j JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 6.1 Nr 25' -0" rILLV 1 r livi 1 1V1_ I OVERHANGS OVERHANGS I (2) TYP. ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE 12 (SO FEET) I(-)-) VALUE DENOTES SUCTION [4 : ]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 1 vLf GABLE -38.22 -38.22 -60.99 -60.99 1 -60.99 78.58 —t-- --T— 1 \\ 1D ,� I ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): L A " �� I ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS 01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD 1 �� IS ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O,C IN FIELD I rI i ROOF SHEATHING: I O I I D I SHINGLE: /e' EXP. 1 (2%s) or �s/32' EXP. 1 (3�s) I 1 1 1 1 1 r 1 I TILE: 12' EXP. 1 02/is) j I I j NOTE: I I I I 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3t8" x 0.113") NAILS J r r L 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", 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 n 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..12J @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 12]-[12 W/ BLOCKING PER NAILING SCHEDULE. UPLIFT CONNECTION CROSS-REFERENCE MARK I SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 -10d x 1 1/2' B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 01LTS" TITEN HD ACHOR RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 1 0dx1 -1/2" HTT5 5795 5/8" ANCH. 1(26) 10d x1-112 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 3 1/2" HUS26 2035/3400 -- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F wl (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w! USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ 3 SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-1Od x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 -10d SP2 1010 1 605 1 12-10d SPT24 1 1090 1 1 12-10d HCP2 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 1 (20)10d x 1-112" * 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 1360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (8) 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 I-). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS j (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 11 SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-13 SCALE: Ya"=1'-0" en O N C o N Wo CDw l+ 4) = M c co o.1 C. ACM x cL�o- N Cp Ca •y .q N Y � U d c C' mcc N fl- c E o 4- c� CM 0 N O ,�d','�' I . t'• r r O To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q d E S w O M CC'N 8cm a Q wcp f/1 # LL LL 0 � 32LL d W a Q 13 M d ro Uoo �C OCZJ o• —XIO W LL odL.L.li rzZ' mc� 9 o w ;w � Cl) Z (15 fUA H U ZV O ❑❑❑ W C7 z z z Q C� (1)1W � z v is , w L U 0 w All w � V U C) r~ Q IN 0 see o c0 tt w z Q� W E a � O u1 Y A �i r o ❑a Z g az 0 U �� X, d I— o Qo Z ra m bo MOO ¢z �z 33z ]U W °O N 1,a -� 5 o °O = d' M W 0 L. O co N a Q Cr 0 N � � o m � N tii 0 IL LO O C C) N N I.C) N M E C) CV) Z W z � E M N = a E U � w a o JOB NO: 23-02469 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. Cast -In -place concrete may be provided In composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verttcal (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 loa Safe horizontal load _ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS i 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 08/1T 8F321B/1T FORM & GROUT SOLID W-11 4 ,•• N Lli J /5 Btit CONT. 8F12-1B/1T O W" LINTEL DETAIL SCALE - N.T.S. 0 MIN 0 E F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8 F 16- B/ 1 T i tNOMINAI, QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS cTi" precasilfntels = 3500 psi. 2. fc prestressed lintels y 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi wl 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 wl 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. #SR M IN.. (1)(1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL _ G ° C7 ° ° ° G .M.U. #5 REBAR AT TOP a ° ° MIN. (1) REO'D 1-1/2" CLEAR a z ° z ° GROUT TD ° ^ -j X ° rn ¢ 'A ~ C.M.U. 5 REBAR AT ° BOTTOM OF a w o-BOTTOM LINTEL CAVITY ulo U O rn w REINFORCING PROVIDED IN a (rd $ ¢ ¢ 0 u- d n 7.5/8"ACTUAL " NOMINAL WIDTH LINTEL � 6 #5 REBAR AT BOTTC (VARIES) � b s AS INDICATED LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION a@ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION --STRUCTURAL SHEATHING ATTACHED PER NAILING 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR SCHEDULE SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Ya"x1 J" TAPCONS OR TITENS 'CENTER OF STRAP @ TMALL TYP. U.N.O.ou SEE PLAN u T/VVALL 2x8 #2 SYP P.T. BASE PLATE I - W/ Y2" EPDXY ANCHOR OR Y2" J BOLT W/ MIN. 7" EMBEDMENT @ 8" KNOCKOUT COURSE 32" O.C. & 6" FROM EACH END =_ - W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING WALL SPLICE DETAIL REVISED: 11/04/19 SCALE: 1" = 1'-0" O O 6-10" LL 13'-0" LL O 8'-0" LL O 4'-6" LL O 4'-6" LL MIN.B 6-8" LL MIN. E 17'-4" LL LINTEL PLAN - ELEV-B SCALE: Y4"=1'-O" N N C" _ N >W � a� o fOm>4 N r0 O N�occ N a � ­4 Y a. a� '- � 3 u d � � T c E co 0 ry u 0 M O N 0 00 NO s; _ O • STA I L. ..;; •. � , 14 1 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 M p0 V a O c # J to 5JV Ji w Q aj _j o O 0 CQu'LL _ Z 0�o Z 2,04 � O ` W O 1- ¢ z Z ILILW OD C N M Z y �,� Vim O Ci ❑❑❑ W Z t"' Z Q � o_ CDC1 �� (� cn w � U m O w $ �ro NN 1 w m z OfID Q Y • Q N W .4 i w z c•9 n u ® L E � r=� as o I- r0 p V z .00z d no mo Cn ro �Y 2W z J .0 > Z � � s a'tl z a W LL 7 �o a= 0 OU O d' M 0 (U L O co U1 M = N �- Q J N U o m N ~ 0 _ O Y U M O O � m C'4 Qi N LO N Q CV) CM T E c CD Ch Z z E M LD M c a E U _j a :> 4 O c 3 JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 7 CD �5 M CD 04 1 IT CC> 0 :19 NO C*4 E 9 93 E 0 GE , le V CN 0. C14 U-1 W 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 PREVENTINSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, ORCA-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 11 AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4� GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING 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 ± 2 INCHES (914 1 MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0,79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES, 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES"BY THE TRUSS PLATE INSTITUTE TRIII-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 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCIF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. IIST 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 TOPCHORD: 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. GARAGELOADS: 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. ROOFTRUSS 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 OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1.,2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C', IMPORTANCE FACTOR "I" = 1,0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6-1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN, GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-1-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (VVWF): ASTM A-185 / A 185IM-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. 3' 2" 1)/2" X" CONCRETETYPE 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 W1 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: 4.4,11. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES, 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING, 4.4,6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. EASTENERS 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'XBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO 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 A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS"NON-SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02EO1 PROTECTION - .TERMITE 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 si n which identifies the termite treatment provider and need for re -inspection and triatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigption2/rinkler systems includin,% all ds ,!r p0and sp Ny he � shall not be installed w hin 1 f the building side wall. 4, FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318,1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms, Permanent forms must De of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainf 11 occurs befdre vapor retarder placement, 12 retreatment is requir 9. F'C-RbeRr31m'b1 e e5d bC ejonrcretUry,erpouIr and mortar along the foundation perimeter must e e or sot 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 extqrior vertirl chemical barripir must be install?d afte[led construction is complete, including andscaping and irrigation. Any soi distur 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 cerfificate of compliance must be issued to the buildin%d=ent b a licensed pest control company before a certificate of occupancy will e Tge 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-10" 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 = 11 DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORSTCASE (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.0 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" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1)/8" 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 3/8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. C%j C= C" C%4 lor- F:� C2- CP E M CD r, ce� C1`1 C� C%j 's. 17 5 0 _33 S T AT F f 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, a W E C) C-4 0 04 cli 0) 2 0 op 46 011 0 Ic" r'- . LL W Lu 0 14 _j LL (L U� , 0. 5. 1 (Z5 0 z 13 0 0. 0 (or, ( Ec�- 9 X (n Lu cn ,, W - _j z Co - 6 U, C14 Z Cl) ILW IL 0 �2 9 04 < 113 60 El E30 z W 0 V CL_ 7 U) kj 27 g .8 Cz LL LU 0- 0 LU L41) Cil- 04 V) C) CD X _j E 0 E 2L 0 E ru 5 W t Q) z < 5 z 2 CD M > M (D C:) cc LO co = N CL LO Cr CN 0 U-) LL cu co 0 0 C14 C)) C1*4 00 04 < c1r) LO CV) i1i E 4� 0 M z E M 0- E 0 '6 M 0 -1 0 0 _j JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. SIN K" LLJ ID C"! C14 31- to E 9 C5 CL C . L L C3- C14 a U-i THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH 16GAxl-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 if 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 1 Od nails 16GAxl-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 Y8" 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** 101-011 TANK -LESS W/H CORNER OF L_ _J HOME H C G GARAGE SIDE 0 0 0 51-001 CD STUB -OUT FOR =1 -J L9D GAS METER 0 0 9 0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-51' (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-911 (3) 16d TOENAILS 2" X 10" @ 16" O.C. 161-511 (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6--l' (2) 16d TOENAILS 2" X 6" @ 24" O.C. 80-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11 1-0" (2)16dTOENAILS 2" X 10' @ 24" O.C. 13141 (3) 16d TOENAILS 2" X 12- @ 24- O.C. 15'4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI8Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1 -1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x - + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x - + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x - + 5/8" or 3/4" wood panel 902.0 2 x - lumber Double 2 x - lumber FILL CELL rn LU STD. 90* CONT. #5 HOOK BAR STD. 900 HOOK r- BOND BEAM BOND BEAM STEP SCALE: N.T.S. SIMPSON MGT w/ (22) 1 Od - CONT. #5 NAILS TYP. GIRDER TRUSS BAR L1J__A 2X TOP PLATE F 5/81 #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM SIMPSON MGT 2 X B.U.0 w/ (22) 1 Od NAILS TYP. INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN 1 ,� I 'K""—PLYWOOD FLOOR SEE PLAN FOR REQ'D Jj -,,-'�,­--��-.-�SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BL0CKINGfrJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small 21' min. 2" max. I gap 4" max. I Web Stiffener Fastener Schedule- ',.'I _7 Joist Bearing ocation V V Series � Depth End Intermediate A -1/2 . 2-8d 2-8d BCI 5000s* 191 7/8" 2-8d 3-8d 1 4" 2-8d 1 5-8d Clinch nails 0 when BCI 6000 11 -7/8" 2-8d 3-8d possible BCI 6500s'v 14" 2-8d 5-8d 16" 2-8d 6-8d 11 -7/8" 2-8d 3-841 A BCI 60B0 10- 24d_ 5-8d _6-8_d__ Tight flit ---------- 16" Md- 11-7/ " 3-1 6d 3-16d 2x4/Plywood/OSB web stiffener 2" min. BC1 gose 14" 5-16d 5-16d required when indicated or 4" max. 1 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. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR =_ AND QUANTITY )FFASTENERS SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H 1 OA (WHEN SIMPSON H110A X1 J/ REQUIRED) wl (18) 1 Od x 1 1/2" NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Verbcal load transfer =1 900 pif max. along bearing wall TYPICAL SIMPSON META12 TYPICAL SIMPSON MTS BEARING Use 3" (1 Od) nails at 6" o.c. Required on interior walls : - for vertical load transfer Plumbing HTS INSTALLATION Vertical load transfer =1 900 plf max along load bearing wall. Loa�'bearing walls when load bearing - for lateral support when joists META12 TSS INSTALLATION Load bearing wall must stack meet over wall, or wall stacks directly over wall or > beam below Load bearing wall must stack over over squash=20 blocks and *Non -stacking walls wall or beam below.* blocking and wall or beam below.* require additional Joist 0, w consideration. Check When joists meet over wal I, provide local building 13/4" minimum bearing for each. -Joist can be offset c Whe code for appropriate 11034 PLUMBING LINE up to 3" to avoid details in One 10d box vertical plumbing TOP (2) #5's x 4' 0" areas=20 of high or--20 sinker Irz CENTERED @ PIPE lateral load. de 3" max PVC OR SCH40 SLEEVE nail each s! PENETRATION at bearing. A/C CHASE 4" PVC JOISTS OFFSET SLEEVE THRU STE J N.T.S. M] -U;- WALL Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam (D Provide adequate bearing for each lapped joist. nails SECTION 0 INT. BRG. WALL N.T.S NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (se, NOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges Use 1 Odx3" nails at 15"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 177--,--,Sm NINE 77,777-17"......5�6 � A %" ROUND HOLE MAY on rT6- 6"'r]�� 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 IY2" DO NOT CUT HOLES LARGER THAN ,ROUND IN CANTILEVERS. rf Z=9771F'. =17MT; M E�Ift �W,7W EM19M. NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO, 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER, 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" 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. Backer block (12" wide min.) Nail with 10- 1 Od nails. , ",..Install tight to top flange. Joist hanger Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. /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. /ne stiffner as Web stiffeners are not required when top ired if hanger flange is laterally supported by joist hanger. doesn't meet height ger, ler. requirements 0.6 X Joist depth I -JOISTS BUCKETS N.T.S. SLEEVE THRU STEM-/ SEE PLAN FOR-,--., FOUNDATION INFO STEM FOUNDATION GRADE '---A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION REINF. SEE PLAN 191 Atr, REBAR TYP. FND. PENETRATIONS SCALE: N.T.S. PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENTERED P E PENETRATION @PI E PLUMBING LIN 4 L SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE 4 Aq 4 JA SEE FND. PLN. SIZE & REINF. cl� C%.k C" cc C%4 'n L." C,4 cu E C;, LJ S! 5. a, 6- C�> C14 C� C14 co 2 v1p C:) %%till It, t r-1 C, F-. NO PT77L� 7 5 % S T Ci F < 4 A 14 To the beat of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W E S 8 0 C21 C51 S .5 � u;- �; n u. (0 F- r- zR W. uJ , Lu C', 0 aim., z u, LL z 0 .2 :v9;; � 0 = @ 9 0 WW :L, C� w z IL IL co , & 0 m z C-4 6 d 01" W (n V) Q) CD 4-J 0 LJJ U I I - CLI ta I CZD z cl� z E JP E 0 u 'g �0 r11 ZE C '0 z 65 < 2 U) 0 Z� 50 U IL z 0"' t 0 F Cn .6 o .2 0 0 (D CID LO M =1 (N CL Cr 0 0 04 U) 4-1 0 LO 4-1 0 U_ -lid U C) C) CU 00 CY) LO E ce) CY) 0 z z E M r_ M a- E 0 0 < _J JOB NO: 23-02469_ SCALE : AS NOTED SHEET NO. SN 1 T3 W I A M ;t L0 C14 Z. C5T t7c r-1 C14 E IZ CL -9 rn C14 C3- Iz. ZE ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (Ty P.) I VARIES INSU 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X' @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7- O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1 x2 P.T. HORIZON. AL-) NAILER STD. 90-HOOK (SEE DETAIL V _2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @ 16" O.C. W/ (2) 10-4- (R302.1 1) 7o FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 Ik 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE - 1/4" DIA X 3 1/4" TAPCONS @ 24" O/C & 2' HURRICANE ANCHOR @ EACH @ 6" Mj�� FROM END OF 2 x PLATE E =1L TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" - 6 x 6 W1.4 x W1.4 �`! METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) MOISTURE BARRIER 'P A b- A SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM 9 Is D7158-CLASS G or H, or ASTM I D3161-CLASS F, IN AQ- I III III 001 M;I ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL !8 ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR � TYPICAL INTERIOR BEARING SHEATHING AND FASTENERS WALL w/ OUT UPLIFT [ GG ELEV. VARIESk SEE TYP. WALL SECTION SCALE: 3/4"=V-0" � .0,'I -ALUMINUM DRIP EDGE -ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS - 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE 'IS" MORTAR -ARCHITECTURAL FINISH 1 x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS(SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB ce) AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 0-NOTE: EXTEND W1,4XW1.4 WWF OR DECO FINISH 4" to 6' TIBERMESH" BELOW GRADE !6 b I ;0 OF 6 MIL VAPOR Z BARRIER 4 04 COMP, SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT._/ ON 3"CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" IV-8" ( STORY)i DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" 1\ �3 OPT: DEPRESS SLAB 5)/2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB---\ 14" O.H.D. RECESS PAVERS� A :41' 0? SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1 (1 STOW V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1 't8" (2 STOW 4 GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCA7 N.T.S. � �3 ADDITIONAL INFORMATION. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES JL I GARA( I GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 5W rt� 7,/'F __,\)(Ar 5/8"OR 1/2" HIGH STRENGTH \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. wl (2) 12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 1 Od NAILS "x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 1 Od NAILS SHEATHING REQ'D. FOR ALL ,,,--2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"' x 10" "J" BOLT @ 24" O.C. w/ EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.1 1) 2­016" PLATE WASHER (TYP.) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl 2" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"00'WEDGE ANCHO 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD IMPSON SP1 w/ (110) 1 Od NAILS "SIMILAR AT FOUNDATION ONO 5/8"' x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE 7'0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AN �, ," ". ".1 11 If 11 DMIKIC:nDr%C:lUlr-kIT AKM 1AIll 1 11,110 kMLI: lit XIZ 11IF-11 nU tW4% x P. 1. IDV I I VIVI rLM I r_ O.C. OR 5/8"x10'WEDGE ANCHOR P x 6 W1.4 x W1.4 INCLUDE THE WALL @ 24" O.C.) 211 WWF OR FIBERMESH ATTACHMENTS 3 1/2" MIN. 3 1/2" MIN. ,4 IV, L 2"(me, ;0 3 1 / "(min.). - 4' (2) #5 CONT" 411 11-4-1 81' U.N.O. MIN. TYPICAL BEARING WALL 0 STEP @ SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" -VAF -T- -6z� TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12- O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. "x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) R NSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS D T x P.T. BOTTOM PLATE 6x6W1 * 4 x W1.4 WWF OR FIBERMESH -4" 1/2"(min.)- 4" \s" fill 111111 (2) #5 CONT. U.N.O. MIN. TYPICAL BEARING WALL @ STEP Aft SCALE: 3/4"=V-0" � S3 --co", 4.00�_o 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING pr"6. -0-v -S "r NAILED W/ 8d COMMON NAILS @ 4" O/C 2xS.P.F. STUDS 1 "O.C. A BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 0\0 ,,,- v 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS@ 16" O/C LOADBEARINGOR INSULATION PER FBC AND ENERGY 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 81, C.M.U. FORM SUBMITTED WITH PERMIT INTERVALS NOT EXCEEDING 1 "x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: SEE SECTION C/S3 FOR 10'-0" (R302.1 1) #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0- (R302.1 1) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR 04 LAYERS W/ TOTAL THICKNESS 7/8" OVER -1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR "J" 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 AOOK DETAIL SIMPSON SP1 W/ (10) SIDE IF APPLICABLE. BOLTINFO. 5/8"4" BOLTS BOLT @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. (ED K.O. BLOCK 10d NAILS 5/8"DIA EXPANSION BOLT @24 (IF NO UP LIFT ON WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 W/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE 7\ O.C. W/ T' EMBEDMENT (MIN. SHEAR *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20' MIN. LAP [24- MIN. LAP] #5 REINFORCING SPACE ANCH OR J� 3500#, MIN. TENSION 2600#) W/ (10) 1 Od NAILS SPACED EVENLY C14 FIBERMESH I WEEP SCREED INSTALLED 't^7124^9 I �xg, '1 7 7­1% ./< BAR _j X BOLTS 6" MAX FROM 6x6W1 ' 4 x W1.4 Q_ . TYP. 2x P.T. PLATE PER MFR INSTRUCTIONS END OF 2" x PLATE WWF OR FIBERMESH �E ASSUMED FINISHED #3 OR #4 REINFORCING BAR X LU / 0 I 0 � P I> �GRADE ;2� #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi x 7i X CL A MONO OR STEMWALL ty. . . A > Cn FINISH GRADE ;0 M 25"MIN. LAP [30 MIN. LAP] [GRADE 60 MIN. '/ X t> FOOTING MONO SHOWN ;0 t> 09 < LU W FOR CLARITY 6 MIL VAPOR B RRIEIR dA�� #5 REINFORCING BAR R 17/8" co _ , . . 0 #5 LAP SPLICE ::j (2) #5 CONT.- NOTE: *FOR BEARING WALL F - ----- CN To COMP. SOIL. (COMPACTED TO 36- MIN. LAP [36' MIN. LAP] X ON 3" CHAIRS 8" (TYP-) 8" W/ UPLIFT ONLY OR ASTM 95% MODIFIED PROCTOR ASTM . - M ..... .... ........ 10.. D1557) 4-1 1-4' __--#6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPIr.A1 INT RIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION /' D _� TYPICAL EXTERIOR FRAME WALL FOOTING r E SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6 x 6 W1.4 x W1.4 3 1/2" WWF OR FIBERMESH A A 00 l P=�qeil-9 I P-4 I I ... ... _11, TYPICAL THICKENED EXPANSION JOINT SEEAMCIRNS6--� FOR REINF. INFO. 3" MIN. CLEARANCE 1-4" (1 STC RY) V-8" (2 STC RY) -4 GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" GRADE #5 REBAR w/ OPT. CREEN ENCLOSURE MIN. EDGE L SCALL S3 BLOCK WALL BEYOND O.H.D. RECESS SEE TYP, WALL SECTION FOR ADDITIONAL SCALE: 3/4..=1'-0" SLAB INFORMATION. ��s 1/2" GYP. BD. P.T. 2x HOLD GYP. BD. -24 1/2" FROM SLAB 01011 CONT. BEAD SEALA� INTERIOR A. 4 -3 1/2" CONCRETE NAILS W 11/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN, TENSION 120#) CONCRETE SLAB---, '4d ;0 6MILVAPOR BARRIER �_ *0 REBAR DETAILS F WALL w/ UPLIFT G� SCALE: N.T.S. SCALE: 3/4"=V-0" 1,�3� ARIES SEE PLAN 11/2" 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 1 Od NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO 4 R .SEE PLAN FO jh & LAYOUT DESIGN TOP OF BEAM IV 'A SEE ROOF PLAN A A A 4- Cn (2) HTS20 FORSTRUCTURAL 4 G E BEAM SIZE & 4 CONNECTION INFO /--2x4P.T. PLATE 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" /--7/16' O'S.B. z 0 A17ACHED PER NAILING FOR REINF. INFO. OPTION #1 LU SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL COLUMN LOCATION SEE PLAN FOR STRUCTURAL SLAB INFORMATION. :� LU COLUMN SIZE AND BASE ES Uj CONNECTION INFO. SLAB STEP & RECESS S.G.D. M SCALE: 3/4"=V-0" 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3"TAPCONS MASONRY WALL AND GARAGE COLUMN TO PORCH SILL AT 8"O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS W/ DRYWALL SCREWS @ 8-O.C. TO FOUNDATION PAD INSULATION PER CHART z 0 SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN Co LU SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 00 GRADE FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 - LU W SIZE AND REINFORCEMENT) LU WWF OR FIBERMESH 0 Uj �- LU LU COL LUUJ A BRICK PAVERS or SLAB PER L U W (n z 810 r=r 01-0" FIN. FLR.0 MMUNITY SPECS I U_ Cn N"-FOOTING ��l - - ___ /,�=Coi 14" 14" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE: 3/4"=V-0" 3 BEYOND PAD REINFORCEMENTJ 3" MIN. CLEARANCE (SEE SCHEDULE) SEE FOUNDATION FOOTING WIDTH CONC. PAD INFO, SEE SCHEDULE TAPERED COLUMN FRAMING PATIO COLUMN FTG. DETAIL (N SCALE: 34'= V-0" SCALE: N.T.S. �3_ C*_ Cr C%j _C3 'CPI LW In- =3 I=- Cl) v _1 C-4 -W co >4 4-0 C, CC In cz. [v L F7 1V s 0 so v r C To the beat 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. jw�I a W W E 5? c4 '9 8 C-4 .0) u. It- L'f Lu - C, a 0, Lu _1 7 U_ 0 u- 0 AS- Ro too 2 4. ia C� to Co Lu W 0 2 - Y, <- �-': z IL _I 0 0 LU z L, co W d 0 r W CD N CS 4-J U 0 C4 AM C-) C21- < .4 C 14 E 0 M 23 E ou Z z 0 zz no W M nj W § .2 CD E2 cy) W co LO :3 04 0. LO 8 CN 0 LO �4­00 0 LL _X U c) C:) M 0) < 00 Cl) L0 E 0 cf) z z E r_ ig E 0 _j JOB NO: 23-02469 SCALE : AS NOTED SHEEFNO. S3 (MONO) Uj It C11 M ;t 5! 19' z c14 C14 C-4 CD E E 14 04 C> V) 12 TYP) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW (2) 2x6 OR (2) W TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADIER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3- DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3) 12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE INTERIOR 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING ---(2) 2x HEADER PER PLAN VARIE6 O.C. TO EACH HEADER FACE I \\_2x BOTTOM PLATE W/ (1) 10d @ 8" 2 x 6 (MIN.) FRAME WALL HEADER DETAIL ri SCALE: N.T.S. � �4 SEE TYPICAL WALL SECTION 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 rE S S DOUBL Top PL 2x S_P.j PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B _j AS REQ'D 2x BLOCKING @ MID �POINT EVERY OTHER -STUD W/ (3) 1 Od NAILS 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4' OIC BOUNDARIES 6- O/C EDGES & 8" O/C FIELD SIMPSON SP1 W/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE MAX 5/8" x 10" "J" BOLT @ 24" O/C� W/8"EMBEDMENT MAX 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT :i 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD--,, FOR DRAINAGE BLOCKING (TYP.) �--ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 'TENSION FROM EXTERIOR WALL kCE OF BLOCK WALL IS 2 1/4" GL TO DRAIN EXTERIOR WALL WALL CLEAN -OUT SCALE: N.T.S. '\.-, �4 7 5/8,, 8" 7 5/8" 81' 7 5/8" 8" 1STCOURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW / �B MASONRYLAYOUT rD SCALE: N.T.S. �, �4 KNOCK OUT — NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 \ FOR CONCRETE PLACEMENT NOTES: (DFILL 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. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6'-0- IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2"PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE _j _j < FORM CREATES CONCRETE RECESS TO 2x4 (NOM. RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL GARAGE DOOR 8x8x16 C.M.U. GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. 1 SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK 4 , 'BOTTOM OF MOUNTING 13� POURED CONCRETE BASE FOR TO BE 2" ABOVE FINISHED BLOCK WALL. RECESSED SPACE FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 W/ (6) 1 Od x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 1 Od NAILS@ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.0 - SOLID AREAS ARE STEEL AND GROUT FULL 8x8xl 6 BLOCK DOOR OPENING -Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 AND 96-3/8" ABOVE GARAGE FLOOR, ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFFR LOAD- 2 x 6 P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE FOP 1ARAGE 1OOR NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. CK TYPICAL GARAGE DOOR BU � �K SCALE: N.T.S. � �4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 11-41 (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) I (3) (2) (2) (1) LSTA30 9'-16' (3) (4) (2) (4) 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"xl 0" OR GREATER HEADER ri (2) 2x HEADER SEE PLAN INTERIOR HEADER: 1,-, �4 \_(1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER 9 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) 1 Od x 11/2" EACH SIDE '--2x STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL SCALE: N.T.S.- SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 5/8"X10""J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SP4 TRANSOM FRAMING SEE SECTION AA/Sl AND BB/Sl FOR ADDITIONAL DETAILS SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C Z(TYP SEE ELEV. UPLIFT CONNECTOR (SEE YP-) !T7 SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRN� SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD (-TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS BLOCKING W/ 2-16d TOE NAILS @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4 O/C BOUNDARIES 6"O/C EDGES & 8" BLOCKING U s ") O/C FIELD a. 2x TOP PLATE 1�2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS E-1 CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 1 Odxl 1/2" I NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD ir(SEE MAIN SPAN 2x P.T. PLATE EQUAL @ 12- O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR 7-\ STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL---- H I W/ STD. 90* HOOK IN K.O. BLOCK -MTM- v ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 1 Od @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 48,,,SPLICE STAGGERED %4 1 Od @ 8" O/C ATTACH ALL f EXTERIOR STUDS W/ Y816d TOENAILS TO P PLATE NOTE: I BOTTON 11 SPLIC PLATE LENGTHS MUST BE OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. �4 F= 2240 LBS SIMPSON SIMPSON SP4 SP2 r___ I PU I INTO TRANSOM TRANSOM FRAMING FRAMING 2X P.T. SEE SECTION J/SS PLATE AND K/SS FOR ADDITIONAL DETAILS SIMPSON Spi SIMPSON SIMPSC RECESS SP4 SP4 LINTEL SIMPSON SP4 SIMPSON NAILED INTO TRANSOM FRAMING SIMPSON spi SIMPSON SP4 —\ RECESS SIMPSON LINTEL SP4 TYPICAL INTERIOR NON — BEARING WOOD FRAME WALL/�j SCALE: N.T.S. -, �4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) (4565# SPF) 3 (5645# SPF) (6970# SPF) )S (9335# SPF) N. 8' PDXIED A.T.R. i & NUT 'OXIED A.T.R. t & NUT DXIED A.T.R. t & NUT SIMPSON SP4 �_2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE 2X8 P.T. BOTTOM P�TE \-5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) C SIMPSON SP4 " ROOFTRUSSABOVE /_ 2X BLOCKING (2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2-11)" O.C. -MASONRY WALL 1 Od NAILS @ 4 10d NAILS @ 6" O.C. _,_�STAGGERED A I i M-4 -PLYWOOD FASTENED TO TRUSSE o WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES SHEATHING 01 & 8" O/C FIELD a SIMPSON SP4 w/ (6) 1 Od x 1 12" (USE SP6 FOR 2x6 WALL, USE :—PLYWOOD SP8 FOR 2x8 WALL) SHEATHING * SIMPSON SP2 w/ (12) 10d NAILS MASONRY o 5/8"X 10" J-BOLTS @ 24- O.C. a SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW cl- MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE 5/8"xl 0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) o ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6"INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR REV. 06.24.22 SCALE: N.T.S. S4 C�j iz C" C�A S _W :;� 9ek e =. g C= j =- C� M C-3 C-4 --= C93 >4 r= 0" 3� 9= F_ C14 co =0 %% % o C No F) 7�\ (-)!\I A I To the best of the Engineees 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 8 Lo0 v) C�n F_ r- -0 u� uj 04 0 uj "1 u. ILL u- - -Y 50 0 -. , :2 0. NO C� W - z z IL Z LU OD 6 CO C*4 0 0 0 r I z W $ co c4 = 9 * V) 0 cis 4-J 0 t_n Ln fa�m < cl> m __j u_ E w- 0 o o u o o Ix z zE IDW *z �a z . o o a z8 W 66 1, o� 8 o. L o I R o t C .2 12 >� cn _j 0 LO C) ce) N a 8 LO Cr -6 Cq U) 9 M 0 U 4-0 0 ILL cv) C) .0 -0 cu C'4 0 0) Cq 00 CN ce) LO E cf) to z z E CY) E .8 _j '0 M 4) _j OB NO: 23-02469 SCALE AS NOTED SHEET NO. S4 U-1 5 5�1 :3; M E 9 2 8 e- 0- U.1 SIMPSON HGAM11 W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16- O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS--\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK!G @ 16" O.C. w/ (2) 16d NAILS EA, END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 " BACKNAI L wit (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45'± 45' SEESTRUCTURAL NOTES AND NAILING 2x4 CROI BRACE SCHEDULEFOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 4,KIKER 2x8 SYP#2 1" BRACE TO RIDGE FASTENED AT N@45'± 8 _O�O/C @ 8-4- O/C. EXTEN D AT LEAST 90% OF EACHJOINTW/(3) 10d 1" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)1 Od 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. i I I V-) 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 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS wit 10d NAILS @ 6' O.C. co I I THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) . UNSUPPORTED, vIF IF >9" SEE 10/S5 BACKNAIL w/ (2) SEE STRUCTURAL NOTES NAILING SCHEDULE FOR DETAIL 2"x4" CROSS BRACE-\ 16d NAILS AND SHEATHING� 4 IN APPROX. 8" FROM RIDGE FASTENED AT X DOUBLE TOP PLATE 2x4 ROSS BRACE APPROX. 8" EACH JOINT w/ (3) 1 Od & (2) 10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END N EACH JOINT w/ (3) 1 Od & (2) 1 Od (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-1 "OR 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING ,,-1 /2' CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d (2) 16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF Y. NAILS N ILS Wit 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & AND 12"O.C. FIELD �0' BOTTOM ATTACHED 1 (2) 16d NAILS W1 (2) 16d TOENAILS 2x4 PANEL BLOCKING @ 48 2x BLOCK x . . 1. O.C. FOR ING 2x4 "T" ON TOP OF PANEL BLOCKING-,-- WEEP SCREED 2"x6"P.T. SILL NOTCH 1" BRACE HERE THE FIRST (4) ROWS OF TRUSSES FASTENWITH 10dx3" @ 4" O/C SPACED 1/2" 8" "J" BOLT 48" O C lA �2x4'7 ON TOP OF PANEL INSTALLED PER MANUF. . . WEEP SCREED FROM EA. END TYP. TOP & BOTTOM r SI M PSON HGA1 OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO @ 48" O.C. of, BLOCKING, FASTEN WITH SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT 6" INSTALLED PER MANUF. ATTAC H E D w/ (2) 16d TOENAI LS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O'C.. MOISTURE BARRIER 1 Odx3" @ 4" O/C " " " " " " 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - )C MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META1 2 wit (7) ALTERNATE SIMPSON MSTAM24 wl (7) 10d NAILS NOTE: IF EMBEDDED 1 Odxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4' TITEN @ 4'-0- O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WE13 (24,, GABLE WEB SECTION 2� WEB, USE MSTAM36 w/ (7) O.C. MAX) wit MIN. 4" 1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK SCALE: N.T.S. TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. wif (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP SEE STRUCTURAL--,,,. CHORD BLOCKING CN ;o NOTES AND NAILING INFORMATION 00 SCHEDULEFOR SHEATHING DETAIL BACKNAIL w/ (2) 16d NAILS WOOD TRUSSES ;o ;o 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT W/ (3) h BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS ATTACHED Wit 2 - 16d NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS Wit (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAM I NATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2) 16d NAILS 2X4 BLOCKING @ 24" (D = 0.148', L = 3') OR EQUAL (D = 0.207", L 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF O/C W/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" 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) 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION rD B.I.I.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" 1' TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 -01, ADDITIONAL INFORMATION. SCALE: N.T.S. IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2) 16d PER JOINT 211X411 MIN SEE M/S5 TOENAIL W/ (2) 16d NAILS 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.C. (2) 10d x 0.131" TOENAILS EA. SIDE CONT. 2X4 #2 SYP W/ 1 Od XO. 131 @ 8" 0. C. . ALTERNATE NON -DROP GABLE END DETAIL CROSS BRACING DETAIL ri �0 SCALE: N.T.S. SCALE: N.T.S. � �5 i, �5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES MINIMUM (2) 16d PER JOINT 2X4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C SECTION SCALE: N.T.S. OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 1" BRACE W/ 10d @ 4- O/C (SEE SCHEDULE FOR SIZE AND LOCATION) MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED Wit 1 Od NAILS @ 6" O.C. EPqES AND 12- O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION (2) 12d TOENAILS MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4'7"ON TOP OF PANEL BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C 2x4 BLOCKING--", N --2x4 "T" BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHED Wit 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAI SCALE: N.T.S. 2x4'7BLOCKING 2x4 BLOCKING @ 48" O.C. 1" BRACE ATTACHED — @ 4" 0. W/ 10d NAILS \\, TYPICAL GABLE TRUSS WEB SINGLE 1" BRACING DETAI SCALE: N.T.S. 16d NAIL DIAPHRAGM BLOCKING @ 48" OIC BLE TRUSS /1-GA TRUSS VERTICAL SIMPSON SP2 w/ (12) 10d DBL. TOP PLATE 2x4 LEDGER (MATCH BOTTOM CHORD NAILS AT EACH STUD (2) 2"x8" 1" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE K"3� SECTION SECTION 4� SCISSOR GABLE 1711 BRACE (_7 SCALE: N.T.S. SCALE: N.T.S. � �5 AS PER HIB 91 SCALE: N.T.S. REV. 06.08.22 I 20'-0" MAX 20'-0" MAX 'X' BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM1 OKTA W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 10d 24" O/C (TYP) TOE NAILS AT EACH END @ BRACINGW/(3)1 O/C 0 EACH CONN. @ 24 \-MOISTURE BARRIER \-BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. ('G--UN NON - LOAD BEARING LOCATIOR (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. �,S5 1" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"X4" (U.N.O.) 1" BRACE 74" (U.N.O.) "Ll' BRACE 24" 0'0" - S-O" T-O" - 6-011 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 61S5 FOR MORE INFO. SIMPSON HGA10KT Wit (4) 1/4"xl 1/2"SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) STUDS @ 16- O.C. GABLE END BRACING DETAIL SCALE: 3t4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 W/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. Cr Uj cr CORNERJACK 0 Y_ L) < cc Uj z Cr 0 HIP FRAMING REFERENCE PLAN M 111111112 NOTE: LTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2)"T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL 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) DROP CEILING FRAMING 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 q, A I I I I 1 C" c-A LAJ CD �-< U- cc cz: I I LF,-i/ 0, 0 C E Ail, -* NZ P I 50 ZO *!5' !I?* T E F -'44/ Oi . , r":.0,.r ., " &\ % 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 st ctural engineering portions of the drawing pages bearing Enginreuers signature and seal. 0 W 4 E 2 -,8 &0 5 (A 0 to 0 .5u)rZI (0 r-- L, U- �j 04 0 Q. W - g 9 ", 7� - M U. u_ .1 0. -, z 0 -Y 0 ma 0 WW C:4 M uj r.- 3 IL NO z 0 Cl) 0 0 a z N < d 3 r V) 21- in j 0 LU Ul V) U) U C__ < i44 cl� __j �::] 0. 05 1 U_ E 0 i '0 if a gL? ru W� 0. 23 E "0 z = � Lit -t fu C Z" z H 0 WM 0 ..W 0 CD 0 (D LO N CL LO Cr 0 0 U) _j M 0 0 0 U_ CU c) M CN 0 0) CN < 00 L0 C 0 (D CY) 0 z E CL E ;.; 0 0 0 _j < _j JOB NO: 23-02469 SCALE AS NOTED SHEE7 NO. S5 0 1 �5 M ED C"I E 9 2 E 12 -2 0 -9 5 C.) 2- CL CL LZ 0 0- r') Uj ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 Z�7 INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WIB 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/ 1 Od COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WIB OR 3/8" PLYWOOD/ TYPE 2-M-W OSIB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA :5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALLo-1 DIVIDE THE CONCEALED SPACE INTO APPROX. EQ I U11Ir I AREAS. i-FLOORSYSTEM 1/2" HIGH STRENGTH OR 5/8" GYP WIB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8'O/C WALLS 1/2" GYP WIB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL FIX WD FURRING @ 24" 0.( BASEBOARD MIN. 2500 PSI CONC. SLAE MIN. PSI MAY VARY PER MUNICIPALITY 42 A' k C14 —E — 6x6 W1.4xW1.. WWF OR FIBE 'T Al ..A 4 FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE W/ ASTM D7158-CLASS G or H, or ASTM D3161 -CLASS F, IN ACCORDANCE W/ TABLE R905.2.6. 1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH1 - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER _j PLYWOOD SHEATHING _j NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO Uj 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD L LAYER 1/8" THICK. UJ U_ = vj INSULATION PER CHART ON FLOOR PLAN B R S6�,kS6,) ETAL SEAT EAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"X8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) co (n W 4"x4" INSPECTION PORT AT EACH FILL CELL TYPICAL UJ 0) AT GARAGE CONTRACTOR LO TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE GRADE `—STD. 90*H OOK (3) # 5 REBAR ON 3"CHAIR 5 � M14 _91 I (SEE DETAIL) W/3" MIN. CLEARANCE 4" TYP 2-STORY WALL SECTION REV. 03.16,21 SCALE: 3/4"=1'-0" SJ6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE JIS-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 1 Od x 11/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL ------ BAND JOIST *SIMPSON LTP4 W/ (112) 8d A 1/2" NAILS @ 24" O.C. L 1 st FLOOR WAL SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 1 Od x 11/2" TO BAND JOIST AT EA, STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER �TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL 'IT" AND CORNER DETAILS rN SCALE: N.T.S. � �6 E S6 ,�- 2ND FLOOR FRAMING - SEE DECKING SECTION J/S6 ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d 4" O/C, 2 ROWS STAGGERED 00 FLOOR T FLOOR TRUSS SEE FRAMING PLAN 00 RUSS ---WEEP SCREED SEE FRAMING PLAN INSTALLED PER MANUF. S kC 4811 IMPSON HETA20 wl (8) 1 0dx1 1/2" 2"x4" CROSS BRACE @ -7 r , '�" O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS BLOCKIN G & MIN. 4" EMBEDMENT END WALL W/ (2)1 Odx3" @ EA. END INTO 2"X4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION � �R PARALLEL TO MASONRY WALL SCALE: 3/4"=l'-O" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1- 2"x BOT. PLATE (2) 10d @ 6" OX PRE-ENGINEE FLOOR TRUS": FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. 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 WEEPSCREED u 3 INSTALLED PER. MANUF. (0 SIMPSON HETA20 W1 (8) 1 Odxl 1/2" NAILS AT EA. TRUSS W/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=V-0" RIBBONS [a DETAIL (FLOOR TRUSS) SCALE: 1 1/2"=V-0" � �6 NOTE: SEE TYPICAL WALL 1' SEE SHEATHING SECTION C/S3 FOR "I SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY— @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.1 1) 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. i, TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH — -(3) #5 CONT. ON 3" 811 11-8" 8vo CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. 15/3Z'OSB EXPOSURE I SHEATHING x PROVIDE T�� BLOCKING AS REQUIRED PER C SECTION X.X IF Lu NOT FULL -J HEIGHT SHEET- G FLOOR SYST r (2)- 2x TOP PLATE BEYOND 15137OSB EXPOSURE 1 SHEATHING LU X in SOLID 2x 0 BLOCKING n nc SHEATHING EDGES(SEE OPENING qFQTIQN X -X) W a: U _x _x _2x STUDS uj BEYON x SEE PLAN 0 0 IL I I L_ U) \�_2x4 P.T. BASE _�FIORIZONTAL PLATE BEYOND 2x RIBBON OR VERTICAL SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 318' "S"= NAIL SPACING j314"j S 1/2" /2" S S S SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO wl (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL wt (4) 8d NAILS I (2) 8d NAILS @ 3' O.C. STAGGERED FOR SHEATHING SECTION X-X IAI 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.) 'kY?'Alt 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 9" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END W JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT _j PENETRATE SURFACE MORE THAN Ys". cn z 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 or Z U. NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. wl 8d COMMON NAIL. 0 @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/ 8d COMMON NAIL TO HEADER W 0 LL W PLYWOOD SPLICES @ HEADER - NAIL SHEATHING �: >-< 0— w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. 0 0, 0 2 LL z 0 LL @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL Lu 0 N LU w 0 MEMBER IF GABLE END �L M , U) NOTE: * 8d NAILS FOR WALL SHEATHING MUST BE MIN.131"X 2112" * DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". C� WALL SHEATHING INSTALL. �6 &NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED@ 12" O/C FOR 2"x 10" 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 e 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 HORIZONTAL @ INTERVALS NOT EXCEEDING 10'-0" (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 4' 11-8.1 (3) # 5 REBAR ON 3" CHAIR 4" 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 EAEND EAEND EAEND EAEND (1) (2) (1) (2) (1) LSTA30 4-4 2) (3) (2) (2) (1) LSTA30 971 (3) , (3) (2) (3) 1 (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 ASTIM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RID 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 W/3" MIN. CLEARANCE ALTERNATE FOOTING v ry @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. S6 013 C_j iz cr) C%A (V C-5 C-4 co >e .-; = L� C= cc 4n C14 C> C14 ce), %%01111111itti, '/'�e L E 1,1/ -:I C9 ;S� No PE-,85 0 : S T I 10 0 -. 0 R 0'.0 & P.* 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 E 0 8 -, g r) 6 0 iy 0 LL r- r� 32 u. W 0 ' U, CN I i - 9 S " u- z -6;, 0 .0 z 2 cm 8 0 11 C� r- W T r z d 0 Lu 00 �; z U) Cl) IL C14 L) (0 a < 6 L) z Lffnm W k cl- G tj 99 21. -8 CD Cz 5 QX 4--J c,-, .. Lij C� U 0 all 12 -7j g E 0 E CL Ro 01 E �j �z W 0 W 3: 25 .,z Lo. ;5 xC' 15 Oki 0 _r co 0 0 T CID U-) CL 8 LO N _j 0 >.. 0 LL 0 c) 0 -0 Uj CN 0 (N 00 CV) LO ili r- A-Z CY) T_ 0 E M 0 C) z z C E E W 0- 0 0 0 _j C JOB NO 23-02469 SCALE AS NOTED SHEErNO. S6 (MONO) Uj C) C14 IM C'4 z V_ C/7 E CL iff 29 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). 1 3/4 x I I JVL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2X4 UNDER STRINGER GLUED AN NAILED TO LANDING BLOCKING D 2x4 PT NOTCH GER INTO STRINC I-Ni I D 3H --,--2x8 BLOCKING FOR STRAP L-1x4 blocking SIMPSON MSTA21 W/ (116) 1 Od NAILS FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCAL­E­T"=1'-0�' E THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS r-e%r'% M1 ^r— A k 1r% 11"NI Ik I I k 1r—r%r`%R A A 'rl ONK I 2X4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS FLOOR JOIST SYP 2X8 SYP 2x8 SYP STRINGER MUST MAKE F1 CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL GLUED TO 2x8 F SE STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER:7x 2x4 CUT ON BEVEL. DOES NOT BEAR IN WALL 2x SYP CUT TO FIT BEARS IN WALL -----2xl2 SYP BEARS IN WALL —2x6 SYP ALIGN THIS STUD WITH FACE OF 2ND RISER F_ I I 2x4 SYP BLOCKING FOR STRAP 2x4 PT NOTCHED INTO STRINGER\--�v-� (SIMPSON MTS12 w/ AND NAILED TO FLOOR WITH GLUE (14) 1 Od x 1 1/2" AT STRINGER CONTACT POINTS NAILS) CTION VIEW "All SECTION VIEW "B" SCALE: 1 V-10" SCALE: 1 1'-0" GINA THIS STUD WITH FACE OF 2nd RISER 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH SIDE) TO BOTTOM EDGE OF 2x12 STRINGER —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN J" 1-1 "_/ / // AND �' 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 STOP —2X8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS Eit I H I I ----2x4 BLOCKING FOR 2x12 r2x4 PT UNDER 2x12 ROVIDE MOISTURE OVIDE MOISTURE, PROTECTION PROTECTION ATTA H A OMPONEN TS ATTACH ALL COMPONENTS C LLC OF STAIR TO CONC. W/ 4" X ONC . W/ i. X 2 t'TAPCONS @ MAX. 32" O.C. T P 0 9 @ MAX - 32" 0. C. —ATTACH ALL COMPONENTS 1x4 GLUED AND x U OF STAIR TO CONC. W/ 4" X NAILED TO STRINGER OST 2 J" TAPCONS @ MAX. 32" O.C. 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUSTNOTTOUCH G-1 TOP OF STRINGER C� STRINGERS 2x4 BLOCKING FOR 2x12 SIMPSON A�35� CH OR LSC EACH 2x4 PT UNDER 2x12 / Z N� E>< 2X4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ 2X4 PT NOTCHED INTO STRINGER (14) 10d x 1 1/2" AND NAILED TO FLOOR WITH GLU NAILS) AT STRINGER CONTACT POINTS SECTION VIEW "D" SECTION VIEW "Ell SCALE: 1 V-10" FILLER STRIPS ADDED PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING x YP CUT TO FIT BEARS IN WALL I x12 SYP BEARS IN WALL BULLNOSE DETAIL- SCALE: 1 V-0" NGER FAI 3LUED NAILED SECTION D-D --3/4 PLYWOOD 3/4" RISER CUT TO FIT 2X4 SYP BLOCKING ON DECK MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 1 Od x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER x8 SYP GLUED AND NAILED TO FRAMING --2x4 DRAFT 2x12 STOP TREAD 2x12TREAD GLUED GLUED AND AND NAILED--\ NAILED 2X4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS I ItQx8 SYP DRYWALL STOP MUST L/NOT TOUCH STRINGERS 2X4 BLOCK IN KNEEWALL FOR 2x12 NAILING IX4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING SECTION VIEW SCALE: V-10" 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS V SCALE: 1 V-0" H 2x4 SYP I BLOCKING FOR STRAP Vzd (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) L/\t2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING SECTION VIEW SCALE: 1'-O'� F -2x4 ST( 2x4 SCALE: I"= V-0" NOTE: 2x8 DRYWALL STOP NOTSHOWN STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 11C11 SECTION VIEW SCALE: 1 1 1-01, FLOOR TRUSS OR CONN. TO BOTTOM GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACTOR PROVIDE SOLID BLOCKING (2) LAYER J" EDGE GOLD OSB OR PLYWOOD BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE OR 1 t'X16" LVL 2 X 12 BLOCKS, GLUED AND ATTACHED W/ 12d NAILS NAILED TO JOIST. @ 6" O.C. TOP, BOTTOM AND VERT. NEWEL POST. SECTION VIEW "G" SCALE: 1 V-10" SECTION VIEW F� SCALE: ill= 1 1-01; 7�7 BLOCKING STAIR CONSTRUCTION DETAILS (IF 1 IX1 7 REDUCE SCALE.5) SCALE: AS NOTED SCALE: 1 V-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, AD 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) 2X STRING� R 2X B CKING—,\ I PSON MTS 2 w/ 1 Od x 1 1/2" NAILS D OR 3 2X BLOC NG RIS R RIES ECTION VIEW "H" SCALE: 1 V-10" coll L_j iz CP C-4 0" Cn to C�4 LL_ C.1- cc C= C 6 CC 0- ce> C1,11 CIO 2 Cl> C> /v 0 0 N 'j C, -r o i-- "0 /.�' . "/% 6\ z �' -, A/ *-..0 pill- 1;11%1 To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. immom MF E 8 c,4 . EP u- W is J3 U 'W' 0 , . got .6 's. , 9 a 1 0 — � a) 0 z W OR 11 13 4- 00 i ; 2" N (0 X1 uj < W F­ - m � W 8: 0)0) r z co 0 0 W LO z 0 IL 04 z 00 U W 27 F�_ � < U) V) 'I Co (D 0 Lu Ul ca-_ V1 ZD YZ Cn .6 F_ as U 01- < oil C" z C-11 < __j E rA t' i HN E 0 < Q E 20. " so Do 0 zQ:' 2! z ims 02 z 2 <0 '00 z '0 E 'x .0 C) 12 _j 0 9 T 0 0 co LO a L0 cr - - 8 -6 CN _j ch .2 M 0 LID U- rl- co C) cc C-) 00 LO CV) 01 E (D 0 z cc z E M r_ E 0 M C JOB NO: 23-02469 SCALE AS NOTED SHEET NO. ST F3 M CT r") ii ? 5L E 0 1 8 IX4 I IL U DOOR JAMB (REFER 1x4 1/2" DRYWALL -'s DOOR JAMB (REFER 1 x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1 x4 1/2" DRYWALL TO PRODUCT P.T. T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. _\_1 APPROVAL FOR CONN. 4N. x4 P.T. x4 F2X8 X 4 E 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" ,14" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING DETAIL O.C. 2-ROWS INTO m FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH JY2 1X8 PER MANUFACTURE .1 MASONRYTHROUGH 1-1/211 DETAIL 1x8 w/ (2) ROWS 8d NAILS 3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER N - APPROVAL FOR CONN. 1 x4 1 x4 1/2' DF 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT F TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. N. 2x8 P.T. w/ (2) ROWS 3/16" �1 6" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16' O.C. & 4" FROM EACH 1x4 F] TAPCON @ 16" O.C. & _F2x8 DIST END w/ MIN. 2" EDGE DIST. FURRINI 4" FROM EACH END W/ P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ ID MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 4" ETAIL STAGGERED @ 12" O.C. 'A- 1 IAII r) P:TA I I 2x DETAIL / BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BILK.) 1 X4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8"O.C. AT BUCK A 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 :A POLY -CELL IN THIS AREA SCRIBE (NOTCH) BACKSIDE TO FIT ARCH 2x8 (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. P \_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 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 SCALE: N.T.S. INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX Tr SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK T-01' WITH 1/4" x 3 1/4"TAPCON (1 1/4" MIN. /4" MAX EMBEDMENT INTO 1�. 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) 1 Od NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B I VERT. BRACES WHEN HGT. OFT�� 1 1\ BRACE EXCEEDS 24" S B ON T LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) �O 1��ULATION 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) 1 Od 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. � �S SECTION A -A 1/4" x 3 1/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BEINSTALLED 2 x 8 45 DrAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4'MAX. RAD. SECTION B-B 8" EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC MAX. 8" PROPER INSTALLATION FILL SOLID BOTH CELLS #5 REBj (TYP,) STD. 90, HOOK (I ±5 A 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"xl 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" 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 41W 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 IMPSON (5) 12d NAILS 2X6 TO 2X4 H2.5A W/ (10) 8d NAILS v ' L" N 0 L 24 0' C* ING ATTACHED )CHEDULE NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINULC 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: SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT 7.­�., , 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. SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS 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 MANUFACTURIER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 2X4 SYP #2 CONT, (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4W WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY rL SCALE: 3/4"= V-0" �S #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 6-101" id IN ljj��Ll F . 0. . 11), GRADE z CN (2) #5 REBAR. (1-STORY) (3) #5 REBAR. (2-STORY) 16" MIN. (1-STORY) 20" MIN. (2-STORY) 01 WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" \_ FILLEDCELLPER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS kR *40* 4 v# YP.) ±2-1 THE :S #5 REBAR (TYR) #00 eTD, 90- HOOK (TYP.) FILLED CELL INSTALLATION SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA BRG WALL TYPE E ,G WALL P Z PER PLAN I I 1-3/4" TRIM PAINTED F CHANNEL SS NAIL w/ 5/16" HEAD F CHANNEL, DIA. @ 24" O.C. FASTENED PER NOTE 2 BELOW L 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"XII/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA W/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SF01 SCALE: 3/4" = V-0" FOR ALUMINUM SOFFITS �/ITH 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.* �?o + + + 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" * DOUBLE 2X4 SCAB FOR 7-16" TO 4'-0" O.H. 4 �/VQ (2) 10d NAILS @ 8" O.C. 7,1_1 TO TRUSS TOP CHORD PLYWOOD SHEATHING + + BLOCKING AS + REQUIRED TO + + SUPPORT SOFFIT + SEE ELEVATION FOR OVER HANG (MAX. 4'4')Ie�_M� SECTION @ ROOF EXTENSION SCALE: 3/4" = V-0" SS SIMPSON HTT4 W/ (18) 1 Od x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIEDW/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 3" MIN. EDGE DISTANCE RETROFIT FOR MI%'S. MSTAM STRAP SCALE: qI=1=.qWI=;:T n9 Akir) >_ z 0 (n U_ 0 LU 0 @ FIRST COURSE H Ss 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. ><I] 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W1 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6"O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NC NOTE: t[B LAP SHEATHING TO LA BOTTOM OF BAND C JOIST TYPICAL JO SIMPSON HGAM10KTA @ 12"O.C. S11 w/ (4) 1/4xl 1/2" SIDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K,O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1 st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 11/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN t7 RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1-011 51-011 ISH --#5 BAR .0 A, L L CENTERED W/ .-[ig — IN TOP HKIK 9 .0 KNOCKOUT/ N it , CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL DIRT Z A ffTANDARD 0 go HO K #5 BAR IN FILLED CELL, L, % sk- STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS 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"4" 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 314"x5" MIN. HOLE SET BAR IN EPDXY I EXISTING FOOTING RETROFIT FILLED CELL DETAIL CONC. (2) #5x6'IN FILLED CELL SAW CUT /`_A� SECTION SCALE: N.T.S. SCALE: N.T.S. er, on C-1 LW :!E-� " C. M L, C-4 ca >< LA_ cC , C-4 CP F_ co C> 00 CD C31 t,\. Q I-. --j: STA OF 0 & 10P-4A� ON To the beat 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 see]. W E 8 8 �Q -0 6 S) 0 NO u:, LL U. in Z8 0 0 2-4 0. 1 C, 0: M Lu W < W (2 z z co LO �z 3 LL IL < C3 0 00 z V) i Q) .2 Oro 4­1 L.L, .— M �.e U 0 Ln U g LU '5 -2 Elm U 93 d z E 0 90 CL CO E § zc=> ro 4-- t �, . 0 z z <- ou z W M 0 .02 120 ce) 0 M LO M CL LO Cr 8 CN ch _j *-# 0 L0 4-1 U_ 0 c) 0 Cal C'4 CY) CD L0 Cq ce) E ce) C) 0 z iri E C 2 E 0 t a. 0 _j < 0 _j )OB NO 23-02469 SCALE AS NOTED SHEET NO. SS Uj r- - .1- M 04 _C� 12 9 C" 4 8 I S C) -C*I- 0 CL E 8 C> Q_ 9-C — — — — — — — — — — — — — — — CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: CONV. FRAMED RIDGE 1 WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY BE NAILED w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB --Vol 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED W/ (2) SIMPSON HTS20 W/ (24) 10d x 1 1/2" NAILS EACH TB . . PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. CONT. ROOF SHEATHING AT TRUSS TOP BETWEEN EA. TRUSS MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. A -----/—WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. —PORCH SLAB SEE FOUNDATION PLAN 411 V-4" EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE PORCH SILL (*�15 SCALE: N.T.S. DIAGONAL AT 81-011 MAX WOOD TRUSS VERTICAL SCAB 2 x 6 #2 S P F 48" 0. C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A W/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2X6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-O"O.C. MAX. W/ (3) 1 Od COMMON TOENAILS TO BEAM 2X4 CONT. AT—/ CONC.MASONRY T & B CHORD STE EL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR REQ'D STAIR INFO. FOR BRG. OR NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP 2" CL LU 4 z 'Cr EE PORCH SLAB SEE CL N FOUNDATION PLAN LU & B (2) #5's CONT. T&B Uj U) 2 —z Uj _3 W/ #3 STIRRUPS AT I t z H 4'-0" WHEN DEPTH EXCEEDS 30" 0" —LOWER OR "k GARAGE SLAB 1'-4" L SEE PLAN LARGE STEP DOWNrj7_-� SCALE: N.T.S. SCALE: N.T.S. 3 2X4 STUDS W/ SIMPSON SP1 W/ (10) 1 Od NAILS AT BASE SEE J/S6 FOR MORE INFO. ROOF SEE SHEATHING PLAN 2X4 BLOCKING BETWEEN TRUSSES 'E AN SHI SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER HIP �RUSSES SIDE OR BOTH IF REQ'D) Yo, G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. z 0 _j LU LU WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION 41' PORCH SLAB SEE FOUNDATION PLAN 1'4" SEE PLAN EXTEND SLAB 1 1/2" (2) #5's CONT. T& B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" DE 2 z 04 ENTRY PORCH SILL 2 rl 4 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY ABOVE MASONRY INTEGRATE M KNEEWALL IN MAIN HOUSE REQUIRED MASONRY KN COURSES W/ W/ (1) #5 CONT REQ'D @ MID ASONRY TO CMU BASE OR PIER SEE FLOOR PER ELEVATION IF PLAN FOR COLUMN INFO EE WALL MAX 3 TOP K.O, COURSE CM U BASE W/ (1) #5 . FILLED CELL VERTICAL EACH SPAN MAX 6'-8" CORNER FILLED kMAX3 SOLID. SEE ELEV. \-FCOURSE FOR BASE SIZE (3) #5's EA. WAY---\ 8'. kSLAB PORCH SLAB SEE FOUNDATION PLAN LEVEL (2) #5's CONT T&B w/ 3W . SEE CUT CONTRACTOR TO INSTALL #3 STIRRUPS AT 4'-0" MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH MORE INFO ALONG W/ PITCHING SLAB EXCEEDS.30 1'4" t' 0� TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL r16 SCALE: N.T.S. SIMPSON LSTA18 W/ (12) 1 Old NAILS CENTERED AT SPLITTOTIE BEAMS TOGETHEF SEE FLOOR PLAN FOR COLUMN SIZI & ADDITIONAL INFI EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 W/ (22) 10d NAILS OR SIMPSON MTS12 W/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION ('�2 2� SCALE: N.T.S. TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND LOCK FACE E N SLAB 1 1/2" 31 M PSON H UC41 0 W/ (14) I,SEE PLAN 1, I FOR CANT.1 6d INTO HEADER & (6) — Od INTO BEAM - SEE iOOF PLAN FOR MORE NFO L,--4— SEE FLOOR PLAN FOR COLUMN SIZE& BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE& BASE INDICATED ON BM. CONNECTION INFO, OPTION A OPTION B OPTION C SCHEDULEIPLAN COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON (2) HTS20 W/ (14) 1 Od NAI LS TYP. U. N. 0. SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) ION 0' 0 CORNER SEE FOUNDATION L�_ PLAN FOR MORE INFO 511 COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. 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 A-N VARIES W/ :Z:� \49 ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEARTRANSFER 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) 1 Od 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) 1 Od 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 W1 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 (TYPICAL) F SECTION AT LOW ROO SCALE: 1/2" 1'-0" Y2" CDX PLYWOOD OR Y16" O-S-B- SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. RUSS/ _kp I OP WALL \-nEE PLAN M IN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2X4 #2 SYP P.T. PLATE W/ EPDXY ANCHOR OR J-BOLT OR Y2" TITEN HID 21 ANCHOR @ 24" O.C. W/ SEE PLAN MAX. MIN. 6" EMBEDMENT 24" STEPS % A x x A SEE PLAN FOR OPT. . 4 STAIR INFO. IF A CONCRETE STAIRS 4 MAIN HOUSE FORMED & POURED 1 4 Ai SLAB W/ (1) #5 EACH STEP 40 4 (2) #5's CONT. T&B A W/ #3 STIRRUPS AT . - .4 A 41-0" WHEN DEPTH v 4 4 A 4 EXCEEDS 30" 4. v . A� A A. z GARAGE OR LOWER SLAB SEE PLAN Apr- N 1'4" SECTION GARAGE MONO( 21 SCALE: N.T.S. CV2 Cn C*4 ac E =_ =- r— C= cc C_�' Cn 0-4 -= = U_ >< a- C1,4 �C- E C2 Cc Cut U CD E C%j CIO 7 -7 5 STA E oF - () - . . R1 F\ - �%%% %% IwO To the best of the Engineees knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a W E 8 6 9 R W r4� gr- 0 -5 .' 0 (n '- � -f LU 0 N C�- 4 U- 0. Cq U_ 0 Z -a co M W 02 - W ' _j r- z Ci tr) cl z 0 Lu 0 F: N ..< z oul-11-11-1 M 0 < N fun ;0_1 I 0 C1 0 a) a: 4-J co . LU 's W 0 0_§ V11 (10 CD U - cl'� U_ E 0 E ca I- fv 20 cs 0 Q E 0 0 0 x W C,.;, ro 0 M 0 z WCS 0 9� R� �9 UT A Z�3 Cl> IM 5 'S C 2 e co 0 qtM 0 (D C) co Ul) M CN U") 0 Cr 0 0 11 F 4 %ft-01 LL 0 0 r*-- Ict -,he c) 0 M CNI 0 0 00 LO < Cf) 0 E 41 CD CIO r_ C) 0 z z E CY) E 0 JOB NO: 23-02469 SCALE: AS NOTED. SHEETNO. D1 (MONO) (2)- 12d � TOENAILS 2x4 GABLE END FLOOR TRUSS SEE R/S6 FOR TO TRUSS TOP MASONRY WALL TO EXT. SHEATHING Q BELOW AND ALT. FLUSH W/ TOP BLOCKING INFO SEE FOR 2 OF MASONRY & 8d 1. BLOCKING NAILS T/B FLANGE l FLOOR APPLY SUB + DETAILS 2x STUDS © ADHESIVE TO 2x4 CONTACT SURFACE Qq 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FLOOR SYSTEM FRAMING PLAN FOR I -JOIST AT 48" O.C. SEE PLAN OR FLOOR TRUSS FOR BETWEEN JOISTS .. .. CORRECT BLOCKING w/ (3) 12d EA. END — — — — — — — — — — — — — — — G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. 1/2" GYP. BOARD OR BLOCKING EXTERIOR STRUCTURAL 1-1/8" RIM BOARD (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d ' ' • NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") ON FLOOR SYSTEM TO MASONRY WALL VERIFY W/ PLAN JOIST SEE PLAN 8d NAILS @ 3" O.C. BELOW. IF WOOD WALL IS BELOW USE (2) WALL SHEATHING r.- (2) 12d TOE NAILS TOP SIMPSON MSTA36 STRAPS w/ (26) 10d TO RIM BOARD & BOTT. CHORD NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). SCALE: N.T.S. AJS BLOCKING PANEL @ 24" SCALE: N.T.S. GABLE END RIM JOIST O.C. (MAX) AND @EACH r END OF WALL UNDER SEE SS FOR RETROFIT SEE R/S6 FOR CONNECTION IF MSTAM36 CONNECTION INFO TO CORNERS SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL E - 10d TOE NAILS EACH SIDE FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE JAMB STUD SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR AO SIMPSON SP2 w/ (12) 10d NAILS CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED REQ'D TYP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. SIMPSON LSTA24 w/(1$) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED T-YO o.0P � . 2 - 2 x 4 SPF � SIMPSON CS16 w/ MIN. 12" END SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR C 1 SIMPSON LSTA30 w/ 22 10 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. () ( ) q TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE NAILS TO STUDS BELOW. THEN DOWN THE FACE OF 2 x 4 #2 SPF STUDS HEADER/ STUDS (2) 2x HEADER SEE PLAN C AT 16" O.C. U.N.O. O SIMPSON SP1 w/ (10) 10d NAILS INTERIOR HEADER (2) 2x HEADER G MIN (3) 2x #2 SPF STUDS @ (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM END 3) HEADER SEE S FOR EXTERIOR HEADERS EACH END W/ 7" EMBEDMENT. IF REQ'D JAMB INFO (1) 2x SILL PLATE W/ (2) 12d TOENAILS. AT STEP DOWN LOCATION, MIN T' OPENING LARGER THAN 4 ft (2) 2x 2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) BASE PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF C B H B C FLOOR SYSTEM SP6 FR 2x6 WALL OR BEAM WALLOAT EACHSTUD AT HEADERWALL, SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, JAMB CONDITION OR IF BUILT-UP FEET BUT NOT EXCEEDING 6 FEET, (2) - 2 x 4 SPFA.B. TO 2X CRIPPLE AT EACH END OF STUDS ARE w/IN WALL SYSTEM A r r OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS TOP PLATES BE SPACED W/IN 6" FROM OPENINGS TO BE INSTALLED AT EACH END. AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8 O.C. g G INTERIOR HEADER TYPICAL BLOCK WALL PLYWOOD ATTACHED PER LE 2 x 4 #2 SPF STUDS \ ` O (1) 2x SILL PLATE W/ (2) 12dTOENAILS. NAILING SCHEDULE AT 16 O.C. U.N.O. (2) 2x HEADER G EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN SIMPSON MSTAM36 W/ 7 --%� E F np F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. () TIE BEAM 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE 10d NAILS & (4) 1/4"x2 1/4" D PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS �,BASEPROVIDE BLOCKING g" 1 SEE FOUND. PLAN FOR FTG. REQ. STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE rj FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF SEE 8/D-2 FOR ALT. CONDITION, DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 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 (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 FLOOR DECK W/ 10d NAILS @ 8"o.c' \ \ \ FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM r9 SCALE: N.T.S. HEADER CONN. @ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. 101 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 r; ; FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] r10 SYSTEM 42 SCALE: N.T.S. (1) SIMPSON LSTA30 w/ (22) SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS U.N.O. ON PLAN 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 2X CONT. RIBBON 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 TYPICAL BLOCK FLOOR DECK 2x CRIPPLE AT EA. INFO WALL END OF OPENING SIMPSON LSTA30 w/ (11) 10d FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE (2) SIMPSON MSTAM36 w/ 1-JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK (7) 10d NAILS & (4) 1/4"x2 TIE BEAM @ 8 o.c. FLOOR TRUSS/ I -JOIST SEE PLAN 1/4" TITENS SIMPSON LSTA30 FROM WINDOW JAMB TO PROVIDE BLOCKING FLOOR TRUSS/ SOLID BELOW JAMBS 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 GIRDER/COL. CONN. @dyN 2nd FLOOR 3 HEADER CONN. 2nd FLOOR 4 SCALE: N.T.S. SCALE: N.T.S. SEE PLAN FOR CONN. SEE PLAN FOR COL. SIZE I I I NAILING AREA (TYP.) (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER II (BLOCK SOLID) SEE PLAN FOR I I COL. SIZE _ T = SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ .._ MIN. 6" EMBEDMENT SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. @ GIRDER r7 SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2 WS 10d @ 311 O/ A xrF TOP SPLICE PROVIDE 2x4 ONE 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. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTI01 OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT CLIPS) NAIL BACK LEG OF CIPPLE HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUT% DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C. TYP T & B (2) 2 x #2 1 SYP U.N.O. - / 2xCONT. T&B 2x CRIPPLES TC MATCHJACK STUDS BELOW (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. i BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT ZL TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE *PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 w/ (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) A "Ill 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 4'4" 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. JDOUBLE 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @3"O.C. 11 crs N , C !V W I� Q � L c-+ a " C= ..- w o m = d Wd C2 v _• d � 3 � 7 C O d �p o. o a � 0 ���a�oeesar:aa,, o '•��` IV �f w Gj)• •No �S o-vr �. '74 y : Ylr 3 7- ^ < ti To the best of the Enpineers 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. � p. o E Yf N 0 CO1 r� Q.41 Nd) °0 LL W LLl di aq yNiv W a a r Lti a L z Z Z Lrov O 0 N (p m 0 Z Z U 2 3: Z W 0 N th z � a LLj 'U O c� � E s I Q �0 15 gg z Z Z M 6JL E o i o �o wZ® <s r I— rd CL s uO K 00 �V SEwz .n t o < w .0 �- C S 10 Y Y Z z OD J ab 'aw �z 8 aZ WT N Q� �o M W �Iw z% } o. u3 CO = O a O ICU Ul) N 0 � Q Cr 0 N ch m a N �—' o Lid U c) O < ca O 00 N Ln N Q M �_ n r- E E M Z MCD E M U a � ¢ p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. D2 T3 C1 M C14 P3 LO CN CM -112 IR 0 t7, CD E E2 0 L'I 00 C'4 CD 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 WINDOWBUCKTO OUTSIDE EDGE OF MASONRY WINDOW BUCK 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME VANDOWBUCK 5 WINDOW BUC ACROSS WINDOW BUCK END To AND EXTEND TO -WINDOWFRAME RY MASONRY ATTACHED .71 PER CODE ) S :ALANT 6) TOOLED SEALANT .' r REQUIREMENTS BEAD BRIDGING D " GNG NG AND WINDOW 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 HOUSEVJRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE 'V'SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 0602 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1 . Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape 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 SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as # in each detail that corresponds to the numbered items in the list oqRstructions below: 1 . Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary NAILING FLANGE SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT SLOPED MUD BED - VINYL SHOWER PAN ''n WEATHER JE BARRIER & tARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN ---, OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOKE UNDER DECKING (SEE DETAIL WP07) ED FLASHING SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER MEMO SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4%11" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN t UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) E kM SELF-ADHER Q 1'4" PER PLAN SHOWER SEAT 14 551 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER Z Z a- CL W W [L Q­ 1-- U) m Cn a LL1 ji- 0 uJ IX Cr LU U) 3: 0 DOOR ROUGH OPENING - 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD Id :LF-ADHERED FLASHING XCH HERED FLASHING 2 4 5 I X PLASTER STOP CONTINUOUS BACKER ROD & SEALANT WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) I include flashing as described in Section R703.4. SELF -ADHERED FLASHING R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of -EXTERIOR CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. W 11 R E IL A T H R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based 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. SELF -ADHERED FLASHING CEMT. FINISH SILL] POTSHELF/ CHIMNEY SHOULDER ISO Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED s NEEDED IN CORNER ADHESIVE ASPHALT ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING SELF -ADHERED FLASHING----,,,,, 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 SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with (BEFORE FOLDING. SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) contraction, ASTMC1 281, 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: l. I.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more o the 2 pr. following: I 5 1.1 The fenestration manufacturers installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturers instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING INSIDE CORNER Jim 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4. Conti nuou sly above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in autters. FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DIP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR 13ARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE, DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTI LEVER 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 1LJ SF LATH ER STOP A NUOUS BACKER ROD LAW NTITIOUS FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC 1063 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 ASTMC 1063 Building Paper 7/16" 0. 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 V% C Q C� CM ort W -G Oct >< t 72 - C`4 3r. -T -- T -e ::. E CP Co E CN C=> C-�! ,I co N L C 41 7 0 * - : Ar 4-r- a F JFI ij �k A '-rrtt 1111311 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florfda Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 W E 9 0 u. Lo V) Z I? W CN C, 6 u- Z 5r 0 0 10 CLL A Ox 10, Co Lu CN P g W CD < �: W - Z co 0 0 w u') IL Z CN < 0 do 000 ZW 0 a F " I CO § a 2 < V) ;jlf M 0 4--J ra C� 0 Ln U) ra LU 0 - U Of C=) 9? -� Z 0 0 Z E g. 11 ip 0 �w 1, ?a C3 � U tua Z E 0 Z, W Z I- =1 E cl� 0L co 0 (0 LO CY) :3 N a- 0 LO 0 -6 _J ch 2 CD 0 LO LIL r**- U C) M 0 0 C14 100 0 0) N 00 C14 < 1.0 M E ca a 0 Z Z E M M 13- E ;,; 0 0 '0 W 0 -1 < 0 1 -J JOB NO: 23-02469 SCALE AS NOTED SHEET NO. WP1 Mounting Brackets (10 Giifiuge� +1/2'x4-1!2'x2-12" BaCk Cross Support See Anchor SLhedule (May be cut to W) Right BlaCket (16 Gauge) Belts 1/2" Dia A325 Gaiv. fTyp') #14Self-Drilling A/C Unit Bottum Edge Hurricane Strap Washins Jypicak 3 in front) Front Cross Support Self-l.ocking Nuts (May be cut to W) Left Bracket 0 6 Gauge) # 14 Sel -Drillng Screws Thru Brackets 8 Back Cross Support Into AIC Unit Bottom Side (Typical: 3 each side for hurricane uso) SIX-fi, enolallo.o. 4_u_r­­ .,tj".h 11.16'au"lu, a", Ra" Sod Dalmoriall; valit" exports request in sea spill Florida Department of Business III Professional Regulation P*V i af� Building Codes and Standards 1211=2 Product Approval Application Distiell NJ 2ni at nuat variation Iffilinufateurm Contact validated By zddmw siominod F&C Approval Aparp AffirmatiO 2020 smut Vont produce, Ina NOW Golloorn HaAmeall' N-PM. Looks aWdran P E i2MWO20 12M0020 1212SM20 Approved (877) 441-83" PE-n776 (334)3MI600 SailliCitagory: producer Introduced sea Result of InfolliMamortvant conin NAM, Technology compliternea -.* Evakeb. Rrtpewi torn o Floddle registered ArChRool W a U--d Florida PLA622MOPh,h,,b proreseanal Engineer QLIWMr Assurance &Amsukswwm Acalroved for 1. MvKZ Use Amend fat LIN ouldo KIM kwm fistaligiles Dmian IF- - - Deal Function Flood and Ventlatior, Vant l2i3l/2= Y. Y. MiA .100AIDO 2 8-dVord Mod.� 0 540-:11 Net Fundort Plead and VOnfliml. Vern IZOM023 Y. Y. MIA .100AIDO 3 amorlVent Made 01540- 20 Flood Yont 20112023 iz,31117M yes Y" MIA *110DI-'100 4 -dV-t Made #1540421 2ulatod In ithrod Flood Vent Y. N/A 00 00 5 sment , Vern Mod., 41540�524 lS&qu ;GxnagoD=F1dodVat 1 2/3110023 1 Y. N/A MIA 6 amutViln: Model OMS40 570 wood Lit In milstol Flood Vent 1 201112023 yes Yea NIA .10D/1100 7 SmartrVent Modu 01540 S74 aii.g.0-foodVant 12G,1=23 Y. Y. MIA MJA Florida Department of Businewed; & Professional Regulation pawl all Building Codes and Standards Product Approval Appliestlon Detall 'R itI I.. ... ... . :� �2 "f� 11� - k' refit lr*N or R92 no DUOPUNIM 2" vorearen valatisim rMAINt Enrinaver A I.Joariesi YAWANik validated agomu EOQAMMK A-,d FraivIN. 232a Drexel Metals. Inc. j� Shurnato Zachary R, Preal Locke Samoan P E oamo/2020 OWRI202D 08120,7020 10,13=20 Approved catrigory: Roaring =21 303-1311 PE-74021 (3341300-1800 $UbCXOWV: Me Id Fiddling i1hurnoterillf"..M.- Compliance Molh! Evaluation Report ft. a Florida Registered Archlrect of . Law and Forlde FL*11BY241affl-dL,I, Prollosoicnai engineer or Nam dualkyA�ome Froxi Dinkilladon contract sorstalu, ApartunsifforUser Olds In HvKZ Appronivillar We Out" Hills looser R4md..i D@dM, proak� '=Aturow .ofing Systems DUC 1001,18, DMC 15069. DMC 175S. DMC 2008, i2f3l(2025 Y. No MIA �omao DMC 5V Florida Department of Business & Professional Regulation Paoe2of,l Building Codes and Standards Product Approval Application Detail Qft &*ft or an 20 Dag Finland au gnm VildAd 81 submitted FEC Azaaraval agomkIN A" Fro,vi., 2020 Sme Jappersorn Lyndon f. Schnildt. RE. RYM J long. PL E. OVI WN21 12131t"20 04,22)2021 DIVOWD21 Approved cattrocry: exual., 0- We) 645-7028 PE-Olms (8131787-0556 Subcategory: Soringing; Exterior Door Asseftho surepaternothernostruc Compliance Mdbod: Evoltiatlon Report fron, a am Floods Registered Architect W a Licensed Florida Profeaduchas Engineer SAMUAALB96" Conigh, A-, A,,,,,d for Use A -,Id far thas k3od 219W ASA r sit Eased or N_ Product Conecdcloon 29olcsita !rptz In HVHZ Word, HVHZ Registers pressuire 1 TharAne-11n, Ption-Chifto and SnAca"u, Nominal Q&M�ll gqu(*, Impact8quot. Opaque No Y. Composite Edge Fbanglos. Share D= (Irawqt(oxrodno� X configuration) 2 0 Thurne-Tru Foor-Coisve and Soncraft,3181 Nominal aWMA Jkquok I.Prictilqual: Opaque 12131=8 No ya, yo, WA Composite Edge Flearguass Singer Door Alth "INKIII onsoolrolOutoMflii: XO OX w OXO 3 t Thermi-Ttu Fiber-Clestric and Srnootl�Olor Nomillill "1091 Soldr lorprodifiluis. Opaque l2t3lrMO No Yes Y" NIA Compares Edge Fiberglus Double Door with Or �m.t siddi. th-10,91aut-1.1; XX - DXxO configurations) d. Th.-Inj Fibear-Ce.... Ad Nominal a&wm:o &QU(Cimpectiketuat opaque 12`31/2028 No Y. Y.. WA Corlp"is Edge Floorght" Single Door Oh�ngfwswlng; A toniffurwbonti 5 Th.-T. Flb.-C%.,Ie ad S..Nh.Str Nominal a&1039,0 ilaud;Impacubul-t Opaque 43F3112M No Y. Y. N/A CWV406 Edge Fiberglass Single Door with 9doillonisr)(In"nglOutoolng;X0 OX.OXO econg.'ation.) 6 f Thimmil-Tru Fib"assie and SmootinStar Norninal 89#39,0 lowclimprotoquat Opsou- imi/2026 No Y" yo. WA Campoon. Edg. Fit,inglass Dooble Door vith or � our Wait. dn"nViOubook,fl. XX or CXKO -figunilione. I a. lb-Tru Rber-ConsIc ad Smw$-Wat Naminal GAR39 11 Lauct.1moulsquak Glued 12F3112MG Me Y. Yea WA Composite Edge Reweave single Door i1nommWounswift'll: X Configuration) I ft. Therms-Tru FIbear-Clossic are Smooth-Stor Memorial 61141139S Squat.loopactsufuct. Grousead 1213VIO26 No Y. Yes WA Composite Edge Floorghiss Single Dealt kh ,RIWit(s) 0MM"Polle-Ing: XO. Oxor OXO configuration J 9 1. Thimma-Tru Fiber-Clanic and Snocath-Stu Nominal 64#39.6 Glazed 12131/2M No Y" Y"s WA Compoot. Edge Fibegle. Doubb. Door vorth or Aar out redeem flnuMnWOutealng, XX or OXKO configuration.), 10 1 Thermo-Tnu Fibar-Cliol. -0 I.n. aax3g4,o eold;impactuet Glued 1?41112024 No Y. Y. N/A Composite Edge Fiberglass shole, Door (In"noWsw1w X conlourrotoo) 11 1 Therme-TwFitter-CloorictinditknooblSts, Nominia 881M.0 &quel;Impectilicstat. Glausal 1213112026 NO Y" yes WA Corroosts, Edae Fiberglass Single Door with Stmfts) InwhoiOutseing: XO, OX a OXO coologuniti-) 12 1 Tinamno4n, Fibar-Clasuc end Snooh,&V Hamner OWd 1203112020 No Y. Y. WA Composite Edge Flungkii, Double Door WIM or without Wrolites OnisongfOutoolng. XX a OXXO confloursionol 13 An Thum.-Trullber-Cl-si-cIR-alkh-Star Norninal G&AW.8 &WOLIM"cumuct Glued IWV20211 No Y. Y.. NVA MDkbd Open Companies Ede* Fiberfox" Shgk o- fin ryou onving: X configuration) n. Thon-7A, Rbv-Cft"c and Smooth -Star Human= Glazed 12f3112026 4"'39"' No Y. Y. NIA Makled Op. Composite Edge Fibeigis. Single 0- With Glued Molded open SIMAl.) (In"'OADA-Ing, XO' OX or OXO "le-U-) 15 a- Tho�Tru Rbor-Cluse &Ad Smooth -Star Marrinal IAIMB 9q1d*,p-d1u*u-L cruse 12131)2TA No ya Y" WA Moadod Open Composile Edge Fibinglass Double Door v4th . without Glazed Moldd Op. Sowass (IraA0nJ1Outv.1.glXKof =0 oonflourd0la) is p. Therma-Im Fiber-ClosiWound Smoolfi-Ster Menthol 6801,391.8 44olot:11""OUAllot 01,11,4114 1213112M No Y_ Y_ MIA Campanile Edge Rleger. 91.0. 0- fth Molded Open Sid it@[$) (InewInoCurawnri: XO OX or OXO 17 q. Thiamelm FlIber-Classr &.it Sinooth-Suar Mannino GAR30:11 41ouct:"cUlucriot. Opaque iM`112026 NO Y" Y. MIA composite Edge Flibloolass Double Dwft or without Gleard Mooed Open Sidakes (InsedngfCuwlng� XX or OXKO ocarfliNtattions) Florida Department of Business & Professional Regulation Palmieri Building Codes and Standards Irr= Product Approval Application cultail AOW �rnl �Itl - fl"l k Qo 111I am 2111, 0.90 poncena 291 ZU111 VU,, magodelaim raguA YAWASLik YAUMN mwml= LIGAgamid Amand mi" Revision 2020 KT Industrial Jwa Rwm* h4orril-Dolus KCO - CER Mland-DoIl. OCCO - VAL lltlWM20 101211no2o 1142442020 Apv-d cawsuar� rinontercoare (20)48"06 (160) 315-2510 subcategory: fuding Eituado, Door Aftemlolles Comik�lAdhod! Cortillesdoi, Mada a LMmg Quistint Amer- A ...... d for Us, Approved few Use lifiefol RUIE NodK *"or or Name Prrallwl Doracriptlern cuaxt�= Deas 1, HvHr We* R"148.t F_ TO (Large Mooll. Impatal) Mnyl Slaing Glass Door Y. Year Y- WA March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEET(2023) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the Information and approval numbers on the building components listed below If they will be utilized on the construction project for which you are applying 1br a Category/Subcategory Manufacturer P rodu ct De scri ptl on Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS ITherm A. SWINGING aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2026' The ram aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2026 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248. 10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248. 11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL1 1537.1 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 10/812023 PGT Series 5500 FL239.2 NIA 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psif 6/2212023 B. HORIZONTAL SLIDER Mi Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/1612024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5/2512031 C. FIXE D MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/1512024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/2512031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 111 5/2612026 E. OTHER 3. PANEL WALL A. SIDIN James Hardie Building Prod. Cemplank Lap Siding and HardlePlank Lap Siding FL13192.1 - FL1 3192.2 NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL1 5272.2 +�5.0/45.0 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. AS P HA LT S HI NGLE S GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2025 B. UNDERLAYMENTS Tamko (1br Shingle Roop 151b Felt Underlayment FL12328 NIA 6/29/2023 Plyglass USA, Inc. (for Tile Roof) POLYSTICK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Pmducts, Inc Vent RV10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA4 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 10ONS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +Ot-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL1 5076.2 NIA 12/31/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 111 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Stmng-ne see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1 999.4 NIA 12/31/2024 MlTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 10/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 WA 5/25(2024 The products listed below did not dem onstrate product appmval 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 appmval, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Dietall P&G. 1 of 3 V25022 aN's 9M am 291 EMM peond Ina Do Version MarrunuctunIr conw Enalrear & 1.1cense Validated submitted FSC; Approval Ancenowed BMW Reonsion 2020 Thotme-Tnu Corporiaborn Steve Josporson Lyndon F SchoriclL P E. Ryan J King PE. OV231=0 07MV= 07/29=0 101131= Approved Caurgeirr. Exterior Doors (800l $43-7628 PE-43409 t813) 7874WW SulaCateopry. SAunging Exbroncar Dow Assenblies slasporsonflifthermat. co Compliance MW*d: Evaluation Report from a An Florida Registered Architse ce a Licensed Florida 11111.1120,17040 Professional Eng- Produces 6-9 Iflumber a, Norms !1=Mber.CkxNsx; FarrefluctDificription CoalfractErsailration aUJIML&JRWAM Daft A­� U &g&0LVJJJgLM Outside HVHZ A= Resistant 21= Pressure I and Smooth -Stu Nomino I 6&#*.B ftuotimpactisitti Operator, 12131=2 Y- Yale Y" WA Composite Edge Fiberglass Single Door (ImavvnWOu1%AMAg; X configuration) 2 b Thermo-Tru FI bor-Classio and Smooth-Ster Nominal 0&#W.$ AquoOmpactilliqual; Opaque, IM112022 Yes Y" Y" WA Composite Edge Fiberglass Single Door vAth Sidefte(a) (lorpowingtOut-ing: XO, OX or OXO configure ) =30,8 a c. Therma-Tru Fliber-Closelo and Smoolh-Spor Morning' ILquot;IMPSOAquot; Opaque 12J3It2= Yes yas yes NIA Composite Edge Fiberglass Double Door vith or Without Slaisairm; (IrdinvIng/Oultarvirog; XX or OXXO conflourstions) 4 d Thearma-TAu F-1 tworClassic and Smooth -Star Nominal S&MO fliquoitimpactillquat Opaque 12f3l= Yore Yale Year NfA Composite Edge Fiberglass Single Door OnsohinalOurtmoring; X configuration) 5 A Th-T. Rber-Clualp. Ad Smooth -Star Nominal EA#3QO Squotimpoictliquot Oponquie 17J31= yes Y- Yea, WA OXO configurations) 6 f Thearma-Tru FibarZiasok and Smocto.Star Nominal 8&039,,0 11quict;Impactillquat; Opaque, lv3l= Y- yed, Yen, WA Composts Edge Fiberglass Double Door Won or vothout Socialites (IninvingrOuteuving: X(or O)D(O configurations) 7 g Thermat.Tru FIbsr�CIassIc; and Smoolm-Stor Nominal S&M.9 Iliquorimpactillquot, Glazed 1 2J31 r2m Yea. Yale Yee NIA Composite Edge Fiberglass Single Door (Inalvanwoutionfing; X configuration) 8 h, Thearronal-T ru Fiber-Chlasia, and Smixoth-Star Nominal sifts*� 8 Glazed imir2w yes yans, Year WA Composite Edge Fiberglass Single Door Ykth Sidelita(s) (InawnglOutervang. XO, OX or QXO configurations) 9 1 Thorn-4-Tru Fiber-Clionsio and Smooth -Sear Nominal 6&#*.$ 9quatImisictliquol; Glued 12131=2 Yen; Yale Year NIA Composite Edge Fiberglass couple Door vAth or ,nithout Sloalifted (Inknoving/Clubonving; AX or OXXO conflifurallons) 10 1 Therme-Tru Fiber-Claresic and Smooth -Star NOmnsIM*3Q,0&quot;Impact& ort;Glsz*d 1 V31 Yes yes Y" WA Cornzile Edge Fiberglass Singl"Doot (I nonvinglOurtanving; X configunitien) I I k Tharmo.lru Floor-Cusuric and Smooth-Stor Nominal BILS39,I) SquorimpactiLlitimr, Glazed 12/31=2 Yu Yes Y" NIA Composite Edge Fiberglass Single Door WM ScIallitor(s) linowng/Outroang. )(0. OX or QKO coulfig"hoolons) 12 1. Therrins-Tru Fiblar-Clonsoc and SM=th-%KF Nominal "039. D &quot Impsorloquat Glazed 1 V311 r2= Y on, yes yes WA Composite Edge Fiberglass Double Do�,,tth at vathout Sidelifies (Inanivirs/Oubraving: XX or 0)0(0 coni"ger"Itions) 13 rn lhonrr;�Tfu Fibler-ChRRIC and Snoloorth-Star Nominal W39,11 liquocintpactillquol: Opaque I 2t3l Y ft Y" Y" NIA Compoehe Edge Fuerli tax Single Door With liquot.'Nort-Impoictliquot. Sidiollion(s) insaining(Ourtmenng; XO, OX or OXOconfigurations) 14 n Thearme-Tru Rbar-Closai. and Smearth-Shor Nominal 6&039,8 IficaucklArpectilquot Opaquia I V31 Q2022 yed. Y" yed WA Composite Edge Fiberglass Dolublo Door union MuotNon-ImpacAquot, Sidelites (Inswraf0unswila; OXXO configuration) 15 a Therme-Tni; F, ber-Cloulaut; no Selsooth-Star Nominal 8&#*,0 Ifinuot.Impactistilict, Opentrum 1 Ml r2022 Yea yes, yas IWA Composite Edge Fiberglass Single Door Wth 8quot;Ncari-Impactillquat; Sadolder(s) OnownWOurepovinill; XO, OX or OXOconfiguratiors) I B IF. Therma.Tru Fibler.Classac and Smaxoth-Star Nominal 8&#W;O aquot;Impactillqua Oposquis 1 2J3112022 yes Y" yea NIA Composite Edge Fiberglass, OWN. Door .410 SiquorrNpIIJAnprictilquot; SIdelftes (InsWing(Ourtsvoing; OXXO configunition) 17 q TFoArria-l'n.i Fbear-Cluien, and Smooth -Star Opaque 1 Z131 r= yes yes No NIA Composite Edge Fiberglass Single Door (I mAninglOutionvinit; X configuration) 18 r ThonnorTru Filook-Classo; and StIocith-Staf Nominal 011,111*8 &quoLNon-IA`P"dqsQ"0tL Opaque l2t3l= yes Yes No NIA inoculate e ibarglass Single Door vvb ,9dWWs) OnevvinghOuboving, XO, OX or OXO configunations) 19 a Theralki-I'm FAMpt-Clown; and SiAlooth-Star Nominal "", 8 04cluot, Non-ImpliaAcluct, Opaque 121311= Yes Y" No WA Comporous Edge Fiberglass, Double Cow With or villhout Sluelites (Invising/Oulsoving� XX or OXXQ conti unabons) P 20 t Thermix-Tw Fiber-Clartu; arid Smooth -Star in I"09.08quotNon-Impectl5nquot, Opaque Nom at IMIQ= Yes yes No NfA Composite Edge Fiberglass Single Door (Inarnmonglourerm-9; X config.'st-) 21 u Therma-Tru Fiber -Classic and SmDoth-Star Nominal 880139r.0 &qwtNon-Impsa*uc%� Opaque Inlr2= Yn Y" No WA Composite Edge Fiberglass Single Door wft Sclarlius(s) (IntownplCubmirg: XO, OX or OXO conflo 'national 22 The-Tru Filbor-CliNimi-al Smcioth4ilha, Ner-ril SAN99;o1squaltNon-IrApectIliquot; Oprooliva, 12131r2= Y- yes N. MIA Composite Edge Fiberglass Double DoorWth or voithout Sidelits" OnsaininalOvananno: )C(or OXXO configuninio 23 Themno-Tw Fibor-Claresic and Smooth -Star Ngmlnal Z=s) 6F Glazed 12J31r= Ym yes NO NIA l=;lmpJa.t&qiuA- t:: Composts, N a Door X configuration) 24 x- Thermix-Tru Filber-Clarowa; and Smooth -Star Nominal 060eil flquothlon-Insaictliquot; Glazed 121311=2 Y" yes No NIA Composite Edge Fiberglass Single Door with SIdel kar(a) flm*Wn;POwdoWo%L XO, OX or OXO oonfoguralions) 25 y. Thenina -Tru Fitier-Classia, and Sn000dr�Sar Nominal 59039;8 IsquotNon, ImpactIstuorl; Glazed 12131r= yes, Yes No NIA Composite Edge Flbwglfts Double Door vAlh at wthout Sidolitea, (Irsonning(Oultraving, XX a OXXO configurairons) 26 L Thonma.'rm Flb0r.02"C and SoAcioltv-Seer Noollfuld 8&*N:O IsquotAlon-Impactiliquat; Glued 12f3lr2= Yea Year No MIA Composite Edge Fiberglass Single Door [I X configuration) 27 ze Ther" Tru Few Classic and smooth Star Nominal WWI) SquatNon, ImprocrAquot Glued 12/31rg= Yee yane No N/A Composets Ealgle Fibeirglissa, single, Door with Sicalook(s) XO, OX or OXO configuramons) 26 Zbr Thermar-Tru Fiber -Classic and Sillooth-Soar Nominal 0&#M;O &quot,No�ImpacdAquoI; Glazed 12M11= Y" Yes No NIA Composite Edgle Fiberglass Double Door vAth or vothout Sidalitsix PranovimfilOulevAng; XX or OXXO cpnfsg�ratono) Flofide Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall pop I or; 2991 Entity or Rib A" ado, proodria 292 mawm AWKWbg LIGAGROWA Agaum AULM Frava'an 2020 MI Wndws and Doors Brwt Mince 1.0 Roberto Lomas Steven M. Ulrich, FIE 10,08/20" iomanozo 10/10/2020 12115011020 ApProned Cstogw. Extoller Do*r# (7171363-3300 P15102514 1?11)311`- 4 31011119 Beata Door AnrrbkS ovolhigoollionAvd.com, Coinsurance Nothod: Ev*kistm Report from a Floods IteglatriAld NOftert ar 0 Licensed Floods professional Engineer sudb-&UWLM IMRW pedw proamt peacrkldo - intivic ouumo HvMZ Rqdstmt Fonessum R 8 20ALUM!NUMSW SERIES 420ALUMINVMSGDOXO 12,3112024 No Y" No N;A :'R�6S:20ALU 14&31"quotA80f,QuoI: NON -REINFORCED 2 S r M NUMSGO SERIES 420 ALUMINUM $Go OX XO.)O( 1213112024 No yas No MIA NON -REINFORCED 3 SERIES 420 ALUMINUM SGO REINFORCED SERIES 42CALUMINUMSGD REINFORCED OXO 1=111=24 No yon No NAA 4 SERIES 420ALUMNUM SGO REINFORCED SERIES 42CALUMINUMSOD REINFORCED OY, IM112024 No Y" NO WA Xo' xx 9"quotTs"quot; 5 SERIES 420 ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM tIGO REINFORCED VOC 12131141024 No Y., No MIA 143ALqual;.police.l. Florida Department of Business & Professional Regulation Buildlng Codes and Standards Product Approval AppliCaIllon Detall Par I oil 10=1 Goal &.11tv or Vorralikin lknufmWrw Conrad Vididow FOC Awdomill Ationowed Rvillon 2D20 ~a-Dalm, a cavison or Overhead Dcat Ena"a Mannish J On 5 3.1on, Jeffrey P. Arrosen. P IF 10112f2D20 09rvz2o 1012342020 12115)2020 Approved corponelon (33D) 7034121 PE-51?37 (904) 821-5200 CA.gW. extww DoOr; dkonnisfallwayno.derion C SubCarrour. 8-boral Saloon, Door Asoarnbliara am Compliance, Odhod: Pvtoluxillon Report foon a Floods Registered Architect or a Licensed Floods Pratmome Engineer FLMN"2p F-roducu ani Product Mgft Number or NM 2MML&IMLIM A-,,,d Predict Coureelor, Catered Excitation Dole In fee Use Atarravrod for Use kma HYHZ Outside KVKZ Rtmimw gwm 3 8ODM1 DOM200 91105 U616, Mo. M 148,11139. Max height. GIM.Mg 1213112023 N. Yes Yle -31.0005 00 avellable in too or Intermediate section. ID 800041OW200#1123 1 440A Max wift. 146030' Max hoot. Gimang 121312023 No Y41 Yea .3000)43.110 *"liable in top W intermediate section. 1 60DOA10DA52000,1124 1 6"09 MAaMdh 14609' Max heigK Glazing 12011J2023 No yes Yn -34,40PI6,30 aus 00"a in top ow Intermediate section. Florkla Department of Business & Prollsorglomil Regulation Building Codes and Standards Product Approval Application Detail pop I or I I&MI MIAMI varsion 1110mosam QM= Ereirnmor A U-, RIAA- 2020 CuplasOlvifem at FADS Im Tom Rattay UL LLC Italy Bbhcp. P.E i2tIOW20 1241161020 12011202D Approved Category. Eaton. DWI �sllr 494-1613 i (954) SuIT-0451111 "Category, Extulot DW Cornporwrls orn. Compliance Rehock Cadfleaflon Mark or Loading ELA41327,11111 Produalin, Approvedfor flat Activation! far Ulm Impact amm AMA Pnodisol Illiallid. hurnber or No- Product on,im, C,2=9- 1, MVHZ 2UMILAM R-Ikt-d P---- t so r. ?a?, r2?, 74 7, s r. "?, and air r Singer am Pairs of Fluor Ghusid. Ad L.-. lingla.10 Fair, of 12/3112025 Y., Yas Is, MIA DWI notice, metal doers, Florida Department of Business & Professional Regulation FogMlaf2 Building Codes and Standards Product Approval Application Detall MU, C90. ev%* or Do- Do- cars lasuarad [me version Ygwd§Lk BLeWd FBC Aduraval Axioranned Reviskin ZD20 MI Wildows and Doors, Brant Witillor Annerican Architectural 04W M Urich PE 1111712D20 1111712020 11/27IM20 Approved CM"M: VlAndonall (?I T) 355-3300 Monulacturensmsmabon 1717011-8454 "kitiCatrigoiry: Single Hung b$Ungwarrgwd.� Method: Cordiderrorn Mark Of Usting SwililkAMILM Austraved fair LIM A2UMMLEgLUM mma 21= Predict Dendelforn corffad EkdratiampFit in HVIKZ outside HYHZ aftuli 1 B MWA Number 11 No" 52X?2 FI.Flengo From. ICSG Single Hurno, 1010&*023 No Y.0 No -601-go L..*.t.d GI.. -ca 0 > a) o 2 CU CU -cu "F55 0 a 2 8_ a 0 CU C:.0 0 CU U- 4- 0 CU > ff 6 &-, 2 CD- J- iao-000 Cn CU -0 42) . c CU -4-0 C/) < Z Z W MJ M C114 C= C"Irl CIA �;- C3 ci C3_ cm Co Cn c'! LA_ C3- .in cc C-4 IS) c=L E Z� L-' _C0 3: W cla, Q) Cr C= E U) L. CD E > 0 Lose. > C:L 0 CL < borsaill' 0 0 Does. C0 CU M < -0 Q_ F- 0 LCU W < Z SHEET NO. PA 1.0. Florida Department of Business & Professional Regulation P.R. a at 9 Building Codes and Stands rds 1MM22 Product Approval Application Detall Florida Department of Business & Professional Regulation Pepsi all Building Codes and Standards Product Approval Application Detail I= Version Marsuridentursor Entity or Contact Enamser A, License 21h 201 Datoperitiftirs Validated guillotined Palo Allsonoval 21111111 Approved Sale aal Owe Panel- R-kieut 2020 Ther—T. Caniparai 09tiloryWerior Dw* Steve J..P.—. Lyndon P Schmidt; R E Ryam J. Kinq P.E. (800) 843-7M PE43409 (813) 7874566 10M7r2021 M18=1 1OF13=1 1211150021 Approved Tim version Manufacturer MWmation 2D20 PGTIi,d.*I.. contact loolneor A Upstairs smadmiLm Jan. R .. Wool Womill-thid. 3000 - CER Miximlt).d. SCCO, VAL Validated &JbMktbd PSCAmmy@I Approved 111OM20 110ofirX20 11AV2020 Approved! SultiCalsigary ahnintling Exterior Door Assearibl" sisaperboinethermaini CdqxW Whdan" ObCd.earr Single Hung (941) 4864H 00 (Ta8)316-2500 compliance Method: Evaluation Repottfronn a Flords Registered Architect or a Lloorlsed Florida m Ownpli— Modripel: Coulomb- Mild, Or Listing on, Professional Engineer PLNMGIA? Pftdaft QualliIjAssurance &EMnUffills &MMIWILAN ligioll NHrbff mjwn QWMLUA� Product conscription contrast Expiration Data AlagagZailiaLUS Aearrovad for U, kwha Dealer, In HVNZ Outside R*Mart PrOnedum ruireizi Product Modal! Numbor or Nam# Product Description contract expiration Data in HVI Outside HVHZ Resistant Proesoure 2 L%Q. "pod) "M VOY Single Hi�rrg VyIndw (17130=26 Yes Y.. Y. MIA 1 a Therms-Tru Fiber -Classic, and Smood -Star Nominal sS#W,8 6quo0on-Imput6quat Opaque 1213112022 No Yes No MIA Composite Edge Fiberglass Single Door (InMni;00uhrvAng; X configumbod) 2 b ThermepTru 111ber-Claselo and Surnooth-Stor Nominal 69#30,0 9quot.Non-Implictilliquort, Opaque 12MI11/2= No Y" No NIA ComposAto Edge Fiberglass Single Door with Speolitar(s) �nsWng0Outawn9; XO, OX or OXO ..'figurob.n.) 3 a Thorms.Tru Fbar�Cfessloond Smaoth-Shr Nominal S&AGIR;S &qLatNon-Impactilquat. Opaque 12131reM No Yes NO MIA 4 d. ThermooTru Fiber-Cleausto and Smooth-Sts, 5 a Tharmo-Tru Filow-Clawho and Smooth -Star a f Therms-Tru Ripar-Claswc atcl Smooth -Sur 7 a. ThermeaTru Filledr-Cloossic and Smouth-Stor 8 h Thermi Filow-Clossic and Smoorth-Star 9 1. Thernis-Tru Fiber-Claosh; and Smooth -Star 10 1. Thernia-TI'Ll Fiber-Cia"c and Smoothsor 11 k Therma-Tru laillper-Ciadisk; and Smoo"tar 12 L Therma-Tru Fiber-Cassic and Smoolh-Stsf 13 m. Thermi Fiber-Clessia, and Smooth -Star 14 n. Thorme.Tru Flipar-Chassic and Smoothi.Shir 15 cl, Thermo-7ru Fibox-Comic and Smpoth-Ster 15 PL Therms�­rnu Fibar-Cloadole, and Smooth-Stdir 17 q. TherrrwTru leber�Cltxusic and Smooth-Glor Is r. Thorma-Tru Fibeir-Classillit arid Smooth -Star 19 s. Therma-Tru F ber-Classio and Smooth -Star 20 t Tiorms-Tru Fibar-Claule end Smooth-Ster 21 u Therma.TruRbeir-ClemsIc and Smooth-Stor 22 v. Thernial-Tinj Filder-Classic, and Smootth-Star 23 w. Therma-Tru Fiber-Classle and Smooth-Stor 24 XL Thermal-Teu Fflpor�Classlcandl Smooth -Star 25 y Thomrs-Tru leber.Clawleand Smooth -Star 20 z Thernae-7ru Flossr-Classic slid Smooth -Star 27 zo. Therrai Fiber -Classic " Stivoth-Stor 2a old. Therms-Tru Filber-Ciessic arx! Smacth-Sur 29 cc. Therma-Tru Fiber-Classo arid S., looll -&at 30 rel T1Msnma-TwFIb*r4�;Imeo and $mooth-ftr 31 Za Thadvidi Fiber.C.Issuac and Smooth-Stor Fiberglass Composite Edge Double Door Win or vvithout Sidelites, XX or 0)0(0 opinfiguriationsi Nominal 73MO &quo�Non-IrnPa0ti Opaque 12511= No Yea No NIA COMPOoft Edigs Fiberglass Single DOW (I neekirioutsWrii X ocinfoUrAb0n) Nominal 7&030:0 8qUot:Non-ImpOtA&qUOt, Opaque 12/31t2022 No Yes No NJA Composite Edge Fiberglass Shale Dow With Sidelitia(s) 6nsWnotOut5WrV; XO, OX of OXO porilswralons) Nominal Wei aquotNo�impwL$qL,�t, Opaque 12131r= No Yes No MIA Composite Edge Rborglass Single Door onavvingroutsweig, X configuration) Nominal $Wg�O JicivotNori4mipeclI Opaque 1213112= P40 Yes No MIA Cumpoode Edge Fiberglass Sing I& Door Wth Sidelne(e) V noWnglOutsvving; )00� OX or OXO configurations) Nomhad 88#39;0 Aqualt;lJoh4miaecdquot; Opaque 12/alt= No Yea NO NIA Composite Edge RbOxiiass Double Dow Wth or WOW Sidallus (InavvinWOubmIng; XX of OXXO conliguratlons) Nominal 69#30:8 SquotNorl-ImpalrAquot, Glazed 121311M No yes No NIA Camomile Edge Fiberaloss, Single Door ansiviiingrOutevying; X configundion) Nominal 6111 &quotNorWmpact&quot. Glazed 1 2r3l r= 140 Yea hic N$A Composite Edge F9bWolaUSIngle Door Wall sidelfter(s) (InsWrWOutsWn9; XO, OX Or OXO confiaurabons) Nominal 88039:88quotNon-Impsixot8quot; Glazed 1213iQ= No Yes No INIA Composits Edge Filaorglass Double Door with of Wthout Sitelfloss, (Inewhill/Outriving; XX or OXXO configurations) Nominal 7&030;0 squotNon-I mpocAquot; Glazed 12131 r2M No yea No MIA Composite Edge I'llsingloom Single Door (Induving(Outinving; X coniawnstion) N—h.1 711*39;0 &qu.t;N.,I midectliquii Glazed 1213112= No vs. No WA Composite Edge Rbevglass Single Door vAth Sithelite(s) Ornswrol0wroMrig; XO, OX of OXO configurations) Nominal S8J1l3Q;O&quOtNOr,mpOeI&quot, Glazed 1=10022 No yea No MIA Composite Edge Fiberglass; Single Door (IrronvingfOulonving; X otinfoulabon) Nominal 8&#3Q;0&quot,.No�Impscu&quot, Glazed 12i3l/2022 No Yes No NA Composite Edge Illooralan Single Door with Sidalite(s) ansWrigiourtavAria; )(0. OX or QXO configurations) Nominal S&M;O Squothion-Impoesquot; Glazed 12131=22 No Yes No MIA Composite Edge Feariglasis Double Door Writ or vwthout Sidelthall 0 n3viefing/OutsviliM XK of OXXO configurations) Nominal Sluoills 41reluctNon�Imparciftuot, Opaque 12J31=22 No yea No MIA Composite Edge Fiberglass Single Door Win Transom (InavorigiOuts4no; O/X oonfiguration) Nominal 8111#30�8 Aquot.Nort-I mpeart&quot, Opaque 12492022 No Yes No MIA Composite Edge Fiberglass Single Door vAth, Sid.ld.(.) and Transom (tnovtrig/Ownevuling; O/XO. Drox or OrOX0 configurations) Nominal SUSQ; 0 rialluct. Non-Impootilquot; Opaque 12t3l/2022 No Yes No NJA Composite Edge Fiberglass Single Door V& Sidasllbe(.) Qnvi.910ulavoing, XO, OX or OXO Ca "nuous Head arid Sill caunfiguratkires) Nominal 8&PW,0 Squol;N.M-Impackliquat Opaque 12r31120Z No Yee No MIA Composite Edge Fiberglass Single Door vvith Sidelle(s) OnswrigirOulavvinit )QD. OX or OXO Continuous HOW mid Sill configurational) Nominal SM30,11 SquattNoun-Impitol&quot Glazed 1 Z*1120Z? No Yes No NJA Composite; Edge Fiberglass Single Door VAth Spatial OnsvAnglOutievullog; XO. OX or GKO Continuous Head and Sill configurations) Nominal 8&*39:08ichuMNon-Imputdquot Glued 12t3ll= No yes No N/A Composite Edge Fiberglass Single Dow with Sidellboi linsWroloulpsyriftig; XO, O)(ar 0XO Continuous HOW and 911 configuratoords) Nominal SU211tS liquet;Non-Impactiliquot Opaque l2f3i/2022 No yes No N/A Composite Edge Fiberglass Door Panelsvrilh Vented Sidelill )=a XXXX oclinfiguraliQns) Nominal 11111104%):D Ilquot.Nor-Impecullquart; Opaque l2l`3=22 No yes No MIA Composite Edge Fiberglass Door Parielovilith Vented adoiker(s) (InsvArighoute-whig; )0( )=or )OXX Nominal SAA09:8 SqueeNon-Impoclaquat Glued 12131/2= No Yes No NJA Composift Edge Fiberglass Door Panels %ft Vented Sidelite(v) QnsvAnotOutievving; XX, )00( or X)= ooff unstans) Nomlrml$&#30:0&qt*tNon-IrMact&quot Glazed 1213112022 No Yes No N/A ComposiblEdIse Fiberillassoosir Ponalauvith Ventsid Sictorps(s) previngrourtswing: XX. XXX or XXXX configurallons) Glazed 1213112022 No Yes No NJA ComposiftEdste FiberalaosSingle Doorvvth3&#39,D adelish(s) OnsWilgiOutowng; XO, OX or OXO confourallons) No.inals&lm;aaqucCNon-inwcg&quot Glazed 1=112= No yes No NtA Composite "a Fiberglass Double Door With 3&1 8xiallift 0 namingtOutavvniz 0)0(0 configuration) Nominal SM30i liquis;Non-Impoortliquot Glued 1213112= No Yes, NO NIA Composite Edge Fiberglass Single Door �Ah 38,030,0 adoliba(s) OrlsvArigiOutavving; XO, OX or OXO -"19 X-103"quotNexi-Impactiliquet Glazed 12t31r2M No Yes N40 MIA Composite Edge Fiberglass Double Door vvildr, 3UW;o Sideless inswrWoutsaving, OXXO configuration) Nominal 7&XSWG llail.01414011-linplOakeiLlOt, Sh011ost 12131 t= No Yes No MIA Series Composite Edge Glued Fiberglass, Single Door with a vAthout 14030:2 Sidelita($) Orso4ngtoutouving, )� OX. XO or OXO configurations) Florida Department of Business and Professional Regulation Building Codes and Standards Product Approval Application Detail 3/15/2022 FL#5259-R31 oft 1=-Q-r 20 20 2= Stilitlits .WW_ Version Manufacturer Contact Engineer & Validated y Validated Submitted Pending Aggroved Approved Revision 2020 POLYCLASS USA MauryAlpert, License John IN 10126Q020 IOW/2020 ElC 12/15Q020 Category: Roofing S954233IS3OSmalperapolyglass.corn Robert Nishminen Knezarvich, PE ARRMYAi subcategory: PE-591 68 (954) 772-6224 111011202D Unciallayrrients Compliance Method: Evaluation R apart from a Florida Registered Architect or a Licensed Florida Professional Engineer FLA62994t3l ABA Products auMA=Mg A&MMONUM Product Me". Number or N Product 111110 wit Eloradan EaffiW_ Anglinngt1jaLitars gW"fiAdU_ IM= Resistant Devices Pressurno 1 Polyglass Roof Underlisyments Roalmoundedrments 10121= No Y" NIA 4WA?­=.S 1 Polyglass ROW Undarlaymerts (HVHZ) Polyglass roof undemayments; for use In FBC 12`2=3 Yes No NIA N/A HVHZ jurledidons 2 Polyglass Roof Underloyments (non+VHZ) Polygess roof undertriments, for use in 12(2w= No Yes VA -NIAI-0224 FBC no"VNZ jurisdictions. 1 Polyglass Roof Undeftyments (KVHZ) Polyglass red underlaymenti; for use In 1`50 IWZN= Yes "2! jurladictons. No NIA WA 2 Polyglass Rool'Undersaymerits (non-HVHZ) Pollygless roar underlonjilrents, for use In 12`23Q= No Y" NIA -141AI-6225 FRO non-HVHIZ jurisdictions. 1 Polyglass Roof Underboyments (HVHZ) Polyglaiii roar underayments, for use In 1`301212=3 Yes No NIA WA HVHZ jurisdictions 2 Polyglass Roof Underlayments; (non-HVHZ) Polyglass roof undedayments, for use In i2/23= No Yes WA *WjV-622.0 F8C non-HVHZ juriedictions. i Polyolass RoofUnderlayments (HVHZ) Polyglass roof underlaments for taut In FSC l2f23= yes No NIA NIA HVHZ jurradidli onss� 2 Polyglass Roof Undorlaymimits, (nw+M4Z) P*glaas roof underlayments, for use In i2i'21= No Y" NIA -N)A1-=,5 FBC ncin44VHZ juriodical Florida Department of Business & Professional Regulation Pow I ft Build! rig Codes and Standards Procluict Approval Application Detail lovirly or am am &dLbadu go M121 Version Manufacturer Contest Itdn— & Ulcerate Validated w Validated &Anktd FOC AMFWW Agoreved Affilmorlon 2020 POT Industries Joel, RO.Olvold lul.rnl�oatxr OCCO, CGA Mlam�Dade 6=0 - VAL 11105P2D20 lio=20 I IM 1r202) ApProArd CoWatery Aindevve 4941) 46"i0l) (786) 315-25M SiAlocataigair. Fired Marked! C6MftVM Mairk W Lisping Is"An Qusftv Assurance Ammemkvx�un ADUAWAIOLUU taw& moim Product Modal. NuFfiber or Marso Product caserithm oulaid. KVHZ aidamon, pressurni PW.5520 (l,argo Missile Impact) Vnyl Food Wind— "ft,�lao "Y"ZIMI yoo yoo WA Florida Deportment or Business & Professional Regulation Palo I of I Building Codes and Standards IS= Product Approval Application Detail 221111 smkv Or go au go Pondrai no xm VUW- JI&INDM$6= QNLNL amiouLLWUM Validated IN xwwim tragalM PRCAm,vW AivaglM EAU Rem— 2020 MI Windows and Dom ar"t aftire. Armilcan Atchkocrum Seven W Won. RE 10,0612020 100OW2020 I aft W2020 Applause! Osegonn. Windows iti?) 384-3300 fill.nfteftur" Associated f7l T) 31 r-5454 SOCat*orr. HUMMSI super bsitiongeoginitwel.com, compliance NoMo(k Cothfiewdon Mark or Uses asaulty Assurance Apendi*dto[Ust Approved for Use kam amim Product Description I, HVHZ 2uhisas.= Alifilares I He 166 Pin and ones x . . Florldis Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pap. I d(I I&MI Q& &am= 20 ads 006 PMAM am mm Version m�ftetL� QM= E,,d-,& License Validated a. Validated higatigaill PACAMMVA Awpd Sam Revision 2020 M1 Windoent and Dws Went show Luis R Lemes. PE Seven M. Leon. PC 100OW21) 10100n020 10111l 12M UM20 Approved CaugaW Windows (717) 305-33DO PE-1051 4 (717)317-6454 Subcategory, MuMms, Complionce alodrod: Einkiflon ROW rare a Florida Regilso—al OvalhKer, .. Learosel Plarlds P.Nistanal Engine. Quality Amnsdi Ationivedfartao Asson,"d to Use romm RIM awl Egaduat Modid NualiffaLiapis aoaiu2AWagoo I, HVIa outside MVKZ assistant Prassurt 2 6?94 Vartood A..in.. M.11- No Yea Yes NiA Florida Department of Business & Professional Regulation pop i oil Florlds Departmarril of Business & Professional Regulation P.Pz.,2 Building Coder and Standards 102021 Building Codes and Standards 1002021 Product Approval Application Detail Product Approval Application Detail NNW= entry R& but Doe hisignis 20 S20 &AN or an 211 D" Penalties 20 mm maduragoilar sawDuuuAum idwiwdk Validated Submitted Pro Approval Approved Verean %hungrileat-or ccam liduKAJ"m Validated III, Xdd" jaratiagi Par Also -al A,-,,d Re'llood 2020 Jones Hardle Building Products, Inc. cluld Olarox* V, Andrew Tan John Southard, P.E. oifflsx2i 121i4now DIJM021 cling P60 Appr, Rev.- 2070 Alski. Niel, Thearpsean Lyndon F, Shormlel, PS Ryan J Kira, P.r. 02(1512021 02n 512021 0=2/3021 001312021 Approvad Conegerr. Panal Walls (9001546-41350 PE-eie$2 (362) 367`452111 colow. Panel Wall. (330) Wn.2309 P643409 4513) 787ASS1 subcategory ailing ch.d.diordlisilitarnshard subcadg.r. so% nthompoon@&l.rd.dann Corrollarim M4Mo* Evaluation ROW torn a Camplainis Audi Evaluation ROW An- a Florkle Registered Architect we Licensed Florida Flarld. Rallat-alkahthecter. U-.d Fields Proffiessional Engineer Protmissal Engineer ability Assurarm Approvardfortloy Accroysid for Use lum Rom FLOW124&ikadLHft Camara A,-- A--,d tax use A--,d f, U, b2sal, getting Product Modal. Number or Nam Product Dmdptl* contract Extension thas, In HVKZ OUM& him RAdmam Pressure 9-40 Product MdL Winter . N.- Product Description cw**d excurail- reg- hl MY14K Oulsiss ft-W.t Prepoluns I Camplank Lap Siding litlecamen I.p.liong 120112M Y. Yes N/A WA I & &Quot2t8quot SoM Vent or Sold Vkhr! We W31 =3 No yea No WA 2 11".1ollank Lap Sitting Islisideang IM112023 Y. Yes MIA N/A 2 tL LWa.AilMnC. T4&qUOt; soffit Vent a Solid V" Sam 121310023 No Yea NO WA 3 C. &quot;Grownbror MnSo# Boaded&M: Soft Vent or Sold Vityl " 12131=� No yes No WA 4 d &Quct;D5&Wr SM vant a, Sold VW We I 2J311202$ No yes Ner NJA 5 e. LquatCharter Dakdquct Sork Vt � Sold V" Solt 12131=3 No Yea No NJA 8 1 liquat:sups, Spn&quo� so" Vent or� $did Vayi rare 12/31,202$ No Yea NO NJA Florida Deparairl of Business Professional Regulation P.Plarl Florida Deportment of Business & Professional Regulation Pass I art Building Codes and Standards low2p2i Building Codes and Standards 162021 Product Approval Application Detail Product Approval Application Detail 0.19INARM. RIMIX7410=1 I WIM, W-W IMMMM 11, smill 29t go Dole Pmdm am Sale Indtv or 2di am add* Passing mu Varsion Menufactund contact lind-srALIciets, YdwlbuLk VA",d Submitted FAIC Amuroval Ajosronord Iva Vented m�ra=rw GgdwL LarlisiffAllearia kaiddiLk mm�" Arrailgat FSCA-r"W aumm Rim RO,Aslod 2020 TAMKQ Building Products LLC Kord Edon Rotiorthilernined John W. luissovialt. RE 10,04r.1020 09/29nO2O 10/1=020 12tiVA20 Approved Revood 2020 L.V. Thompson, Inc. too Tnomps*n Arcliftectural Tony Christman Zachary R. Rhino Steven M. Lkich. RE OWI Tr2020 09116,2020 08122121120 1211512020 Approved category; Roati (417) 824-6644 PE-59166 (954) 772-OZ24 Memo ConoorytTAIACOi (913) 248-3434 Pff.74021 (117)317-6454 Sutcategarr. Undouryrrysts kom-aderlitarnko,oOrm category Roofto lmyQgorrAd.todkig,� cWVIlvMM; MMod: Evaluation R4pon WOM St "Cateporr. Ressing Accowles that are On Roaft Registered Archrect ore lucansd Florida Integral Part *fine Plectra Stralcm Complisnoo, Method Evaluation Report tom a Pref—al rnilineor Friorldhilitso relArchluctmoUtensedinorlds Prolonalwal Engineer Ani Quality Assurance Prerd-t D-flaide, cwhiraot lixickallor Dow Atioravaoll"Uss AQKU%t=ibl 1, HVHZ Outside kvl4z IMMA 200 resistant lProsourn, Asaurance Atiorouselfarl.1to Approved lot Use SM 2kgM I TAMKO Rod Underlaynivits (HVH7) Roof uldeftyrrard. for us. in F SC HMQ 06012M Yea NO NAA WA OR:= "V*'=ntwIh Product 0 ... held, ralmaZA2ummjw In HWHE QWAOL= assistant EMMM = Base lot TOO 26 state roofvorahartair with pairs owmm Yes, Yea WA WA 2 TAMKO Rod Ubdarlarnento (NON.HVI4Z) Rod undedaymarts for� use In, F BC ncd-HVIQ 0&29/2023 No Yea MIA IVA 2 TAMCO 09whinecit Vert 28 ob"am No yet MIA -W.52.5 Itaissictons, 3 TAMCO Off-Riago Roar Vent v.0 Bar% 20 a& state rW venfiedor with Integrated battle OOM12M yes yes WA WA 4 TAM00 Round Top Off-ROgs Vent with Saft for Via 26 a. andic with baffle 0910012026 yes yes NA WA Flo ride Department of Business Professional Regulation P.O. 1 at Florida Department of Business & Professional Regulation Pwit#3 Building Codes and Standards 117n= Building Codes and Standards Product Approval Application Detail PrOdUCt Approval Application Detail 4 11 - '_ -4- . - . 1. 11100490 0XIM11-20, Goat btb air Dal Ddt DOW Rod, 20 IRWRO L-onmr A, u� XWLQImd& xdg" AAMWJlg IFINC A-arval Antoci ftviriion 2020 Lamence, I(Aftift J.My Jerre. L� auconer. RE. Stavan M. undo, PE 11 ?23r= 11/2312020 lirMI321) one FSC Apex, Cadsgi. Racers (501) 083,4183 PE,31242 t7IT)S11-004 &bC.toorr. Raising Accessories that are.n loollovislommoo com Integral Pon ofthe Rooting Systsm Co"llarlas Method: Evaluation Report NOM S Florida RegistoreclArchfiect or a Limised Florids P,ofer"lonel Ernoneor FLtHY2224tt Products Quality Assurance Acurvwx! for Use Approved tar Ulas Impact coolant aamaLanuxm contract Exisration Dal, In HVKZ 2wgdL= R"Itjit Pressure Duk-Ak' DA-4 or Ifel-Buirt Vorot-A, DA-4 L— Pr Parypropylem, Puotc, ROM Visit `V10*025 No V. No �97 51-97.5 Mechanically Attached to PWmd Deek Florida Department of Business & Professional Regulation Pope I ol I Building Codes and Standards 1/25M22 Product Approval Application Distall TV" Version Manufacturer Contact EndmorK & Uee= Validated By Validated Submitted FWAII)PPOVIII Approved status Revision 2MO All American Shuttersand GIs" MkoBa(berri Frank L. Bennourdo, RE Troy $&1i P. E. 1012WD20 1011SM20 lV06/2020 1X15=0 Approved Category, Shutters (W) 712-9852 PE-OMS49 (054) 947-0880 Subcategory: Storm Panels mikebCallamericanshufte Compliance M&MOO � Evaluation Report from ot F0,00m Florldii Real Istai Artriftect or a Licensed Flwlda Profesmoori,il Engineer yan4t& Products ans Product Modal, Number"Noms Product Description girsiWAtUMM Contract Expiration go Anionsivad-flerUss Apainswullorijon, In MYMZ ClAtome MVMz ligill oadillon 9mmun Please 1 24ge Galvanized Steel Storm Panels 24ge Garvantited Steel Storm Panels I�VIHQD22 Yea Yes yes IWA Florida Department of Business a Professional Regulation 11-spi Flondis Dolunment of Business & Professional Regulation P.O I C41 Building Codes and Standards Building Codes arid Standards Product Approval Application Detail Product Approval Appillcartlion Detail A BMW or Caft Isiondrics "ity or 20 20 Date pandino Ttas V .. lon Manufacturer coll Mid"#K 4 u Validated Validated SubmKW PKARMYO AORMVA man im Version Illanarractum AoWWLLLLMM xdwdum Validated filigal" FIC Aniandi Apori F!"alon 2D20 MITek I— grin Walden ICC fiv.1.0. SW,4,.. LLC ICC Evaluation Sonvica. 010103023 12=(122 01103M23 Approved Revision 2D20 Waysim.a.— Rob swdon ICC ffiviflustflon Servics, LILC lon Lamar, P.S. 002IM211 103=20 OUN2021 Approved cougaMr. shodunal campoft4rits (952)8S64M5 LILC Colegory: structural Coarponerh (253) 824-0476 (600) 83"2U SubCj&goq-. T.. Pai wooldonernii.com (205) SH-980k) 3,60M.Vry:. Engineered Lumber Rabodluldvqn@wayalus compliance Method: Evaluation ROW from a Cmpow"Mdhod: Evajudern Reporiftm. so —con, Product Evaluation Dtly alkwimmama Product evaluation Entity PLWOY4tldP�YoMbb gHWhAulaw A—,,d 1, us- A=,,-d 1, Loss imma 229M QuaRy Arrouninse Approved for Use Arazinsid let Use wwa 2" ow Proroxid Model. Numb, ot Nernst Product Conerlotiorn contrast 11hadindlonlolso an HV142 2Adaj= Reallours prossours in& astaLmsuibmkLffi= Product Desersdars &.1dalon 2& In NVH2 outoldo HVHZ Roalstaind pressure I MISAHa Is at high arsength truss connector plate, IY312024 Yes Yes N/A MIA I Allarahli. LVL Livni"StedVOress'LUMber 3MIJ20M No Y. NZA MIA 2 MISSHS 14 a&. super h 10 stronoth truss connector plus 12/31*024 Yea Yoe MIA WA 2 P—surn PU Pandal Sir It Winn., OW314021i No Yes N/A N/A 3 hill is 16 as truss —nod" Issto, 12/31=4 Yea r" N/A WA limbor9lissnal LSIL LemyratedStrand Lumber 0113112M No Y. WA N/A 4 1,471" JS a& high slangth truss oishoolor plate 1241=4 yes Yea MIA WA 4 TJ RIM Board W at rill Composite Lumber a Orlented Stand 0313112= No yes MIA WA 8 LNT20HS 20 a., high Itroogth truss son.setar plot. 1=1=4 yes Yes NZA NZA 5 Weywho most Rim Amid board Ran "to Oriented Strand Board Rim Restral 03/31J2M No Y. MIA IYA a T1.19 M718 is a.. truss =nod. plot. i2l3i,2024 Yea Y. MIA WA I TL20, M720 20 a. truss —nod. plet. i2131=24 Y. Yes MIA WA cm bu= air ;As ad, Pielifirso 20 mm Versivin Manufacturer corlat finalrerar & Lissnev vallelde'd a. VIldbd automated FlICAngroval Aiscaawd RelAs. 2020 great Roofing Anderson Robin IAPI140 uniform Ev.N.N. GaryW�Walkar 11)03/2D20 IIM=20 110M20 Appir"d coteparin persons (W 5 3so-401 Sinvons LLC, pas) 854-MOO SuleCatogeurr. Floating Tiles ReNnArldorsisl6bonkLoo Complan- Mathad: Eval.idlen Report ficon . In FLOU94tf2PrWk=k Product Evaluation Billy aw o"" Q"kv Assuram Approved Me Un Anduroved Cw*§SLJD ' to ads ho olvoiz 2AIdLh= far use embi" posion BMUUM is sput old Fngli2h Flat Deftov, Co 121131ft No Y4. NrA WA Thater, &tmp; Impact 17 suary OW - tilloto Shako A—P: Split Shake Fiat Prolile - Stockton CA 12131r.02D No yes MIA INA Ssxory$W-Sk* 411atadnp: Split Shake Fiat Pnaffl. - Risk., CA 12131a020, No Yes WA WA S..-y?00 - Sh.k.*81m. A—P, Solt Shake Plot Proffle - Slecktor, CA 4 2/31 �2020 No yt. MIA WA 2D ftlon= - Shako, slat. 66.0; $011 Shake Fiat Prefflio - Rlsta, GA 12/31=0 his Y . NfA MIA 27 To,. no flienualch. "an Prone - Italy, TX 1 213 rmo No Yea MIA MIA 26 Mll. Lw profile - Koty. rX 12/31,2D20 No Yea NA WA Florida Department of Business & Professional Regulaton Building Codes and Standards Product Approval Application Detail P.Pi.11 11711" Q& sokA M leas, Penalties 2n Vandals Manufacturer ARM" 90GOOL&MMU valued Fle NNW" blubinifted PacAnorads Arguing Am& Review 2020 AV. Stuart Lewis ICC E-fitall. service, LLC WOft. M, Rallied. Pit 10131*020 1 On2*020 I V3502D IiAtISM2D Appr"d colhogarr. Sirturturm Component. (321) 710-3377 (407) 081-1917 8.1,Caleganl; Truos Plot. filothod Evaluation Roped *vm 0 Procluat Evaluated Entity rts="?FtudL[= duals. A-W Aw*vd low Us* Apprevollor Q" 1.0011 2im Produff Modal, NLMHr Or Mime Priadmil Dissertation In HVHZ 01"60 MIAM R"dari husturt lrW acoffions, Higher sh�nom 18 a_P: 3) Metal corneet. Plato 1 ZF34)2024 Yea Y. MIA WA 2 ITW 8CO/Adne HIngo Plato Motel Connector Plate 12131)2M4 yes Yee MIA NiA 3 ITW BCG^om Trulce Metal Connector Ratio 121)1/2024 Y" Yes MIA WA 4 ITW 11CO/Ap. We. metal Connector Plate 12f3l/2024 Y. Yea NA MIA 22111111, zm Vorwo Karitragrat Allimi0lo. 2020 Maine Aumnum. Inc. owes": Pens Mlls la.bCaugairy: $Me compliance Nothad: Evehisban Aspect tods a Florida Registered ArchItset ar a Licensed Florida Preshnallon.1 Enemne *8ducts, Produed MadeL likienter or aluat AphoAlumiraum Sold llangp: Versed Aluminum Sofffli CMU Sornp;Wcoal Flords Deportment of Business & Professional Regulation Pap 1 .1`2 Building Codes arid Ste nda rds 00021 Product Approval Application Detail gr&v or go 21111111, Daft Residues am contest ardinalarfilknonse Validated By VaLklaud $,limited Pro Approval A�Wd am" jesse save wit R. Lomas Blow M. Wish. RE 11AS12020 111151202a I ino/2020 Approved 407) 509-2005 PE-62414 (71r)317-8454 Sad&LAUMMU "and fair Lee WNW DOMM Product Dirsoniallics, GRMEMLXMgMURLgM 1, NVWZ Oureld, MWHZ Resistant P—,, Atha Alluminum $slid 4arzi; Vented Aluminum 071"=23 No Y. No MIA &AV chrou samp; WOW Florida Deportment of Business & Professional Requisition Pepsi r2 Building Codes and Standards Product Approval Application Detail rialls grift a orio, Pandra; IMI mm Insist- alligglasagat candad Engineer & ussons, xammiuk XIN" hisiggirg F&C AM." A,,,vd iuwL Revision 2020 all Windows arid Doxi Brwiah0row A.0ceriAroliked.val Slovv� K Lklah� RE 1142212021) 11/2212= ilris=20 Approved Clsogw. Windows (717130-3300 Mohi.Ou— Absecon. l?1T)317-W4 automili Fixed compliance AWh.4 certification Mae. Or Listing FLOSU&RIA P'naluid, INA Product Madill. N=bK K Morris Product poserift corrighea, Eatilmoo Duo In KvHZ out" HVKZ assistant Flarids Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Q" MINIX am 2" CA, Panel- 20 11121it Version Manufacturer Conrad mminw&U� VAlklaud! lor Validated SOMW FacAmnsys Approved wais Animation 2D20 PST Industries Jer. R—wild Assisi BCCO - CIR Mlan*Daft MCCO -VAL 11/01I 1110UM20 limir2020 Approved Calegorr, Windows (041)4416-000 (?86) vs-2shili aLizatsgafr. Mullons Irmookidogilliclushlies a CDPFII� mmod! Collocation mark ff using am Appealed! for Us, Approved for Use added 20M 122—t Product Mod&L Nuftw or Nam PLO" transport In HVMZ outside H Redslant Pressure i NWOms IWAJI D0001 and Windows Aluminum Mullones CK&WO yes yes yers MIA Florida Dopartment of Business & Professional Regulation F.Ploi Building Codes and Standards MD23 Product Approval Application Detall sga Enfits? Or am go Di ftndm 29t I= migalso Kn~u- 2911122 9991kt& ywwm itiligaigaid FAC Approval Agagaing go& Provialon 2020 OAF Miallikel rush Report Nominal John W, Knurvich. PS i2M912022 12M?/2022 120=022 02107AN123 Api—ell csIaqW; Floating (800) 16&3411 PE -Was 1934) rr2-6224 Compila" Method: Evaluation Report flom a Florida lit"114610d AroftlWel W a LICarr sid Florida FLM$iU4k3dfrmkg% prollesilan.1 Enlinser AMA Fire" Modal. Nuinber or ft= QUIIKVAMMUK# Product Description sontract awroalon Approved fair likes ADDEMN for Use IMDW on# 111 Itylitz outside MVHz Retailer loaddin Pressure I GAF Asphalt Rest Gh holes ox use In F SC non-HVHZ Floorgleve refirlorood 3-tall, animated. 11-Mb end 12MOO26 No Yes MIA N/A juridanceons, bIRA Mpho"'hiralift Florida Deportment of Business & Professional Regulation pass I or I Buldho Codes and Standards Product Approval Application Detail 1111111 an Raba" m MORE varvol, Manufacturer Conrad lhodnoar A Leadoo Validated IV yg*w OLAnum P&C Anomys! Aft.onord FM~ 2020 Flarlds More Products Ina. clarkJorroo j anteo 1_� Boost, P.E.Q Seven Mr UnIch PE OfitrM20 092SM20 10/0412070 17maIA20 Approved Calsorely Roolng (904) 7834WO CQUICK Gralreeirg jT17) 3174434 SubCdogi Rating A. —was that se warkaff—'o— FE-31242 Inboard Pen *fine Roane System CoMll�0.*h.d; editrilion Report from a Florida RoalstaradArehruct or. Licensed Flodde Prolossimill Eriansor FLMIN&at Proilluble Qualft Assurance Aptorra"for use Awrowd fair Use aw 3 3-F 14� - Me— fooll 0 Ridge VerA&qUOt: DAOALQUAOMM Gas' CggggrM'1M.'*21_ Aluminum Ridge VON. lar iolloahed rooft fabricated 'L"= 2AV9Ll Nallim NO vat No P—re WA from 0.025'Alurrinuin Florida Department of Business A Professional Regulation Pop I a I Building Codes and Standards 302023 Product Approval Application Detail 2110 may or a]" pwd 20 Do Vorolon MmyrumIw crossed lbrolnear A, License Validated By VA"od Submitted FwAmftw Apbrand Rim Rovislon 2020 Global Protection Products. I.I.C. Tim Robinson Walser A4 To* Jr. P E, John W, Kftuvvlh. RE DWOM020 09102,9M 1011,140W QMV2020 Approved coletow rhu". (054)SW?545 PF,44167 (WO 772-8224 MAI)CANDWY: it" Panels 11.4-birearrallogispent.. CdOrsprurres Mdbad: Evaltiodlaft Raised earn a in Florida Registered Archlad or A Licensed Florlds Professional Engines, PLAOMON444,14rafteds ANA QuidittrAssuranse Product 0-1,11- ramEwAgEbLwLaa Anorar-diferkist mawvad fa, use Interest kLm= Carlos, MVMZ BIAMA leastan Pro,- 1 20 Gog.G.1varruzool Shia Storm Pn.IsurHYHZ Corrugated Galvanized Seat Storm Per*$ retained 12031/2023 Yea yes Y. WA or nal try tracks to provide hummunst pirchiallon. 2 24 Owe Galvanized &aid Storm PuesiNIAVIAZ corrugated Galvanized real Storm Panels retained 12J3112023 No Y" Yes MIA Of his by ncw$ to provide humcon4 protection Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail polls i of 1 IM21121 "a &Ittv an 2KI aft Polaroid no X99M mawdmtwK rXIM111111i anamuLLLAM xdwdica yxwm ALURad LAL699MV9 A,—nd AWU R.Moled 2020 Carrimental Conasto Pirccluatins Robert 011ie Samuel A, OrMenters John Hay 12tisrA20 izM&Z2o 12rW020 one F5C Aner, CU*VW. *rWw* ComporterAt (at 3) 669-370? PE-34248 (3521 SM-5311 Sul"sailly., Produars Introduced as a Result of sinreasitindodillyals— New T.0holdlay Compilarreo Method! livoluation Roped from a Fladd. Registered Arelifted .. Licensed PleAd. Protaresonal Engineer 1`1111117AM Qualft A,— Anarovad for Uss Agm9dwiamm tua 200 Aw Product Description C&OMd Excitation patt In HWZ Out" HVHZ Redmot P�rt I Quarry Proms a Commiandal Coronets Products Polumsk arld Prestressed Concrete untold 0505024 No Y46 MIA MIA March 6, 2023 —Cu > 2 CD_ Q_ a 0 0 16- ICU a- Cn CU 0 0 _CU 'a 2 m. = 0 0 ICU LL > Cn -0 a) Cn E " CU "0 0- = M in ,0 a . ii-o C/) ca. C1111 Cn CN CA: Z Z W Mj > LLJ a = CL C14 W C= Cis -M :oZ W E =C CD cc cu _= U as 5. c= ;o, In L cj_ CIO (D E'allsiossir =3 CIO CIO 0L— > CL 0 CL < 0 =3 `10 2 CIO`) -11111,11111111saaa CM) CU CL ICU Uj < Z Z SHEET NO. PA 1,1 Flodde DeparWwt of BL dnm A PmbmkmW Ra pWaNN Pap 1 da Suadlnnp Codes and Sopridvds e+amg ProductAppnwalAIWIF -pan Delia m . • + .m:., � ,. i .y . i,��. k....-r.iRiCA. i' ° �r G" '�i ..."RS.'. r�.. .�., �i.�1"A':�'A. �.C�^l.W.-7f'd54F.ak4'7 J+�4�f �Y�Y'r � Rft am Y o D wlnl!!! a 9 A Ilrwgn WMbrd FIC�w arts Afhrrrllw si PNP ONO~ in llopdn arum wmkwwm O0w Janes L BUWrw, PA. O 07A4*m (17PIllm 07/A91100 ApPWAd emm"'P Vends PIDOwrwn &AWW W WAoomrlNn OOUOx ephwkG a-bomewp wag 1o+,a (Ist) ntaon p1111)In1JaN7 evoplo w mabab cwvmoow mark w Lwq PONFO*WMPPWAIWG IbaDm ZmIs .mla olds ts�tAaILINL Anmdltan AnloldhrU- t000t goo Awl mlmman him 9nmkt�ladYsaw hmlB addiLmali anime man 1 SOW Iwo no) Prbm0 grill! Hup 1L,0t1apr NfwG wwfeo.l•Pxnry mn74M No Yes NO A"2 scrims 011011 AxImp es wells Hume W01n1(yl Pwrernrerrw almer Huplltn willow No Vw r +e01600 Cenpwwr(rrx4w'4 ) 8 eMlw"WA smr Mum u,fMerGr Nul TlprCOnpwb(10r e7f') 0911812W No Vw He +4040 • asmw rasp Wmr Nup vxyl liar Nome lNPDOPngOMg(1/1f'xp.d"} owgw 7 w VM r .3&U a $wile lam amr Hum Welerlr name lwna rommi sximin mNMam7 w Yes MAa r +S 9 arrsta'10 WrGr Mum woo awGr Nuglw opnlwfrvrxo-n OMI&IM Ho Yee r +2WSe 7 Boas lases WrGle more Vrylllmr Nul7mPlDConOwlD(10a'xOD.S') O11111Nm7 No Yes rb +am S :1Qi*Hum Vx0mewGr lg Huawrr(tl•x7n oM171am7 NOerLw1O Yes 10+70r.7I • sr" 00Wprp AV volowurewrNudow(M'rWitt') =13007 No Yes r +=635 to ewr 1a71 Wmr1fup W0l arlr Hua WYdw 1w x WIM) a11saw No Yes rb .3" 11 oar" lam Nup VW erLr Hkp WV40ur(4r xSP) WIT010" N0 Vw Pb +31F0a 12 ow"10sspr Mum VYM IVGr Nup Wlww(a' KM OM1M2m7 No Vw r +$sae 18 Swls IQ= sills Hurl Vral ewer Huq 1Wn DorloeftrW x alA') 01012110101111' No Vol No -WILU 1e all" Ion War Hum %w UVIV Nua 1wn caro"merx alp) m low me Yes r .3" 11 SrWIon :rGrmum W Nov Win odepawptesx7n W7sm7 No Yss He +aM-as I o ev"Im Wmr Nkp =14 Wye aslN Nun lgln Cprpwes (fYx7ary OE011090117 ND Ves r M040 17 Series las Wmle Nup %W wwd VAM alpr Mxa Fighms for xm 1OCM2121 No Yes r +jm%,v ZWKINEWSIMUM arlkAm AammLDLNM AMMOOLk m Wan on" lkat eLrrlatYerlsl Caomrtiyuludlrala hum Om mk.m Mom ft M 1 1alMrpwTMrmwrraE,rorrpPw orArr,O Plan %W No Wrbrmenw Wn&"gre W x 7T) Wn74W He Yes r +I0a40 POrlprmwas AGO RM 2 100 aerfw wTNermwrrdr TllwNPM wAtwM Hal %W lldr Prbmwnw alNae Hum Tien 01141=7 No Voo No •Ban PMWminw On!" MPG COnpepr(7r xwlm 1a slow wTnwmwrrw E erro P*PAV�Per%Wo 1ewer NuG 7MprOwooft(tOr a 721) WNW No Yes No+•OHO Hum • 1a SOrIw wThermalOrw anewpws wkmi Bras " Swlr Hwa Tmpr Cwpwb(orxSLr 40123l0AW ND Yes No +3&n Hus FIDAda Dgmrerw t of Bldnna A PwfeetlDNll Rego ellon Psp 1 d t Buldlrlq Codes and SOkndsrds emw= Product Ap"W l App ft~ DeW goo adit ASS Win Duo Is Qoeod r . raw.w w1611110111 VAWNW bide! FWAOKMW Astwo Alrlraarr 20i PON OdperrODn Jwmeed Sew wro adDoor T.E. Wren, PL LLC CM4120s 071147020 01l2213m0 Approved Rees rMAmdOw! n00rrlDn MMYrdrrrAS000000n (00t)naa411 ow0erwwhe Skye Mry tat)w mmv 6rgMPw IMks! OpmMe w Mwkr Lwkq pNWC*AWPPWJBQP Ir.oDm tWt! EulaktasLllaLe aarLYLmfI QutootALuloltluAuo AlemstlsJW IeemseDctla 1. mum 9Wdikm halt �� AkAtlW mwu + Poll 10 "rim smog wpVNndow afxWM"014r`6pod Shaw H"WkWo. 002100112 No MM ur Nsp 2 peY to asrW srGr Wp Vwrxlrxw a'.WP t4,V NW.MWr Sk"m Nup Wrd0. OYMPOW No Yee No +dPPO a Plll 10 arM orn?F Hung wmmw or x or Vky1 Non•Inprre Prop" vftwA 071W1am2 No Yes r +aQaD • PeYtoIxlIPeWmyrWrgVlmove, elx71'Mmki nrpdfh&HupWrw. 0710112m2 No Yes r +IsaD S wrw ►eM10arre srnlr Nunw xaa' armWo Nonkrpwl sho W" Wrw. oPrlaaan MD Ws He +0111640 0 PeY 10 S&Me:moo Hum o. Wmd 30'Or Urrylliml * dehaorp MWkwo 0►AMam2 No Yee, No +caw 7 Pobloerlks smog Nurio f4ow 82-1W x IV" NomJm,psd Olple" Wkxlow 1011712ma NO Yes me +1pFa0 fts aminmalowwim DMN LAMNMN 9Wlslt�tldnaw aermmlimAn am 1hNWHI Cad mibLum dbHVNZ Isms Run Bob" ft� t Psnn /0lote snap Wrig new asx w mm7l Nolrww" SMog Mns'NYwo. 01pa12mJ r Yes No +Ia-10 2 POP 10 SPIRI anal Hum rlmdo. W■ao' UNp NPWNVW Shp WN Wei. 051O0702 MD Vs r +ds•a S Pew 10 Srwe rmae nrp Wrxfo. oMOofamB HD Yw No +asap • Pow 10 Selo Wr1ar Hues Vsnw. We Q' MNP Nowki m t Brae Hues Wrdw O522M" No Yes NO •ass 2 Floe 10 sow snag Nup whdw 04W x a Who WrAmpPeSell, Mnf WMdw 1011712m2 me Yes NO +50140 Parlda Depsibim Of Budnaas A Pwisdonsl Rsolledon pop1 dl Buldhv Coda and SHrldwds 1011111,21101 Pirs"ApprovslAIWI, ll- Datall 20111 Rik Ago QdLftAdW Do Bea %kiss mil" 92oltlt Nwrgraurr. wwlsdr 1611111111111 Addgy MAOMW ADS! imm Atkllrtlrl ss PON Cdrpmwrm Joe Mellon ens W -ftw &V Dwr JPmw L audDw, P.I.42 OTri4Ao>0 0TP140mo Or/a0ram0 Approved aim", - VamrlOer No0 w MMuldveverAddWMWf CBUpt Erlansmmi anl6dr/rn Find 041)nt4= pv)411.MV lrMllgeg faNkrdr CsmMowon Mrwr LIoeG pNllpoarrpprovdipr Iraem ANA aekd/afsli AsnmNalNJlr AssaoNAls.Yal Work antis oldolilFA9ti Bmiom moon 1 drr 1o170 %W wd wYdw mrxTn w1101am2 ND Yes No ass 2 awin wa V1Ml,•dwrdew(10rx1e') 07mOFam2 No Yes to +2Wae 8 Plrrs10= w mrbwwheb.1f0'xo01 OMUM ND mw No +faaa SmMkANUMN ANNOU LJIM AOPNIAAKUM Wan( AWN !aa Ekkdsdgmd o 9+utokt h,HvHz 9mmiomBa Akira ft1 1 I.w tom VWI.W arl,dpu mwxTn MUM No Vw He +20.71 2 !rims taco VW Ind whobw(10rx I/') ornMam• NO Yes Hill+20 a erre10120 Vim RxWWkdrxpl0'xfn 07115=4 No Yes No +fde0 FWMa Depwana(t of &Wnm A P(ohdmul filpula*m NP.1 d 1 FiO11tle DapaNlrMFt W BLwInNa A PwlegbnLl Iggu1611On Fop 1 d 1 Fkom Depwvnwt of BMdnno A Pmftdor d RepAWbon pies1 da Buldlna Codes and aanderds PnorJm2 Buldinp Codes and Starlderds enaaef Bulding Codes and SW%Wds ela2oa2 Pro" AppnwelApp(IC 6A Deal Pm" AppronlApplkedwDeW ProductApproalAW', 0snDBW , , . . , .,,.... .. ...-, __• ....,-._.,..:. .:.. ,..,. -. .- .. -. ... . .._ 1 "z7:. M "t.. . (�� q.: .:.. - Z vy+ u : •,_,, ' i iY , < .. �.. .. je�a 4L '� i .u" e v ^�'v +,�, '7�:.�M1•�r.�: ���� ��'a��9,-...R",?: �,.�.{. �.��_._..� .. , ..... ,. ti r •':atx aim " a 1 , <'.; s s -1"",. , . ,L ... ^4;,. - `�` L°1' ' . .,.� „ : ' �`�r"�..1'1 :per. uy.�. +,:e �..�. �.t� .. .. , ., w , N^Y _.. .. ,.v < � i-L`.. a��r, �•.,- "M1 �..._.S� tf"3 . ' g.. ,rty�yr^.:. - , .•, �:...:: ��''w.w''�„m � ,5 tt �llv1'ns �yVe ; S r : . . 1W 1���3 4 ri . :.. 'Wrt�•Y "� .. £ �! W. ., ,, ... .t ,. ��1 ..,.. ����ik�w. .. .._...._�i!e"TL"f'!?l+-_. � ..+�t .i�i�..r,W.,umr✓ie_�a*.. .. ,c.: :. t w .... L�_1?i•.��Vr ......... �.,a, u.,.,'..x�+'i��w:5t�.r� .... .��. . _.. .,,-..�....-�t.' �N k44Cm k�. .'f,�.iY. Xi� .�.,.r .w.±4.'4:.i... zF�� ..�......,._.n. 'acE'^.!,. .:.^v'nHi+. Fi>+� +650.7+� .: ... 54 dP _ ".'u�' . , §':. .. ,.- d�F.:�',�'Tk"'���,., �`9�.�A`.. .Rtl Y ,jitaaiu���^wn��'�`uVa.-a�. Yl t� tlIY.. ,,�.. 4 Z.` .. a�..n goo 9101111.211L no am RaLftwo MR gat faWttt qft aft Rlb]M n go rA! 011" 20 ark tlhnn 9I10 us B)!dn madmaw Gore!! SWOWauww. wMerdr 141iFL! FRO Amer" Ambrovd imm I O riulr mmltnnt 9aanot gainKAIIE n )OII dmm lwww L1119"m FlC.lomd Alma! askn no wit", aedrrAlarw■ wlrrdr Milgrim! FFOCA� A'!rvive! akkkL Afhr,etlon 20s PSY OWPOF$ bn Jw H410s,r ins IMrdwwd owr JMW L SOW. P.a. a CV14 O20 O 4om) 0 0r aMamO ApPwved Af*M1r, 2020 Pb P. P. r Joe a heam an" leuren W. edwa4, PA. T.M. W,R Pr LLC O7M441070 0 44M m12012m0 App mve Asmrmeom 9021 Pill" GWPNW N Jw Mpm a" tlydw ud Door JPrnw lL BudDrer, PE. t 0n111701110 0m4rim0 Or14V207N APPOved Sell," w l' Pbw.m, krw'll'twAPOwrlbn Calms ell"mG Cg1IS•- WIMP no~ ps-mi$S (01)08440 Odgdfr f:Nrbr Dom N*bw MM0rp0NrAweolloo CaWat arlamerh,L I.MwM"mmumWsldw (SIt)BtJO® (m)11NT7 sambewpowlorxd WNwr p11)W4MM lwaslsloryralomeldorrrDWAwarlow i611)m1 ov)1l14w O------ NOPkwb OVORIO N Mork of Lxdrq p♦APpodnNllpp dnlOpr cerwPlemor ells! SveMam et man o pwYprDorwYPprourAlps awylww Bdwd: o msembw Mork w umkm pMeprosrrppNrelgla IkF.wm Flo lyawrsdANmesw are L.br%W PMlde 116.0mnommidagmem Ir.Wm PgrwlWW F ,Ikorr - ANOKAMMN Amuldn m Aam1Al(Lt am own ltamtaktaoidL - . ... .. gmnL#i 1I amnmda LLu AamsLWJIN INrs Olsi aka! ftobeL9Prttln aswu AlllniLOW htllla DAIWL fHi amm" bum apo wAr..ew Aseaved For INw Agglrlgi F•r Eu0narLLWoo CPstaMkfsYlsgLa0lk hmAa tdYtMU Amemot ft in 1 Saw la40 Wrlp whom 1e,0a at" Vfaw.(WL or 30. mIfT x on awams r 7w file'n"v MalBmintoond" kmML Cklbmm aS Belowa� 1 sire ta»taaealpOingDDw WM 24WW*(x' swhG UAW Owl XWJ 11mNm1 NO Yes No +SUB 2 arre tags Warn wrdw WM slop Wkdw pest or x0, 734l7' it 71'1 OlNarama No Yge Pb +Sloss 1 eerre to uses whew "in to +1rMFix slorewwktm 0112Mm1 No Yes No NA 2 erwlaaonaanelp0rNO0or WrylarGrP"F mmiNrpow"PR84•151I' aM02022 No Yes He +Ssae S smile 1oSo Wsei Whbw %W:mra Vltrw0w&wrx4n OW27Nm7 No Yee r +Sage xat•tlr) • 8rW 1OI70W IFr,B YVrrOrs VYryl sera VNrrdow Pwx.lm'xaey OMa77Jm7 NO Yes r +fsAa aorta laaM2asrtpONw Draw WM1FIw,N "Ox'srr,S WNe Dpor ('/r x:1•) t0003 P1 No 1rw Fb +S" 4 8amw 10Ps14a aMlporw odor Vw01 awGN Pals Fintiv0oorpawlLA tl•1a'x m12Mama He Yee r +21-s SFtR"I aliftrAwarimmin Aweewd Hr I,w Amere.tl For Nw knew BMW MOUE aMhWJMIdJLWAbXMdMU 201011OmadWo gobldZ ltl WoJkdn kmAa 2VNN bm balm mnn 1 arbelSDor8m mpwNwA"Plel„e CNNDow 11fpd ldlPr,sl'Ox'&rrGpmrP Door p361ra'x mawwwai ND Yes r +7s,M la m 2 swim. tetwfwmmpe rArrdskel07emeDw Wee Brat Parl Fewd lQ Des owlim. 71•11wx n11M2m9 No Yes Will +/sq at.1� 8 eorrs lapr Er.empp orAlrrdsl0iG OrwOoor W.,1 a• tOx'sdwG srw oeor(rrgla') 1B10af2m2 No 11Ps W +'Sere • ON in E1rO,npswwAVadWrrIL CNMDOOP VrpA!war Pans Fred -WOW MWee, •7-11T' x m/1f12m2 NO Yw No +20427 "Aft) BMM@&t4.tdlllThi anasAelpltn AdmomilPer U- Auowd FarYtl am ➢des IPBt LMdaYamgdWo am m akakdbLo a IOmAa adrtmaa Bub" moolu + aorrl lsD or Erornpele orAa"SOM fteeDO01 %W 2•M*-W 040V pe BOW plli •x alla41m1 No Yes r +211426 "Ai P 2 Brtss 180 w&W-pvee wAuedWrrlL awsDOW Wye Brew Porwl Find'C' DOW"*]er. aFlOYx OZIWm2 No Vw me +•WA* 01.1m 8 arm lfprElNOnfewwwAgwdsMp OrwOoer WyA 2•rnsl'Cx'sfep pen Deer(12'!12') 0171or1m2 No Vw No +Sai0 • aerrslmwferminPwe wAPwd Wren OYSDDDr tA,0lawlr Parr Frwl'O'Door (WdefM •7.1R'x WNW No Yee r +asBL "Ain Plorlds DepertnnaR of Bldrlaaa A Pwhdond ImpuMm Buldinp Codes and $WxWrds Product ApW"1 AppaOLaeen DOW psesldl Ilia k9 1 4 � I G v a F y, ra f r: B� � pambeh ss t?I+�g mwfr: afJgw! wwwr �! FMADOWOd AN a� AOrnrld, 201111 "CWPPN N Jw l"001 NO V.UM - m ", IS. W m, PE, LLO OTM44M OTM42M 071:1170010 APPntwd aslll"Vane, RMN" PE•44196 OW)aae44111 a.hs.wa.lx Fero cal) eat+l0ea O•rePLgew NNkgdr exelrSon R1p0,1 NbNre �� FrldonlglerodAMerdard Ltrwrw Fiemtle IkLasm Nprwww Earn anrLa n 9aaWMLAa1Ya Ae®slhL.Ya root giad aui PnWtlned.LMNYr rMorr PndlW w1r11.n 1 In Y1Q ombwlMR 1 h� t 10eMwPrmawfrW 10 asrrs Yr FrrGl Pprsd YVkrw om&=1 1711e 1'w Him WA 0 N CU (D L L Q O a) Ccu d = 0 .� CU E 0 0 cn L Q) L Q Cn Q e'V C C Cr o ?' W Cr CD O C +� G Lam. Cn � V N 77 m k C 41 a CU O _ L N t 6o O rlt N y O Y Gt N O•_,.cS U 3 ` � CDaim U OJ � c o � •O T N a � C E O d U O Cn E z — CU CU o L CL o L U O L W U CU m = Q o L w� z J z J a. March 6, 2023 SHEET N0. PA 1.2 Simpson Strong -Tie 2020 FBC Approved Products Updated 12r,012020 owFor d1i Inks to all SOT approvals listed betow, CLICK HEg - For additional information regarding Flolichirs Statewide Product Approved System WO Mar,44)ede County Notice of Acceptance (NOA), fr�. FIL11112355-IR7 AW Product Model, Numbw or Name Product Description I Titan Stainless Stool Concrete & Masonry Screw (17N-85) 1/4" diameter Titan stainless steel masonry screw FL#XAM-RO Aal Product Model, Number or Name Product Description 1 SDI 01 12DBB Outdoor Accents Connector Screw 2 SD9112, S09212, SD10112. SDI02112 Strong -Drive SO Connector Screw 3 SDOI 1 2SS. SC92128S Slirong-Drivis SD Connector SS Screw 4 SDCF22434, SDCF22512. SDCF22614, SDCF22700, SOCF22858, SDCF221 0`14. Strong -Drive SDCP Tirri Screw SDCF221134, SDCF221334, SOCF271958, SDCF272368 6 SDCP22434. SDCP22512, SDCP22014, SDCP22700. SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw SUCP221 100, SDCP221134, SDCP271400 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong-Orive SDHR Combo -Head Screw 7 SDS25112 SIDS25134, SDS252rOO, SDS25212, SDS25300, SDS253112, SDS25412 Strong-Orive SDS Heavy -Duty Connector Screw SDS25500 SDS25600, SDS258M 8 SD626112SS, SDS262OOSS, SDS25212SS, SDS2530OSS, SOS25312SS Strong -Drive, SDS Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2720. SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF F loor-to-Floor Screw FLM 0007-RO AN" Product Model, Number or Name Product Description I ATR316. ATRl/Z ATR518, ATR314 Threaded Rods 2 ATUD5, ATUDS-2, ATUD9, ATUDO-2, ATUDO-3, ATUD1 4, ATUD14-2 Aluminum Take -Up Device 3 BP318-2, BP112, BP1/2-3. BP5/8-2. BP518-3. BP314, BM/4-3, BPRTUD3-4 Soaring Plates 4 CNW318, CNWI/2. CNW518, CNW34. CNW5/8-1/2, CNW3(A-&8 Coupler Nuts 5 CTUD58, CTUDS5, CTUD66. CTUD75, CTUD76, CTUD77, CTUD87, CTUD68, CTUD97, Coupling Take -Up Device CTUD98, CTUDGQ 6 N3, N4, N5. Ne Heavy Hex Nuts 7 RTUD3, RTU036, RTUD4, RTUD41B, RTUD5, RTUDS, RTU07, RTUD8 Rabcheting Take-U p Device 8 TUD9, TUDIO Take -Up Device 9 TUW38 Take -Up Washer I D URSS 3/8" Uplift Rod Run Todown System I I URS4 lf2" Uplift Rod RunTiedown System 12 URS6 W" U plift Rod Run Tieclown System 13 URSO 314" U plift Rod Run Tiodown System FL*10441-RO *dal Product Model, Number or Name Product Description 1 DTT2 Hold-down 2 HDC1014, HDC10122 Hold-down 3 HD08, HHDO1 1, HH001 4 Hold-down 4 HDU2. HDU4, HDUS. HDUS, HDUll. HDU14 Hold-down 5 HPA28, HPA36 Strap -style purlin anchor 8 LSTHD8, LSTHD8RJ Strap -style hold-down 7 MASA.MASAP Foundation anchor strap 8 MIPAI32, MPAI" Strap-strylis purlin anchor 9 PA18, PA23, PA28, PA35, PA51, PA68 Strop-stryle purlin anchor 10 PAII8. PA123 PA128, PA135 Stap-style, purfin anchor 11 STHDI 0, STHDI ORJ Strialb-otyle hold-cloym 12 SrHD14 STHD14RJ Sliap-stryle, hold-down Simpson Strong -Tie 2020 FBC Approved Products Updated 12rVM0 MMFor chrect Inks to all SST approvals Wd below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Marni-Dado County Notice of Acceptance (140A), CLICK HERE. 21 LB series he irgers Top flange hangers available in width of 1 -911 S" and heights ranging from 6-3/8" to 15-1 IV' 22 LBAZ sodas hangers Top flange hangers availab Is in width of 1 -Girl 6'and heights is riging from 9.311 S" to 13-1/8" 23 LEG3, LEG6, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 718" and heights ranging from 9" to 33-1/2" 24 MEGS. MEG7 series hangers Top flange hangers available in widdris ranging from 5-114!'to 0- 718" and heights ranging from 9" to 32-1/7' 25 MIT series hangars Top flange hangers available in vAdthe ranging from 1 -Qi 5- 1/8" and heights ranging from 9-114!' to 24" 20 PF, PFB. PFDB, PFDSB ses" hangers Top flange hangers available in width of 1-9116" and heights ranging from 3�SfT' to 7-116". 27 FIR Ridge rafter connector 2S WP series hangers Top flange hangers available in voidthe ranging from 1 .9116" to 7. 1/8" mind heights ranging 9-1/4"to 32". FLSIOSSO-R5 I ABA44, ABA44R, ABA40, ASA48R. ABA86 ABA66R 2 ABU44, ABU44R, ABU46 ABU4011R, ABU5-5, ABU5.6 ABU65, ABU66, ABU66R. ABU88, ABUBBR,ABU101O.ABU101OR ABU1212,ABUl2I2R 3 ABW44Z, ARW44RZ. ABW46Z, ABW46RZ, ABW56Z, ABW66RZ. ABW7.7 4 AC4, AC41R, ACE4. ACB, ACOR. ACES 6 BC4, BC46. SC48t, SCS, BC6R, BC8, BCS2-2/4, SCS2-3ffl e C1344, CB,48, C848, CBSS, CBe8 7 CBSQ44-SOS2, CBSQ445-SDS2. CBSQ86-SDS2. CB3086-5052, CBS088-6= 8 CC. ECC, ECCU Series 9 CCO-SDS2_5. ECCO-SDS2 5 Series 10 CPT44Z, CPTeeZ. CPT88Z 11 EPB44A, EPB44. EPB48, EPBSG 12 EPS4Z 13 LCB44, LCBSe 14 LPC4Z,LPCOZ is MPB"Z, MPBW, MP888Z 16 P844, PB44R, PB46, PBSS, P866R 17 PBS44A, PBSM. PBS56 is P9V6.PBVlO 19 PC44-le PCQ-11B, PC48-18 PC64-18, P0XI-16, EPC44-18 FPC48-18, EPC48-18, EPC64-16, EPCSO-16 20 PC4Z, PC4RZ, PCdZ, PCBRZ, PCSZ, PC8RZ EPC4Z, EPC4RZ, EPCaZ, EPCBRZ, EPCffZ, EPC8RZ 21 PPS44-4Z PPB"-CZ 22 RP8Z FLOIQBWR5 ftLg Pro duct Modal, Number or Name I FJA, FSA 2 FRFP 3 G114". GH46-8, 01-148-6. GH48-8, GH410-6, GH410-8, GH66-6, GH66-8. GH60-0, GH68- 8, GH610-6, CH61M 4 GLB5A. GLB5B, GUB5C. GLB60, GLB7A, GLB7B. GLB7C, GLB70 5 OLSTS12, GGLT812, GLBTSIS, GBILT816, 01.811120, GBLT020 6 HGLBA. HGLBS, HGLBC. HGLBD 7 HGT-2, HGT.3, HGT-4 8 UFPIC-SDS3 9 URFP Product Description Adjustable Post Base Adjustable Post Be" Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded Column Bass Doted column caps with WI ranging from 3-114" to 9-17 and W2 ranging ftm 3-"" to 7-112" Screwed column caps with Vill ranging from 3-14'to 9-1/7'and W2 ranging from 3.518" to 7-1 f2" Concealed Post Tie Base Embedded Post Bass Embedded Post Base Embedded Column Base Light Post Cap Moment Post Base Embedded Post Base Embedded Post Base Round Post Base Postcap Post Cop Post Base Retrollit PostBase emmisLoswum Foundation Anchor Fiat Retrofit Foundation Plate Girder Hanger Gluliarn Bearing Plate Glulam Bearing Plate Heavy Glulorn Bearing Plate Heavy Girder Tiedown Universa I Foundation Plate UnIvierse I Retrofit Fount dation Plate Simpson Strong -Tie 2020 FBC Approved Products Updated 12rM2020 MMFor drect Inks to all SST approvals filled below, CLICK HERE For additional Information =ardIn9_FIO1ld8's atall"Me Product Approval System and Momr43scle County Notts ofA000ptance (NOA). �WCE MgMe FL#10446-RS AW Product Model-Hurnber or Name Product Description 1 A21. A23, A33. A34. A35. A44 Angles 2 APA21. APA4, APAe, APVA21, APVA4, APVAS Outdoor Accents Angles 3 APB44, APBOR. APVBGS. APBOOR. AP1388, APB88R, APS1 010, APB1 01 OR, APV844, Outdoor Accents Post sea APV1344R, APV86S. APVB66 R, APVBSB, APVBBaR, APVBI 010, APVB1 01 OR 4 APDJT24, APDJT2R-4, APDJT2-6. APDJT2R-6, APVDJT2A, APVDJT2R4, APVDJT24 Outdoor Accents Dock Joist Ties APVDJT2FZ4 5 APHH416, APHH45R. APHIR610, APHHOIOIR Outdoor Accents Heavy Hanger 8 APL4, APL8, APT4, APT$, APVL4, APVL6, APVT4, APVTS Outdoor Accents L and T Bearn-to-Colurrin Ties 7 APLH24, APLH24R. APLH26, APLH2eR, APLH210. APLH21 OR Outdoor Accords Light Hangers a BVLZ Brick Veneer Ledger Connector 9 CBT2Z CBT4Z Concealed Beam Ties 10 CJT3Z, CJT4Z, CJT5Z, CJT13Z Concealed Joist Ties I I DJT14 Deck Joist Tie 12 DS Dry Wall Stop 13 FC4. FCS Framing Clips 14 FWANZ Foundation Wag Angles 15 GAI GA2 Gusset Angles 16 H2A, H2.6T, H8, H10A.2, H10S, H14, HGA10 Hurricane Ties 17 HCJTZ Heavy Concealed Joist Tie 16 HH4,HH6 Header Hangers 19 KBSIZ Knes-Brace Stabilizer 20 1_30.1.60,IL70,1_90 Angles 21 LCE4 Post Cap 22 LS30,LS5O,LS70,LSQ0 Stirwable Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ28LZ. LSSJ26RZ, LSSJ2SL2, LSSJ2SRZ, LSSJ21OLZ, LSSJ21ORZ Field Adjustable Jack Hanger 25 LSSRI,81, LSSR2 1, LSSR2,37, LSSR2 58. LSSR21D-2, LSSR410 Filed Adjustable SlopeablelSkewable Hanger 25 LTP4,LTP5 Tie Plates 27 ML23Z, ML24Z, ML28Z, ML28Z. ML21OZ Angles 28 MMH8 Roo(Tio-Down 29 MMHC Hinged Root Connector 30 MMILU20, MMLU26-2, MMLU28, MIMLU28-2, MMLU21 0, MMLU121 1, MMLUI39, MMLU1311 Face -Mount Hen gers 31 RBC�RBCP Roof Boundary Qps 32 RST-3 RoofTio-Down 33 RTC227, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 34 STC STCT,DTC HTC4 TrusisClips 35 TJC37. TJC57 Truss Jack Clips 30 Z2. Z4, Z44 Panel Stiffener Clips FL*1 0447-RS 0 2&g_*_ Product Model, Number or Name 1 AHEP 2 DSC2R-SDS3, DSC2L-SDS3, DSC5R-SDS3, DSC5L-SDS3 3 GBC 4 HCPI,81, HCP2, HCP4 5 HHRC2-2, HHRC42, HHRC42-2, HHRC411 .81, HHRC", HHRCS.2513-25. HHRC5 37r.312, HHRCW a HRCl �81, HRC22 7 LIRU26. LRU28. LIRU210, LRU212 8 LSU26, LSSU26. LSSU210 9 TBE-4. TBE6 10 TC24. TC26. TC28 11 THA29, THA213, THA218, THA218-2, THA222.2, THA413, THA41 8, THAC4118, THA422; THAC422 THA426, THA422-2, THA428-2 12 THAI 1,Blf22, THAl2 06/22. THAl2.1122, THA1222, THAI322, THA13522, THA1422 13 THAL422, THAR422 14 THJA2e, LTHJA20, LTHMA 15 THJM2-"DW, THJM2-5-S0S3, THJU28, THJU26-W 16 TSBR2-24 17 VPA2, VPA25, VPA3, VPA35. VPA4 18 VTCR Simpson Strong -Tie 2020 FBC Approved Products Updated 12r$(M20 For direct Inks to all 8ST approvals Rated below, For additional Information reganding Florlders Statewide Prooluct Approval System and M1smi4)sae County Notice of Acceptance (NOA), CLICK if ERE FLJMO456�RII Ing Emtw&Quwi2gm 1 ST. BTS. STH Brick Ties 2 CMST12, CMST14, CMSTCIO Coiled Straps 3 C514, CSIS. CS18, CS20. CS22 Coiled Straps 4 CSHPI8, CSHP20 Coiled Straps 6 CTS218 Comprossionfronsion Strap 6 DSP, SSP, TSP Stud to Plate be 7 H1. HIOA, H2.SA, H3, HS, H7Z. H16, HIOS, HIG-2, H16-2S HurtricanoTiets 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 9 HS24 Hurricane Tie 10 HSS2-SDSI 5. HSS2-2-SDS3, HSS2-3-SDS3. HSS4-SDS3 Heavy Stud Shoo 11 HST2. HST3. HST5, HSTO Straight Straps 12 HTSI6. HTS20. HTS24, KTS28. HTS30, HTMC Heavy Twat Strap 13 HTSQI6KTZ. HTS020KTZ Heavy Twist Strap 14 UFTA Light Floor Tie Anchor 15 LSTA9, LSTA12 LSTA15, LSTA18, LSTA21. LSTA24, LSTA30, LSTA38 Straight Strops 16 LSTI4Q, LST173 Straight Straps 17 LTB20, LTB40 Bridging 18 LTS12, LTSIO, LTS18. LTS20 LghtTwistStrap 12 MGT Medium Girdrer Toclown 20 MST27, MST37, MST48, MST60, MST72 Straight Straps 21 MSTA9, MSTA12 MSTA15 M9TAI8, MSTA21, MSTA24, MSTA30, MSTA36. PASTA49 Straight Straps 22 MSTC28, MSTC40, li MSTC86. MSTCT8 Straight Straps 23 MSTC48B3, MSTC8863 Pre -Bent Straps 24 MST12e, MST136, MSTI48, MSTISO, MST172 Straight Straps 25 MTS12, MTSIS, MTS18, MTS20, MTS24C, MTS30. MTS30C Medium Twist Strap 26 NCA2xlO-I2, NCA2xl2-12, NCA24-16, NCA2x1O-I8, NCA202-16 Briciging 27 RCW812, RCW814 Wall Bracing 26 RPS18, RPS22, RPS28 Repair Plate Stop 29 RSP4 Stud to Plate Connector 30 SP1. SP2, SP4, SP6, SPO Stud Plate Tie 31 SPH4, SPHa, SPHS Heavy Stud Plate Tie $2 SS1.5, SS2.5, SS3, SS4.5 Stud Shoo 33 Srg, ST12, ST18. ST22, ST292, ST2122, ST2115, ST2215, ST11215, ST6224, ST6236 Straight Straps 34 TB20, T827, TB30t TB38, TB42, TB48. TBU, TB58. TBOO Tension Bridging 35 TWBIO, TW612, TWB14 Wall &acing 38 VGT, VGTR, VGTL Venable Pitch Girder Tiodown 37 WSI 08, WBI DOC, WBI 26, WBI 20C. WB143C Wall Bracing Filli-1k IN Product Description 1 CBH2 376.5, CBH2.37x7 $3, CBH2.37xg.75 Adjustable Hip -End Connector 2 DU, DHU, DH UTF series hangers Drag Strut Con neciors Gable Brace Connector Hip Corner Plate 3 HGU3.63-SDS, HGU5.25­SDS, HGU5.50-SOS, HGU5.e2-SDS, HGU7.00-SDS, HGU7.25. Heavy Hip to Ridge Connectors SOS, HGU9.0O-SDS 4 HGUS series hangers Hip Ridge Connector Rafter Hanger 5 HHGU5,25-SDS, HHGU5,50-SDS, HHGU5.62-SDS, HHGU7 00.SDS, HHGU7 25-SDS, Light Slopeable/Skewable U Hanger HHGUP,DD-SDS Truss Bearing Enhancer 6 HHUS26.2, HHUS28-2, HHUS210-2, HHUS48, HHUS48, HHUS410, HHU85.511110. TrussClip HHUS7.25110 Adjustable Truss Hanger 7 HSUR, HSUL. HSURC, HSULC series hangers Adjustable Truss Hanger Sized for I -Joists Skewed Truss Hanger Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU28-2. HTU28-2. KTU210-2 Multiple Truss Hangers 9 HU. HUC series hangers Truss Spacer -Restraint Variable Pitch Connectors Valley Truss Clip 10 HUC01 81/9-SOS, HUOQI.8ifIlSDS, HUCO210-2-SDS, HUCO210-3-SOS, HUCQ310- SOS, HUC0410-SOS, HUCQ412-SDS, HU005.25/9-SOS, HU=.2S/Il-SDS. HUCQ810- SDS. H UC061 2-SDS Simpson Strong -Tie 2020 F13C Approved Products Updated 12/3WW20 For *act Inks to all SST approvals listed below, CLICK HERE, For additional information regarding Florida's Statewide Product Approval System and Merni-I)sde County Notice of Acceptance (NOA),,Q�. FL#1 14611-jR5 JW Product Model, Number or Name Product Description I HHUS210-3, HHUS210A Joist Hanger 2 HRSG, HRSS: HRS12 ftap Ties 3 HU00210-2-SDS, HUCO210-3-SOS, HU00310-SDS Joist Hanger 4 THGB2, THGB3, THGBH2, THOSH3, THGBH4 Joist Hanger 5 THG02-SDS3, THGC3­SDS4 5, THGOH2-SDS3, THGOH3-SDS4 5, THGQH4-SDSO Joist Hanger 6 THGW3-3, THGW3-4, THOW41-3, THGW44 Joist Hanger FL6111473-IRS 0 Ja" Product Model, Number or Name Product Description 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 HIS, H18S. H18-2; H18-2S Hurricane Tie 4 HETA12, HETA16, HEFA20, HETA24, HETA40 Embedded TrussAnchor 5 HETAL12, HETAL16, HETAL20 Embedded Truss Anchor 6 HGAMID, HM9 Masonry retrofit con rectiods 7 HHETAIG HHETA20: HHErA24. HHETA40 Heavy Embedded Truss Anchor 8 LGT2. LGT3-SDS2 5, LGT4-SDS3 Girder Tiodown 9 ILTA2 Lateral Truss Anchor 10 META12, META16, METAI8, META20, META24. META40 Embedded Truss Anchor 11 MSTAM24. MSTAWS, MSTCIM40, MSTCM6O ftap Tie for Masonry 12 MTSM116, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry FIL01111496-IRS AW Product Descrintion 1 DTTl Dock Tension Tie 2 H012, HD19 Doted Holdowns 3 HD36, HD5B, HD7B. HOSE Doted Holdowns 4 HTT4, HTTS, HTT5-314 Tension Ties 5 LTT19. LTT20B, LTT131 Light Tension Ties FL#13629-R5 AW Pioduct Description 1 SB5/8x24, SB7/8x24, SB1x30 SS Anchor Sorts 2 SSTB16. SSTB20, SSTS24, SSTB28, SSTB34, SSTDX SSTB1 6L. SST820L, SSTB24L, SSTB Anchor Bolts BSTB28L FL#130?2-R4 .RASA Product Model. Number or Name Product Description 1 CMST112, CMST14, CMSTC16, CS14. GS110. CSIS, CS20, CS22 Coiled Straps 2 HRS& HRS8 HRS12, FHA6, FHAR, FHA112, PHA18 FHA24. FHA30. MSTI28, MSTI38, Straps 97 mil (12 go) MSTI48, MSTISO, MST172, SiVST27, SIMST37, VMST48 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twart Straps 4 LSTA30, LSTA30, LST149, LST173, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 go) 5 LSTAP. LSTA12, LSTA16. LSTAIS, LSTA21, LSTA24, ST292. ST2122. S1`2115, ST2215 Straps 33 mill (20 go) a LSUBH3.25, SUBH3.25, MSUBH3 25 Bridging Connector 7 LTP5 Lateral Tie Plato 8 LTS12, LTS16, ILTSIS, LTSX Light Twist Straps 9 MSTA30. MSTAX ST6215. ST8224, ST9, ST12, STIS, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (18 go) ID MSTC68, MSTC78, ST8238 Stirs" as mil (14 go) 11 MTS12, MTSIO, MT818, MTS20, MTS30, MTS24C, MTS30C Medium Twist Straps 12 W.56, SiB1,811. SM.00, S/62.37. SM. 50, SD2.68. SIB3.12. SW,56� SIB3.62. SIB4.06, Top Flange Joist Hangers SiB4.112, S/84.20, S/B4.76, SA35.50 13 S(BA2.12(8, SOA2.1211 0, SMA2.12fl 2, S/BA2.12/14, SIBA4.1818, SfBA4.1 8/10, Top Flange Joist Hangers SFBA4.18112. SIBA4.18/14 14 WHlA Hurricalne-fie 15 S;`HD8S. SIH0819, SMD10S, StHOIOB, S/HDISS, SMD1513 Holdowns 10 SrH DU4, S/HDUS, S/HDUQ, S1HDUl I Holdowns 17 S/JCT, WHJCT Joist Hangers Product Dowription Concealed hangers Foos -mount (DU, DHU) and top-flargo (DHUTF) hangers available in widths ranging from 1-9/18"to 3-9118"amd heights ranging frorri to 23-15118". Face -mount hangers Foce-mount hang" available In wdths ranging from 1.518" to 7. 318" and heights ranging from 6-5116'to 12-718". Face -mount hangers Face -mount hangers Skewed face -mount hangers available in widths ranging from 3- 1/8" to 5-1/8" and heights ranging from 4,V4" to 15-364"� Concealed flange version (HSURC, HSULC) available for all double 2X and 4Xmodels; only acute flange is concealed, F000-mount hangers Face -mount hangers available In widths ranging from 1-9116" to 7- If2" and heights ranging from 2-7/8"to 19-114". Concealed flange version (H UC) available for all models having width equal to or greater than 2-9/16" Face -mount hangers Simpson Strong -Tie 2020 F13C Approved Products Updated 12rAW20 For direct Inks to @jI SST approvals listed below, CLICK HER - - - - - - - 9 For additional information regarding Florridas Stallowildo Product Approval System add Marri-I)adir County Notts of Acceptance NOA). &&Mg. 18 SILBV1.58, S/LBVI.81, SILSV2.06. SILBV2.37. SfMV2,58, S&SV2.M SILBY3,12. Top Flange Joist Hangers SrUBV`3 56, S/LBV3. 82. SILBV4.06. S/LBV4.12, S/UBV4.28, SA. BV4.76. SALBVS.60 19 SILTT20, SrOTT2Z, SA-TT14, HTT4, HTT5 Holdowne 20 S/MSTSO, S/MST72 Straps 118 dill (10 go) 21 SP4. SPO Stud Plate Ties 22 SSP, DSP, TSP Slud Plats Ties 23 STC. DTC TrussClip 24 TBD22 Truss Brace Diagonal 25 TJC37 Truss Jack Connecritir FLIH 3904-RS JW Product Model, Number or Name 1 OCOPM 82-SDSHDG� CCOM4.02-SDSHDG, CCQM5.5D-SDSHOG, CCTQM3.82-SDSG. OCTOM4.82-SDSG, CCTQMI5.W-SOSG, CCCQW 62-SOSG, CCCQM4.62-SDSG, CCCOM5,50-SDSO 2 ECCLOM3.62G4(T. ECCLQMA.M-KT. ECCLOM5.50G.KT, ECCLLOMD3.82G-KT, ECCLLQMD4.M.KT. ECCLLQMD6,500-KT, ECCLROMD3.02G-KT, ECCLROMD4.620- Kr, ECCLRCMD5.5OG-KT 3 HGUV6 25. HGUM5.50, HGUM7,00, HGUW.25, HC3UM9 00 4 LGUM28-2, LGUM213-3, LGUM264, LGUM28-2, LGUM28-3, LGUM28-4. ILGUM210-2. LGUM210-3, LGUWQiO.4, LGUM48. LGUM48 LGUM410 5 MBHA3.1219.25, MBHA3A21II 25. MOHA3.6W.25, MBHA3.5619.25, MBHA3 50/11,25. MBHA3.68/11.88, MBHA3 58114, MBHA3.5&16, MBHA3.58ti8, MBHA5.6Or7.25. MSHAS.50M.25, MBHA5.SW1.25, MSHAS.50111 88. MSHA5.5Qfl4, MBHA5 50/18, MBIHA5.50118 6 U13HU3,5&9.25, MBHU3,50/11.25, MBHU3,66111.88. MBHU3.56114, MBHUS.56116, MBHU3 561118. MBHU65019.25, MBHU5.50111 25, MBHU5.50/11.88. MBHU5.60/14, MBHUS.50/10, MSHUS.50118 FLIM 3975-RO Sog 9 Product Model, Num bar or Name I SDW22300, SDW22338, 5DW22438, SOW22468z SOW22600. SDW=eOO, SOW22M SDW22SU 2 SDV%ICIS450� SDWCl5SOO 3 SDWH19300DB, SDWH19400DB, SDWHlQ6O0DB, SDWH1Q8OODB, SDWHIP100ODB 4 SDWH274ODG. SDWH279DOG. SDWH278OOG, SOWH271ODDIG, SDWH2712DOG 5 SDWS1162112, SDWSI6300, SMS18312. SDVVS16400 a SDWS19000, SDW81971Z SDWS224DO,SDWS225OO.SDWS225l2, SDWS22800, SDWS22800, SDWS22900, SDWS221 ODO, SEYWS221 100, SDWS221200, SDWS221 500 7 SOWS2230ODS. SOWS22400138, SOWS22500081 SOWS22eOODB, SDWS2280ODB, SDWS221 COODB 8 SDWS2231208B, SOWS22512DBB 9 SDWS273COSS, SDM2740OSS. SDWS2750OSS, SDWS27600SS. SDWS2780OSS. SDWW7100OSS, SDWS27120OSS 10 SDWV13400 11 STN22 IFLXI &M3-R3 30dtgj Product Model, Number or Name I AS I S. AS I SS5, AS 1895 2 AS20HS 3 AS-20 4 ASHP EM19921ffadi= Masonry Pier Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Beenin Hangers Masonry Top Flange Beam Hangers Masonry Boom Hangers Product Description Stong-Dir" SOW EWP­PLY and TRUSS -PLY Screws Strong -Drive SDWC TRUSS Screw Strong-Dirwe SDWH TIMBER-HEXSorew Stroing-Dylve SDWH TIMBER -HEX HOG Screw Stong-Drive SDWS FRAMING Screw Strong -Drive SOWS TIMBER Saevv (interior Grade) Strong -Drive SDWS TIMBER Screw (Exterior G rade) Outdoor Accents Structural Wood Screw Strong -Drive SOWS TIMBER SS Screw Striong-Drive SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer Product Description IS go Truss Plates 2D go. High Strength Truss Plate 20 go Truss Plate Hinge Platte Connector FIL111015730-114 JW Product Modal, Nurn bar or Name Piroduct Dorwrrig= I ET.HP Adhesive Anchor for concrete 2 GAC. GOP, GDPM-50, GOPM-75. GDPM-1 00. COPS. GW-50, GW-75, GW-I 00, GTH Gas -actuated fasteners end oestimblies 3 PDPA, PDPA-K, PDPA-MG, POPAT, PDPAT-K, PINW, PINWP. PINWP.W, POPAWL, Powder-3chuated fasteners. threaded studs, and assemblies PDPAWL-MG, PSVI_3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 4 SET-3G Adhesive Anchor for concrete Simpson Strong -Tie 2020 FBC Approved Products Updated 1213012020 Forchrecl Inks toalISST approvalsksted below, CLICK HERE For additional Information regarding Flodds's Statewide Product Approval and Marn4)fide County Notice of Acceptance (NOA). gUQL_UU 11 HUS, HUSC series hangers Face -mount hangers available In Wdths ranging from 1-518'to 3. 9116" and heights ranging from 4.5tl6" to 11". Concealed flange version CHUSC) available for models having width equalto or greater then 3-9/16" 12 IU $riaries hangers Face -mount hangers available in Wdths ranging from 1-718" to 3. 5f8" and heights ranging from 9-1/4" to 16" 13 LGU3.25-SDS, LOU3,03-SDS. LGUS 25­SDS Face -mount hangers 14 LU24, LU26, LU28, LU210 Face -mount hangers 15 LUC28Z. LUC21 QZ Face -mount hangers 10 LUS series hangers Fooe-mount hangers available in widths ranging from 1-WlV'to 4- M" and heights ranging from 3" to I 0-15iflir' 17 MOU3,63-SIDS, MGU6.2"M, MGU5.50-SOS, MGU5.e2-SDS, MGU7.00-SOS Face -mount hangers IS MIU series hangers Feco-mouht hangers available in widths ranging from 1-9116"to 5. Iff' and heights ranging from 6-1611s"to 19-11Z. 19 MUS26. MUS28 Face -mount hangers 2D SUR. SUL SURC, SULO series hangers Skewed face -mount hangers available in widths ranging from 1 - 9116" to 34WIS"and heights ranging frorn 3-Itl Wto Concealed flange version (SURC, SULC) available for all double ZX and 4X models; on ly acute flange is concealed. 21 U series hangers Face -mount hang era available in widths to hill from 1-9/16" to Wand heights ranging from 2-5/8"bar 11-1/4" F1.0101111157-Filf 12" Product Descricirilan 1 BA series hangers Top flangs, hangers available in wothis ranging from 1 016"tri 7- its" and heights ranging from 7-118" to aO'. 2 DGBF sories hangers Top flange hangers available in wdths ranging from 3-6/8"to 7- 1/8" and heights ranging from 9-1/4" to 24". 3 DGF series hangers Top flange hangers available in widths ranging from 1 -112'lo 3- 518" and heights ranging from 7-114" to 24". 4 DGHF series hangers Top flange hangers available in vAdther ranging from 1-314" to 3- 518" and heights ranging from 9-1 /4!'to ZV 5 EGS, EG7, EG9 sari" hangers Top flange hangers available in widths ranging from 5-114" to 8. 7/8" and heights ranging from 11 " to 32-1/7'. 6 EGO series hangars Top flange hangers ov2gsbls in widths ranging from 3-518" to 7- lfil" and heights ranging from 11 -1/4"to 37' 7 GLS seiries; hangers Saddle hangers available in widths ranging from 3-114" to 8-718" and heights ranging from 8-1/2" to 28". 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114!'to 7- 118" 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 39'. 10 HGLS "des hangars Saddle hangers available in wdM* ranging from 5-114" to 8-718" and heights ranging from 10-1 17'to 26'. 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 7f8" and heights ranging from 7-1/7'to 37' 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1 IW'to 7- 1/8" and heights ranging from 14" to 33', 13 HIT series hangers Top flange hangers available in widths ranging from 2-5/la" to 3- 0/10" and heights ranging from 18"to 26'. 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-1/8"to M116'and heights ranging from 5.318" to 13-1/6'. 15 HUTF. HUCTF series hangers Top flange hangers available in widths ranging from 1 -9116" to 5- 1/2" and heights ranging from 3-711fr to 15' Concealed flange version (HUCTF) available for all models having width equal to or greater than 2-9/16". 16 HWP sorlies hangers Top flange hangers available in widdris ranging from 1 -911 (Y'llo 7- 1/8" and heights ranging from 5-3/8"tio 2W 17 HWPH series hangers Top flange hangers available in widths ranging from I -91161D 7- 112" and heights ranging from 5-3/8" to 37' 18 ITS series hangers Top flange hangers available in widths ranging from 1 -9/1 6"to 3- 5/8" and heights ranging from 9-iff'tio 16' 19 J13 series hangers Top flange hangers available In width Of I -911IT'lind heights ranging from 5W" to 7-1/4" 20 J13A series hangers Top flange hangers available in width of 1 -QtI IT'and heights ranging from 9-3/1 S"to 13-1/8" Simpson Strong -Tie 2020 F13C Approved Products Updated 11250M20 M= For droot Inks to all SOT approvals IsIsid below, CLICK HER For additional information regarding Flordies Stalinvide Product Approval System and Miarri-Dade County Notice of Acceptance INCA), CLICK HERE. 5 SET-XP Adhesive Anchor for concrete 6 Strong -Bolt 2 (STB2, STB24SS, ST B2-MS) Strong-Boft 2 Wedge Anchor for concrete available in carbon steel and Types 304 and 316 stainless steel 7 Titan HD (rHD-H, THD-HIMG, THD-H4SS, THD-HSSS, THO-CS, THO-CSSSM Then HD Heavy Duty Screw Anchor for concrete and masonry available with box head In carbon steel and Types 304 and 318 stainless stool, or with countersunk head in c*rbon stool and Type 316 stainless steel 8 Titan HD Rod Coupler (rHD37634FZC, THDSM4RC) Titan HD Threaded Rod Coupler for concrete 9 Titan HD Threaded Rod Hanger (THDB25158RH. THDB371 SSRH, TH037212RH, Then HD Threaded Rod Hanger for concrete THO50234RH, THD10212RH) 10 Wedge -All WA) Wedge -All Anchor for masonry FL*t623Q­R8 §X1 Product Model, Nuts bar or Name 1 AT-XP 2 ET.HP 3 SET-XP 4 Shrong-Bolt 2 (ST82) 5 Trien 2 (TTN2) 6 Trillin HD (THD-H4SS, THD-HSSS, THD-CS" 7 Titan Turbo (TINM FLOI 61111117-1113 JQW PrOdualt Model. NuMber or NRM# 1 X34B1 016-5 K, X1 SI 0 16, Xi B1 01 84K XQ 1 $1016, X01 8101 6-4K 2 XLQI 1 4TI 224,)(10114Bl 224-2K 3 XM01 14SI 224, XMQI 14Bl 224-2K 4 XQI I 4S'l 224. X01 I 4BI 224-2.5K Xl 14$1224,)(0112SI 224. XQI 1281224-2K 6 XU34SICIS, XU34B1018-51K FI.05320-RO JW Product Model, Numbergr Name 1 DSSCS43.5 DSSCB4e, OSSCB48, DSHS 2 FCB43.5, FCB45�5. FC154T5, FCB49.5, FCB411 5 3 FPHSD34S1O16, FPHSD34B10l8, FPHS034B1018-5K. PPHSD3461214, FPHSD34B1214. FlPHSO34Bl2I4-5K 4 LSFC2.25. LSF04,25, LSFC&25, SFC2 25, SFC4.25, SFC6 25 6 LSSC4.25, LSSCS,26, SSC2.25, SSG41�25 SSC6.25, MSSC2.26, MSSC4 25, MSSC625, MSSC4.26KW, MBSC6.25KW 6 RCKW3, RCKW5.5, RCKW7 5, RCKW3S. RCKW6.5S 7 SCB43,5, SCS45.5,80647 5, SCB49 5. SCS411.5, MSCB45.5, MSCS47 5 8 SCS32-5/97, SCS62-5/9T SC$02-51118. SCS82-5tl 18 9 SCW3.25, SCW5.5 10 SJC8.25, SJC10.25, MSJC8,25, MSJC10.25 11 SS83.518 12 XLSH3481414, XLSH78B14l4 13 XQI S 1018. XQ I Bl 0 18- 4K, XQI S11 2114� XQ I a I 214-3.5K, X07881224, XQ 78BI 224-31K, X01 1 4SI 224, XQ 114 91224-2.5K, XQ 1 12SI 224, X01 129122 4- 2K X34B1 01 e- SK, Xl S1 018, X1 8101 64K, XI SI 214, Xi Bil 214.3 5 K Product Descriation AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Ad has" for mosonry, SET-XP High -Strength Epoxy Adhesive for masonry Strong-Bolit 2 Wedge Anchor for masonry Titan 2 Screw Anchor for Concrete Then HD Heavy -Duty ScrevvAnchor for concrete available in 304 or 316 stainless steelwith hex head. and 316 stainless steel with countersunk head Then Turbo Screw Anchor for concrete or masonry Product Deriscilliation #10-10 Strong -Drive X Metal Sell -Drilling, Topping Screws with 03 Drill Point #12-24 Strong -Drive XL Larger -Head Metal Self -Drilling, Tapping Screws with #6 Drill Point and Large Diameter Hex Washer Head 412-24 Strong-Driye XM Mediurn-Hood Metal Self -Drilling, Topping Screws with #6 Drill Point and Medium Diarristor Hex #12-24 Strong -Drive X Metal Self-DrIlIng, Topping Screws with 06 Drill Point #10-10 Strong-Dnvo XU Metal Self -Drilling, Topping Screws with #1 Drill Point EMAliq2talaW= Bypass Framing Drift Strut Connector Bypass Framing Fbied-Clip Connector #10-18 a nd #12-14 Strong -Drive FPHSD Frarning-to-CFS Sell - Drilling, Tapping Screws Stool Framing Con neft r Stool Stud Connectors Rigid Knee Wall Connector Bypass From ing Slide -Clip Connector Bypass Framing Connector Hered-of-Wall Side -Clip Connector Stool Joist Connectors Bypass Framing Slide -Clip Strut Connector #14-14 Striong-Onve XLSH Shouldered Self-DdIling, Tapping Screws #10-10 ill 2-14. and fill 2-24 Strong -Drive X Metal Seli Topping Screws CD .0 Cn - CU > CD CD a) 2 0 0 CU .0-0 -0 a) a) CC:-) CU 0 C) ICU `0 Fn _0 0 C 5- - C CD 5:: CU = 0 .0 CU > M E 76 CL CU -0 . C (n < W mi t cr) C14 CL C., M Li, C2- CC th C14 C=3 no CU GJ E CC W CL) CJ CD c: CL, E E =3 Z CIO 0 =3 "'i"o 0 U) ICU 0 L_ CL 0- 0 0 (1) Cl) CIO M Isssisis L_ ICU W < Z Z _J [L SHEET NO. PA 13 1W1t{L1l3WIL 14- y , QD CU V MIAM 2 CL CD O cLcd (D -0 a- .0) U N Cl) t� = O ca to 2 .O N 0 O U_ O 4-- > O .� E 2 C (�� � Q e*� N 0 tr = 0 N v �C o a� _ � V N co x V1 _ C u- O cco N N Q N L O O N 3 Y °' a, dC�� d�=.a s 3 3 CL, c c� V1 d.G c E � O U O c) L o Q L' U 0 L "'�� M m Q O L L w M Z z J Z Q J a SHEET NO. PA 1 A �dIA'!kI-DA,DE COirNII �� 1 P3t�ODL'CTGo�i'rttgL SbCTIODt PGT Industries, Iar7.� PGT Industries, ]Inc. I'G�' Industries. Inc. 11�45 SAS �� Street, Room 208 NOTICE OF �iCCEPT_4,'�C.'E: E�w3D►E1'tiTCE Si�'hffi'TED 7 T , NOTICE OF ACCEPT.4LL`�C'E: E��E�tiCE SCtB�III'TE.D DIEPART�IV'TOFREGULA'M3tYANItEtO�i'O�C RESQ�LfBCES(AES} b+i�t F2ozdde 3317i .{74 soajtD�canEnDt+�s•riz!►•rta�xnivzsto�r 3�s�ats-�s�a fr��is-�ss� NOTICE OF ACCEPTh1�ItCE : EVIDENCE SLTB�ftITTED NOTICE 4F ACCEPTANCE (NOA) ,r,ne.tni.tetiiadesw+ecenoss 1. Evidence submitted under previous YOA A. DRAT►S'LNGS B. 'TESTS (continued) D. LT�LLTI''i :�SSi�'"�TC'E 1Q. jMiami Dade Department of Regulatory and Economic Resources (RER}_ PGT Ietinstr•ies, Inc. 1670 Technology Drive, 1. Mazulfacturet's die drawings and sections. S. Test report on 1) Air Infiltration Test, per FBC. TAS 202-94 North Venice, FL 3�27g �Srrbrrriticd under ti�U.� Aa.11-010� 0.:�} 2) Uniform Static Air Pressure Test, per FBC. TAS 202-94 E. �i�TERI.�iL CERT-ffIC ATI4i�IS SCOPE: 2. Drawing No. �-5570.Q, titled "Vinyl Sliding Glass Door NOA (L1VI)", sheets 1 3) Water Resistance Test, per FBC, TAS 202-�4. 1. Notice of Acceptance No. IS-4328,i4 >ss�d to Vision Extrusion Limited for their This NOA is beta issued under the cable rules and regulations governing the use of a o�nst>ructiontnattxials. The through 21 of 2lpvcpared , by manufacturer, dated l0i(18,`15, with revision A dated 4) Large MissilImpact e Test FBC, TAS 20l A4 "White Rigid PVC Exterior Extrusions for �"ssrdoR•s and Doors". dated 08.+13? 1 S. doftimFlLtatlOIIS7lbmfi�t9d�aSt)EleIIiel'LeWid8t1i18cCeptEd-�l4�tam1-I�tltyl�R,-P'i€1dttCt�"ffl'it7'QY�eCti4ato 04�bS, signed azidsealedyA.Lymil�er, P_E. 5}Cyclic Wind Pressure Load�perFBC,TAS 243-94 erpirhrg om09,�30,+i9. be used is Nharui I?adt: Cratmty and other areas whta's allowed by the A�aity Ha�-istg Jeuiadncfiioc (AH3}, G) Forced F.lflry Test, per FBC,. TAS 24?-94 ?. Notice of Acceptance No.1d-4920.Q8 iss►red to Vision Extrusion Limited fat• their '`�'E 'This NOA shall not be valid after the expiratic►ndate staudbelow. The Miami -Dude County Product Conant Section B. TESTS along with rzlat3oed-up drawings and installation diagram of visryl sliding Mass door. prepared 1QQ0� Tan 202 and lighter Shades (�3'on-ilr7iltr) Rigid PVC Exterior Extrusions for (m Pvfami. Dade County) ancllorthe AM (in areas other flsa�rMiami Dade Castmy) reserve the right to have this 1. Test report on 1) Uniform Static Air Pr+e.�tlre Test., per FBC, TAS 202-94 by Fenestration Testing Lab., Inc.. Test Report No. FTL 85.19, dated 11;�OCi,�I 5x signed and ''4'r'mdowx and Doors", dated 12,148116. expiring on 12f'29+2.1. product or testedfor quality assaraaceputposes. If this product or material fails to perform is flee accepted material 1) Large Missile Impact Test per FBC, 'TAS 241-p4 seared by Idalmis Ortega, P. E.. (Test report revised on 12i0411 S and 0211 lrlb) 3_ Notice of Acceptance No. I:�-0328.15 issued to `vision Extrusion Limited for their meaner, the tnaaatfactssterwill incurtheexpense ofsuch t�esliagand the AH7mayimmexiiatelyxeti*oltie, atodif_y, or 3 Cyclic Wind Pressure Loadizr FBC', TAS 203-94 g per 6. Test report on 1 } Air Infiltration Test. per FBC, TAS 242-94 "Brown Coated (Painted or Laminated White Rigid PVC Exterior Extrusions for � � ) suspend the. use of such product or material within their jurisdiction. RER reserves the right to revoke this along with marked up drawings and installation diagram of vtiziyi sliding glass door. prepared 2} Unifoml Static Air Pressure Test_ per FBC. TAS 202A4 ��mdows and. Doom", dated 08I1311 S. expiring on 09130i19. acceptance, if it is deterinine�d byMiami-D�adr Canary Product Control Section that flits pmdnct or material fails to by Fenestration Testing Lab, Inc., Test Report No. FTL 8717, dated 1?�'07,� 15, signed and 3) Water Resistance Test, per FBC. TAS 242A4. 4. Notre of Acceptance No_ 16-0712.82 issued to EAiERGI Fenestration Solutions USA, meet the requirements of the applicable budding code PIIAM� MIAMI-DADE COUNTY PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Strem Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE (NOA) www.mismidade.goy/economy Cast -Crete USA, LLC 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS Seffner, Florida 33584 1. Drawing No. FD4612, tilled "Precast and Prestressed Lintel Details ", sheet I of 1, 1. Drawing No. FD4612, tilled "Precast and Prestressed Lintel Details ", sheet I of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details sheet I of prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, titled 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6 & 12 " SCOPE: "Casi-Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by L T4612, titled "Cast -Crete 4 ", 6 " & 12 " Lintel Safe Load Tables" sheets I Lintel Safe Load Tables", sheets I through 3 qf3, last revision dated 06112114, all This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, A E., dated March 24, 2003, last revision 41 dated April 28, 2003 both through 3 of 3, prepared by Craig Parrino, P.E., dated March 24,'2003, last prepared, signed and sealed by Craig Parrino, A E., on 08119114. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P, E. revision dated March 11, 2008, all signed andsealed by Craig Parrino, P. E., on Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). B. TESTS March 22, 2012. B. TESTS 1. Test report onflexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and I None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control 0!filled Models, total of (13) concrete lintel specimens, per ASTM E-529-94, prepared B. TESTS Section (In Miami Dade County) and/or the ANJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and I . None. C. CALCULATIONS this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Hamon, P. K 1. Calculationsfor Cast -Crete Lintels, dated 0811912014, pages 14,201 through 14.236, accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P. F. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCI.TLATIONS 1. None. D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculationsfor Cast -Crete Lintels, dated 05129103, 20 7 pages, prepared by Craig D. QUALITY ASSURANCE 1. By Miand-Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Pea-rino, P.E. 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane z Calculations for Cast-Crele Liniels, dated 05129103. 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS Zone of the Florida Building Code. Parrino, P.E., signed and sealed by Craig Piv-rino, A E. E. MATERIAL CERTIFICATIONS 1. None. DESCRIPTION: (Cast -Crete) 4",6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: 1. None. F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Quality System Manual.for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Lelterfirom Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002. 1. Letter from Cast -Crete Corporation, dated F ebruary 03, 2012, signed and sealed Parrino, P. E, certifying compliance with the F lorida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast-Crele QualityVystem Manualfor Prestressed Products dated 2002. by Craig Parrino. P. E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, tilled "Precast and Prestressed Lintel Details", sheet I of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturees name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, filled 1. None. B. TESTS County logo. "Cast -Crete 4 ", 6 11 & 12 " Lintel Safe Load Tables" sheets I through 3 of 3, prepared by 1. None. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. None. 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS D. QUALITY ASSURANCE materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. None. 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). any section of this NOA shall be cause for termination and removal of NOA. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RM. 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. L None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, RE This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E-4 and E-5 as well as approval document mentioned above. wt_'A W. a�= - 19 1 efm- y P. E., M. S. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. vu " _,,�5+leliny A. Makar, P.E., M.S. C--'Helmy A. Makar, P.E., M.S. Proeuct Control Section Supervisor duct Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 MLAM N" Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 A-P-P R 0 V E D I Expiration Date: 09/11/2023 Approval Date: 09/20/2020 Approval Date: 08/20/2020 Approval Date: 0100/2020 Approval Date: 08/20/2020 Page I E-I E-2 E-3 U) -0 > C) 0 (D 2 C: CU -0 Cn 0 CU 0 .0 CU U_ CU > M co -0 CD W E CU 2 CX !E CU —0 CX z z W mi en Cn CM :3. LIJ 2 _= CL C'4 co >< CO cp > E cu CM Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (W). 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None. F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - U) Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Leiter with the Florida Building Code, 2020 Edition, issued by Cast- Ca > A. DRAWINGS Crete USA, Inc., dated 06111120, signed& sealed by Craig Parrino, P. E. 0 1. Drawing No. FD4612, tilled "Precast and Prestressed Lintel Details", sheet I of > CD_ 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. 0— LT4612, titled "Cast-Crele 4 ", 6" & 12 " Lintel Safe Load Tables ", sheets 1 0 < through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P. E, on January 22, 2019. B. TESTS 0 1. None. L_ C. CALCULATIONS < 1. None. C0 D. QUALITY ASSURANCE M ca 1. By Miami -Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS =:3 1. None. —0 F. OTHER 1. Article qf Conversionfor a name change. 0 cz W C34elmy A. Makar, P.E., M.S. z� r/ Helmy AL Makar, P.E., M_S_ 2 < Product Control Section Supervisor Product Control Section Supervisor Z __J NOA No. 20-0630.15 NOA No. 20-0630.15 z Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 < Approval Date: 08120/2020 Approval Date: 08/20/2020 E-4 E-5 March 6, 2023 SHEET NO. PA 1.5, I , I I -L-ILIT - — /T— Mp1=_LV,AI,Tr"T ON RF"Irr NO. 2041721.8 2 EIRIDDLICT EYALVAIM REPI NO, 20472troi 3 1 LTECO im\c TILLIT TESTING & ENGINEERING COMPANY 2.2. TIES R PORTS: 8, MAJERIAL CHARACTERISITI-C3 AND SPECIFICATION& TILLIT TESTING & ENGINEERING COMPANY __ ____ - - - ­ __ 'WATJ7TR AI. TlLUT, JR., F.E. tlltc��I&Trn '. Large missile Impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads Shelf be strictly In accordance with General Notes and Components Indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing - I ____ ­71 - - I __ --------,-- ____._________ WAL77,11A. 111,14T, M. II.E. tiltew@wl.com N,, 4407 ITI.IK"" TA,up,I ,,, PIT 14167 K C , I,k._. WI. WI as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No-20.1 74L Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of I LI�A. I.-. N. N1061I 0 Testing, Inc., Reports # 96-669 dated 08/0911096, #W570 dated o9tietioge, 26, of Product Evaluation Document (P.E.D.). drawing No. 20-170. PRODUCT EVALUATION REPORT #96-T30 dated 09120/11)96I all three signed and sealed by Hector M. Medina, REPORT II 20-0727.02 PIE., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/1811998 and # 2126 dated 10105/1998 witnessed by Gilbert Diamond, PIE. and Report No- 7. IMITA'nONS AND CONDITIONS OF USE; DATE: July 27, 2020 REPORT NI 20-0720.01 0219.Gl-09, dated March 4, 2000, signed and sealed by Edmundo, Largaespaida. PIE. and Henry Hattem, PIE. 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated PRODUCT CATEGORY: Shuttem DATE: July 28, 2020 Tensile test report No. 9CM-1 97 by OC Metallurgical, Inc., dated March 13, 2009, on sheet 1 of 26, as well as General Notes # I thru 4 and I 1 thru 16, Indicated on sheet 21 of 26 of Product Evaluation Document Il drawing No. 20-176 PRODUCT SUB -CATEGORY: Storm Panels PRODUCT CATEGORY: Shuttars signed and sealed by Frank Grate, PIE. prepared by TlIteco, Inc, and signed arid sealed by Walter A. Tillit, Jr., PIE. PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PRODUCT SUB -CATEGORY- Storm Panels J."TRUCTURAL ENGINEERING CALCUL&IIQM. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as PANEL On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined ion section 1620.2 of Me Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL vAnd load, as well as maximum anchor spacing vs. design wind load and panel 11111ANUFACTURER: Global Bmt4cftwPradu0t&.LLC length based on rational and comparative analysis, and in accordance with 7.3. Product shal I only be Installed Into poured concrete, concrete block, and 48DO S.W. 51 Street MANUFACTURER: Global F!rotmfflan Products " section 161 6 of the Florida Building Code. Calculations prepared by Tilleco, InI wood frame structures. Davis, Florida 33314 48W S.W. 61 Street dated 11103108 and 03112115, signed and sealed by Walter A. 1"illit, Jr., P. E. Davie, Flodda333II4 1 . PURPOSE OF EVALUATION; 3. MISSILE IMPACT RESIOTANCEO Product Evaluation Report prepared by Walter A. Tillit, Jr.. PIE. (Florida License 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Waiter A. T1111111, Jr., P.E. (System Large missile Impact under section 1626 of the Florida Building Code, as per No - 44167), President of Tilleco, Inc. (Florida CA-0006719), This is a Product Evaluation Report Jssuod by Walter A. III Jr., PIE. (System ID # 19DO) to the Global Protection Products, LLC, Rute Chapter No. TAS 201 Protocol. ID # 1000) to the Global Protection Products, LLC, Rule Chapter No. 01 020-3, Method I D of the Florida Department of Business and 4.WIND LOADS RES14TANCL "01"Ill"161114" . Z "' 9, III, T14 t `4,�vw ofl�� 7� ... III.. 61 G20-3, Method 1 D of the Florida Department of Business and Professional Regulation. Professional Regulation. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind ....., , . � I, \��EN . . . N A�' I. .. Ive I . This product is being Issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall boas Indicated on sheets 8, 10, 14,15, le. 19. 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 1. .- - ­ I : ___;ir-__S`F_ 4W,__ W .44167 I I *::___�, . This product Is being Issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the been verified for compliance In accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product [a for the purpose Intended 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9. 10, I 1, _­­­__:I�_3 -'* I, -,* : * - *1 . : Ihj--,-*-'r - '-. STATE OF `B. Florida Building Code, and to verify that the product Is for the purpose Intended at bast equivaFentto that required by the Code. 14,15,17,18, 19.20 25 and 26 of 26. of Product Evaluation Document (P.E.D.), ,�_ , - . � .-I , I -0-... ,-� �` %,P ... "10RIN)V, V` at least equivalent to that required by the Code. drawing No. 20-176, , .,� . .. N, '�� "' .... 66 0,4 SIO�AC This Product Eve luation Report be to in This Product Evaluation Report shall be subject to review and revision In case of ...... I 04411111111lot, I I shall subject review and revision case of a Building Code change that may offed Its limitations and conditions 5 N: a Building Code change that may affect its limitations sind conditions Installation shall be performed strictly In accordance with details indicated on WATU 2- EVIDENCE SUBM177—TED: sheets 3 thru 7, 10 thro 20, 23. 24 and 26 of 26. of Product Evaluation Document D�IITILTFCOATOMON RECORDS kP. S. REPORT.20 I,GLOBAIL PROTECTION PFJODUCTS. LLC I20 GAGE 2. EVIDENCE SUBMITTED: 2-1. PRO[) QTMMATIOND0CUMEN_T(P.E,D,)* (P.E.D,), drawing No. 20-176. Minimum ,separation to glass shall be as GALVANIZED STEEL STORM FI ORWO NMI 78 I, REPORT 92D-M2&01 Drawing No. 20-176. III dad "20 GAGE GALVANIZED STEEL STORM PANEL", indicated on sheets 8,14,16, 25 and 26 of 26. of Product Evaluation Document (P.E.D.), drawing No. 20-175. 2.1. PRODUCT EVALUATION DOCUMENT (P�L,I Drawing No. 20-173, titled '24 GAGE GALVANIZED STEEL STORM PANEL', sheets 1 thru 26 of 26 prepared by Tiltow, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07128/2020. This drawing Is an integral partgUNt, Sheets 1 thru 18 of 18 prepared by Tilteco, Inc,; signed and sealed by Walter A. Evaluation Report, 01% ` � A r/� ',N& %A Jr,f - 4 V t0liIIIIIHII 'e'%��k k. T, IY&I N , 14,Ip-XiX , "I Tillit, Jr., PIE,; dated 07/27/2020. This drawing is an inteR I V, 'Is Evaluation Report. 091M M ,P%, �� I J,,�,% I ....... , 'it"', . I - I � ��,\ I , :41'.. I. I �, C -, .,�o .,�'ii;IZ­ I ,.� '-�.­' - - ,_ - .. . -1-Z . ___� ' S � �_ I ... - 59 \ V e", .. - Ae_.­��'Ii�i­ I/- . ___)�:�_: . I" - '-- ' 1: 7 * - 1! --- .- - � , *--� -..t , _ /* � , _. , "..., �un�� \ - . --'*- -1 1. I - , �__ Is. ___ " *�-44167 - z ,...I - - - � No, 44167 - -_�,." ,44 -,..--I---- __t -416 Z--_ I A ��_ zit��_I,�- = -7 � I - *- I I, zr, ;-?.-4 � * :J " I - _', I,_ 11 : J -?, � I * �7/ 4 ,�� ., E , �_ TATE OF ;/ / S . �_ I �1, * �*! I . " ___ __ - , I , I % ---I- . -_ - , 1, .. It I �,- .. . I( , , , .. . 'I "' ..Wt �-,I , _. Vok. ltm0I .. .... - 1A -,, e ,. 1\ 71 ,*. � � �C� .4 I -11 "P I. IfTfE, OF : 11 0% ,"t0lA0%.,A 1:01��`-,- V ." .. .... 6355 NX 36th SIYW, Suite 305, Miami. Florida 33166 - Phone: (305) $71-153 . .. , , � I ., N O.'y N 41',,�,,,16AILA: V 10011111101,11", ,W.1531 055 N.W. 36th Stred, Suite 305, Miauti, Florida 33166 - Phone: (305) 871 - 1*144"b�'.% 11,0110IIIIIIiI01% It ,,$$.I � I 11 It It I GENERAL NOTES: 9 3) 01 CASE THAI PRECAST SIONE, OR PRECAST CUNCRE11 PANELS. STUCCO OR WOOD BOARDS K M14D CIM 74E OUR-sK-KAK-MLHNRD-XML-um-am" UISTING WALL ANCHORS SHAU, 01 LONG ENOUGH TO REACH THE MAIN STRUCTURIE BEHIND SUCH PANELS I STORM PAIREL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PC 0 J HAS BEEN VLWIIV FOR COMPILMINCT IN ANCHORAGE SHAIA BE AS MENTIONED IN 0.1) AND IN SI ACCORDANCE WITH THE 202Q (hh COTTON) Of IMC FLORIDA BUILDING COX TO M. PAIM DESIGN WIND LO" $HALL BE DETERMINED AS PER SECTION WOOF THIE ABOVE MENTIONED CODE. - 1 /4-0 Tj�=*Dig_I�M�ZiI LOEX. INC 014-10 PAPIELVATE FEMALE 10 AND PANELMAIT RUS AS FOR A AFFID SPEED AS AMIFRW BY THE j~croN www twisir sHuTTEPS wu I K TF4siA4.= AND FOP A DIRECTIONALITY FACTOR Kd-OW USING PACE 7-16 AND SHM! NO EXCEEO IFIF MAXIMUM (kTD) ANICNOFFS, MAPILWACTURCI) W ELCO CONSTRUCTICH! PRODUCTS . 1/4'0 LAG SCREWS PER AIDI DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THIRTI 12 14, 15. 16, 19 & 20 - I/We v 5/W INDOD SUSHING. AS OTSIRTSUIC0 BY ALL POINT SCREW, III 6 SPECIALTI, CC IN ORrAR TO VERIPY T14E ABOVE CONDITION. ULTIMATE DESIGN WIND LOAM DETERMINED KR FACE 7-16 C 1) MINIMUM THIRICADET) PENETRATION INTO WO04) OF TAPCON ANI SMALL IX I I/?' AI 2- LIMIT f1,CO PAMCUAATE ROIS SHALL BE FAST REDUCED 10 AS 0 DESIGN WIND LOADS BY MULTIPLYW6 THEM By 0 0 IN DRMR M AND PANIUMMIAL III ID. COMPARE THESE A/ MAX (AISO) DIESHON PRESSURE RATINICS, INDICATED ON SHEETS 7 THIRU 17. 14, 15, It. 19 & M IN ORDER TO VCW'Y THAT AWHOft UN THIS P EV AS TESTED WERE NOT OVER �-:7TRFSTSII A 3341 ONCOFAM N A,AQWI r 2) MINIMUM "WED PENCIFFIATION Or LAG SMAIEW. INTO ?)IF WOOD FRAIMC UNIT SHALL BE � I/?' NO THREADED PENETRAIM INTO "IJCCO SK4XL 91; CoNSDIERET, AS PART OF THE PCOUI THREADED PENCIRIATTON StRESS FOP WIND LOADS WAS NM USED IN THIEW ANALYSIS FASTENERS SPAC*4 TO WOOD RAS KLM DEMIRMI IN ACCORDANCE WITH H.D.S. 2.018. C 3) MINIMUhl FOOF DISTANCE Or LOG SCREWS. INTO *001) SMALL BE AS INDICATED IN THIS ORAI STORM PANWS ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS SEEN VCWIM IN ACCORDANCE WITH SECTION L&I Of THE ABOVE MENTIONED CODE AS PER HURRICANE ENGINEERING a TESTINO PK REPORTS INS-3411, 911-510 & 96-IX " CA) IRWIN PEREYWII OF WOW BUSW40 SHNI IN %/A' 1/4' 0-20 SCREWS USED SMALL 81 I L/2' LONG MINII FENESTRATION ?VISITING LAB INC.. RISPOWTIS 12032 & 02126 . AS FINOTOCOIS TA%- 201. TAS- ;O? AND TAS-203 SHOULD STUCCO EXIST AND I' MINIMUM FOR *ALLS WITH NO STU= AS WFU. AS AMERXCAN TEST LAB Of SOUFM FLORIDA REPORT 00719.07-00, AS PER IAS 201. JAS 202 AND M 203 SrAHMARDS, C 5) IN CASE THAI MISCAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOW BOARDS BE MIND OFF THE EXISTING 2 ALL ALUL41NW EXTRUSIONS 10 BE 9165-18 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED), SEE SHII 2 WALL. ARICHORS SHALL BE LONG ENOUGH to REACH THE MAIN STRUCTURE BEHIND SUCH PARILM ANCHORAGE SMALL BE AS MENTIONED IN C 1) C 2) & C 4) I ALL MAIMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-HI4 ALLOY (0) ANCHORS SK41 BE TFISTALI M r(XIJMNG ALL OF THE FIECOhAFFINGAINCIFTS AND SPECO CAIXUNS ITT THE ANCHOR'S MANIAFACTURER 4 ALL STEEL SHEET METAL PANELS SMAXIL HAVE STRUCTURAL CUAOTY STEEL. AWV A­fW3 Ch" 50 MINIMUM. G-AD GALVAINUED STEEL OESTONATION W/rY- 56.3 HFI (AFTEA HULLED) 0 PANELS MAY ALSO Of INSTALLED MORUDONTALLY FOLLOWING INSTALLATION DEIATLS SHOWN ON SECMON 3 THROUGM 10 (SMILEPS A INROUGH 6) EXCEPT THAI HEADERS 0 & Q SHALL Hol BE USED 3 ALI SCREWS 70 K STAINLESS STEEL 304 OR 376 AJ33 SERIES OR CORPOSIV,, RESISTAMI COATED CARBON SIM AS PER 0011 5008 *III 50 �.� YFI STRENGTH AND 90 km TENSILE STRENGTH & SHALL COMMY W/ ILORTGA "IDI CODE 9 11 SFOU BE THE RESPONSIBILITY OF THE CONTRACTOR TO VMrT THE SCIUMONESS Of THE SIRUCTURIE WHERE 940TER IS 10 BE SECTION 2-11 3,34 ATTACHED TO "SURE PROPER ANCHORAGE THIS SHUM" SHALL ONIY BE ATTACHIED TO CONCLIfTE, BLCCIK OR WOOD FRAME OL"NG51 6 DOLIS 10 BE MIM A-307 CAL!VANUIED STEEL. OR AS[ 304 URALS S1A*I STFEL_ WITH 36 ft MINIMUM VIELE, STIFENI TO, EACH REGULAR STORM FAMILL WITH UENTITHS. OVER III-11 THROUGH Q'--4'. AS PER SECTIONS 0. A. 9 & $0 AND ALTERNATIVES, Be. I AAKHORS TO WALL SHALL BE AS FOLLOWS TIN & JOIN ON SHE S 5. 6 & 12 FFESPLCIIYELY� SHAXL HAVE A '.MOLE AND RLAORLY VISIBLE Wiwi" 01STRUCTINIG OWNER OR TEIIAW TO SECTAPIETPANULS WITH APPLICABLE ATIONFORCIEWER11 DURING PCIROM OF fFRRR,CANF WARNING (A) MLEVXM_P9LRtEQ_QOWJM I I THE INSTALLATION CONTRACTOR 15 TO V_AL/CAUUI ALL SHUTTER COMPONENT EMU WMI04 REMAIN IN CONTINUOUS ',ONTACI WITIM - 1/!': TAPCON ANCHORS AS MANUFACTURED M fT* WUOFX, INC (W, C­3192 px,) THE S"MG TO PREVENT WIND/K" INTRUSION - 1/4 , 7/a' CAUK-01 ANCHOI 4S. MANVIAMCILAU, ift DEMALT NC (MIN I'­3UOU pAt.) - 1/4-0 x 3/4' SMIO-SE1 ANIC"OFFS. AS DISTRIBUTED BY ALL PONT SCREW, 900 * SPECIALTY CO 12 STORM PANEL ;WALLOWN SHA&I COWRY WHIM SPECS INDICATED IN TIMIS DRAWING PLUS ANY WIDING Ago ZONIFIC REGULATIONS (IA. " 1.3000 ,­.) "I BY THE IFURISINCIII WHERE PERMIT IS APPLIED TO - 114- I 0 FAN4I FEMAI 0 A PANFIMATE PLUS AKHORI AS MANUFACTURED PY ELCO CONSTRUCTION PRODUCTS I IT (,,) THIS POODItl EVALUATION DOCUMENT (FIT 0) PRrPARW 91 THIS LNOWEER IS GENERIC AMU wrl NO' .'ROVUL INFORWITKIN (WIN I".3'm P.I) - 1/4'0 CF TAFF-GRIP ANI Ab MAN4,I(ALIURED, III, TRU-PAST CI.WPORATION (".-MOD P-I I FOP A SITE SPECAPIC PROJECT, it WHERE THE SITE CONDITIONS F(WTE FROM THE PE.� A. 1) MINIMUM EMBILETWENT OF TAF-COM ANCIII)RA INTO PcXJRED CONCRETE SHALL MI. I li/4"i V KTR PI WAIT rEIAM F (t-) CONIFACTO TO BE RL"II FOR THE SELECTION. RIFICHASE AND INSTALLATION INC,UUFI 011 SAFVT� OF THIS PRODUCT BASED ON �M( P ED PROVIDED ME/SHE DOES NOT INFIVIATE "FON, THE CONDITIONS DCTAKEO ON THIS DOCUMENT 0 AND PAWhKTE PLUS AND 1 114- FUR CF TAP-GMP ANCHOI CONSTRUCTION SAFM AT SITE IS IRE CONTRACIOR'S RESPONSTINIV A�) r%X-IN & SOWO-SCI ANCHORIS SHALL 01 EMBEDDED I/e- INTO TME POURED CONCRETE NO EMBEDMENT INTO fi,) THIS. PRODUCT EVAUJAITION DOCUMENT WILL BF CONSIDERED INVI IF MMnED STUCCO SMALL BE PORM!"FID I/s' 0-20 SCRE" USED WWI BE I 1/2' LONG MINIMUM SWWLD STUCCO EXIST. NO I" MINIMUM " WALL$ WITH NO STUCCO� AND MAY Of HEADED �iCWVF, OR ALL THREADED SCREIWS W/O HEAD- k4l SITE SPECIPIC PROVECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICM WILL IRCOME (I* BUT WITH WING WIS. ENGINEER Or RLCOHU (LON) FOR THE PROACT ANO W40 WILL BE RESPONSIBLE FOR IFK PROASI USE OF IFIf PT D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THIF AJ! IN CASE THAT PRECAST 5TONIT. FWFCW CONCRETE PANELS, PAVERS, STUCCO OR WOW BOARDS BE POUND ON Y)a PE D ENGINEER, SIMLL 'ARRITT ID, THIS LATITIF THE SITE 5IPLIL3FIC DRAWING$ FOR REVIEW EXISTING *AU. OR I'LOOR. AKMDRS SMALL IN LONG ENOUGH TO REACH THE MOWN STIRUCIIARE BEHIND SUCH PANELS ANCHORAGE $HALL WE AS MENrIONED IN A I � AND IN A.') (a) IMYS 7 ED S'W I 13CM THE DATE AND ORIGINAL SEA AND SIGNATURE OF THE PROFESSIONAL, INHEIMEER Of IFECCITC, WAY PREPART&O IF (8) !O.Mt� a 0 �� _1111I � _10 HORS AS NIMUFACIURED V, I I IF FKAUZA, INC. 14 SMUTTER MWIFFACTURER'S LIKI SHALL IN i(ICATCO, M A READILY VJSIBUE LOCATION AT STORM - I 9-14 ANCHORS. AS MANUfAMPIED BY DEWALT INC (MIN #It- 15W TFA 4 y 14. IT , 7�a. CAL PAWL SHUTTER IN ACCORDANCE WITMI SECTION 17099 3 Of FLORIDA BUILDING COI ONE LASEL SHALL Of PLACED FOR EVERY OPENPRU UASI TO COWPLY ". Of SECTION 1709 0,2 01 146 . I /d*$ 3/4 ' SCTIE-SET ANCHORS, AS DISTRIBUTED BY ALL POW TCREW, WILL & SPECALPT CO 1LOI WONG CODE '! (ON -law P.- I,) - #1 ID PARELMATIF FEMALE 10 AND TANTELMATT PLUS AIRCLORS. M MANUKIMCIUROD BY LLCO CGIFStRUTTION BE USED To 1 =-=111N1ULFI,OMLSVTATK FIXODUCTS EF!"10 (UK F-2071 P.0 OF FLORIDA I NAAAA ", 1k), , A. rk - I /4" A CF TAF-GRIP ANCHORS. AS UANULACIURID BY TW-FASI COROORLITION .... I I .I, ef. 1, ... B 1) MINIMUM LWOUD" OF TAPCDNI ANCHOR$, UCO PAITELMATES AND tF TAP-GRfP ANCHOR. INTO IK C .. . . . FLORIDA BUILDING CODE (High Volac;ty No, leg BLOCK UNIT SHAU BE I i/4- - 11, N, , 0. .1. , � � ', 4 167 . '*'* HL'o" IF` I SIDRM PANEL SM I 9.2) CALF -IN & SOUO-SET ANCHORS *WL BE EMBEDDED 7/8- INTO THE CONCRETE ILQCK UW NO C INTO SIUCCOISHALL at PERMITTED !/4' 0-20 SCRIDWS USED SHALL OF, 1 1/2- LONG MINIMUM SHOO Co a , I -_ '� IF _�,C _0 / rl I . 1GLOBAL MTECTION PRODUM. U.C.L EXIST, AND I MINIMUM FOR WALLIS WITH MO STUCCO A ,V, ..." _ I.: / L-T .., � � INSTALLATION DETAILS FOR REGULAR PANE1.5fi...." INTO EXISJING POURED CONCRETE OR CONCRETE BLOC 01"ORITE *Ncmm CONCRETE ANCHM �_ =418 "mow itI ONMONFRE N$c.m M.-M.- ;, �_ -f.0 - . IT " � (WIT sods" FW­ -I , I , I , sHern a IFEI 6) I S=_.E_: .)- ��,�,,, ! U4­ \ , -.-\ 1 %43&=Arb� ­�4j "_ , 9=`=tto,� - 41 : ',��4 - �� *FHL I . - 4- , `,.�:,,,,�, I . � __* "M '"w" A I . I , .. - _� _�i ,/2* � -nl' Iffi,, - \ � � -I .I*w-- ­T icI;;;Z I I I/*- .��,::��,,�,,, I ,*,� zI�Aii � �.,', ,,,,, (f: If— -11 0 . � /A- I 1 I . � 1 _11", . Id ­Wr" . . , 1. MAX , I , VW . �.� F � iI " - ------ -_ . � ��11 11 __ - I ., , : M�p ro I i I `1 I 1, : t E�tL 11,� 19 I;I : ED , 11 .1 1 2 2 I : ( 33 QI i I "' NDL"w I .. I OFFIL I - CONCRETE RKO'NI r',� I � PIH. .,; - � i � Da"Y"' POURED , , I `�111 0 i I I : I ,.,�, ._!� �, " 1- "I I wwg i , ", I I A= � IIIin:& ir I 9 4 � -11 INFIR, PA 6 9 " ,�,4� %!­�,'$' ENOW STUD f 9 , ., : " 'Ir oc - ; P" .. H,:'I - ; i : : - I I. =1 ; [, q) 6 W` PAWA i - ,f D, % Well, a : (V Hier I&I "'FAXYmN , — r I _1 i i . --- - I I �� I IIIi.slmI.,. i ."O', I I . — A , I = -11 ,1 � . I A, oAft : : ; , I ; V 9 "w,,"- -1 I I M 1 1 9, I I �. I . r-o"'I : I ­ I �- I � i � ; I ; . �: - T : ,---, � I I ! I I I t i ! 1 4 1 ,7., ,­ I 1,�.,: I : t I I IN : I �-7� : 777 I - . V:*;,�� , I I I - .. � I; ; � I "'I, LI I � I 'r ' Owwwo ,F�`1!7 I " � , .\, ­ I .1 I %, : I I I - . glv. , IF Ilr Pa. I . . � , " .1 . I W.;!K. I I , * 4.1- IL .1 r4w NUO a , �, I I Now sno . I ; �, � 0 �- i , , I E III) : 9 /v = E D � III I ;_ Em � to ", 0 =0L.W41 � ! * ,,� u,,,,.,. w-,r.r I i . & 1 "I Exisrow, POURED I I . STWS1 POURED � 12 111F 4. co"METE BLOCK . ;, 9= oft �.. - I - , - - 1 CONCRETE an ��,, I �- ,.� t� am# I - ­_ ­ I Blom 1 I , CONCRETE BLOCK ,�, -1 I . � I AroUN" 1 ITT 'Ir at ;., I I REWIRED - REOUIRED �,s I . I E zr Z t�, �. ="::-Ii_�",Z,,�,��",.7�,,.�,�'T'�.\ ':� 1/2' I f , �!* � 1,; , � , .L L � �"I' I C " 1. . " .., , � ,�;. 11 , �, I , �: I .-I' 1 ml " , � , t , = I - .- _J Pri!IOURED 4*1 , ,� ,� ,� , . 11 - - - -!/�, . _.�.,, �:� 0' I � - . � I ,,�, ' � _jg1'WA -.; MAX= � I I ,JIW4 � v, ''I � 0 '. � cmcom AMPHORS REWIRED I I .01 1. 9=0 . , 4 II o. CONCRETE NK�M r�_4� Ir STAGGO" - . . . ANCHORI, ,�, - - IT .& e r Tie W/ skef 4 ...", . (D LIP. DRE waaw ON �.' DMICE SCHEDULE ON (SEE samtmf IN 11. (= 111CHOKA1 am L4m 8 THRIKIII 1) I . berm a 141"iUm. 1) SHEETS 4 no"xo. IF) wrl a THROUGH 6) ..... WALL. WOUNII CEILING A MOUHM Rillu W WOU ALTERNATI! IMILD PUT MOLINT1111,110 SECTION I 131ECTIOWN ,2 IftTE111 . .,A SCALE 3/8- I' SCALLE S/I lEffil. � :, __�' - IT - __ __ IF E.D. - EDGE OISIANCE i -0 (SEE SCHEDULE ON I I I I SHIEETS; a III 0) 4AV__ �# I : I : 11 NDILM- - i �M-. , I i 12 I/r at, ;., WAMIRMAW, TOP & BOTTOM MOUNTINGS CAN BE ; QH`L i I %0-*,fk A A% COMBINED IN ANY WAY TO SUIT ANY __AI . I ... i� -1 " INIVALLATIOk 7 , "i� _­­­'. .. �-o ,,��l ,��) II": Y - 1, , -. ,, j -�,��,,�� - *r , . ,4."�,',,,­­� . .1 . .. , .:,� I .. I 1. I. � �, -N I � . V EXISTING POURED : e I '.. ., � t FLORIDA BUILDING CODE (Nigh Velocity No cons CONCRETE -1/4 III . I REQUIRED, - - 47 - -- 6.0 - - I I JiFf 7 1 I PAIS x7foo. me. = *- : 20 ONE GAVANIM STEEL STORM PANEL .; ' . * I* - I 11 . I— _. - � S7—.= A, " il'. 1. TATE . I __ 11 GLOBAL PROTECTION PRODUCTS. U.C. "Y'ne .. , � CEILING 4fiNAA^KQU Vi 19 - -I'llu - 'I. Z �IE �C", I �� am StIL 5t mon w , ..:-.,-- � - CAME. I'L .03 4 Nzl"' . .. asv - _ _ PWXMR� 054)IIIIIIII-Ma, FAFI' ('),", 20- - NAL . � t, 2 -.—.- r 7. . — __ — ,_ am — ___ - COMMENTS EQR REGULAR A LIFE SAFETY STORM PANELS (SCALE 1/2-l') - - . � . � I IST". (TOTAL WMTH) - - - - - . __1 7 �. 1. I * 5 I"* (TOTAL WIDTH), - .7 .- - __ � I 12-500"I(EFTEVIVEYMOT") - - I . I-, I I � � ­ I I 1 6 i/41 I - - . i I - -- -- 6.250' ­ -_ -1 I I - I Ir - I 31501 ­ - I Sil. _ ,,�,,F: I _501)` � , ISGG � � , I " I � I e --I-SBI - �. 0.036' MAIL THICK ­ 1,3w - "J, ) I I � I I � . F - _+. - I I C4kwmzEo STM , - ". 7 1 "' � '�__ e/I I , ' �, I I - AM A-03 I 40 I. ' - " So 0, __11�6 1 - I,* ------ i4PI - I,, I ,� " - 1 2-7 - !f ED \ G- - Dow " =NC. -MMEq _m: -4 2'asr 00 "IV I � 4) 2,057' CALVAWEO ' 4. I I � I ED" , 2L . �,\ ASTW A-03 EDGE . I " " ' TYP, . �4-; I - I HEVMW "" Cox so WWWW ." [ 2 �, , HEMMED KIFAA �' - !� - - I \ " _WD ok / DETAIL �T I . EDGE * � EDGE C_ so oky 11 GE � ot. t];;1I A \ 1 4111111, -60" A 1 48.V . - ___ _­ --- ------- - .,3 . � - - I I I ­­__ I __ -) ,I.. 7 - -.3k* / \\I�"" 111. � . I 0130" � - (1) STORM PANEL (1A END STORM PANEL 2.187 - 1, , � TOP " , I,- ____ _ --- � . - " FAMI -3 M !AP "I "� '.I .1.1 1.250 III -'I 2.111I .125' - - %:,`--A, li6:41­211. 'I " 1. I, � �, ,2W I Too* %A - - -..:Ibo S i - W/ New" ewr I � �_ . I 11 - ,Too- , .-_,,I 1 2 125' SERNS' - , 158" , 1`1 ". - 4 � -1 I ITS Sm WIWI SAL STUO Rraw TO N - , -,�� , t I— 7 �� CIE 0 TO AMOLE 0 * ,.., "HIZ .� :� -1, iL., - , A � �17 : Lit 112- Oc 12 '12, OZ . I � I I . , - to.ce- - — 1�2 J2,5 - _ .. V­_ /,K" ,�­ -" " '.I - DO 093* 1 1 ? N,l,I.,, , 3.375 [ _�! - - . -�, III,: 'I,, , � .-.. , ,I'.;"� _ "" 2, . 2 000- I I I I . 4 � I ",.I " , _� - DO � A I 949 030, SHE 37a 1 _,W*4: MAIL I ---, .., ca , mtlgo-� 4 C__ f ,I/ 650-,I��,- 1 1 �: - I � .,.,,, , - L It , "' I f L, 1. . , . 411I or. 06 " 4- - __ _ --.-.- ======== 1 125" i . � --N-, .11 �� I III III,— ! ,.11. , 7 1 1 1 -i T " / _3r< - I L - - - - L_-JAW.- .( "'S . ISOMUM VI DETAIL A / L­ - L'2oW "I - , Do, - ROUNDED CORNER 0 DI" or PAMI loot C"D UP W1 HEMMED EWE, (NI S) (�) !b�� (� AFUIX HEADER (�) AN" n- AN= WITH SWO @ ANW WITH SI grimi; = I ­ -1 I VARIES I , SEE W, - = _f___I ,/I. 4 2/,4 't". - � T - - . I � .W. : : I I 1 4OI OW 425", I � -_ D � ; I _ 300' 1 MOVE MR ­ - I . � 1910 rVAYLA21ON.&A, -.9571- 1 - am .00' : 7.wo- (�) IKEY HOLF WASHIER I - - 001, 0.0,14* (Pit') :%�_ L024' I GALVANIZED STEEL � - I - 0. Lr low I I 11 . I " I - __ .. -.1 1 4 I 37451�0 �: ,, HI I, .4wo SWO I : I � I I- i �, I- � . -, 0 I 06 , NICKE I*- JrM. I if!�. 4 -_ - WING TAFT 12,­ JIT75- r 1 _______J 4 ___ _'.11- ­­ aw. 4-- i X10"FAI UK "MIG MIT W/W ALUMINUM AI Waftou"Ic WASHOF W/ ADDITIONAL . )XIMI WBHP (St-1116,135 STEEL on MCFEL "no STEEL). -374" 9P TOP CM Joe. , AMC I PAR& � ' - , L 375" ,I- . �-- IF �, ) I I I , I-- C7 '.4,1.- +_ 4 ' I- - - 81-.1 , ( "I I I,A':[L .3 " . ;1j,. . I T i I =_ ,I DWI , ­­ -) �- - 2.000* - ' , :;ii-v - ___, ,_­�, (�) *F" MRACK ANGLE t, _', - - . . 75 . ,I;" I - I - A= Q !101"I (�o KEY IiOLE AT PANE .374' , . I ' - DILD , Be �'J Lj�j It B40" --- 4L I _ 1. 671" �, i .'ITF. I DIV i, _ _ 0 . . O" - -iTYPj (& 3/8" *F" TRACK , 730' - 126' � 4 -M 30. - , Vl.** 3& SOX 'a , I Oc I '.. * I � - (2) FLAT PlIATED WITH STU — - , , , -, INSTALLATION DETAILS FOR REGULAR PANELSa & (1-A DO 9MM DETAKS FOR INSTALLAY10N IN MM CMXM INTO EXISTING POURED CONCRETE OR CONCRET BLOCK STRUCTURES CON= 3= OR WOM 7 I � / ."4' SIS VAUD FOR MU& LIFE SWIM AM E-Z K4W StM em 5�m OR rK I. , ; M=111:1= W" CONCRETE vows "I ow cur SCHEDULE ON , , 21--gy- 1. . - ", 11 �:., � �I, i- "'71hu.,_ I - I ! '�'L VL SoCaLLE ON SHEET a & 0) SHEETS 41 THROUG11 7� � L , 44 Z�1�2' I A 0. � - ,-- - � .1, r! k -1 " 49) I - ,,� .. _ _____L_ �_l � �� � Y44 *M- - /J =POURW _�t� I V011 I. I I I ��L� ( I I I I I I ED .�) I 9) =&-*--%I- REQUIRED I : L:.. I � � �:, ". Q;�v - / I L ;1"@ '. . 1, i � 1 30 I � ISO, �,' I "�,�L \ -==1 L I I I QFHA '. 4 .., III, - I I I :� I � .� ��I�j�,�. "�L" �: L- I .1) \ .-44D L I L I - : �.,� W I i ; I W, FIX -- !w ! I, = ... I "I, i 1. " r I � , ,� ", " � ."� I EXISTING POURED I I =­. .X T, , III` PF":, -11- - *r L�IIIIIIIIII I - 0) R CONCRETE on . t - - - / I` �r_ I-M i : CONCRETE BID" : � C!) I \ %* I . � i 9 IKOUMV� I i I CIIII01111 (D:w - = - I I i : ry _- � w—gai - � L ' ' I .I— L. - L=. I I I I I T� II I., I -, - I I "%Agioto *FVU" 0 1 I A =4­4 � -1 .4 . i wonaH *of 9 " ----, FIND - I. I 010--LIM, I i = 1. 1,�r I MW "V.go 10 I ` �: t ART I= If -, ,IV IF � — I I PAW -.9. L-.--.".. PHIMM., - I E& wr ! � , . =. I I _S2.17-1- I'. I . - ! . J1 "I I 00.0 (D-0 I "I No. 10100VIRP - (D I ;`0 0ARL ; r . , --o"..... - :: i ... -L " "i"o,j , I ii I : UFA � X, ­\ ­.: I � J`:�I:';LI� I &-il : I X = I ,_ I , -_ I .',c�" I : i i 4. IF ,vac � ; - I � ;1 �,�� i I , I:, e I'l `,�_,� I, �, "` -_ "L" 1).0 `­ 1 6 . I I " � J I .1� I -111;Io- - - I ,-.-/ E D, :,�,. I L L -' I mil billin"a POURED I �:: 41 1 Como" %O0X �� �:; I CASE C ��) WOURI ,.� I : EXISTING POURED, , SCALE S/ - CONCRETE OR I . I", I � � t D , I " � __1 - A CONCRETE 04 I , - t - Q&M�w 1 CONCRETE KOC,` �, ", -; 4­7310 1--! � ltmuiRm ; ,, �� I - � IF 1% I , - � =-A-. f1w.- ffii":�M � . I ._IT I W I � ' VA, , 3r :� -1 1-1 . I �_ I ' 7,3/4­ QEW�P. ., SAL "I CAUCLIFIX OR 10KUAA ,,, "I - - I lw;.% � 2. 11 IF �1 ., , , -1 , : a I OF TAP, , I 4) - - I Mf D LIMLAZ, , CONCRETE ANICHORS � I v,111, " :: � _ '�., � '�'L,� � � " � L' .. W -ow Int lic"EITILY, to . , I 1, I � . on SO"EOWUI ON SHODS 0 THWOLKAH 6) 1� QHL 11Af=="1 &.1101TS a a 0) WAU .NQP .U.) " A -ILITM . .tWNG (11 � aulw Till T . SEG��'A 6 a I 1. \�,�/ A­�J", " .....UFF, PAND. 0~ NNIX-1 .., -\-I 0 � QPQMAQ Aw" =If. .., [VIC 13F EXISTING CO. - EDGE DISTANCE Wo WMA P"IM"HIAU OprwNr * NEW I* *lot . VARIES � 1/0' � ICI) ON 0 � TOCCO THICK ALUM. TUBE OR I* I SEE SCHEDULE ON I. "L_ 91;�M . r,­ EXISTING S / FIT WOW �Lon SPACER I SHEETS 0 III 0) I III'', 1, ''I - r r WOOD a" / : , (1) 912K.2E.-SIMIM: . - �I%Xf OR ; I VAR VS 'I , ''I"11,111111, , , I I * HER I' WIDE , VARIES , I I18* .1 : /I I , � TOP III BOTTOM MOUNTIAKE% CAN BE " I - PLATE PAM L'! 11 �, " BEHIND IrRmI I" , 6 - , CONCRETE AACHORS �, : I COMBINED IN ANY WAY TO SUITT ANY " . . x , I INSTAILILATION. $ME 4/141-1- ,.6 : 11 Su som" am --I " 1. ­7­1 I . - T I SHEETS _'RACK CIPA , ; V TO AD � _6�mr - — III, " I. _.. ... 7141/ - �i I , C��- - ,pv* ­­ , " ... `- ' % FLORIDA BUILDING CODE (High Velocity H cons ..I,. -I , �_ QE?I .114 CONCRETE 00 , t, = = ""�,o 1* . �- M.fF ­Jy,� -;I, 7:� FRONT K .1 ' ' -.,=I at I , I CONCRETE BLOM ORMILL W WKXIV rHAP : . ` .3010 20 "BE OALVANIZ ro MX. REQUIRED. . " MIN NOINT : No 44167 % I ED STM STM PANEL TAIWIF x1l. : * , �:, - Swami 3/8-L- . !, ,�� �'_ - �.. 0"ft > GLOBAL PROTECTION PRODUCTS, = --am ON I.W. 61 101,1111T ERS REQUIRED AT K.. PAW. IT, 303" 20- DETAIL rOR SPAC TOP OR 1". . " - , II'B`J�` - 14A- 'P, �,-G&1, OWN, (WE IRNP sm . 'r BOTTOM MCKS ADJACM M STUCCO) ... ill:w I 410" NIAS F. (06 - . .P .. .......& III IF _,,, Irtl,_��, PIRODUCA-MALVA170NIRIMORTNIQ 204711I 2 22,-IUT REPOM* Large missile Impact load tests were performed under SSTO 12-99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lob of South Florida, Report # 081 4.01-01 dated OXI 1/02 witnessed by William R. Mohner, PIE., Boriz Moroz, P.E. and Henry Hattem, PIE. and Report No. 021 9.01 -09, dated February 26, 2009, signed and sealed by Edmundo Largeospeds, P.E. and Henry Hattem, P.E, Large missile impact and cyclic loadings par Protocols TAS 201 & 203 as per section 1809.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 11 23.0i-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, PIE. Tensile test report No. 9CM-198 by CC Metallurgical, Inc., dated March 13,2009, signed and sealed by Frank Grate, PIE, as per ASTM E-S and Tensile Test as per CIC Metallurgical Report No. I OKM-1 318, dated December 1, 201 0 signed and sealed by Jerry Jaclofano. PIE. as per ASTM E-8. 2"MUMMAL ENGINEERING CALCULATIONS On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as wall as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 111104 of the Florida Building Code. Calculations prepared by Tliteco, Inc., dated 12f1S11O and 08127113 (for this revision), signed and sealed by Walter A., TlIllt Jr., PIE, LMAILE IMPACT 110 TANCE: Large missile Impact under section 1609,1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 2ol. 4. WIND LOADS REA18TAII 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall 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. Maximum Anchor Spacing shall be as indicated on sheets 5, 9. 10Y 11, 13 thru le and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTO 12-99 Standard. wouill 11" Or- .!:..;.. 7! ` 'I , I - 'P, P fC-.-*'VvN,y,oI .... 1-1 � _ �, . . . - : .FI Qcir= - '.Iw t, N�� I ­ If �,. _ . � ­ ___ , I - : ,-z"I'L :�--/.&Pj * A - . , I * " / .... I .*e . #1� 1�01_�,�,,Ylo I. I"Z0RI0,'.-,* ............ %,;�' , NAL 11 11111114I I 3 L-INUALLATION- 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.), drawing No. 20-173. Minimum Separation to glass shall be as indicated on sheets 3, 6, 13, 14, 1 5, iS and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. .0, MATERIAL CHARAGTEKWYAAN"PECIFI MnQft, Shall be Strictly in accordance with General Notes and Components Indicated on sheet I and 2 of 18, of Product Evaluation Document (PE.D.), drawing No. 20-175. Anchor specifications shall be as indicated on sheet I of 1 8, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 7JIFIM171ATIONS AND CDNJQfMNS_ Df_ USE; 7. 1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D,). drawing No. 20-175 prepared by Tifteco, Inc. and signed and sealed by Walter A. T11111, Jr., PIE. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code, 7.3. Product shall only be Installed Into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tit Ift, Jr., PIE. (Florida License No. 441e7), President of"I"Ifteco, Inc. (Florida CA-OW6719). WAT,U D:% TILTecO ADMON RECORDS 1, G&VANIZED STFEL STORM PANEL 1/4. 2/4, 3/4. 4/4. 5/5, 7/5. _J�,IWI 2W/10, 3W/10, 4W/10, +6/5 5W/10. SWIll & 7W/11 3: MAx ANCHORS: FOR CONCRETE Ki SCHEDULE ON SHEETS a * 9 _ _ ., , __ --3, MAX_ ­ I WIN ---.,- ___ - FOR WOOD SEE SECTIONS 04 SHEETS 10 k IT I I. MIN � - - r I — 6 . I 0 6 — __ - _—, _ _,,:_r7=___T1 � � . 11, --- I ­­ �! ­­1 I �, '. ___r.____1____. I--,. I—' , I D.M..(�).(�).(Dl@ - 'I-T-.--I- -r--T'--"-',' -1 I " I . I I I I I I I I 4 � � I I ql­�.(�)_@- 6 7 - I I � !__­'___1 ... I- 7I ' 7-7 -7-t I "", - -1 1 I � (i) ! I i i , . ff�,7 1 I I I I I , i ! I I � 2 ! , i I I ! I . , I 1 1 ; ii I i i I is � : I , I � I SO I - � L i � � I I i i � i I � i I 1� I I I . - I I I - -i I __ - - 1 I _ 1 ,.. - - ] .. _� " � - . .I I I I I - �i '' ! ... .. .. � I 6 11 ' - ­ L .1 " V �� � ..... 1�'. ...... � I , I - r � -F " T , i I � ' ' �� T' I I I f � I 1 , I I I I 11 I � I � 1. ,I I , - - 11 __ I � � - � i � I I i i i ; -t f - �� I I ') I � l 1 1�V �_ , � I f � 1 I ! - I i �,& ! PAF1S7W/ I I - . ; I i I i .. i I - i � ! � , , 1 ! I i � SOCIED 1/40-20-l' ­ I , � � , I I I i I I , , " I I S'S. MA, SoLt JeFFJI 3/32' 1 �, UNBOLTED i I i *NMUTS To rLA, (SEE SECT IS AS I 1 1 � ; I � I i I (SEE smnoiis As Appt%-Asto I APPL UL I : ! I I I i , � � i I I 1 1 � - I I - I :1 I I . � 11 iJ I - . . - L_:_ i, i � . I : L A, � � - I t ., L .1 I i - 1 - I ­ I J ; � __ I I, 11 � [,�, I I F_ 1- - -, 11 I 1 I I I -I , I I I I I 1 � 1 1 ED I I , I I I � � 1 I I i I I � i I i I I I I i i : I . � I I ) � � � � 1 ; � � 1 I I � 1 I I � i � � I � t � � I � , I -- 14� -to i ;4 _1 a -i- I il �,� I -- IiWi, I j I J I I � I - I _ I - 1 I , I � � � i � i � I I � D, M.. @. @. @-1 _4 -1--j-- � 0 t r,W ,]-� o I aea- I , ' 1 4I 1 (D_(9)IG)_@- @-1 - "' r VAX - 3' WX 1/4, 2/4. 3/4. 4/4, 5/5, 7/5, - I, ARM '. MR 4i., IW/10, 2111/110. 3W/10. 4W/10. �_S/5 . SW/10. SI & 711I I ANCHORS. FOR CONCRETE SEE SCHEDULE ON SHEETS 8 & 0 - .- - I I I I FOR WOOD SEE SECTIONS ON SHEETS 10 & 11 REGULAR ST 1) A & ELEVATION FITS 1/4' Me.. W 2 07* (MIN, O~ -1 WHOLE WILLY) - __A - 1_� - - - - - —.- __.. I i "" �t - 1. , Za"a- __ ­,q�_ - __ ___ 1/4' 1 '�_rI""` - , .. GAP 0 ; �* .", P . 1. - %.N SIT, . FLORIDA BUILDING CODE (14191I Velocity Nor cone Zone). U, 0) �v �. - : . "M TAIPEI Pa. 20 QWE "LVANEEED STEEL STORM PANEL FIX : No 44`167 '. DOWN JR, - * : 11, --- -*I , � i �__J I U� .. , - ' . __ � _ 11 GLOBAL PROTECTION PRODUCM LLC. car N T.S. C rAn �F­ 11 _� 11LIEC0.111111:1 \ . ..., . - � �1� - �.­-­,_ - -11, - ".08 .. I. TAUT X1FXYWW . .r,..4L.:L..rA% aw. IL 191. 20-176 , FIT, �P) - _-.12-1 , _­ %,),",t"a F,,, am XYI PICK- i"MIT)M-711"Ib. r"I'l ($")M-� 011AFF4 . Von, , . " "i ;-App - no CA-CWVtg PE,:.:F:.]1!�iEE::Q_ - III — I_ - IIIATE W1 I I .. ; ""Ry AW4144 . IBM" F" ` , - 1 - WM:Forn I � I . I - . INSTALL91ON DETAILS FOR REGULAR PANELSa & (0 INTO EXISTING POURED CONCRETE OR CONCRET BLOCK STRUCTURE5 - ­ - . ANCWQAS� FOR CONCRETE SEE SCHIEWLE ON SHM 9 � -, POURED CONCRETE - B � OR NURED � O.af*Ir VOR WOOD SEE SECTIONS ON SWEET 12 CONCRETE KDCX "01171114=oc 3, M., Z61" 1* MAX] I REWW"D WCRM ANCHONS RDOURM Rtcumm CONCRETE I I -_�&. (MR OMD%AFI WFW WILEY) II .. - - - I � I - (W ox-M - I I , ma Kft I F � � DID: SCHEDULE ON WN—m"'IT I 4 st,mut ON DA � W" I � I SHEET 91 "OFT 0) I SHEET 0) i � � III*- � -1 I I I . I L ! I 1. " 11 1 I ; 'a- - r Is � 11 0 ; - �,* __ - , ,. - I j ' L'I,' , ; : I � ; I* i III ' ' is ' I 1:: h � I � I - 1­ ­,"', I : I I , I I : I I I I � � j I i � I I I I � , - , I � 1 � I I � � � i : I � I , 1 � : � I � i � i ,\, ; ; ___ r --1C J � L I � I . I � � .11 I I ; I � � � , -, , V 1 1 1. 1 : I .�,, I � I I I : I � I , i � � I L, I I SOX � -", I ,g 11 � : : I ��: ; 1 ,,� .. : , I I I , , I , I I i I : I , : - I : 4 OF 'L' - , � � I � 1 1 � I " 1� . I . 1 : � I ! . , � � I I _� . " . . I , E . . ; I : I MAIT � . I" � i - ,11) 'L, I ­ .1 : L I I i I ".. : - _ � ,,� - : .� ; --a) - ", I . - . I I - _. .1 ­ . .. 11�- I I - J I I ��, 1I, � , 'I , : 1: ,�,, . , . - . L I .. , I . I , " ,,,- '' L � I IT , L�­ ­-, . I - , 7, . . " f �. " - i " �, , ­ I I I ! I I � , I � , ! ,:_� '�:I,�L � I I , 'I', L : I : I I i , L, � � , , % � - - ­ i . i � : ,�; I , � . , , , " " ,�. I , "' I ,f,,�L I I : I . ,�,­ ,I;�� I I I -41, ,'1111,�11_�I,�,� 1 4 ! I ; . � L , .� �� � I I I I , I I � � � � : " �_ � ""L I I is 1 — . ! I i.04 : : A ; , � 0 1 1 ; 1 # . � I , I 1 I . ,* iJ � I I I - www" I 7 I . i .. , Is � � I , I I 1 � III zr,r. � I � � � � I � a —"7m : — ow.) I I � I : I - i - :- mr-M - I . E a � : , � 1 I . �14 I TPOW00) i 041" 0) ! ; , � � � , 'I. I � , ! I I I I : � � � I I I i I . I I - � L � I 1, I �, I . 4 � I � : . I , . � OI 1 � I SOX . I . r�, , , . � I .I . , , ;I", 1/.I.-EoI . , i , � I 7 I i , � I I I I ; I I ; : : I/,P*,IaI i I � i .. 11/0.-MI, - I A I I I I I I 1 � t - ag�4. is. FIX ,� ,I) III, - i , A ; : : ! I / 1 � i __ " I I I ; � I L 0 : - , � . � I . . III, .� . 4 is ,� � i ; , ! , � ,I I : I ­ ! - I : !, i I g. !" .., ; � , , , , ; I � I ; I : 1 , , I 141,. , I I I - � I L I I I � : I I . L , I I I : i - . if 11 R I � - - ,,, '- L _ � I � I 1 ! L'', � I I I I , 'I'LL - 1 ;1 r - , , - , I I � i � I I ! � I � i , �I g ; . I _� I I : , L --- I -4- "--F, __ I . I I I � 1 � � � � — __ � ! I I I I,= ! sox %W&J, a � ! Sox. ! ! � - - it sint W" 3- te,I I OF `L' : � : or ILL =-I . I sox r Me,. LI . 0 +1-11- . � � � 1 MAIL! I' mi,,. . ":­­ I (3D - [ ' - IT -, - - " � or IV , ANCIFORS! FOR COKP47E SEE SCHEDULE ON SHEET 9 , ��, �i, I . G �j7. , 77777 __ L I 1. I 1, � I'll `4" �­,� " �­" L L - L ;.� : . "111 ! 1 1 � -­ , � . " I FOR WOOD SEE SECTIONS ON SHEET 12 � I_ � � , � I'll I (t ' , ' , ; ,I;- . , 1 , � , L L ,4 � , L II ' . 11 � � E, I 11 . I REGULAR mgm %"".P�& Q ruyviom I , OW L ". � , ,,� � � owe It , ��11 � I . , I/r 91c, " � i 11, - � I , I E-C -k 1 ; i I I _ � I - I I 1O. - ­,�4 : � 114, Mo. GAP . , I I :* . � I L - I - L-C, 1 100", 1 - I _�1�11` I 2 07" ­ , I , I � , � I /,. i . I 1'. 4 (PAN �_, I , i::I9:_ I Mu . �,,� I 1100-2NS/4' S.S. OGIL7 I 11 ,IV--j - - t _­­ ­ _' 04" -1 AHOILF IN , IL I L I EY) - q I - ' . I I/ 7/5 HUI (SCIT SCHEDULE ON � - ' __ - I` , , ­_ � I 'ITIZA, I -19 I I . 41 12 1�23/0"C' MR, � I CONCRETE NNOMORS, - . . � I - ! I .. I WI ED CONCRETE, OCHM ; /4* MAX. - = sc4mm am SHEET 9) 3 *III SM ME 11DINDUU: ON "M 6) I 5WIE7 9) W mr,906K W OR SFCM t-4 I ­3� ON � --I , .,kin.) BLOM 3:11 MIF= On ftlQuAAW . REQUIRED REQUIRED DIRECT 6UR XA,6 M � .JDUNTING DIRM AND WA.6 WOUNTINg DMKCT MOUNTING . IWAkIltillm" Iflua"M I� ZIM,F SECTION 9 SCALE 3/8-i- I'" iml. . 4 lk. T "401. .. ......I... N !1I, ... FLORIDA BUILDING CODE (High Velocifty No cons Zone) I. I Pinola, IFILIVOIL .r. 20 GAGE GALVANIZED SM STORM PANEL rP . : . - - Do" W.-. ED. -C EDGE DISTANCE 1 * -,. 0 1­ - ,5­�_,,' — _� MOBAL PROTECTION PRMCU. U.C. "n""'W"' _­ — SEE SCHEDULE ON TOP & BOTTOM MOUNTINIGS CAN Of WWI SHEET 9) U COMBINED IN ANY WAY TO SUrr ANY . S 'E 0;�-7 --' -_ � 71 =7E C 0 ,;, r \ - INSTALLATION. %1, . 14010 ON 5.0. a, STMOOT V� MAIL M I I %, III-. 1!1�%_ / LW -I __., .1 AM I I, 0 �_ _." PHONE; (W)ND-?%& S:10sINNIMIGN? 20-176 1 , UPS FIJI IF. I . PAW M-FIX, A. III I is, ii, i0w,""", , I =-, I _Zot I 0- I . I I I I I - I - I . , -6-0 (D CD .0 U) -I a) ,4iI-I 0 5D a) C) L_ CL -b-0 C -0 0 a) a CL Clio 0 -0 " a- - .&.IPI 0 0 .11-I C/) a) t- CD -0 0 `0 _a c 0 L_ 0 6_ —0 C -= S? 'a) 3:: = = 0 U_ ICU 1= "HIP CU .Ln An -0 a) E L_ a) _11I L_ 0 CL C - c') CU "02 C U .0-0 8_ � -0 = . — Cl) < I < Z Z W =I M_ IK C14 a) I= C= ZT, LLJ ED �;_ -.5 = EIC 6 r_ CM = C2. CC C_.1 Q _E = C14 "13 >< -; = LILII C1_ Mn, .- CC C= - (A = C14 _= �', 10 -:2 3: 2 `�,_ 2 DO , - IT: ZML = ISO E - = = 4) C2 _= = .< Ef U 3: M -ru 3: LD W _= .� . W = I= . i:; = 2 �X, ,L,I, a.m = E 2 0 a- CJ Z5 U) " -lie...., (1) (1) (1) _C_ -4-Ma 4,01-10 U) :3 CIO > 0 L_ CIO CL CL < CD 0 C :3 -.0 CIO L.W. 0 a- 0 " Cf) ICU " M :3 W 2 < 1Z Z < __J - CL SHEET NO. SH 1,0 pouft It lee DO. f c::: 0. van a a 6) WALL AND FLOOR MOUNTING INSTALLATION FOR SPUT PANE 'a &POT r 114 T_ IT. C 10 WA 111111 2 am - 1. Cox 0 evil -/I- N. IT APPUCAPS e_- *Oman Ge ------ r---j pun stool 4 1/2' WN ED. ISM q A 1 P4 PI DEWL 1 MIM FLPR a IN SWPI Il Pbg"k� PRO U clux ommm a ow v new ^JW) &MICRON 361A (tnl.TOl 16 l. 1w SECTION Y_y SPLIT STIDIRM PA FL 0"AMON SCALE Ife." SCALE t/4 -t- VAX )/r.1 DETAIL 2 MULLION SCHEOULF SMMTS 6 9) l Lt. -71. -1 OW 4 Pal 3. NOTE. Uli w4T#A%W/,O 97 PANELS ON TOP O"LUON CAN AM K 15L A I 'Cr oil mormu OF DFV*4 Sol So THAT it Too 4, Dorm (ONE PAWL OPENM 01 YUK a Iff- LIM T. BUILD -OUT MOUNTING INVALLATIO11 - ALTUNJIll 1w SCAl 1/4' 1" wel MULL" MAIN (l accupil a.. YW MULL*" - > 4'-G" TO V-41' 1111' to Ill 2' 5' 1/2'. 2- 4' 1"44 Ill TO Ill 2' 41* 1110LINTING; INSTALLATION DETAILS FOR REGULAR PANELS(T) A (1-A INTO EXISTING WOOD STRUCTURES /1' 14� �JL WALL MQUNTM INSITALLATION - ALTINNAIM 3W ScIAL. Ile I* It, 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS Ill A,S.D. DESIGN LOADS UP TO 455.5. - 72.0 P'SfL AND PANEL'S LENGTH UP TO W-11", C 2. FOR NEW WOOD FRAME ONSTRUl WOOD MEMBERS TO HE SOUTHERN PINE NO, 2. W/ SPECOC DENSITY OF 0.55 OR EOul TOP & BOTTOM MOUNTINGS CA6N BE COMBINED IN ANY VAAY TO SUIT ANY INSTALLATION. OOMOOETT mcm" (w SCHEDULE al OW f4) POLAND t Ill-AH Ip4d Coke" ANCHIMIS (M SCHEDULE .--" 16) 7 lw Poll CONOVER: PIT ill IU%MMN TO OLAW"s EFF-1 I it aDll �X AM Michael Dow ilk/ (STE scotzw am POINTED CONCRETE "'A", SCM&AC an SHEET'.) - --- ------- fb WALL MOUNTING INSTALLATIO WALL t I INSTALLA110 SECTM I SCALE; 3/5' - I' SEMXRC 2 SCALE! 3/0" SAFTTY I LIFE SAFETY STORM PANEL BE LOCAno AS AN END PANEL (FIRST OR I" PANEL) Oft AS AN INTERIOR PANEL. (ANTY PANEL LOCATION *I BETWEEN END PANELS) LIFE PANELS MAY OR MAY NOT K INSTALLED ANACENT TO REGU*-*R PANELS (w/ ON */a Kr" TRACKS.) 2. LOT PANEL CDNSIM Of 0039" GALVANIZED STEEL STORM PANEL AS L2 I PER I SHEET or DRWM. TSELF BE REMOVED OR INSTALLED FROM THE INSIDE OF r'n 1. STRUCTURE. 5 in SAFETY 0 RMUM TOP TRACK TO BE COMPOf4EW4D& BOTTOM TRACK TO ff, SHEET 2 Or THIS CWAWM, WE AS ....... K SM&= WALL OR FLOOR MOUNTED FOLLOWING SECTIONS I A 2 ON INS S AS WELL AS DETAILS I ft 2 ON SHEET itt. 5 4)ANCHOWA AT BOTTOM IS GIVEN ON 011 Me. ANCHOR -5PA=FOR C= so. 4l SCHEDULM J& 2. SHEET 14. IS COMPONENT MAY IN PERMANENT 00 REWOORLE. SPACERS, AT TRACKS INSTALLED AOAACENT AND BEYOND TO STUCCO/VMO OWDS. IT SEE SHEET 4 FOR MR& APPILICABLE TO THE WCrSS" FOR THE INSTALLATION OF �OR14 SEE DETAILS FOR INSTALLATION INTO WOOD FRAME BUILDINGS ON SHEET 15 Ir D.C. (CODE ov. I/I It 0 MOUNTING WALL& naw mouIll INSTALIATIONS - ALIMMIM SW (SECTION AT TOP IS UMITED TO 4,55.5-67.0 MAX. SCALE Ile I- AS,D. DESIGN PRESSURE PAYING) 1C*AL' 1/4" 1- LIM— IV_ FLID011 MQUIl INSTALLATION - SECTION AM -MR CONCRETE MCMft $IS ICHIEDIALF OR OW 14._ FOR MW Soak: UK SECTION 04 94M 15 bil 2/k 2AV% 3/4 OR 4/4 1,2 3'IW/15 _TI P-mi (M I I TT in (Al A, 6 nVI4)7/ 6 T w L*IA 2/4, X14, 3/4 at 4/4 41. 2'& 1w/i5 L*% 2 &' 1p Not LOCATI" a ill 04 4) W/15 ALTERNATE LOCATION J ON In SAFr1Y PANEL */NO LIFE SAFETY powwas LOCATION or LIFE (SEE MOM I BELOW) i. REG" PAN w/ ON ELS OTIO REGAAR TRACKS SAFETY PAIML (SEE W= U 70 K INSTALLED AS OF I U OPENING SHALL OPTION STORM AIWAVS K PROW= w Ol HANDLE V ill Pmc� Pi-4 10 FACUTME NWALLATON IF "ENDED 10 SE OOULM OR REMOVED rnw "ISIDE ELEVATION or $tmvctuw- SCALE 3/32'-1' w 00cep RD fle a.. X N'2' 'N-/ CAP _y - \�/ 11 -;z- kv0s so "M 1) irerl, FLORIDA BUILDING CODE (NIVIT Yetcafty Nu Gang zol own KIM Pic. 20 QW C41YAMUD STEEL STORM PANEL Fit DOM" ill. L:r�IUE C _�O,,, GLOBAL NOTEMON RODUM, LLC. aim/no "Mrl"XIT ­­Ml It. - use MOM mummo-,us. I'M ("MAKel 20-176 PIL MAXIMUM A-LD. DIESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "I SCHEDU CWLAD ONLY ran INSTALLATIONS AS Ill UVOM I ","U 1% ON ISHEITIS 4. A At 5) -10 am. ras LIM OF rAw -554 -?" OR LESS UNBOLIM I THOM 5 a 7 .53.0, -?Lo �fl To IV-2, All ­3A. --1 12'-4* OR LEM J 1/2' "S wk= V/ IS Its III %V~ ff avow a MV.DWN OF "ll MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.a.f.) AND CORRES NO MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANIELS (1) k INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOC NAUD ONLY FOR PANUS(i)k @INSTALLATION& AS PER SMOB I POW 7, ON M4EM A At 3) VAM" MCHM SPACDO FOR ED - 3 ilr MUM.0 "a At"Amur To DII" - INICON OF UP-G" FD� 0 VAM&AMn -Us SECTION$ f MAXIMUM PANEL 76 To PRESSLOW. ---w- w comwom- LUMH th.) RADIO (Il 1) 10 CONCRETE 0D.Cam 10 oo-.CNM oomcnm To mxww CONCRETE 90 CONDAM comcmm a MOM alax ILM $I= - NVA -V- N/A A Al I (TOP) Ir' S' H/A Ill D' I tial %/A W. %/A 6- X/A til N/A N/A 011A v H/A w W/A 2 piamal i on LEM 7-S' ON tESS It. H/A r NIP, N/A .. I .. TOM It. 1. a Ile 2 1/2, 6 t/. Iff $Mft 10 111 11 FOR ANCAWM Ine A SPACING TO PfftftiAWd *no WON MM NJUM iOMM ANCHOR SPACON AND UPOR& CM OWANU Aft OAXAM ON ?its SMOU fO ED, LEM RON pamim ON 90HIDLAX 40AZI AMC" ON= in k"WLWO pvcw so" ON SCHEDULE; IN We FMLVAVC OCIM MR WO ORW" TO K PON&L NSDJCM VACM 099440 WOOD FACTIM SHALL, Pol M Lcis D� VWW Pistol Plot [AM � THIN! At PACHM LtK� MONO!! YM I/w. Ieb 1/4'. 1/4. 1/4". I/Ill at" -40" IM! 3 2 1/2 3 E IN FLORIDA BUILDINO CODE (Wgh Velocity Nu come zonl 3113 -1 It N i ill �K LL I= noxe No. 167 1 20 GAGE GALVANIZED STEEL STORM PANEL *AM Ill ORION w I vr "'No" -,:, i$_j GLOBAL pRoulaft p"Mcm uc. a p� WAS. #L Sm'. -amm mw J'jr g� �. ro oc (04)M All l (tums-ml 20-176 PIPP, 00 M-� III COR tP­ 4' ST OF�'. lot, IN I A. 1/4 11). VV UXC WAU &At" W/ 114;10-PoIr WIL UL 0 a I/v cc MR twa Low" VP To-sl " 0 11-V D.0 IN LDWW UP It a -r Nil OR fl� to POIRUMM n%." 0 ON PANOwn I" 12 wl 1 1/2. wo, Imptuato RA HEADVII :D WADVII ALI. Lrwm [MEOW," L ';j on lictol ft SHM 6 Ile Lo. %w sun OANNG W/ 1101-"4* Itill 0 6 1/4, cc 3. IL4 AUL Log" UP TO r-or V. 01INTING RMAUA710111 ALTERNATWE aw f, INSTALLATIONS ARE ONLY VAUD FOR BULDVIGS WITH A.S.D DES" LOADS 555, PANEL'S LENGTH UP TO W UP TO + -7ZO PSF AND -8* 2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD MVI 10 BE SOUTHERN PINE NO. 2. w/ spl DENSITY OF 0.55 OR EOUAL TOP III BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION STUDS 0 EIVERY (12 1/2- 0 C,) TO 04" PANEL INSTALLATION DETAILS FOR REGULAR PANELsa INTO EXISTING WOOD STRUCTURES & dA 7 to A. FL�-' I DIS" 2 Ea I' 41� IKLlbfA HEIM $Ms.= ALRYMATM IW ALTim. sm Steel ON smw 8 no Mw "S ED ALTERNATIVE Aw AN 2%e PLATE 0 004� Or PLAW. SCALE 3/0-1- COMM "AN 14 NOTE SHUTTIN TRACKS NOT SHOW UMtM CLARK" FOR 311 1 1 % - -, SEE SEE \-*"Rgw PANEL %--END pan Sawrom! MR a. Lswil S. ANCHOR ANCHOR 7 3 ON DIRECT NWW4 SpAcima WOUNT STALL"ON (APPLICABLE TO SCHEDULE 1) SCALL 31111' - I' J'_r el MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPAGINg SCHEDULE AT&FOR INSTAUXIONS INTO CONCREEL A CONCRETE BLOCK STRUCTURES wail a I ALI STUDS 0 (12 Ilr 0, C, Sir M- (CASE I) y I" (CAW 0) TO "Dww P WA" ALS MID. MOM or UP-W CU- TO I tilicum nowl 0 a " To A"%PQA" TO Lacnow 0 a �LW PAM WORM TIE. TO CONCOCTS to Come" I= TO CONCRETE COMPETE: Ill joal MMMM PAM To CONCRETE MCRM W.= cmawmm or mm Low. V (N.) 6, 1 N/A H/A N/A 1. NIA S' N/A S, %/A I & 2 (TOP) +55.0. -72.0 - '. 7' 1. 9. 9' S' r 9- r r I (BOTTOM) !"a OR LESS 456,0 -72.0 N/A RJA N/A 1. N/A S' R/A IT. N/A I a 2 CIOP) r-r 5' 1/2' 9* 1. 1 (BOTTOM) 4550 -72.0 N/A "/A R/A 1. N/A NIA N /A I At 2 r to 8­81 SGHEM'.l aw now mouw tomomom ALMTIQM.W, &ILD (TWO kvw "MMOO ~ CAR -CM03-M. MMIDPW�* APPLICABLE TO DI, OF THEM Io MAXIMUM !AN1 LENGTH "L (A to Call commm 10 442�2 -81.5 3' _31 4 1/2' 4 1/2- 2 (BOTTOM) r-c OR LESS -52 a -44.0 3' 3. e 4 2 (BOTTOM) r_ S' OR LOS �72da 2 1/2 2 1/2 - 4 3 1/2 2 (BOTTOM) 7-4 OR LESS +55.0 -72.0 2 1/2' 21 /2* N/A N/A 2 (SID"011 >1 -6 To a -0 1+36.0 NJA 2 iWITOM; 1/4. INTERIOR PANEL -END PANEL GO Mx MR J" - 3­ j2zw- ANCHOR DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 21 SCALK, 3/14" - I' -3 M MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDIN NWIMUM PANEL LOGTH NO SCHEDU N0.441 67 z -1 _711 ve I 2EE SHEET It " MOM "PE 4 SKVPM Al OWNAAMd KM MM Pill" NULOOL � ANCHOR VIACOM AM MOWtW Ill DISTANCE AID *4=4= ON THIS SCHEDULE. FOR CO UM mAk MOrA= ON SCHEDULE WMJ" ANCHOR TRACKS MV �IPL"4 SPACOQ 000 ON SCHIMMIX NY INK r*UZWOO FACXM, TOP THIS OPCWIM TO K POISO.L REDUCED SPODOG OWASU AIM FACTOR DQQ NO SE LEM DON WftO ":PC RAWAIM FOR Ill ANCHOR ININ AT MI!OM LOMM. Toe 1/41. Ile. ye. Ill �� alow ON= pq $ _= IT '/f 3 swel s 3 3,/? Lia" got On own* - 3 I/r ,Is IVAUD ONLY FOR INSTALLATIONS AS PER SMONS I TWW 10. ON SHMES 4. 5 & 6) VANN" WXMM MOCK SPACING FOR ILIX - 3 1/r A.S.OL DES" TAPCON CP TAP�OM CALK-01 PN4DAWE rtwLt 0 PANKAWE PM_ ow xT 0 PAWL PRESSURE RATING (0-1.) To CONCRETE To cowenm OLM 10 COCAM Te CONCRETE at= TO CONCRETE To CORCOM Kmx To CONCRETE TO CONCRETE $LOCH TO COMMIT To Cwo" *A*- AW comovivk or Tw"w v (It) 1. N/A N/A N/A 6* N/A 41' N/A N/A All I (lop) 4 N/A N/A N/A N/A (W"W) NIA O/A N/A N/A N/A It. N/A N/A Ill 2 (TOP) N/A N/A N/A S. N/A 1. N/A N N/A 2 (BOTTOM) 1 -77 55.5. -0 1. NJA N/A N/A .-N-/A---.- S. N/A 1. N/A N/A N/A 3 Is 4 (TOP) >7'-3* TO 5'-5* OR LESS 6 N/A N/A or NIA N/A 3 (WITOM) N/A N/A NIA S, N N/A N/A N/A N/A 7 (TOP) 4' N/A NIA 6 S' N/A R/A 4 & I (BOTTOM) N/A All 12 1/2 6 Ile t2 1/2 6 1/4 6 Ile 8 Ile 6 Ile 6 Ile I N/A N/A 5 (TOP/w"OM +50.0. -53.3 N/A N/A 12 1/2- 6 Ile 12 '/2' a 1/4, 6 Ile 6 Ile 5 I/e 6 Ile N/A N/A 6 (TOP/DOTTOM TO 11'-2* -72.0 N/A N/A - 6 1/4 N/A b 1/4' N/A 5 Ile 6 1/4, 6 1/4, 1 6 Ile All Ill 6 (TOP/910170111) 8'-r To 111'-2' N/A NIA N/A N/A N/A N/A N/A H/A IS 1/4 6 1/4 6 1/4 a 1/4 9. 10 (TOP) +43AL -48 0 4. N . /A N/A N/A N/A N/A N/A 1. a Ile 6 1/4' a (BOTTOM) (DOTT e 04 LESS On LESS e N/A N/A N/A N/A N/A S' 6' 6 1/4- 6 Ile 9 (9 N/A N/A N/A N/A N/A Pill N/A NIA 6 1/4' 6 1/4' 6 1/4' 0 1/4" 10 (BOTTOM) VU SCM 10. 11 AND I TOM MOOM TYPE NW.MV MR MML4MM MO 00 FWAt SLOAM M"kiLM ANCHOR 04ftM AND MEMO t= DISTANCE Of INDICATED ON Tt4 SIDMILE. FOR ED. LOS THAN OOMTO ON SCHEDULE ODDUCE ANCHOR VAC*4 Ill ALILMYRIC SPACOC &"OWN ON SOULAX V THE rOUDWA4 FXMW FOR THIS OMT*N TO K MBMU. REDUCED SPAC14 OELW*D AILING 'ACTOR VOU NOT W LUIS RAN MMO" Sv*ttg OOUIM FOR EACH ANCHOR "Is AT AMMM LEQDQ. ADD= 111" ve. WPM '/e. or "W Ile. "ME to Ilv. PUN DIA, Ile. sk*-W ill. NC." WORM OIQ 3 3 11 1 0, 3 a 31/2 Of. 4 3"7 AM& M JMK MONO Y A -C 10 A r INSTALLABON INTO DETAILS FOR REGULAR PANELSO) EXISTING WOOD STRUCTURES A PAMOl It4 -to PMUMTE PLUS 9= Ol W/ 1 7/8' RtIz HE#= VOU"ll ptmrmlm TO VOODOO "M HEADER E*STM wm HEADED CMTM ill= ex. "AT 0 vow STUD 6 aw ve O.0 wow NEW R OROOD HEADER 0 Ile ox 4 Ile OC 1. 1 1 SEE wwrow am : pw a in stwom ON *4WD FOR 10 RAN MR 0. wwwm- TO still I% JLML ill- PAWL trNITTH (SEE N= 1) AM, PANEL %1 (SEE LENGTH Non 1) t.A Al PANEL UOl (SEE NOTT I) * I I I M or OF "L* MM OF 'L* MOA : ! "3 fell 1" 0 r LM SCKVS r D.0 W/I 1/2' 2'.4' WOOD P 0000 KATE "ATE MEOLIMED woum 2*wr _"g REOLWAM MO* THREADED PVCMYM AT MOWQTH OF PLATE MID wom OF PLATE LAO SCKVS 9 AD, Oil AT WVWW" OF PLA79 DIKCT MOUKT WAX 3/0.1- NgtWtp HIMALLATION 0 INWALLATION ul SCALE 3/8-1- SCALE 3/0-1" 1. INSTALLATIONS FOR ALTERWNES WN, 9W IOW ONLY VALID FDA BUILDINGS WITH AS'DL DESIGN LOADS LIP TO +43.9l -48.0 p.s.f. AND Wit if 1k PANEL'S LENGTH UP TO 12*-4' - ...... t FOR NEW WOOD FRAME CONSTRIUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY Or 0 .55 OR EQUAL FLORIDA BUILDING CODE (High Velocity No leans zomel NOM-11ILCM11MIll Or S4MEicnms NO. 0 VC, 20 SAGE GALVANIZED STEEL STORM PANEL Ip DOM al lop & BOTTOM MDL*MNOS CAN BE COMBINED IN ANY WAY TO SUfT ANY GLOBAL ROXCTM PMNWMI U.C. 11LIECO.ow p OA&nm Aft pq 'DIF Wl X"Mla s 4" SOL at all IT. M.. Plawl tw)ow-n.L PHIL M4)m-vw 20-176 N. A. PROPI.Heg INSIALLACTION DETAILS 1,14 FOR OPTION I FOR INTO EXISTING WOOD UFE STRUCTURES SAFETY STORM PANEL SYSTEM TO I 0 i I wl .1 � I I - i Vol— I- E� �4.' i, l�! OR . ' i �: W a I Eat W� 12 ams' AUERNATIVE I RNATIVE I C-no'cel W 114) 111 SCHEDULE no W. su�WTZW 10 MASS cc ED It on Do ill= PLATE C. 11 ,;Ov ill/ I PaW am It :'=-;:F �Frw ac ON ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATION 1/4'V-20 PAPIWAlt rbill 0 OR POPAxkvm PLLIS 0 r ox "2w SOME 3/r - t" ""MOM mewwrat" TO PLATE am DOJ"o m�m m sa� to UNION WALL MOUNnNG INSTALLATIO pow ALTERNATIVE 1 $ME. Still - I, FLORIDA BUILDING CODE (11119h Velocity Hurricane Zone) 20 GAGE GALYAWZED STEEL SYM PANEL OF I NWAUAM$ ARE Ol VALIC FOR BUILDINGS WITH A.1to OMK" LOADS Up to 4N.L -720 111 AND PAkUS LENGTH LOP TO Ill IL ECCiucl GLOBAL PROTEMON MDUCTS. LLC. 17/ski=n WE 2 FOR NEW IHOOD rRWE C*4$TOOCTIW WOOD MDAK]t$ To K SOVTI4m W/ SPUVC DEk" OF OM OR t0l vul" cc -M ILW 51 DOM al R. =14 20-176 fell I (W--- Mum is W38 CIO -00 > 2 C�L 2 C�L cu 0 -0 -I--# 0 CD 4­0 W CD -0 0 cu 0 0 CL a 0 a)L_ 3: 0 UL cn 0 -0 CU 0 > 0) E 2 C:)- Cn1"02 cu cu _10" C5_ U) s< z z C= C" uj C= C2. r_ (5 -4 CA CU E C2 u ­ 'cc cc CZ E t- CD cu > 0- cu cu M LLJ z < SHEET NO. SH 1 IS 1 ANCHORS (KE SECTIONS ON SHKETS 17, 18, 19 Or 20) 3 3,07. 44/17. 94/16. Z/17 31 WAR : wx M17;,81100`18. I MIN. amps, 7AW/11 a aw/to 9 a NW/20 I* MIN., 0 0 0 ­7- F _17 'C 7 A J_T 1-. 7- A MAX. 3 PANEL LENGTH (SEE SCHEDULE) BOTTOM Comm To 'ME MRD Fas a LEFT A newl Pos, ;r MAX JOP7.4110`17. INVII6 I. %11;I. IT Lop-W"19. 7001/11 a WAIIIII WIN. §W/20 I- MIN - ANCHORS (SEE SECTIONS ON SHEETS 17. 18. To & 20) OPTION J2 FOR LIFE SAFM STORM PANFL(t EUVATION WALE 3/16*-l' 101 ART OR, am 04"111:111 a," "TAL x�_ zxmum SECTION A -A SCALE MAXIMUM A.S.D. Max. PANEL LENCTIH MINIMUM SEPARATION PANEL DESIGN PRESSURE L (It.) TO GLASS 1 1 CONDITION RAT114G (p.s.f.) (SEE SECTIONS) +55.0. -72.0 T_8" 1 2 3/4- 1 UNBOLTED INSTALLAIJOIN DETAILS FOR OPTJON #2 FOR UFE SAFETY INTO EXISTING WOOD STRUCTURES STORM PANEL SYSTEM i/4-oupcom OF Or c.c. THKAM r cc, -7 "OKA= /1 .1, L. wow WOOD HENDEIR MERGER HIACER A MO. 1/2 MR& I 2, r WIH hill IL 19L MY. 3 U _3 TO OLAU PANEL LENGTH Ism 50*VAL Ow va, IQ L* PANEL LENGTH ScHwAs am lows) %, MIN. Ax. NOMINATION (Su TIM I BELOW) ApmEL LEWITT (SEE Mani I LILO" PANEL LENM =sw� AT low" tSUE TIM I BELOW) W 4ASS modKu A (SEE TIM I BLOW) tm ON TRIM is) am w To) so ms, IF 7/8'd 3/32 WIND AN." 3/ 7 IADVOI)I OF PLAn' 06. _0 , L)F, CONT CONT 1/4-0-21IJ/4 IAL III 2"4'SA- US W/ 3/32* ROAD WR 7/9*0 3/32* W04 FIRM, 'If WAOCN 0 12 1/2 CC vmc HUT WASHEI WWM) ISM 0 TIT III' D.0 "0 MINCON 0 &* O.0 1�1 MIT WAND (KNOMID) TAPCOM 0 4* D.C- w/ SPA) 114'P WROOM W/ STUD) NRERGEC rm.,.. "W15,013, OF PLAIII: or PuTt Of PLATE PLATE akwO jjjt;,� MAW WALL big lima I ALLATION whu MOM hTm WALL !�NA ALAM4AMNSMIA AM MI NrL .Am_wu a WE MUM W_ PANIE! 0 REMM PANEL IL LWE WM PANEL WALE 3/8-- 1 SCALE 3/6'.1 SCALE 3/0'- 1' Tj FLORIDA BUILINNO CODE (1419h Velocity OFF! a I NVALLA7,04 AM ONLY VALID FOR w4bomm; WIT" &ED. &*A" LOADS UP TO .55.3. -72.0 PSF AM PANELS LEMON UP To w-Ir mn mmmm. 2, FOR NEW WOOD FRUIT CONSTRUCTION, WOCID VENDORS TO K SOUTHERN 1 LZ 20 CAM GALVANKEED STEEL STORM PANEL I Do PINE NO 2. W/ SPECIFIC DENSITY OF 0.55 Olt COUAL SIT TO 7 r. -,.. 40M mncmm PRMM. LLe-I 7 12,500* (EFFECTIVE *07"). - - -6 1/4* L310- T. I* D.On* MIN, THINK GALWANIZZI) STEEL MENWrC TYP. ASTW 4­653 CODE GRACE 50 A 1_�P. A 44,9 C-60 CALV 6 ISO"- (D STORM PANEL PANas DO Lip W/ EML A.,Xw. 121: ISOMMIC V1r* DETAIL A 2 DOO ROUNDED CORNER 0 ENDS Of PANEVS END UP W1 KWW EDGE. 125' IS. pos) I ! t_== 7 : -, 2cm- � i For TR= 125' I Obs' (typ jL t_ 1 3" MOx.___j 3"x.3"(Mgx.j AM, ANGLE IMP am I I* LONG 6083-T5 Alum. ALLOY I 01. 39 . Do' FRI. Izv 2.470' RUERSED Ph" MAU @) &4E ,�.PWIE 6041 -TO Akun. ALLOY 1 �--2.250­j TIP, 2.3011* 2-244' M RIVEASED "U" TRACK 12f 2.ODO` 2-x.%-(Mnxj ALUM, ANGLE INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK SIRUCTURES ��e IAPOON ANCHORS 16 T~ ANCHOM I UPOON ANCHORS TIA. TORPOR ANCHORS 0 1 .. i, 9, cc. D.C. I D.C. 0 9 cc POURED CONCAM POURED CONCRETE OR COMCRmm0 OR CONCRETE SLOCk REQUO BLOCK F40JAW r-C BLOCK REOUTIMCD UQCX REQUIRED NMI - I I-owx,- LQ E. E-04 T S, TO w�m G r 46" 041' Mo To I 'Ho" EXI CLASS 4 CLASS WATIONJI. Clow 'NOW CC. - To 12 1/2' Me TAPODN MIC 4 Ilr OC (VAOWO i/ ruc) POURED COMID" Olt OOKICTIM KOCK REOURM SCALE 3/r.1, IT 3/32* Tom NUT w3men (armw) I ' TAPLON MIDMORS 411`4 4 1/2, D.C. (STACOM W/ SM) WRID CONCRETE OR CONCRETE SLOCX REQUIRED WALL MNVDNG INSTAJATM NUMANIEL 0 LIM SCALE 3/S'-I' sa am is A = FDA ANMM TYPE. A APOM Tot 4' - * vin. wpm SPACING FOR INSTALLATION% AIM GM WACNO Ox.) I mm &MAW WOMW ANCHOR SPACIM111 AND MINIMUM am DISTANCE AN .0ftim ON T.6 31 80111MILE To ED Lm TIM *WCNM a. SO"" ROXAM MICRON swm w 6KLTOLYM SPMM OWN ON SCHEDULE =1 3 AM& 916 WE 110=0 Nam 11 THE mLov4 FACTOR! I" OPOMMON TO K POSM" FSDMD ja IPOZ" DoWAM ISM FACTOR $4011 NOT K UESS THMI WO" SPAOR4 INDICATED MR 004 ANCHOR TYPE ON TWO SOMMAX 3 qr C _Z WSr W1 ..1/8% Am NUT WASIBE, _V1 V/W3j4'&S. MA I" 39. 1 32 ONO TIM IN, 12 1 0 _r., lllorcca"C ANCHORS t OF 4 1/2- O�r POURED COW JIM OR CONCRETE BLOCK Atoton OR CONCRETE BLOCK REQUIRED WALL M"bWpQ 11"'AM WALL MOLMNO I!ffALLATION UffMAPAN SCALE 3/8*-,* SCALE 3/11o.l" INSIALLAMN DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES 1/4'0 TAPCON 0 5- D.C. TAKON 0 4' D.C. "Off" T;:N. THREADED AT WOOD AT WOOD HEADER 48 WTI' 15 1/4- NOT. "Ou TIM* 2' WOOD HEADER REQUIRED --- Ich 0 REQUIRED` m TO *.Mo (m samax" -- : I EXISTING TAX Tow 18) GLASS V M.. PANEL LEACt" (SEE TIM I BELOW) 3 32" WIND NUT 3 2`0' WOOD PlAlt n /6 REQUIRED WASHE OF 1/4-0,C, 014-10 PATIELMAM S 0 & Ile D.0 MWL THREAM "/1 AT MOWIDTH OF PLATE L. WALL IWALLAM SCALE 3/h*-I' MODS" I. 06TAUAMW ARE ONLY WAD n* BOUNDS WITH ".0. DESIGN LOADS UP It) 455.5. -72.0 ITSF AND PANIELS LENCT14 UP TO W-5* 2 FOR NEW WOOD FIRMAL CONSTRUCTIONi WOOD MEMBERS TO K SDVr.M$t FINE NO 2, W/ SPWM DENSITY OF 0 53 OR EQUAL to aim cm %*do= EXISTING CA low A) MR. PANEL LENGTH SEE TIM I BELOW) G ED /11*0 3/32' WIND NUT 2-0- vocca PLA RIOUMD RASHER 0 (INEYONO) V4-ID PAMFIAIATI P�; 0 6 1/4* cc, W/I 7 THIOADED PE14711ATION , AT m*wDTH OF PIATE t 3 WALL A_IQJMNQ WSJ =QN 0 WSMARM-rANIEL SCALE 3A--1- /24 ( NOTE I OD-M V/24 p IP �./24 W/ ON B/O M-OW) 2'/24 W V/24 1110- T MAR ma Noll i wilm !su'-7 IF LAC. 11 I. CONCRETE "10 L COMM" MC4= MR. or A ft.".= SCREW !: - VA am 5"Er FIT (SEC spimuA am spw I* MIL s M s bCK DID ur --1 0. Im -1 p F, i 11py It T-T-t-t- 1-T--r - 1 44 X *L- GNTIDWR, rtw [ (Twin "PATCHES, I twrvmv (INTERCO pmw ?0-0 pwal KC 'On 2. 3. SET "m 2 orw. AM NOT' jf�_7 TT, 17- R. -A 40 IT L. 40 X L. it -HAHHIIHH�1111m! 111!1i]�01111, I T, Ill] I i I t 2" il till] 44 a _A�� FAMELVAR CIPIL) �3­ Sm MME . BELOW - no M_ MAY K I ?Ckrm, grkrxxx I. TO SCHEDULE Ax. sm itcnm ON sww Is r=r 3 TORMIR/ OR 0/00.0 TO K INSIALLED AT EACH LAST AAN�. Al 496M:-USAUAYS K PROVIDED W1 . 0 u WOO &a.- A WAR %MMDL( TO FACIUCATE 0WAUATIOk TYPICAL ELMITION FOR IIES 2000 PC= HONCLIF TO 1.01LITATE TYPWAL ELEVATION FOR 0 INTENDED TO BE INSTALLED FROW E-Z HMG STORUVW I SYSTEM IF ATTENDED TO BE INSTIALUED FROM E-Z HANG STORM PAN TIEM INSIDE or 5""XIM Pam OF STRUCTURE SCALE am 3/w ;mR, 114. MR., GAP -1- -\ S, 7 7 7- 1"--/ _7 7 \ 7 V-0w, BIT, (D. 0 A;A SECTION 8-8 m Do ARNOW IEN sm ww - v moln (1). DEFINITON 01 SERIFS TOM; E - 2 M" STORM PANEL SYSTEM DOW47ING Or PANEL TRACKS At TOP IN PAMELVAIIF PLUS OR 15' LOW Vy BOTTOM W/ PANILMATES. (1) 1 - 2 HANG STORM PANEL SYSTEM CONSISTING OF PANEL C I TRACKS Top a BOTTOM, (2) END PANELS SHALL ALWAYS BE CONNREC= TO C)OVNC SILL WALL By MEANS of (2) fOSWLS WAL ALWAYS Or CONNECTED 10 BOTTOM TRACK OTHIERATSIE A STOP EMA PANEL"LIES 0", IF USED TRAIKAT WTI.. END ITANELI $KILL BE CONNEM To M 3 I A 2" BE PROVIDED AT TOP 01 SUCH PANELS, TY *VAG NUT OR la(20.3 In, INTO TAX11W." AS (3) LA SHALL CONSIST 01' DESCRIBED ON 3), w, THUMBZRCW =111`o`L%O2.1Xp1Fm. EITHER OF M (3) MR CASES 10" END PANELS AM j�VVOWI O��TRA%.(p AT ag DffPK* FLAT FLAWAS 01 END PANEL END PANELS ARE NOT STOP BAR Mom Ou.", PROVIDED ATrZI OF (4), IN CASE T44T END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (1�9. A STOP BAR IS OM USED AT TOP) AT LEAST TWO PAWIS SHALL K CONNECTED To 90TTOm TWK (4). FOR INSTALLA71ONS WHICH PAMID.S AND SOME INTERIOR PANELS ARE DIRECTLY -Y MOUNTED TO E= USING SPECS *AXCAIED ON MOTE (3) ABOVE IN SUCH CASE. CONNECTION OF PANELS MAY Be USED M X :., 1 -M= mr-wm. TO BOTTOM TRACK WAY OCCUR AT ANY PANEL LOCATION W TWO PANELMATES F SHOWN ON ELEATION AND I'M %..X (5) SEE SECTION 1'. 3' & 4' ON SHEET 2k SEE ANCHOR SCHEDULE ON SHEET 25 L. ED" Iw/ till"" NOT New BY ANY MEANS BE INSTALLED t. X. Tit SUCH THAT ADJACENT PANELS (8 LM OF MHT SIDE OF R PANEL) HAVE THEIR OVERIAPS RETAINED BY FLORIDA WJWNG CODE (INIVIT Velocity Hur come Zome)l No. 4 167 "M I"=. OIL 20 CAGE GALVANM STEEL STORW PANEL F.P. V, TIT, 1-4 GLOBAL PROTECTIO111 PRODUCTS. LLC. SIAT OF �IE �CO 40 ILW lop Wow OW. it 3331. 20-176 &" AM, =--a.57-72 W . W N !m Noma ft� 0,:wo�ti RE OF ft INSTALLATION DETAILS INTO EXISTING I'll' IAPCON ANCHORS FOR OPTION #2 FOR UFE SAFITY STORM PANEL SISTEM POURED CONCRETE OR CONCRETE BLOCK STRUCTURES l,4*. TAPTOOM A404M V CC, POURED CONCRETE MOM OR CONCRETE KMk REQUIRED A 04 cmmuoi REQUIRED 1/4 0 EXIST) GLASS ig t 3 LOO PARELAWE WIT RANOMATt WIND MALUS W*G NUT WMIND 0 6 I;Ayoff (=Illr POU*w CONCRETE OR CONCRETE KOCK -POURED CONCREVE OR CONCRETE BLOCK FCWRW WALL MOUIM UWALLATM REQUIRED WALL MQUIffM MA2MMIEL SCALE 3/6--t- a Uffm_L�IrL SCALE 3/8'-1 . INE OW 10 AT 30 mm ONC00011 TOE 4 mom Tw - -Ile. 1A`RAW V.1. F46w* pja SPACING; no v&AULKhOm& wro om Ill, 3 1 FIVAC WALOW XMIDAK FOR ED LDIS TWA OOtA?W ON SOMETIME ISDUCK MKDl1OR WPOW W MULTIPLYING V#CM *0" 00 omfmw SIR-4 mm Za ow Sol" pow IT, IMI mu� rozym IN "s OPEONTION TO WE VOSSSJL REDUCID JO, VACM DIFAM UWNC FACTOR 00" TIM K LOSS THIN WWWW SPACIMO WDICITTID I" EACH MACH" IMPF ON INTO SCHEDULE A Vr P vr 90911LAIM. - MAW STOM PANEL SYSTM I E-Z HANK STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT MCC) HIS BEEN VERIFIED MR COMPLIANCE IN ACCORDANCE IRITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE DESIGN WAD LOADS $KILL K DETERMINED AS PER SECTION i62OOF THE ABOVE MENTIONED Cc%, FOR A WAND SPEED AS RrOURRCD BY THE g:= WHERE IH13E SHUTTERS, WILL Of INSTAUSO AND MR A DIRECTIONAUTY FACTOR Kd-035. US 10 AND SHALL NOT EXCEED THE MAXIMUM DESION1 PRESSURE RATINGS INDICATED ON SHEETS 25 111 26. IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMAITE DESIGN WIND LOADS DETERMINED PER ASCE 7-14 SMALL ON FIRST REDUCIED To ALSO. DES" *ft LOADS BY MUtTrPLYW THEM BY Q6 IN ORDER To TO COMPARE THESE W1 MAX. CA.S.D) DESIGN PRE$"[ RAMNOS RODICATED ON SHIM 25 A 26. IN ORDER TO VVR1rY T14AT COMPONENTS AND ANCHORS ON IRS P.FO. AS TESTED WERE NOT OVER STRESSED, A 3A INCREASE IN ALLOWABLE SIWM FOR WM LOADS WAS JIM USED IN THEM ANALYSIS FAVENERS SPACING 10 WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH NO.S. 2015 STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RIEWANCE HAS SEEN VERIFIED IN ACCORDANCE WH SECTION! 1625 Or THE ABOVE MDWrIONEO CODE AS PER FENESTRATION TESTING LABORATORY. INC, REPORT 111 2032. AS PROTOMS TAS-201. TAS-202 AND IAS-203 I. INS SYSTEM HAS MIN MONED TO BE INISTA14110 0% THE OUTSIDE OF THE OPENM ACCESS" I)* OFTEIRINO FROM THE INSIDE W/O THE ME Of A LACCER OR LIFT THIS APPLICATION IS VAS IV WHEN INSTALLATION IS INTENDED TO BE PERFORMED FROM THE TMM OF STRUCTIM. I SEIKS 1000 OWALILATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYU WINDOWS WEN INSTALLATION P1 kWKD To BE PERrORmEO FROM THE TwSiDE or STRUCTURE. 4 SUM 2000 AMALLAINON 5 APP11.1CABLE 10 SWALE AND DOUBLE HUNG " kORqOXTk SUDkR5 STYLE WINDOWS OHM INTIETALLAITION IS RECURRED TO BE PERFORMED F`ROM THE RNSIDE OF STRIVICTUPIE. S. ALI ALUMINUM EXTRUSIONS TO BE W63-15 ALLOY WD TEMPER (UNLESS OTHERWISE NOTED) 6. ALL AUA"U SHEET METAL USED AT CLOSURES SHALL HAVE 310S-HI4 ALLOY, 7. ALL STEEL SHEET METAL PANELS SwLt HAVE STRUCTURAL DUALITY STEEI_ ASIM A-653 WOE 50 Mw.. GALVANIZED STEEL DESIOMITION W/Fy- 58.5 kli (AFTER ROLUED). 8 ALL SCREWS 70 BE STAINUESS STEEL 304 Off .116 AISI S114OFS OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIM 5NI Is R AND SO k* `TENSILE STRING114 OF SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 741 T.3.3 4 0. BOLTS TO BE ASTM A-307 GALVAIMIZED STEEL, OR AIST 304 SERIES STAINLESS STEEL *f7W 36 ks. &ANNUM YTELD SIRENGTH 10. ANCHORS 10 WALL SKILL BE AS FOLLOWS: (A) pawn-0wim, t/4*0 TAPCON AKMORS AS MANUFACTUM BY ITW SURLDIEX. INIC� (MIN. fc.3192 px.i.) 1/4* 0 X 7/8' CAUT-11 ANCHORS AS MANUrACTURED BY DEVAL? INC, (MIN t'C-3000 P-) 014- 10 PAMELMATE FICUALE 10 A iaIi"ii PLUS Amckm. As uARTFAcTuato elf LED CONSTRUCTION PaCOUM (r-SM IFAIL) AA) "UM EMBEDMENT OF TAPCO" ANCHORS MID POURED CONCRETE SHALL K 1 21/4' AND 2' FOR PANELMArE FEMALE UD III PANELMATE PLUS. A2) MINIMUM EMBEDMENT Or 1/4-f IT 7/0- CAL"M ANCHORS SHALL BE 3 7/6' INTO COW.Am NO EWBEDMENT INTO ANY FINSH MATERIAL SWILL BE PERMITTED. 1/4' P-20 SS SIOREWAUX DOLTS USED SHALL BE LONr EMOUXIM�SHDULD ANY FINISH MATEnk EXIST) TO rNGACE 3/4' IN70 ANCHORS. A,S) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVE*S BE FOUND ON THE EXISIING WALL Olt FLOOR. ANCHORS SHALL BE LONG ENOU01 TO REACH THE MAIN STRLICTUATE BEHIND SUCH PANIELS. ANCHORAGE %NMI BE AS MIFINTINED IN A.I) AND IN 42). (9) TO EXISTING ADICAM IRLDC, jA" - 1/4 0 TAKOW ANCHORS AS MANUFACTURED BY 1.7 W BUILDEX. INC 1/:- 0 X ?/A- CALK -Al ANCHORS. AS MANUFACTURED BY OEWALT INC (1*-15W IT.*!) #14-10 ITAINEUMINTE FEMALE 0 AND PAAMMATE PIUS ANCHORS, AS MANUFACTURED BY ELCO CONS"tUCTION PRODUCTS P-6.0 F .*WORM � ism � 0 .w INS Farm/' DIETAIL I SCAt I/e - I' f--05 8 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANTELMATE FEMALE 10 111 PAMELUATE PLUS INTO CONCRETE BLOCK SHALA� BE 1 t/4" t2) MINIMUM EMBEDMENT a 1/4'0 X 7/41' CAUI-IM ANCHORS SHALL K 15 7/r INTO CONCRE11 NO EMBEDMENT INTO ANY 140111SH MATMAL SMALL K PERMITTED. 1/4' 0-20 SS SMALK BOLTS USED SHALL BE LONG ENDUCHM40ut!) ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4' IWO ANCHORS. 0.3) IN CM THAI PRECAST STONE, Oft PRECAST CONCRETE PANELS K FOUND ON THE EXISTING WALL ANCHORS SMALL BE LONG ENOUGH TO REAC" THE MAIN STRUCTURE BEHIND SUCH PARELS. AWJ.OqAGF SMALL BE AS MENTIONED IN IIA I AM IN 0,2). (C) ANCHORS SMALL BE INSTALLED I'MLOWIMID ALL OF THE RECOMMENDATIONS AND SPECIFICATION% OF TK ANCHIOR'S MANUFACTURER, 17 it 3HALI BE THE RIESPONSOPUry OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE W14ERE SHUTTER 13 TO BE ATTACHED 10 INSM PROPER ARICHORA" THIS SHUTTER SWILL ONLY K ATTACHED ITO COmcftM BLOCK Olt 12 THCE INVALLATION CONTRACTOR fS TO S1AE/C4ULX ALL SHUTTER COWONDB EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING 10 PREVENT WIND/RMN INTRUSTION CMXK AND %A SHUTTER TRACKS ALI AROUND FULL LENGTH 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN INS ORAWING PLUS ANY ORAMNO AND IDIOTIC REGULATIONS PROVIDED BY THE JJRISDFCIIOR WHERE PIRMIT IS APPLIED TO. 14, AIR" WINDOWS Mo DOORS, INC. f - Z HANG; STORM PANEL SMnEm- is POW no 15 111) INS PRODUCT CVALLIA71ON DOCUMENT (PC 0.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE mroRmATiON FOR A SITE SPECIFIC PROJECT; 1.9, WNEOIC THE 9Ir ComOrnoms DEWATE FROM THE P.r_O THIS PROOQCt SAM ON THIS L.0 PROVIDED Hr./SHE INDIES NOT WvMn FROM THE CONIXTIONTS DETAILED ON THIS DOCUMENT CONSTRUCTION SAFM AT SITE IS THE CONTRACTOWS RESPONSIBILITY, W THIS PRODUCT EVALUA70H DOCUMENT MLL I* CONSIDERED mmo= IF MODIFIED ITT) SITE SPECIFIC PROJECTS WALL W PREPARED By A FLORIDA REGISTERED ENGINEER OR Aft'HITECT WATCH WILL BECOME THE P,621NE[=," It.) ESPONME MR ?HE PROP" 0 or O�W USE OF THE REPOOD AMT WAS � WE IED IDN00FAMILL T90E TAK FIX. 0 ENGTMEER� SHALL 9~ TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW (a) INS PLD. SHALL BEAR ITIE DATE "0 ORIGINAL SEAL AND SIGNATURE Of THE PIRDITIESSiONAL ENGINEER Or RECORD THAT PREPARED ft IS STORM PANEL MANKIFACTMIR'S LOU SHALL BE LOCATED 04 A READILY VISIOLE LOCAMON AT STORM PANEL 14 ACCORDANCE WITH SECTION 1709.0 3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVFRY OPENING LABELING To COMPLY WITH wC'm 1 709 9 2 or Tmr FLORIDA BUILDING CODE INSTALLATION ' OLIN FOR SERIES 2000 AND 1000 E-Z HANG STORM PANIELA)INTO POURED CONCRETE OR CONCRIErE BLOCK AR, ,soon 5 g ��I­l-.:,�-,.,,,�� SOL so.Emr mr= " RDIA1100 10 CAM PRE f p utm up unma INST, art-ITIMMI&A AIV IF WIN WR ­01 L 111V ft IF ITT ; if am OF Aft"ORTIA11 Oft. lit Mir/ SUILDINIG WALE S/S-il MDOR TO CIELNG kiiOUNDNO imST. BUILD -OUT MOM my, SECTION r WAR& -q as ITT 10 Raw"m �x.m 0 ow 0 movq .44167 v. a BOTTOM opmarma CAM K R FLORIDA RUWNG CODE I= D-11.0 iml _`xu . we, FT) A P&TO, _10-0 CD a) .9-- - Q > (D (D 2 CD_ Ca. C 0 0 MO Cu -0 Cn C (D =3 -0 0 -Cu Cn 0 0 (D CU 0 0 Cu u- 164__ 0 Cu > .Cn Cn E 2 CL Cu 1002 Cu CD 0! 14 z z w mi C-11, LL_ C= Cn C= CC IV 'CIL w E CUT cu E U) W U) Cu CAR. CAR. 0 Cu m =3 LLI z z SHEET NO. SH 1.2 .� I - - -- - I - ­ ­ - -- -- . L - - I - - ------L-A.-- . . I I I � I .-�"i.�lAflm&Ui��LAIALM� I - I -- . L . � - � - ­ I � . - --- - ., -- . L - - ­ 11 �� -- 'I -L�- ­- I ­ -­�- I -L., .IL.A- J1,,1,JL�JWUI,JL ,"111,111ii-j-.1; ,J­ ' ' I I I . - �­111----- - ­- �. -.-.. - - - = - ­ WI�-1-:4i,;,Il,w-lwlq.m.lii-�:,�,m�,;��;".i4s�7NO!""Nf,."RwillI W.:JJ­i%n I—— -- - - pjt.,:I*:,TI.,�; � .1f�7-3c.7.v:lvjA.Wlllli:"Z"Inm,,',,�ILPWI: I.Wt tiumum AS.D. DES.-M., - mc I ARRAW mr- .=6 AF%M TO ,.,rr .64.0. -76.3 70, Oil Los 1 2 9/16- SOLVED - - 1-.2r. T I-v, -01F.C. -75.3 W Olt LESS ---� I , ,,, PECTED . --- .. 4 .-* - I - ' � UWs;fng4 l6iA% A od46rSl. M. � A MKMWJT AT QAOWAP Is OCR OF PANEL OWN pAin. I,,I, 41,:,Ii,WWA.m.�.t�i:,�,'E.i�i*-�ll., " � ji"', , 1:�.M.�.:.;�i*,�.;.],.I"l,[,R,y�',.ii'i'J'W-I'�.�::."Im � 10.1­i:�Iw�.: il:liloali:a�'L�ifill�ll:.).'-M!.'If-x-�.:::OL. . ;.m I I I .I114ww.;.�,:.;�i4to Ar.,-�,,Ilwl #.�Kkl Ill.- W.111aCW�A4(;C�-,IMMI;i.i'AVW�; -41111<11 = MAXIMUM A,SO, DESIGN PoErC`"-IN M ARE (p.s.0 MAXIMUM ANCHORS SPMM FOR E. D. - 3 1/20 . - --­ - -- NwLrAoLl to j=4"A, OF THEM wommixt PANEL LOOM V VA) TAPCDM FMCA.n rimmut a PAMOMATE " to CONCRETE % - mew - am 10 6*4cokm 10 CONCRETE OLSO To CONCRETE M CONCRETE am ,a - I m =Ce", 12* I MIA 12- "/A 12, N/A 12, N/A V & 2- (TOP) it' 3.* IV -- - - 3. 5. 4- 5. 4. v monlom),I SERI 12' 3. 12' 3. 1. 1. 1. Ir JE�9501100M)+. +1118.0. -1!..S - N/A N/A N/A N/A I N/A . N/A . 12 1 LESS r .----..-- N/A --- 6 ,/1. N/A 4 112- N/A 4 1/2' N/A 1 3. (TOP) I - -1. 12- - N/A 12' N/A 1 1/2- N/A 9 1/2- - N/A 1 3' (BOTTOM) 12. "/A -- 12" M/A 12- -- N/A I ----- I . - :�/:A:�l - (TDP) . - 12- . IV - 12* , " - 12' 1 IT- _ 12- 1 IT- 1 _ 4- (BOTTOM) I I, LIMITED 10 S&O p.. f ASO. DES" PF43SM RATING &SEE SHEET 36 FOP ANCHORS �Vl% h SPACING POR *WNAA704 INFO WOOD FWM MALDM ~AW MOM *%ADM AM NWWM EDGE ONFIANCE AM tgrWW ON MIS ICHIOULIL. MR to. LESS MAN 64DCAM ON SOWD" REDUCE ANCHOR SPACING IN MULTIPLYING SPAC14 I." ON SCHEDULE In )HE FOLLOWING FACTORS IN MS ~001 TO BE P�" *MM SPACING WAM USING FACTOR SIAU� == WW" SPACING OOCAM MR EACH Awaaft rift At Now m --Y1!1IL- 1/4%, A"Wdaiww, /41. � i.& 11 1/41. tow e %*W- I - NO. ock" stwom 0.) - 3 L- I ,/2 ." 3 -3 .- -A - T - --j R= 1=04 3 3 In 3,/7 - ­- . I xam CA WE gong III as - - I t/I ­­ --- j I -- -- ­­ ------s!­ --- ---!!!L-- � I 1/2 ------ i - I" I - - I 'm ; + REOUNIES M" DISTANCE 1117111RIEN NOTMI OF PANEL I j AMD M To K ,/2' /2, -IV kri I. . rt.�-G ++ RMWJM AFT, DIFFANCE BETOKEN HUTTON Of PANEL : I I AND 0 to BE 3/IW 1 J3116' kdfw. GULAR. LIFE SAFETY & E-Z HANG STQRM (SCALE 112-l-) PANEL SYSTEMS :- , -- - -- - 15A25- MAL WOW) . I I . - - L - 2�,&7'- - - 1 7-- -- : =.I ! -1.3 � SO' - . r;I.Sw , � I I -\ .250", , I I , r� Q, - .- ­ - ­ -123W (IFFECIft IWIDIH) ... -1 I CL - . IF 1/4* VW) 'L - ' - I.Aw ­ 0404* MN. THICK - .­ -- I, ­11. 1 vS4*P­m3/4* r- ,750' - $'I* FINE � 4 , I I ,- ' ' ' - ­ - `Lsetl .3741- '25, YO Mau a 67 1014' - 1,3w . ­ � ) ,430, - .iw - - - I I on is it 1/2 cz � I Do* I 11 I to- I (UP K OMMED) I I . � I I'L ' I L -4 L , I , , , , . . , , * I I i L- - -'� I - 6 J ", , ., , , 3.05' o1d* - - "I 1671' ,.,� i- : I low" � IDOF I "%Wm= STEE, AM A1161 OFAM So TRAMAN `AV � , ryp I I . ... : .094" - '"'s" . - . 0- ., - , .I- L - - I 11 r� , D.TTML A 4 9 ��7. f- . � --ITYP) ,�--, �, ..,) � 1 STORM PANEL - "I. ... d) - ........ -j ­.- I - I .375, � , ".. , .DOWD'- Pools SMALL K OirtAun ALWAYS MW LEFT IV FApff W/ 1/2, LEG - - 2�w­- - (1) 'No HIPAUR (�) -F' TR= (�) ANGIS WO STUD AT AND AT Ur SIDE OF PAM - I -1-11 �­ -- . . TIT, TIMPONCE I - . OF PANEL 0.02." JuNi.) ,%WLIS V90 LP 1� 1'-.11 . * I , W/ hoAwv row - I- ---1'­1 �, "' " _-�.­ - I a' I -� -­- 13Y. #27W 1 , �,� . "I ­ 1� ", I - -; -.7 -?Ow - IF,,- � -.270, 4 I - I , - , � - Ell .... . - . - GALVANIZED SIM 7 I ; . 11 I �, . f D. � . .-; 0�2150 0 L, - - 2,591* . ,- 1. 2.2bV - - 114�1-�, ���- ISOMETRIC VIEW MAIL I A., .." I , I.- - , �-. A ., I , . . 1. I Outer I I 270-1 PANEL a.6231 � I I L �; '- f I - ,Ut OR (@� .11 \� I 11 + ROUNDED CORNER 0 ENDS OF PANEL'S I - FAA .00' END UP W/ HEMMED EDGE+ , . . I � - .1 2F ­2316* 1-1 (N,T.S) 375 . - � I t� `,F, dorrom AUA&J 3.750' 072, Z�solo` I - . ,001* D117' fj.7L- 9") - I (�) KEY Hou wAsHER 3105-HI54 ALUM ALLOY ma or POPE @ KEY H= AT PAN - IN' - I I � 1. I., . 2 - 1w. - ". .sa smalt 6 FOR ADWOM .8 UWTATM IT REM LENGTH 8 I I*. I I 4 12 L W I. - W, I -375* (�) Wifi6a ") I - - 12V I t-- ONLY VAUD "A WPNAATOG Alto A IN, wwo STRUCTURES , . - - .191" - I.. I .0 - 2coor -- . A 1.119 - 1.050`0 01 2 O � DOr 25� i (rYFQj L- I I I, ,.ow . . L. .- I 375V (2) REV. '14" HEADER @) !UIAZAM I ,71V 1 , I im� ­ I' MIN. m S, MWO. -- 0 SLEJEW 1' MAX, - 2�=* - L-L J WINg-1 @ Am" ' J' TRAC (@ PANEL HANGIE �74' 3,00V 304. - .- I --�-" i ­6 - (USE ONLY (I 1/4' WW FOR E-Z HANG STORM PANEL �-­c .13,11- 16.- -1, f 1.671* 1 " . 1. -082 : -i � .470' 1 :Z :27 mm, ­ - SYSTEM) OM-16 ALUM. ALLOY I Dow 4 -- 1, t­----n=�-- 1 1'25- -9116- A., , /`10 FLORIDA BUILDING CODE (Non High Velocity Hu and Zone) : I I im) m . , 2, I,201 - y '23' %.`�, [- -, Im, ss---, (6) . . -7F." malt- 1 IW:, * STATE OF ; nwm INC. . .-' F.P 24 GAGE GALVANIZED SIM STORM PANEL O� ON, - 2.000- - L .t­ .- , , ­ - '%. SEE SECTIONS - L i ". Ml. - - .250 4 ON -, - C, . 1L1k2T0"t..-.*;k 1 ;-,4f I:-- ! wHii lm� I AT '. ���.­ ' . 4 QJOm 11LIECOmc. -M r Taw"m . -� @'/"/=" PROTECTION PRODUCM U.C. om 4= SM. 5, SWW (9 BUILD -OUT "r 8 BUIIM-OUT *F' @ & (po WASHERM .�,I-,,t WINONUT . OFF INt M Ar.M,m - ---40wlg �.! IMIAL ft SEM 20-175 � ON)IM-7M& M CWM-OM - I AO U-!!.1 - I - TRACK ANGLE I (ZAMAC 3 ALLOY) OX IE4L/SGNVL#f/Wt I - I --- , -- = IN +'.-, I . - "'. , I fIM9 I I I I I INSTALLATION INTO POURED CONCRETE DETAILS FOR REGULAR PANIEL OR CONCRETE BLOCK STRUCTURE ftnD"Wt CONCRETE J-) ANCHORS; LOCATION CONCRETE ANCHORS (So SCHEDULE ON � - vusintic POURED wilcom. (SEE scsico" ON sman 9 ""OUCH 10) "Mrm Palm Cosicorn Do CONCRETE MILM I S"Erm I. THROUGH 101 OR CONCRETE SLOCX REQUIRED. REGUM. I A , -I'm � TIVATE LEG LOCATION ,� memm WHO" 4, =1.1=0.6- �,,..,, CSIVE SCHECKRUE Olt I- (4) SHIMS 9 nOWUC44 111��113 ,� ,',,i,r,4 '...""...,,� I � ­- - q9 h i ,,, "'. 11 � . 1, " , � ... , 1/4 - C. -� To- - -4g,"''o =001m,"004 j 1/4' I ., Is .. W/ - --- I I 'j - ­ . .W41i , - CONCRETE ANCHORS I— .- ­� 1 I ..... ... . - Y4,12-1V mr I. -I . .. Tkox 1 -, I ..':,; I I (SEE $CITED= ON . I ", 11 I ,", , , , , � : ! 1 SHEETS 9 THROUGH 101 I � i i LD , , 1; , - I , i "I (a)-- : 6. � : i" 'Iii,ll --Qgad�/04 mn 6 .,m 11 - " I I , 'L, M". �,��, ��,1'111 ,,� I PANEL LEAKITH EA +1 i mval' . , I E. C, � .�,' , I I'- i 4 ,�1111' � (SIX SCHEOULK i I ON SHEET A. I : I . � " , , �, ,.,.-�= - �. (a) W. . FOR Pr " S&ARAnosi S!, � i C, ) I � .0 AT .� i I to "MS. - U SHEETS I (SEL SCHCwtur 1i I : =%"-,) ,L* TION TO CLASS I (W SCHEDULE ON I 1 jl..'�r .0 9 a to 9 a .j� . Mo, I PANEL LENGTH .111';.X� SHEET S) I IV I- =-a-, I 'I' mcm. I Ir - ;� uick~ F-Wrt � :I 11 (SEE SCHEDULE I � ON SHFFI 3) � . : PANEL LENGTH I (SEE SCHEDULE I I I - .,z. � Ell , ZAM� - - ­ I -1 01, SHEET I 3) E=W-1 � , TO GLAn : , (SVE SCHEDULE I ON SHEET a) i : I I I I (0 I (DI I --­­ 5011 1, F � , ., OF 'L' ­11 ": MAX ­',��'. %:.. I., -11 i� 1. " , �11 I S I � I I I-- - I I ­. I �- V v I I 0 . I I - I I Dr. , � , MAI, , .;.,7;� 1�//.­,�., : . (1) -� ; ] .. "A ,. * I - �'�'. � �­�!'�� , , - I, , 4 - - I box I 0 0 . I 2 t/r (IC I �7 , 1 ".,:" ; - I I SPACER I I ED _ OF *L1 LENGTH ; : LJ1.1 � �, ­1 yr � .1 -,'�'�...ii"11' MAX ", � : .--.--- - I I .1 �", ", I I - I Q6-11�lmz 1, -1 . -! :!'-�.'73 _ A ; CONCRETE ANCHORS -f 1 , , -- cowivirm ;nwa - -,:.'� '-',,M �, `,' 1'� �. (SEE SCHE EXISTING POURED , �' , 'i� 11 I 11'� 1, . .�". ��', -A-13 , .. , �,i�.'� q . I- � , , _--.I-.- I I (SIDE SCHEDULE ON � . :�,.,� ­i, CONCRETE .111, , ,I :'­­1"­",­' REWRED i� 11 " [ME Of WALL ON SLAB 54M 9 THROUGH 10) ,a; - . .��..., CALT. CONDITION) " to) SHEETS 0 THHOLIGH i,:, i� . 902 I/11' LOW MAX. ALUMINUM 1. ; � SPACERS 0 6 1/4' O.C. VALID FOR si�* 4 :�,,` ". ,:! "'. " - 1�1 I - vMPOURED CONCRETE FIVE BLOCK . ALL MIGN LOADS AND PANEL EXISTING POURED CONCRETE LJOICINS PER SHEET 3 I I CONCRETE ANCHORS I (SEE Sommu OFF . 11 I REQUIRED. OR CONCRETE BLOCK I REOUROD _49;; MAX, LONG ALUMINUM SPACE" 410 1/2' 0 C. rA&u ON - -EO, Ski IF THROUGH 10) - (SEE # I SHEETS 0 & 10.) C13UNCI Ajj,%n MOUNTING SCAUE 3/8. I' 2LIJILD-01iff MOUNTING :Eml WALL MOUNTING /DIRE IJM w1sum no OR SCALE 3/$-t- "§"# Ili A.YJ . ...... ** "I.. . . - ms�`% FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ... z : f . No.44167 % `1 Tom AT= m F.P. 24 OAK Q&VANM STEEL STORM PAMEL ED. -( EDOE DISTANCE SEE SCHEDULE ON .Rmhm. TOP & BOTTOM MOUNTINGS CAN BE , , ! TIT TIT . * " . . -�,� S�TATE O!�� :�'-'.:-,� k7k. jr 'or � 0 .�. I , s" ��- DOM vi /1.1.1t...., ------- ----,-C--\ - // EC 0 it 0/"/3m GLOW PROTECTION PRODUCIM, LLC. Wf: TILT sts 4M LIT II T"W ONMIL OL 301. SHEETS 9 Ilt I D) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. ��T ji ��, N� , , j%4)01�ML rw WOO 1117 20-175 - qr- I TIR ""No.. " - - OVA.m ft, . 1140-011-W- A-1109 �-INWIATIWRE/Qtin L CA-QMIIS =I' . *1110 A. I 11 - I If", I ! i IN 4,1,7 1 I isom 6 a to - I INSTALLATION DETAILS FOR SERIES 2jy00--& 1 000 E-Z HANG sTogm pANEL (D INTO EXISTING WOOD STRUCTURES -- 111 - - .. I.., 1 ,/.-. Im Smos 6 I- O.0 ./ . . � I -7 . " - , '/2- W. '"Kim PENEnMRCN I I . I '- 7't - T' If" LAC SCPCIVI 0 6* 0 C A/ .� . : 1 -rO IRMTO-C WOW -LROIR , r - = z--- Flow I '. � I ammo LAI; SCAM a 6, ,;LC ./ - -1 .� ; � :/-*- , . I .- 1 1/2' W I"REAVIT PINCRATION �. � I -f 1: CIA, OF ON EDW '/2' VOI T-MAM PENETRATION 11, ." " 10 o� WOW MLADER . t . I I I T 11" I., - - To EXISTING WOTO HEIDER. . � )--�j)C­L #,w-q.Wi5. , . , - ". - ., 11 .... I � � . I I We M EFV OF Q) I - '­" , � , I * u 5 �, ; I ) ---@,,- #,.,, S.l, . I ." . l�, * � -.- 6 C- " - - �` I ­11- - �"V,�ARE i , ' - ., !I I " , "I -- � � � .1 L'�', I 0 E. END I. 0 1:4 3 -� . IL�41 - . � 1:1 . . -� I Ft/ . . ! : 4 C� II140' SO& SCAM 0 91 at, I I i , LIV, .n. -i T 4�� �". I I - , , - 1=:vV1 ,Am I . � I ,/a' W. .'"E"m PJAKIR" I , Is FA END w 0 I " 1! - ,,, . y I I - I A , LAW WOOOD HEADER 11 Ism: 611AIL 1/2A * I � - I N S. , :. I 7 � 4:- 1 "'L=/321 .. , 1 14 F1, j , - , I - man IA onom T L.... ­­ - - , , 1, r"P) , I 1. L�- : TIT EVERY Lal -I . I _ . ; ,= Pop w,r 4 C- I ,SEE INETAL 1/24 * 11 il , �, I. t, ,,* f'.1. sms I I I I L t?m IA -9 "� 5 OF (vilit" C) , i, i ''.- V r , I , "I . T L IF 1. ,.- ,,�I . 0 CA CMD or 40) I ! WIRWO, I I I 7 C- i 1, ­05 ; -- Lo M's-R I - - - p :�� TIRE OlIoL 112,I & 1 1 .1 . NOTE V. an,lAit) - - - T � ! ., - Woom MiAtmill RC*UMM I -­q) � , I - I I I 41.-N*y - � , . - 2 01104 hm. 0 1/.-.-x.3/.- ta '. L2 - SEPAMION - i No I e III y/elf V ; - �= - - .. - : ,/S TO CLASIL IT . - -20a,g - I K1. - ,�( OW 0 1 3137- 1 ,w I 11) CvzTL V11v, I'- ;Z* , Is v . I F I�, i MR, oKm I ILT 4. . . v "; `, I/8- w w -m-, - -- _-..." � -- I I , %L-NbktoH - I I I 11" Y I r /C.-20LI/4, - 10 CIA" v4l.-20i V, I- T �- W@ I � N.- ", § I . jazw y 1. ... .1 " 1 3" R§ �? -- -..-.---A I = . / �-:S% V t- - S`%xT.-,- . 0 - 1 CARY 06TRLAP (I-1 M ILA' - - 5 I � I I . .-- � -- - ; � i /I III I . i - J_u ; , - I I . j I " I - - j ,2, i ." ; # I � i I 19 f I , I "I - - K-- I � gt , cd 4 It', ;, j I , , I '. - . W, I I . 11 I - I TO I III :- -T-J I I. . . �"- if I , � I , � I .-;-I 1 I I 3 ­4 I ..- I I ... . I I 21 I , . A P O' i � . A ):�- ,/Stv - - I � w i I I I I � : �� , I I ;;I - � ,-, , , I . i 11 - - --\ , - I -...I-- 'i 12' or. --\j : . , I � . - I ` I i I Y - 3 l� I I - I I I I " . - --I � - , . - ; � ; I - I .'. -ANLUNArt IVAA.JL V W.3* ..) I - . ii . - 05 @I-, I 1-1174 [Fr7j] . "I 81 (��, I 4 4 � � y , . .. I 8 I I .01i/1'. V., � PA - , -- . . , , � C. \ I- - - � - , --I .--20.3/.- y pol - us I . - L'.. .. 'M Wrt I � I 7/.t%VT4AU.'1t - A- ,!* ,�- i a 1� � � - � ,� �t L I 14 IMID"') I .. 0 r . mi � I . I I 8 . I /5�, i / . . I. .., L­ v rod 41 / , Im SC=o 0 0 C '11�. N � I L - �J, ` , - .�T� !71- -111! i " 1 ;�, � 4w, 5 I s-T, w W. " MAIR I My , , , Co = TO , , � - , OF PIATE IT 11. DO ILA' OFF ON Vol U.� ; - �. 4 "Aim"m OUA w/ .0. WTI 'A mew) , I" I ". 20,�10 W W/ 7/8%3�131)' ') PrNrTKAT`CM 9 IY 0 WALL.111191INnNa ,. - - rMW 9% OF 'r Ist r ) , I 1 C� 7- 121 I ill$ 0 fi* oc W/ , ----L- - I ,/..P.L,4 Sm - -1/4'. LAO - - A- O C, IT/ I -19LULON- ,� I I/:, W."13RDIPEC Ptwwr�F, mm . I �- -1 - w I 11 ALTERNATIVE 2"W swl;i� 0 1 "'M o, WAIT "'"'I'Al"M ��O� 7i WA" M04 E-M - 0. . . WOW - 0 SCALE 1/4-.1- W., POW nJY OR ON IDIR Ift !2 . � . PLATE REQUIRED FIAT "W - . - , ALTERNATM I , , . , , BUILM"ING SCALE 1/4--l- � , . TO CEILkAING MOUNTING ", 1 It=* . - � - ALTERNATIVE 4"W *:­�i,. "' � I INSTALLATIONS Aft ONLY VAUD TOR ITULDINGS TFUlt AS D DISION ,OAM - - � , kolth", INSrALJLATINO) SCALE 1/4'.1" 6� TO +080, -75! of AND PAkUS LEWIN UP TO $'-too S ERNATIVIE A"W I 7W Tit - '00, - 7 . - - z top NEW WOW TRAId Cowwwnc* Now "Liam 10 BE soismvio, E4 -)N" qr A:t , " SCALE 1/4 -, ONE No 2- W/ SPECOX orsistw or n'" an ro-A, d - . L ...... .... 11 0, , . WN 0=w- ,g '01 - - 1 I �, .*..-' \�Ms�%� I.. 1 .., FLORIDA BUILDING CODE (Nigh Vol" Hu Cont, ZQ"o)I A "N`­ i : No. 4 ` .am ,'LIFm - SEE STETW sawmpas = Ir , As : , 20 GAN GALVANIZED STEEL STORM PANEL Tp AT m . CROP, In WEL, .90M III q 1 A I 1 I TA C. . It m gr.�.� 0 (0, IF -- - 1000 .. 2m mr&4ATON 1,w. 0, ) . -1 1. OF I , - . -- - w/m/lim lk .. STAF, ,f . '�� r!��5-, -P, 0 11. --:1 GLOUL PROTECTION PRODUCTS , a ot. . -- --.,----- I LLCI Am :' . . ALTIESKATIVE MP REAM '..'F4 . A 4�� . . . X.AACROMS -%; 0 S . . .. . .... . "mjRw;- .� .... .. I "A"& Mo &. 51 ~, �, / CAIR. IL W-, CONDITION! & Amm9mm * �# 20-176 C " � lop * sorrw � was .. / Co .. - .� - - -,::-N ,I AN. PWWkE+,, WALK, CAN OF C.OWWD 114 AN, UrAMI , 16N t . MIA-2s" r. (ASONN-8117 1010 �, - -) ...... - .- W. m sw AM Y INGIALIATION , �4 I I I . - sold to oI,-owi III - " C01.0" k. .. win VwTtcm UACKS 407 s"Oft FAR Ci �� TWA !=WAFTIx I" 1, - -j -M L 2 I ,,,, -=_', IF .I .. , . - . - , � 34 0 n I I I -91 -Fm9 I I SMLIE PAMEWI-�12 AT TOP Olt -19LI) 0 Imi-DWAS-Ak MAXIMUM HEL LENGTH I MAXIMUM Alsi CONCRETE a ROW am" MnM PlArING INSTALLATIONS t (OF-0 I- - -) ---- -L;- i- 7co W-V ir-e - 23 i----- -7--o- W-8, . - I p .-a. W-W-- ---�Ii­ .110 - --T0:-­tiw- ­­­ --p-07--r- ­­ ---. #,-4, ,r ------ 400 W-1, #so - --- - .-- . 3OY------ .- -!!-!� ---L 9 - -. I- -- #--"- ss?- - . - -- ­ .- - . ivro ­81-11- 01-j* _0%.g� 11-7* ­-W- -i --- - , a - - - -0- - ". - r.- , 4* , .. - -iii - ;,.4- i.4.-- 73.0 - "-T-;; - ­07-w * - , -6 1--y-1 - -- ­ Axii-­ -- - , - , --- ­ ---- il;4 ­."- - 7,-Q ;7 --- i. ; - 4 --- i ;:; ; ­­ � - ­ i-T - - ­­ wo ------ ..... r - ­-­ esto -I ---- ­­ -j;- - A .7 ---4;7 -- .­­­­- 91-01 " ­--mi- - CO." -3 - --j7-j-'; _ I ­---iwi­­-- ­i7;;­--;7.4; - - S*-Y, Flat) ­.­-­--­- ------.- - ­ - - .%'-s' T- .-. -.??so SM= MrLs CI) grarmhom -m JAW CNQ WITH TRACKS 13) - fL JQ A IN DIKCI MOUNTED AT EACH EN MAXIMUM PANEL LENGTH 'L+" OR "L-" (ft.) 0 MAXIMUM 45.0. OEM W.J.) (I . -) CONCRETE a WOW 04TAUATO"$ t -- LIF I L­ - 2110 W-4, - - 121-101 t ,-O . � .-- -- ISO -­ ,wi w-J.- to -­ 35.0 - W-to, --,- ..-I- 40.0 0 ,-# . #*-Z*- -- - - ASO MO - --- I - 140- - - ­ - ­­ -- -1 11� 8�1* - i -,. - 81-r ---p,--2-,- - - -i_-.r - -- ­­ 8'-O' -Ya_-r - ­ ­ - -- 7'-S* ---- - - ­ 65.0 yao 11-1. r-2 - * ---- I.- I I. 11-1. - - -­i� - " . 71-21 1- 0 --1. - - - ­Wv- -- -- -- - --- .�­ 0 ---f:!L- 7-0* -.a--'- I.-,. -- ROO w-01 - I.- . 1. --- sio - , " -7;�-- - ­ ­ -- to- - - Footo I'-Jl - 4`7* , -- - I,'-,* -­-Lm-o- 170.0 -­!-,-:!:- - A1.0 115.0 - - -.I-,. - -- I Titi; - -�. am" SEPARATION TO GLASS SCHEDULE -- MAXIMUM pool LCNM we SPEED c 770 MPP - irm SPEED > 170 MO* 09 umetsm4peto 1 RUTRATNED 1 30 Olt LESS I' 1. 6, . I 6 1/4* ,33 TO 90 7- , 7 '/2 . �90 TO W. 1. I 1v 7 I/2, i I L/K -] O145 70 M.� I-- i I- '. I - 7 1/2' LI-A&A-A fil- 11.0VINLI 1-1. rr� A M1,FIFU LAPURLIMPIU01 d%nUr%rIy1PFU --- W;immTOP � � DIRECT WOUNTIF 1. FRADE01 .U. 1 i.5-xl 5 . I sirm HEADER 1 ARGUE IF, TRACK i�F .,� IWILD-OUT -�,-' - I DIRECT MEW 46, 32; 32* 1 35' w 1. L bo, 4 131)(1.51 ANCLE W 1. 32" '. 42' --- 1. ----+---.-- 36, 3 *r SO. -,. 32* '. 32' -L-+--!,--­ -..---..- ;:M�, Sw 32" - 32' 3v : T-`�7- I so- , I 32---T---iT-I-�i:-+--�.�-F-i�.1---. --.--;,--I D.M.-O. (�). nR A%,r - - -- +2/4 1/4 3/4. 4/5, 5/5 & 5/5 lWilli. 2W/6, 3W/7 & 4W/7 ___ , _ __ _A"CIOU ISEE SC140OLI ON_ - - - . I � �- S, MAX - n-4- SHEETS 9, %a . a . I - I . ) ..--..- - 1* �-1, mot , .. - 0 1 , I I a 6 -- - - - - F- T --� - I r r -I- -1 - 7- ­ v A . 11 -I- -r- T I * r-`��Fr-, - -Y -r- -r- -t - -r -�� -7 , - - -- - --i . . , � 0 1 � . I I i 1 1 � I 1 I � I I I 1 1 � 1 'i .'' I I I_ � I I I I � I i 1-1 - � . , I " I k, , I - - + ,I ,� 1 -1-1 I 2 I ­ L4-1 T_j T I 1. I . I I .� � , + 11, � I -- T - I i - _ � I . I I . I I . 1 1 !- - I , , I 4 r- � "Qv I � i . I 1 ,- , !� 1 I 1 I 9OLTED L -! PAWLS W1 '140-20.1' - Ll r, IUNIBOLYED PANELS ,(SEE SECTIONS AS I I , I i - 9 S. M.S� BOLT W/ (p 0 E06 OVERLAP' ' I I I j APPLICABLE) . I 1 1 i i ! � I 1 I i 1"71 'I (SEE: SrC no"S AS A# PUICA" I 1 ! I I I I I . I I I , 1� . , . 1 1 , I ! I ! I � : 1 1 � 1 I 1 i i 1 I 1 I , . 1 1 1 , . I i 1 ! r 1 I., f I I i 1 1 : I 1 8 D.M.,(3 .@. D I 1 � : , - � - L j 1.1 I I I . , , , I I I . - - - - �i L! - � ILI 1 I 7LI - I ­ - , i I i ­­-4 @or@ �' 1 r MAX �� 6iIt , Is 1 1 i I. 2 9 L. i4l - - - I ­ 'I. I" MIN i 1-10,2/4 [*11/4, AN 3/4. 4/5, 5/5 & 61i ' - W/6. 2W/C 3W/7 & 4W/7 i - I—- - -- ANCHORS (311 SCHEDULE ON SHEETS III. TO 61 1) .. I -� L 6) ELEVATION , /,O MOO. GOP - � F Leer N,T�5, if (MIN oml�* -1-11�w W41M . . N. 1/4-,, N-,/ I --/ \-./ \-./ k GAP - %-r-/ SECTION A -A . C1 ) N.T.S. Of (1) LiF MAXIMUM ALLOWABLE PANEL LENGTH FOR A VIVIN POSITIVE &SM DISIN LOAD. I- MAX MADWW PANEL LENGTH FOR A GNION NEGATIVE ASO. DCM LOAD (z) TPROCMURE TO ormsmov: mmsomimm Pon LDINK DIAN A POSITIVE Aso. OMM LOAD, DEMIhW MAXIMUM PANEL LOOM 'L+* FROM SC" GIVEN A NODAIK ASO. DESIGN LOW. Nttr4thE MANTIALAM PAHL LUOM 'L-' FROM SC* nw mome" "OlmeLE: P44EL Lverm's WUP. to THE "m m7metwo PANEL I . so'"E" 'L.' NO %� . (3) SM SCHEDULE BROW FOR MIN PhAft LEWIN IM POROVY QUALIFICATION, - � WSTAAATOG MO WOOD ARE UMFTD TO I 91 p,11 MAIL &So. .. ;;.. 11. - - -- -- T. s, I 0 & I I FOR MAX A.S.D. DESIGN LOAN Is MAK - "AM LENGTHS fall . MW FF SPACER & It USED * : : I .4 1167 .... % "M 1%mm ON: 14 OAK GALVAMIED STEEL STORM PAMELA "' up.� TO : * .... TIT : I 7E OF ' * - TA �� , 14L - "1-- se.. LTIL ECO, : � - - ---- PROTECM PRODUCTS. LLC.1 - " '.T, I 1-1. . OR10K...- - - ... , aaiq--ff.".f�--1Ft �!Lo IN mr, COAL PL JIM $3 PHONE, WPM-MAk % twj�"#,A�20-17ftS _ _ , _ ­7 of Atoa I— INSTALLATION DETAILS FOR REGULAR PANEL (1) -- I � � . . ­11:w - INTO WOOD STRUCTURES �,- � � � L.. � - " I— - - --I --- NOT.- .1 - -- ­ .. ­­­­ I , I I � . . I : SEF%wT1Om : 01 ,.---- � . I , , , 1, WOW ANCHORS m �. , I �!� (4),1/0-3011W I*= - ­ I I ''I .1 !�� - - 1 I -aa SCHEEW 0-0 " ; . r (SET " I * 1 , I ON I SHW 3) i V1. SHEET . - I Is muo"m .., . 11) / . i WSW " j� 4 ,/r " I ''. . . -- ­ -,A-- � . .- . �: ... - ! 1 1, -- - - : � 1­ -­1----­ r -447- I'll ., ,I! . I . I =,%=� � ��! , , �." � � , , � - I...- . � I 1 4 *L' Mi., I . i I , I I , j - - - - - - I PANEL LENGTH - 1-­� WOOD HEADER , I , . . �e ORS I . - (SEE SCHEDULE � REQUI : 02 0000 �, - " , ��, . � k - I I ,I, 1/4' (SEE � ! . S-C ON- 1�- ----- - -- - I I .I ­ k -- r - - - ON = IV , SHEET it) : - I .�- .V. 4 "0"', 0 - L. ­� MIU. I " r , " , . 'O 1*0 T, = k � - SPACER . I OF 'L I �� I I . I I LENGTH MAK. 1. I , I , 4 i INOW HEADER .1 . . . - I -1 I . I I I ------ /I I L . 2' �� I wouwo �11 : . ED' 'I. -- vi,` � �, T! I � .., �. i . 1. I -., ----- � � , I . � � L : '. i - co ED - I . I . I 0, I .,. I , . -- . I � � - ­J­ ­-, � 9- . I � � , : I- @1' M . LONG ALUMINUM SPACERS 0 12 1/2- : I i . "(SIAE T I I I it qaglt ON SHEET I I) O.C. .!6a W. i � 01 . I SEE NOTT FOR UMPAWNIS FOR 11 : 1 ; � �i S 01AFATION v k-X -L" MAX, , � 1 1/2' LOW, SUEEVIES. � 11 :1 1. � I to CLASS, PANEL ; I_ i LENGTH I , I I PANEL I ENOTH I ;�: 1 ( SEE SCMMUIF SCMU` LF � r � !;� I I I (SEE ON SHEET 3) satku" I : Mr. I ON SHEET 3) I - PANEL(MATE. FEMALE to 0 PANEL VAIE ON 94EET 3) A �- - -- -L . I 41IN .1 �i. I � PLUS 11a SCHMIXE ON7!RtEET 11) I . I : I I I . . I I . "I I ,A �- MA 1 1 , . . I 51PARATION : I EXISTING I ; =10=*I EXISTING 1 V44" WOOD --- -4 � ; � - - I I GLASS 4 T =E - ' PLATE REQUIRED CLASS � I I ­IJI) DIRECT MOUNT WZ SPACER a I I rls:f = ,) ., I : I - v j �i . AMRNAME W SIC I i­- : - -054 3/111- 1 ' ' : -0,1 "ALE I �, . - OC SEE ZV&O ON SHM I I FOR MAX. PAWL LtNGNS Ar , i i I 6 12 112 I 1 SON; 1 -- DESIGN LOADS FOR THIS INSTALLATION, I I Of IL , � I � ,,, I I I I I � � . : 0 - ,=� � III - I ­ ... I 4. I I " 0 12 1/2, O.c. : I ,I � I;;; - , - - � T 3 1 1 , �----, 1. ,; - ­­­----- ­ --­-.---------­---- 6 . , : I , PE I I . I - -R-plu p �- I I , I I . -Ili - , I"M 4WA40M * * NM- L I ,. _j --- -­ -- I � ;; � STAGGERED W/ $TOO Imcm " WAY, K I 'Ir I" W. __�_� L '' , q � - , I I (SEE SCHEDULE ON I ----- - .1 , -� - � 'i I sHm I 1) (1) IGULLVM 6 to= V A UNIT WMRV 1 =F-91 1 � ;j . � I . MIT mor " is A 1 2 WOOD I , 4 *&=I � I � , , I � =wzy 1 � 1. P*L,A411*E REOUIR0 i, 1 OLVA)" 4UAW mm=*"Crf it), v UK summom TO am FT mull I i ; . I ?-X4' WOW � � ,.i. , . == , , I I I 'T .... .. , DD FGW%AZa r#W"M "",%ft�n ='41 SFm0LW0Xm6o I ON ow 3 %�u/:;,Rm I I � t/4- Q.T: � I - .11 - PLATE PEOuffo 's " DOLE I . - ., "I . 04NM ON L" As "IT � � (,%,'I! acupm Wft 1. I 1 1 (1) WA" ASO DOM PROMM I ow a l-- NOW 6 .ft -ft p.t. (31 wx 24 OAK Pon UMM a two To a' As AM OPC� I I I .1 .. - - 1 = WIMOM FROM LM" PANEL temns &WM ON I I (1) mmmw Sim FAmm. Limm a WALL M IRECT MOUNT SHM "), I MALMUNU n. J 2W (4) I Iff U)m vvm CokooNEW #ft IMLL K a OVAM am I i WALL k=NM (3) SMM FARM *WrAUXM 4 Y Mo AN emm am nvjAg YMIL SCALE 3/8-1- OW L 3 'a SPRM 24 n ONLY "'NUM OF I a IMPORT= IT AM ; .0. 1.1 I I i � ALTERWIVE VALE 3/6-1- I-) ...... I C-1� stoulom"M THE am (ft tormo or THE nAw& I IUUNA, mm Zm= 1. I :T.r=.m I L.­ , . ese-ft - i A. � --------- -.-...-, ­­ ­­ .. . . ... ....'....'.... ... NOTES, *... VNCE ... FLORIDA BUILDING CODE (Non High Volocilty I%Wjr Gone Zen0l NOTE FOR COMEHITATION OF SECTION5. I INSTALLATION ARE OHL VALID FOR MAX. A.5 0. .. I : No. 4 167 -.. I own "11". AC. 24 GIMFE GALVANIZED SIM STORM PANEL VA. DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS * : : - ----- Ow" of., - ( I TIT TOP & 130170M MOUNI �NGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FO R . .Ilri . TED - . --- - - 01/27/Uft 1 , ­- . STA F�- . S­' COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) -.,. I - .it / M LTE C -0.... \ MOM PROTECT" PRODUCTS, I.M. Qm� '�-- - _ -;, - ---, ;v INSIALLAMN. .. "�,ORIO - "N" Ms'.111"a" 11 . - N, 0 XQLI�b Popvmw "wr 2 FOR NEW WOOD FRAME CONSTRUG"ON; WOO fW110 -ZIM-"w" "' 0� I . a PH". (M)N�lbo. FAX! (IM)NOB-OM 20-t75 MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC � �; * iwl - - WA.A- DRAWING F'O - C.0"Mil gri I " , 1 As I.. F"Ilii I DENSITY OF 0,55 OR EOUAL rMLBiN�,aAURWE,W,,E -- "LIU k tun ... I . I - am 0 TV 10 I FLORIDA ; I I ! - I I I GENERAL NOTIE _ _ 01111LAQLASIN - I STORM PANEL SHOWN ON THIS PRODUCT CAAL.UATION DWJIWENT tP L D.) K45 KEN YEPJFIED FOR COMPLIANCE IN ACCORDANCE 411714 THE 2020 (711% EDITION) Or THE FLORIDA OUIUANG CODE IWIS SIORM PAWL SHAU. Not BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (WVM-aA" / SROWARD COUNTIES) - DESIGN AIND LOADS SHAUL HE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, FOP A SkW WL40 SPEED AS REEKAED BY THE iTARMIMN WHERE STORM PANEL WILL BE INSTALLED. AND FOR 6 ORTECTICIIIIALITY FACTOR 0-055. USING ASCE 7-t6 AND SMALL NO EXCEED THE MkUWM EOLSD) DESIGN PRESSURE RATINGS INDICATED ON SHEE75 1. 9 THRIJ 12 A, 17, 14 *4 ORDER TO VERINY THE ABOVE COMMION. ULtMATE DESIGN WINE LOAM DCTEFWW.D PER AKE 7-16 SMALL BE FIRSI REDUCED TO ASO NSIGN PRESSURE RAIMC BY MULTNALYING THEM BY Do IN ORDER TO COMPARE THESE W/ MAX (4.5D) DES" PRESSURE RATINGS INDICATED ON SHICTS 3' 9 NRU 12 A: I?. IS IN ~ to VEREY ?HAT ANCHORS ON IWS PE.D 03 TESTED PIEIFIE NOT OVER STACSSO, A = INCREASE IN AlIORABLI. STRESS FOR VANO LOADS WAS Wt USED IN NEW ANN,"AS. FAS"M SPACING TO TWOUE, HAS BEEN OCTERMINED IN ACCORDANCE WITH N.D.S. Mlb STORM PAMi ADEOUACY FOR IMPACT AND WIND RESISTANCE 44S KIDN VERIFIED IN AOCORCANCC VKTH SECTION 1602A.2 40 THE AMOVE MENTIONED CODE AS PER AMERICAN nST LAS Of SOUTH FLORIDA MDINWM PGTt4 01 -01 AND #0219,02-011, AS PER SSID 7 2--" & ASTIM C 330-02 STANOM06. AND AMERICAN TEVNNG LAO SOUTH FLORIDA REPORT 11 123.01- I 0 AS PER IAS-301 AMD TAS-203 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SEMON 1804 OF THE ,IORIDA BUILDING CODE 2 ALL ALUMINUM EXTRUSIONS 10 VA 6063-76 ALLOY AND It"PER (UNLESS OTKDMSr NOFi SEE qwrt 2 S. AL ALUMINUM SHEET METAL USFO AT CLOSURES SMALL HAVE 3105-HO4 ALLOY * ALL STEEL SHEET METAL PANELS SMALL HAVE STRUCtURM OU41TY STEEL- ASTM 6-633 GRAM 80 MNWAUK C, 60 CALVANIZED SWIL UESIONA11ON W/rir- 92.2 k. (AT" ROLLED) 5, ALL SCftVS 10 HE STAINLESS STEEL 304 OR 316 At& SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DON 500111 W/ 50 k9i YIELD STREWN AND 90 � M43U STREWN AND SMALL COMPLY IN/ FLORIDA HOLDING CODE SECTION Z., 1 3 3.4 6 BOLT$ TO BE ASTIM A-307 GALVANIZED STEEL OR AM 3o4 SERIES s,.ArAUES5 siErw. wiffis " k. MINIMUM YIELD STRENGTH 7 ANCHORS 10 WALL SMALL HE AS FOtAOWS (A) M ZKOM. PQM-C2%= - 1/4- # TAPCON ANCHORS 4 MANUFFACTORED BY IT It, FNILDEX, INC (W;n T­V92 v mt�) - 1/4' It . Y/0' CALK -IN ANCHORS. AS MANUFACIURED W OEVIht INC - 1/4"IF , 3/4' SOLIO-SET ANCMCFRS. AS "INSURED III All PONT SCRIW. BOLT FF SPECIALTY CO (M. f . ­3000 P'..") Ir � #14-10 PANCtMATF FEMAII 10 & FANELUATE PLUS ANCHORS. As MANUFACTURED BY EkrO CONSIRL),11OWN PRODUCTS. - 1/4-0 ZAMAC WAIN ANCHORS, AS MANUFACTURED BY DEVALI 44C A 1) Ul"Knuto EMBEDMENT OF IAFMCON ANCHORS INTO POURED CONCRETE SMALL Ili 1 3/4% 2" FOR ELCO PAMELMAZE AND 1 5/4' FOR ZAMAC %NUN ANCHORS, A,21 CALK-th A SOUD-SE1 ANCHORS SHALI Of CWKWr,D 1/8' INTO THE POOR(D CONCRETE NO EmKo" "TO STUCCO SHIW1 HE PCR&MtYW. 1/4' #--20 SCREV5 USED SMALL HE 1 1/2' LONG MINIMUM SHOULD STUCCO ENT", AND I' k"WWM FDA WALLS WIN 140 STUCCO, AND MAY Of HEADED SCREW$ OR ALL 14KAOM SCAL" W/O HEAD. BUT TION WONG NUT%, A.3) IN CA -A fiAl PRECAST STONE, PRF.CASI CONERE'rE PANELS, PAVERS, STUCCO OR RVW GOARM 0 FOUND ON THE EXISTING WALL OR FLOOR. ANCHORS '14,411 OF LONG CHOUGH TO FAACA THE MAIN STRUCTURE 8PUND SUCH PANELS ANCHORAGE SHAL, OF AS MENTIONED Rd &O AND IN A 2). (8) TQ.SXWM-QDW.RLILik=-U-J,L.ALtW-.�.�Vg' - :/4: : TAPCON ANCHORS As MANUFACII.IRED BY I 7 W SVXDEX. IK . /4 o37/!* CALK -IN ANCHORS. AS MANUFACTURED BY OFINALT. INC, - t/4*0 x /4 SOUD-SET ANCHORS. AS DWRMUM 9f A" POW SCREW. BOLT 6 SPECIALTY CC) - it 4. in PmoUAATt FEMALE to AND PoICLAAATE Ptus ANCHORS. AS mANUwACTUIWM of ELCC CON5MCTION P? " - t/v IF ZAMAV NAWN ANCHORS. AS MANUFAChAILD BY DEFIAL1. ITIC t�.A 'r _ , 11�1) WMWtM FROLUME141 OF TAPCON ANCHORS. ELCO PANELMATCS AND EAMAC NAIVN ANCHOR. ROD THE qa,;I�-, BLOCK UNIT SMALL of 1 1/4. I * .., W4 02) CALK -Pt A SOUD--SrT ANCHORS SMALL BE VINIEDDED 7/0' 400 INC CONCRETE SILOCIF ON , NO StUM SK411 BE PCHAtIED i/4" 0­20 SCREWS USED SHALL HE 1 1/2' LONG M"NUM S-OL13 M-41111. 1 '- ,AMD " MINIMUM TOP WALLS WIT14 NO STUCCO. v 14 STAT . N . A 0,3) IN CASE THAI PRECAST STONE. OR PRECAST CONCRETE PANELS. MCCO OR ROOD BOARDS BE TO �. I OF EXISTING RALL ANCHORS 94ALL HE LONG 6NOUGM TO REACH NE ANN STRUCTURE BEHIND SUCH P ANCHORAGE WALL BE AS MENTIONED IN 0.1) AND IN a 2) �,Y�6�; (t) IQ�LO=-VMD-AK,VACM,WAYX(..I,,�-9.3k�iMi� - 1/4"41 TAFTCON ANCHORS, AS MANUFACTURED ON IJ.W SUROU. INC - #14-10 PANDUARXE FEMALE 0 AND PANELMATE PLUS AWHOFTS. AS MAMILTrACIURED BY EICO CONStOCA110- I'VOOLICIS - 1/4-0 LAG SCREV16 PER IT D S - 7/ts-. . 5/8* WOOD BUSH". AS OWROUTED MY ALL POW SCREIR. BOLT At SPECIALTY CV C 1) MINIMUM WEADED PENETRATION INTO WOOD OF TAPCON ANCHORS SMALL HE 1 1/2- AND 2- " ELCO PANELIMATE PLUS AND PANCLIAILE FEMALE ID C 2) MINIMUM THREACIED PEIVIEFRATION Of LAC SCREW. INTO THE "00 FRAME UNIT SMALL HE 1 1/2' NO r410EADM PENEIRATION INTO STUCCO SMAU HE CONSIDERED AS PART OF THE REQUIRED THREADC) PENETRATION C�3) MOMAN EDGE DISTANCE OF LAG SCREWS. INTO *00O SHALI HE AS tFILVATED IN THIS ORAIAW C4) MINIMUM PIDICIIIATION OF WOOD PUSHING SMALL BE 5/8' t/4- 0-20 SCREINS USED SMALL BE 1 112- LONO MIMMUM SHOULD STUCCO LXW. AND I' MINIMUM FOR WALLS WIN NO STUCCO C 5) IN CASE THAT PRECAST SIM. OP PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUND ON THE EXIS31NO WALL. ANCHORS SMALL HE LONU ENOW14 TO REACH THE MAIN STRUCTURE K41ND SUCH PANELS. ANCHORADE SHAU BE AS MENTIONED IN C 1). C 2) k C.4) (0) ANCHORS SMALL BE INSTALLED fOLLOMW ALI OF IN[ RECOMINFAEATIONS AND SPECIFKATFON� OF THE ANCHOR'S MAAIQFAC`rURIA 0 PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOW04G INSTALLATION DETAFLIS SHOWN ON AECY" I THROUGH 6 JISMEFIS 4 IFIROUGH 5) EXCEPT THAT MCAOCRi ha SMALL NOT BE USED 9 IT SNALt Of THE RESPONSAIINUTY OF THE CONTRACTOR TO VERITY THE SOUNDNESS Or THE STRUCTURE WKITE SHUTTER 15 TO BE ATTACHED TO INSURE PROPER ANCHORAGE, THIS SkUrrrA SMALL ONLY TIRE ATTACHED TO CONCAM BLOCK OR WOOD FOW BUILDINGS to EACH REGULAR STORM PANEL WIN LENCTHS OVER 90o. AS PER SECTIONS 1. 2. 4. 5, 6 Mo ALTURNAWES 1W. 3w Is ,F11I ON -%'MEETS 4. 3, 6 a 7 RIESPIECTMLY: SHALL HAVE A LECIBLE AND REAMY VISIBLE MARKING *WTATUCTING OWNEA CA TENANT TO SECURE PANELS VAM APPUCABLE WmnmcEmtmT DORM PERM OF HURRICANE WARNING 11 ME INStAilAWN CONTRACTOR S to SEALICAUL9 ALL SHUTTER COMPONENT EDGE$ WHICH REMAIN IN CONTINUOUS CONTACT WITH FINE BUILDING TO PREVENT WINO/fAIN "MAN 12 STORM PANEL MIALANION SHAU COMPLY TWIlk Sli INDICATED IN THIS DRAWING PLUS ANY BUILDING AM ZONING RECULAWNS PROMO BY THE JURISDICTION WKM PERMIT IS APPIUEO TO. 13 W MIS PRODUCT EVALUATION DOCUMENT (F,EO I PREIPARIED fff THIS ENGINEER IS GENERIC AND DOES W PROVIDE 011011MAT)ON FOR A SITE SPECIFIC PRONCT. I.. INHEIRE THE $III CONDITIONS DEVIATE FROM ME P-ED (b) COMMACIOR To HE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTAILATION INCLUDING LIFE smrrf OF THIS PRODUCT BASED ON THIS P E 0, PROVIDED HE/S"E DOES NOT DVAAn FROM ?HE CONDITIONS DETAILED CIN THIS DWILIMENT 0ONSTINACTION SAFETY AT SITE 15 THE CONTRACTOR'S RIESPONSISARY (e) THIS PRIODUCT EVALUATION DOCUMENT VALL BE MNSIDERED I1%VAUO If MWFIED N) SITE SPIMC PROJECTS Slikk HE PREPARED BY A FLORIDA ITE10151TRED ENGINEER OR ARCMECT "41CL, WILL ITECOME 114F ENGINEER Of REOW (C OR) FOR THE PROJECT AND WHO RIUL WE RtWMWM.f FOR TK PROPER USE OF THE PEO EWAIEFR OF RECORD. ACTING AS A DELEGATED EhONI M. TO THE P.E.D ENWNUER, SMALL WHAT? 10 NIS LA17ER THE SITE SPECIFIC DFVM"S FOR REV" (e) THIS P,Eo. SMALL " THE DATE AND ORIGINAL. SM AND SIGNATURE 01' THE PROWLSSIOlift ENGINEER OF RECORD THAI PREPARED IT 14 SHUTTER MANUFACTLAXR'S L48CL SMALL BE LOCAM ON A READILY VISIBLE LOCATION AT STORM PAN14 SHUTTER IN ACCORDANCE ON SECTION 1709 9.2 Of FLORIDA DLJILD114G CODE. ONE VAL 94ALL BE PLACED FOR MWf OPENING LWBOUNG tO COMPLY Wyk SEC`rK)N 17099.3 Or FINE FLORIDA OLIFLOING COOE. BUILDING COW (Um Nlah Volooltv Nurricone 1.--v4z:=i1"m INSTALLATION INTO POURED DETAILS FOR REGULAR PANEL CONCR 11 . `Gzr WOW 8.9"m J) . " �� ,­1 .. � REDU*EV I i",/, � AEOUWRm pw .. .. . .. . 11�'11 ­�` ��. COWRICIT ANCHORS ��­, . i � , � I - .. , , �., �", CONCRETE ANCHORS .11 I I ON , (SEE SO4EDLXL ON � '. " ., SHEETS 9 THROUGH 10) I � 20 (SE SCHEDULE , Verr$ 9 tHROUGH TO) � �;;; I , 4) FICSTWO POURED CONCRETE Olt .­ - I . . . . . . j CONCRETE BLOCK , (�) U . � I . 1/4- 4- /2" I,/,- i � "; , - . REQUIRED. - Q6- � Is ��,%�, I oo �� � � ", it. - I - 440. � ;;; -,-. CONCREIIE ANCHORS , �, 4N, I ��,J /, . .. 4 � I I I I, ::: � ,,�, : E.D '�;,'� ; % I - i;HirTs q7tmiouiGH to) , i , ,I, , � ?� - E i� . ,,, - . , I 'i. : F 1 , : ft,�,g -?"�: * r � ,,�,­ 1 I IQ, j I I ilt ; ", : I ., ,� - ,,,�,.,, - , :,; L 01 ­ ,01 .-l-, I ! :� I . 01 ! I I i ' i I �� i I, .. -­ �-- ,A=- - V 1, ;Nri�o F ­&­­ �4 Z-3�9 � rr ED �. ', �, "I 1 : ; � I SEPAIIIATITAI 1. - - to GLAS& -1 4 T I m no I"WIR O SEPARATION . ,T- : ow - MAIL 10 "Aft, � cm r4r) : I Ext (SEE SC*o.OULJE es_; LDGM 00 r-Wri � I L' Mo (SEE SCHEDULE I I I I'll I ... I CIA SS ON SREEF 3) 6 PANOL LENGTH ON SHEET 3) I 0 1 i I I "� : (SEE SCHEOUL - I ) I i min 'I* I%.. . I . 'LL , NOW I CZPrM I e I ON SHEET 3)F I v I (PAW LENGTH A IS M, SCMEOLAX I It, I SEE SCHEDULE I 1, ON 4 P. : I (SEE SC'MEENDCUTLHL TONS I SC.EXL . I . I i Oil I I SHEET 3) , I 41.- �� ­ I ON SHEET 3) - SHEETS 9 THROUGH I , �, , I -01 SOX. Of IL a : 10 : MIU4 I i � 11 . � , i: .-"�, , , , '';: i "a 11 1 � wx. =4 . I I ?�,,T�,�-,,-�,­4;111'., I ,I 1. . � 9 I -- -1 '- 1111io, " ; OF IL I �,' � ". " ��111 .1, I "' . I ­ I -- Cl) r.0 ; 4', I " I Imm.'s Q:1�1. I - oi, � 1,1.. , AUT .,`,,.�"� ., I : 77,,, I I". .... - : i .11, �:: 1 �, ',""�:�,'�` I """""", , - �� : ,,�� I , , .:.;; i E) 1, ��:%v � ,, : ,,,,,,� I I Lm �,�',,�Z. "I ":., , ED. ,"r.": I . .. 1 ,;,. �, , �,,­.; I, 2- 1 I . . ­- . I r I , ­��?,�, I ,, I -10 ,* �, "., , ". �' 11 .-I I I llu , , ­1 ii,111­i:� ; I IN, 4 fxg:�� �� - I ��,��, on ­ /, 101" or. Co :1'11'�,' , I i� I I: ­ I (AS APPILICABILL). � I , I ,,��,�"] j, @. I 4% 1= � AND "IT SCMD as I/,*- " CONCRETE ,I= I .... 11 I I r REOUIRM I ­� " � I ,�, � CONCRETE ANCHORS, I I ,, I (SEE SCHEDULE ON -,,,' �. ') - ­­ -I , -44i -�- iQ-. NOT, " ./ NUT 0" W " - 11 ,� I . . A ilim K-,Dt)W , I 9 I ? 101 ...... � IALTCRWTT - I. MW, - , li�,�. -, w/ 4b ONLY Mom S" ,,, , , - "'. LEG LOCATION .:.i4 '­ , ,�e,4 C4) ��- W/ EP67M POLO= CONCRETE BLOCK ALTERNATE CONCRETE, W9p1.GC= CONCRETE ANCHORS CONCRETE I YES ,� ARE USED OR CONCRETE F&OURM. 0 OCx woumm STACOMANCHORS w/ rw (WE SCHEDULE ON (SEE SCHEDULE ON SHEETS 9 THROUGH 10) SNEFTS 9 THROUGH 10) julm;Qja MpijmTlma sEcru)N .5 3/5-1- I 1 w4L ggukwmG 'am,? WALL WQUNTIjg I WM,p QJRW UOU ,%lilt A, to" ............ ......... FLORIDA BUILDING OWE (Non !!gh VotlocIty, Hu Carlo Zone)l !.1 0,44167 1- .am IlLwAct. AM 24 GAIDE GALVANIZED STEEL STORM PANEL TA ED. - EDGE DISTANCE (SEE SCHEDULE ON bM1 FOR CO N Of SECTICITIS, TOP & BOTTOM VIOUNTINIM CAN BE .1, : = WIT . * I * - . --- :�_:�-__ STATE O�- . - � - ­­ . vo�-- `1`1 AlO11%..* I - GLOM PROTECTION PRODUCTS, U.C. 111AIIEC04111C - tm to. 51 W a -1 bwx m. SEr g - �. cbm V, V/V/� - OIL SHEETS 9 As 10) COMBINED IN ANY WAY TO SUIT ANY .., f Ird;) ", ...., 7v 1 V M�54-ST-w-M. I PHON111, ,A, 0")WI-754& t*W�ft-� 20-175 INSTALLATION. . ..." : . -1 , I 'Ill I - on.m - I n'! 11T.M. I R­x 1000 FF L I I., - , I !­ F59 ' - � . 0,8, I I INSTALLATION DETAILS FOR REGULAR PANEL (i). INIQ WOOD I -- - ,�. -... � � I I , , I #Lrmmtll m . -Tocolm AlAel I . '. I - .- - - ­ - , - - I �� SEW 9t."I'SNA-0191- � . " , I I � ADMURCY OF EXISTING *Dow . :�� ------ :1 . am TO K CERTIFIED NY ..Yw '. - I : " ;- .I i;, I - � � " -NED END REGISTE AW OR " . p . � . - 1. ARCHITECT PRIM !TO SMUFTER ' I , , III , . I @ I .1 INSTALLATION. .1 , 1, , I I ANCHORS ALTERNATE INIONDID ANCHORS , . � I -, 1, MO, - . r. ON a I, I Mil "17 lod'" NIIAQ , ("I SO" L, 04 :, , I SHEET I I 1 - , -LD+EO- , � f1=7 X :=/I. . , WIT I 1) ) . -?� ' � D , ,r , , �1 - I I-- � - TIT is I/W­ O.c. I I 1-'A -- ­' "I". WOW HEADER I - ,� , 11 I *� 1/2, - � . , . . - , It I I. . - ------ I I - I I REQUIRED , ''. - ! - . , , I i . i �j �/V*.,R . 0, � =-� * i I FF V-ow: � � ` - WOOD Amm"s ­ , 12 . L � I i .--- � � I (w SCHEDULE ON , , I . , i " hft � � I �'�, . I I � SHEET I 1) ,., � , , 1 q , 1 - q) i Imi.;(t� T � 1. I I . . I :-:d . I I : 1 lLill� SCHEDULE 1 I : I SHEET S) I 111`1;a� RAIO ON A, . 6" I � t-AET SCHIEDVILE ON SHEET 3) v p VT. PAon LENGTN I 1.11 . . I ow Mo PAM t �-. I umw 00 T-ww v MAX. i . . N I r " (SEE SCHEDULE =I%rr-.m I - 4 PANEL LENGTH I ON SHEET 3) (SEE SCHEDULE =I!q I I , I - --I , , I i ON SHEET 3) -i � . ­ I - i­ - - '10, T I ., I ­ � iF- -; -.---:--­­ -- ---- -A, ­ - 1. - I : ­01 I .L. , I I I I Or I 1 5011 1 . ou, w 10 : 0 I 1. : Am 77� I I, 0 .. I 1 .43. I I I I , 0 12 1/2- O,C. I . I "'� ,�i - I a I I . 1 2 1 to I ,, - : m4I I ! I/.-.-mI- ALL=! : � ED L - I tw "All emn � is a I/.. CC I I , - I I i I , - � �' �j .."I., � . +771 - � , I �', �4 - � � � , I - - . ' - � ' I . . !!; . ...---- 2-kb- wou) . . I � . I � ­­ 7- DECK RECKARED 2.4 WOW PLATE I I ., � � . ;� I AN04ORS - , I . � REWIRE$ 1:1 ­ , , SOOD WOW ANCHORS � 11 a SCHEDULE ON r J3/7"'­ ! (SIDE SCHEDULE ON , - - � . 11 :1 go" I 1) ­ � SHEET If) ­ .- ­- ­­ , � I : � , --- 2' MKIL - - I I . 11' 11 I- I - - .1.1, �, , MUNG AND E= jdOUNTIbj9 RUILJO-OUT MOUNTING ALURNATIVE 3W ALTERNATnM 4W SCAM 3/5.1- . SCALE 3/8-t* g Z., . . .. ��ii ­*' * ' .. Lve *,-. % NOTES: .* , NQTE FOR Ci : . AID. 44167 1. FLORIDA BUILDING CODE (Mom High Velocity Hurricane Zone) * 1. INSTALLATION ARE ONLY VALID FOP MAX. A-S.0 S*i v . I Wommo Imm Pit 24 Q" GALVANIZED I.P. STEEL STORM PAWL LENGTHS STATEOF TOP AT BOTTOM MOUNTING$ CAN BE DESIGN PRESSURE RATING (p.s.0 AND PANEL I I., � W * 41 ..' COM904ED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEETS so- . ,ct INSTALLATION FOR NEV WOOD FRAME CONSTRUCTION: WOOD A fo- . 2 � 1,11"a 44, OY/p/3m ,�--:;I-- MEMBERS 70 BE SOUTHERN PINE No 2. W1 SPECIFIC .tl Z��� CLOW PROTECTION PRODUCTS. LLC. DENSITY OF 0.55 OR EOLAAL N. W. . . . ,I. =. NA-AWA.- ..,= 20-175 It txaw-- ft, go AM -No Ma�L (IM)�-P.a Fo, (wIm-- fk" VVAADWUKAmn OR-owil i " ! MAL NOR J, PA --- 11w i am � Is, is - I I I . L---. I -Pl- Us. a 44,1., Al M 0 9 ! I I --- I -0-0 (1) 4) = (n -Cu -0 > Cl) I 1.0 I - CD QL a) CL a M - .6-0 0)0 = = a) -0 a 2 0 Ca. a m 0 .Cn -0 Cn 0 1E CO CIO F- -0 a) C- .4-0 a 0 �3 10-0 CIO 0 0 C= 0 - CIO I=- I- 402 a - .6-0 0 =3 1!0 0 I- CL Cn co '10 .0 0 1j- %#-- 0 a) -10-0 CU-10-0 (n rqw m A O`Aj� ! I I t L Cn .0 a) 3: CIO >` 2 CD- 0- < m - 1= . . 3 C1%1I L" C" - -= C= C1114 I.; - (5 = = - C-3 Cn 11 Clj ,AkC . - I.: ". x .!2 ca � ; C- C* ,_ " ,= to -FIC 1 g�* m 31: ! w tilt . 2! �s =- In ... � ED, T., I= t. i:_ C: .. -CC .i :9 . . = . .= .!= a, q=c = � = W = st" =.= = JE to 11 a: Z, U) " CD (D C: m 0 " " =3 U.] 2 < z z < -j IL -10WANIT CD a) -C U) CU > 0 L- CL ca_ < -6-0 0 =3 -0 0 L- Q.... (1) U) CIO m SHEET NO. SH 1.3 OR INSTALLATION IN POURED CQNCRETE. CONCRETE BLOCK OR WOQQ STRUCTURESe VAUD FOR REGULAR, LIFE ORM PANEL (1) SYSTEMS 1�41 -- I ;I. � : I I\ . I ' J,(J) g �(q OR 9=131l � : t 2' . r ..011 .1 I , - A , ` '� 3 "I WOOD nww 40" 3 3105 M-1- 0 1, _76 AL 'CON't. ALUM. A P., , LOY -1 w REQUIRED & S' Pow WIN ;&.. . I I/C 4 11* , , A, ii,� 't TAPCON 0 1 't. . , : T --J'I/2--.,` , . M. '0 , (I , FIGURE) Comemm CO -) , am CA rie am mAht ", ,-I WKKI%V f 1 1/4'. . , """ 2. 1/2. �, I )),I =14 sloc ", �1 I- REQUOM . .. a � I I V-1 ;, ", IT - , - .. ­_ - , -- I �1' , A&NZI 1-1 �, ml�f ­ g 1. .. , .41 - , /A j �,", � " 'Int., . , I , �A, I �,� �,,, �,.,� ,__,� , - GAP "I I 4. "I � A . � I - - 11 'i I . I -\ -I- I .��;,= , -//(717 L I - I I ;;/ P�=� �­ - * ,(, - I � - 1 ALnwoit to UOcffCN " �' "", .11 '��. .' ' If. 2*. ­ - 9 12' O.0 I I 11 ., "; I, I It ": ..- - ... w4ms r . ': : Z It -/ \- I I" To I'- .. �i) ,J) I 11 r Ir M. w� VIX ALUV. ANKLE ON I I I , IF 11 - I POURW COMO". COW" Am* 3105 Him SHEET , " METAL A"' ow PLATE . 1 47.1- - - -0&---,- � I I INA, . ILM CIA 2'W ww POW 4 - r X 4- X aV - - ­ I - I 1-1 I .� .i A -�- T - -I RECIANED D05"I 11 / , -- ( 1 1'�' ' ' - I . _� 1. _! 2 1/1 -�:77 / T/ \V W63 , 112, - - CONT TO ALLOY I I it A". AKKU , . w, - .. - , , ! , �", , No., W - - - -\.-.4 - - - - - - t:�- - - ­j \-/ 11" g loop ;'m-Tv OP W.92tal 31�1015­44'1: AUor W/Aw~ C-t Aw, ANGUE CASE 0 (PLANJ CASE C (ELAN) CASE D (P SCALE 1/4'- I' SCALE 1/4'. 1 - srALiE 1/4'-I* SCALE 114"-I* - -- ­/ - I SOLD -SET 04 c^x-M rrrrrr � ;w P--QMM I I In 7 "C'em Am I.- WK,v,MmO,DMM -=W= OAR' ... 111- . - . AMOMAIF 1 �;j m� ,�'c I I ll 3 0 .9 OR l.SX I.MlB . & OR 2".4"*= son OF OPENING Mot l"vx S I , , , Yw FPPAM REQUIRED AS APPLK*Ml lool') 21.1 wOOO "A" , e, M.-I (m � `-� ,- . (MIL. PANEL I A I I . OVERLAP BEY" ; ���' " - onum � ,-1 � I OPENING WAMN) CONORETIL Commem � 7" -M z7l " I � . � � - , ';g L�,, GR '... WOOD FAN& I 4M44L�1; 01 I �t, "A I 0P m j r! � �:��Iq:, , " ,;. I ,,,4 ,� 11 ... , NO , , ;- �:­ t�:: I - - / , �� , , I.." '.1, ,�,` v I 1`."� 911 r, - ,'� ::f-",t `�" ,7,'�, ..I, 11�1 , -\ , , " .." �, �1,111', ','I ,% I V L �a t,,- XTA= - - ,ct ORa \, I,- BEAR PARALLEL To I -f)/ " a ---,, a. I nu '. CUT END PANEL) \ - � X - ILO.'DISTANCt ­1- - - - !-= I : ,O) ---- �-- - � , "< I I 1 1.�T 1-----\e - ----- . - .0.0"M T) /`­�,\. '" ;a"- MUIP - ,IV. Op , � SCALE 1/41.1" // �o �t� K i� , ON %. - . � N� . / ii. , \ L , , . *.-,`�\CEAfjT '. VALID Foot DIRECT MOUNT INSTALLATION ONLY A � -1 �-* -- ----/ : . �'-.!! . CERTIFIED PANEL INSTALLATION AT WALLS Wl . No. 44167 I SURFACE Ul VAftAT*N$ WITHIN 3/4- I * = Ar: * : FLORIDA BUILDING CODE (Mon NI& Velocity "No carTA Zone) I t . .. Imma T10110), mc f.P. CASE E (PLANJ c F (PLAN) .. A 24 GAGE GALVANIZED STEEL 9M PANEL pow" ft, '-I- SCALE 1/4"�I' onlow - - WAE 1/4 .. - .. ..4... .- - �d�� ,4�,o . 111MIEC011. GLOM PRIMICT" PRODIM U. al"Am - . .:S�, ..., Z' , - - - mw� - 'lot P41 .m SYN. A sww QVIC FIL SU14 20-175 - 412-11RZO. ,, , 110.1, (W)SO-M& I" (04)M-47P t - OWNNNA ft. 36�61 P.0 WJL/-4tkWUW./Wt ­N- " m mn- - I . a m. -, w I I F� A - To ----------I . TH HEETS 6 & 7) (VALID ONLY FOR PANEL&NsmAA,nONS AS PER ALTERNATIVES 1W RU 4W, ON 5 MAX. A -SO DESIGN PRESSUIRE RAT94 (P.-I.) MAXIMUM ANCHORS SPACING FOR LD - AS SHOWN ON SHVETS 6 A I - APPUCAM TO AL7ERmahv ,"* ANY NAT" OF THEM MAXIMUM PANEL "mom IL (ft.) TAPICON IM SCREW I PAMIXAAATE FEMALE 0 PMELMATE PLUS WOW w3mo I -46. -43 OR LEO 13' IV � 13' 13' Ir ­ , ­­ IF -- -i -,Ir--" --.-----. , a I/e - ­.. -..-:-,- -- ­Ir " 1. 1­1­­ipk-1 - ­ 'III ") 1111 'am) (sot, .9- a V-1- � IlkF7j � - ) MOTI'm w­ -..� i S,-Ir OR UDWS , - ­ IV ---- Ir -.-- 5F- Ir i7ii;­ ------ � 12 I/2* ­­. ..-- I - � ­ -- - 47-­ --- '. � ., Ak , ­ -­­T�-­ - 6 112- - I- ---- 6 1-12-­-6 ­ - ------ W I _ - 1/2-­­ -­----­­­1­­ 8. ICA __ _ _.___ - it. - r - - ­ -: . L - � i - 0- I ­ F- ­ - 113' -- - --*-- - IF - - - ­­13, " -­ --- IV --- - IV 13' 13' 43, a 112. .�Ti­ - - IV -Ls: - 13- IS' IV ­.- a, --- . TIP (BOTTOM) ­ I - _ _ - ­­­­ ­ - ­- 6 . 1/2 ­. - ---- 1,12 - ­ __ 6 lIr _. 6 1/2* _ a 1/2 - s 1/2 - (TOP) )�57-0` , TO 4' -4, I I—— -- - ----.-. 6 1/4- - 12 1/2" . 6 1/4..-- � ( -1 - _____ 4. IF I/2' _ 5 1/2-1 _ - � -­ IT j - ­4 - 4 Ile I- I—- - ­ � - - m!!-,��r I ­4 � -- . 1/1. 7' ?* - - ------ ­. ­ ­w!-1�T­­ Ir --.--- ­­-IK­­.- . 13' -­�F­ -- . (TOP) - - , - I , 13, - - - -�,1;2-' MoTrOM). " is -SEt TABLE Oi FOR fe WM. A,S.D. DESIGN LOAM BE MAX PANEL LENGTHS WWN SPACER I USED, CORFIESPONOING ONLY TO ALTERNATE 2W ON %W 6 1 MAX. ALS.D. MILICAPRIA AKNONS SPACING FOR CO. - AS SHOWN ON SHIM 6 At 7 APPLICABLE ID mkmmLw DESIGN PRESSURE RATING TOM 44r PAPIEL LENGTH *L* , , SCREW PANEUMATE PMELMATt I WOOD WAN I (,T) FEMALE 0 PLUS OF THEM (Iq Ir Ir Ir 13" ir (TOP) IV 11. .­-­ 5r� . -­------ 1737 ar, "nom) i-T - 4 I/a" 0 1/2, a 1/2. 0 1/2- (lop) I - - 0 1/4' 12 1/2- 6 114- --- iT7-1L 31-0 . ------'--'-i-17;��"'-'�-----i�---'---------i�------- - i; -- .- ---a;- , - - - ­­­ -- , -,----.- - - --- OR LESS , �/�­ '. '. - (WTM) I ---.- --------'j---�F � -- - --- ------ - - -- --- 13' - -------- - , ­­- - -- - - - --- Ir ­­­ (I" ------- I . ..- 13, ---.. (BOTTOM) +4S, -45 I 1. 111�--­, 13* -­?L, - 13 -- 13, TO +73, -70 13' u^ IV � IV ­I Or' CIO,) �­ ,, ­­­.­­­.-- IV 11. - I$' 13, 6 1/4* (BOTTOM) ­ � ­­­ i 1�� -.- - 6 1 2 --, -Ti-�/F­ - - - . 6 1/2 - - ­ a '/2' -- � -- -­.­ - 6 1/4- lw-w ­1­-.--- � - -..----- ­ - - ­­.­­ 12 1/2- 6 i/4' 2W - -,--i;-- �-Iii' , -I- ­ ­_7 ilF, -.-- ,-i--tlii�--,---,,:--.�--.-!!(-BT.�- --- - 3W (TOP) --- To r-ir 5,-- ­­­­ ­ h /2, ----.. '. 3w WITTOM) 13* -- ---I--- -a' IV - - --- - !!-f!n-- i3* -!­­­J-­-­.. lz* . - . 13' I 11, ­ 1 13, - --,----+,-. -f­-%i�! 13, . - 14W MOTION) - F;-%-ETA9U 11 FOR MAX. A.&D. DES" LOADS & MAX. AMEL LENGTHS IRHEN SPACER 0 IS I USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 1 TABLE . At A A.S.D. OEM LOW Mmom PANIEL LEWTH 40 PSF OR LESS - O.-O. - > 40 PSF TO 50 PSF W-2- I > 50 PSF M W PSF . W-10- 7 A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALIATIONS W/ PANEL MATE UMALE iO OR PANEL MATE PLUS FIff.4j 1/2' D.C. ANCHORS & Wl " ? ,*00 INSTALLATION DETAILS FOR WEE SAFETY PANEL(l) INTO POURED CONCRETE OR CONCRETE BLOCK SIRUCTURES prim 0 a O-C I � AWN" AS v D.C. , -M BLOCK � COMORE t/4-0 TAPCIDN, ­.. .. ­ I/00 TAPCOI� WWON" -=P.mo CONCRETE BLOCK REOUMM " L REOVM. �� .1; " ­ 20 t� I � 20 . , � I -, " I 1 1/4' 1 ­ 7 .. . 1/4. - i I r , �,t I ... I" 1 WXI . 'r - 6 ;�­ ,',',',,.', ; ,,, I I To* r 0,0 "I I i 1�, L 11�1 1 11;3LO It � . w.r1--.*I I (SE ELEVATION ME SHEET 12) V AL., PANEL LENGTH - i ,f�,�', ", ­",;","� ',"�`,,�,"�' .1 ,tp, 1 [ cl) L12 " 1.1- I I , �4, � � 44 1 . I I ",.��.. ,,", E.O.-,�,'�,.�' � ==,"D �;,�,,; I - - @ CONCItm BLOCK 0, wroum 11 ,111 I a Am 04 I ��11�1��11�� , 11.0, - � I—' , - �":L, �,�,,,' 1­'4 I SEGnON.AmM - PAN TE " Irduam -PER "/40 *RIMA 2 1�, O.0 lk Ls - va ia" is A. to role ANCHORS TYPE AT SPACING FOR PGV�UATOM INTO WOOD FRANK OXAM =%=.NS=.=Ii W. .n"W= FAIWAUD am satwxx mma Aml soloomet BY MWK"c $"we *C" ON SC"BULI Ft Tof FOULOW4 FACUM FOR THIS OPMTA* To K POSSMS, PIOUcKIL $FACING MANM UIPIC FACTOR Sook NOT K LEW THAN MINIMUM SMCM WGIrATED FOR EACH AMOCO TYPE ON INS SOMILkE 1 '14.0 ANCHOR Tot - 1. I UP= . - AAWW I= wamm AM40 wom VAJ 3 3 - - "a ­ a L&I ----2�­­­l OPAPPOIN IMMI, 0.) ­ 3 i 1/2 AMK on �u ow RVM 1. ­.. � - 0. Y, - ---� I OA - I . I 9�-� ­!�, . - - I ____r ­­ . &M, ,� . , . - . It ,/Y__ -1 - . j t =64 t I 11D. =W11.14" CONCRETE SLOCO ACQUIRED 1/4*0 PANIAIMATE NVIL ANCHOR (KYOND) uouq mm WAIL , 9 so" 3/0-1 . L' - , I �14.'Za� : I %7 MAX . � . ,; ON SHEET 12) I 4. PANEL LENG11" (SEE ELEVATION 01- , � '. (VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS I THRU S. ON SHEETS 4 & 5) VAX. A.S.D. DESIGN PRESSURE RATING to 0 W MARINUM AWHORS PROW MR MIN E.D. PER SCHEDULE INELOW III = a J, WXPJVV PANEL LENGTH *0 (ft.) MAX A.Slo. DEN" PRICSSURIC RATING (P�$.fj MAMA ANCHM SPACING FOR AM r 0 PER SCHEDULE IMUDIN * - APPLICABLE TO sm"d a L, ,,,, Lrwlm v (it.) - TAPCQW ---- Sol FEMALE AD I PMELMATE - ZMIAC-kA" - C"-IN TAPOON SOUG-11141 FEMALE. 11 PLUS ZOW-KMA . CAUc-lN To . ..L." .2. To To it* TO I& - To 900011 � 1=x) to No'. -&- .1. �& cool to IG jDjjr crw - +45, -46 OR LESS - -,Ln­­,9:_....-Ir ,3. I r 11. V - I 1. -!V I,. 13, -I,*-- ­ -I-,- 13, - I.,- - ----- I, - 13, 1311- ­ --t!;--; -7 J! -,,-,,--_ TV - 13P - 73�' -11F AV I'. w - r i (BOTTOM) 2 ­., bl-r OR LESS +45-4.3 TO � -55 13' IV_ ly 13' IV 13, 13, IV W Ir ir it 1/2, 'Foo) 5,-Ir ow LESS I , 13, _ 13" _ __ w __ _ Ir is, Ir ----. 13" ­ 13, ­ tr - Ir pj - It F/v I (Wrmm) 13" TV -- - 13; -"'-- 13 - IF' - - ­ IF --j ­7F IF - -- - I]r - -13- ­ - .-- - ­ t3 - -­ 11 1/2 - - i- - ciw) -Tq&F - IF' . . .- " -.''---- I . -- ­ - ­. 8:­ ­! - ­ 13 " IV 13 - 13 - 13 - IV _ 13 .1, IV 13, __L_ 13* -- -- ,I (BOTTOM) ­­-- 1V Ir IV IV IV IV IV i3l li� Ii , TV - t Tli6 , ­ 13' I— I—— or ----- or ­ - 10! 1. a, --­;3� ­7CV- ­ ,,,,,7--�,,,i�:.--",r-",�-L,-..-:.:,,,-�,7",��'i-.-i 0. - 01 I ` --...-,- --- �­ Ir -1 r - ..-.-- ­­ - w - -I r- - -- -Tillpa ­­­­ r - 16, - --- IF - - -- Ir "'' IV - .11 -, IS, 6 1/4. -..-- .1-T- 6 Ile --..-- ­ (m) L ­ A (Wfmm) L.) - ;i, -1�0- Lj�­ - Ir Ir It t/2' 3 (TOP) - . ; 3 (BMW -W-Ti-77K- w -.!!-- - o' 'i. 5 -!T ­K­­ , ilr - ­­ . -I P'. ,I .--!�- * c --- - or e ,� . 13 - -­ Ir ,;,-; � - 3 s- - I -- - 1. It f/2 'S ­-­­ 11 lIr ii T/2; W-W)- .- 4 (BOTTOM) 1­1 ...... . . (M) ­­­ 6 (BOTTOM) - I:w " wF , -1 .­ -_ - -- 13, .1. - . !��­ 13' ­- B* -r-- 13" . ­ -2: I IV ­ - a B�- - Ir � . - ­-Ir , - - ". , - --; 13 - H. - ­Ir, .- 11. r - 1. � . ­ V - 13' - - fi� ON) - , 0.) -- 5 5 ( ITIONO 1� I!, iii�- - 11�- -- � ­-­ . - 13 ­ -- ". �j­­Ti­ - -- - - - '. - ,---..---,- -'I 3"-- .-- Ir j,j-/j� - . - . L' 13 -- IV --iF­-1i;--Vi;'­W-­ -j -j/W --- I ­­- - -Tr .". 13* -f I- ji; I. ­­ - ir -­ Ir ------ -j!� - 31 al. - . .11 I '!7 I 3. ­111 ­ IV -,-- A ­'V-1 'r IV -- ik ­ � , Ir- - - IV - ­ "'Ir, is . � 13, -- . !F­- Ir ­­ IV -I-- V, -- ,-! 3' 1� -- ­ ". -Ir- -1V ' cF - IV ­ ­- ,3. .-- -1i ­­­ - 13' ­­ ­. Ir .' - -iF -.--- - 1 I.r tr ­ii;- ­­ -, --Er " IV -,IF It 17/ - 7T-1, ­:�­ 4. -T/- --- 4 I ­.­ 0 1/4- 6 1/4- ­- ­­­­­ -� , - 6 1/016 -­ 4,14- . -�= =` - - 7- i /4',G 1/4'[f (90TT.") Ir -A�- I" IV 10 1/2 ..- - , IV IV - I 1 V 7* ­ ,- 9 112 3: --is-:- ir , T­ 9 1/2 1 ­­2 10 1/1 !]!�2--is!--14-1/2' 7 t/2 , .61-4. TO IV-4* IV IS. Ir IV is' a 1/2' Ir 9 I/r 9 1/2' a 1/2 �, �A2 !;� � A , ­­ Pw-r TO V-6, I I 'r J--!�-- -Tt)- , mmm) ­ ­ IV --- 7 i/2" . ir .- 13* -- - IF to* 13, - - to ­-­­ it' 4r � , 13' a 1/2* 1 (BOTTOM) --T-.,- -Ir­ L3� . 1. 1. - 7- IV - 7 I . A: . Li/1 2 (Top) IV ­U­ r IV -.-..- 13" I ---- 1 r --- 8 1/2* ir 10 llr 9 1/2* 6 1/2' 3 5 1/2 2 I �13:­­!:­ !��­. 114: - -- 7* 7. ­n.­-!��-. _!L ­ - " -- __1.3: _ 1/7'It ­-...------­--- " ±L­ - IV - ­ ­IS�­_j��_ 1/2' 5 1/2" w 0 1/4* P- 0 1/2 ,O VIP 5 1/4' LI-T 13, ­2 ------- t 2 i I-r- -----. ­ 0 112 1/2 - ­B -I /-41 70- iiii -.1 -- - ­- 4 1/3* I - - ' * --- - . 3' 'VAG ", - ' � A- !..�I�E, i 6 1/2' 0 1/2 - I � 6 Y� A I/!�j 31 2 (1501TOM) flat-A-1 - L lf!n­ 3 MOTTOINII 'i -(Ycw)- 13-17 -6=17 - I— -F--F­ �T/ Ir - � .. IV - Ir TiF - ­F- ­ - ..... -­ a 1/2' 13, - T37- Ii ­l1r ­ a--- It. ,; ­ IV Ir -- - i-2 I'j2�iV;;�'i - . . --z-­ Ir Ir 1. - - -L- ,--Ll:--Lc):- to* 10" - Tji� 4. --- - -- Ir ,-IF- ii �j� 1. ----- ". - Ir 10' ­4-- T2 -7ji; -- 4 - -- it' -11 - ­-7- ­- -� �, - 5 lIr W - - �� �­ - Is- - 13* , a Ile ....­­ 'i 'i /2. ­­- 7 lIr � 61/2- a I /21 4-1 -/4 - V - i 1/9' 2 momm) - 3 vop� i -mmom) ­­­ 4 (TOP) -- 4 5 (TOP) a*- a --Ai- --- - -- -�v - ­ - 7- - - -i - � V --- , 6 .. - I - - IV ­ Ir il- -:L'--11/ 1 IV - - ­­ ". - IV--1 fla, 1/2 1. -1--­­ jr I - 9 1/2' -! ;'�-­ -L- 1. -.-- 13' ­1-1/2.- -!��- ir -4. . - 0 1/2, --- 7- 5 Ilr 10 1/2-7-1/2. 10 1/2* 7 1/2- - 7 lIr 5 '13 , , 7 t/2* ,� ir -- I - 0 1/2* - 4 (WROmi ,- ­­ 5 (BOTTOM) - -;F ;F ­-­ .. 13, I$' I L-1-- W'Ki�t'r-li;-T ; ". 10, Ir -­ ­ i ! I 2^ 5 (oarrom) 11., I 'r 4 1/2, 5 (TOP) i - IV I 1. -i- -- 3; --iF- -i­ Iff - Ir -- �V . I/2* 6 "m - "It I/- , ]�: - I � ­ - . ) - - 1/4 .14 i7arr - .-j I a 1. i I a W�j SIT OW I I F 09HORS " At 3FAC04 FOP WtAUATOG INTO "ft FRANK KWA6= " to ww"A ANCHOR' SiMoNCS No MPOBUM EGGS DISTANCE AML MMIM ON THIS SOHIEDULF. IN ED UTZ TINNY 40"TUD ON 00"IKE REDUCE APICHON SPACING My "IMPLYING SPPON* VOW ON SOMMOKALL BY TNT fOUDWM FACTORS, FOR TOO OPOLUM TO K POSSIBLE RCXM SPA" Offtk*to UP4 rA" swu NOT HE Los 14014 M"WM SPACING towo ran r" ""OR tYpt ON no SCWD= . /t*o !/A:.- "10. 1/4'. Y... *me"= Toe ,--�- lomm -- OWAI� -M -!or-, At wiaw FILM -aNI,C­.. . -ft" ­!?��# - coLic-Ov � ANCHOR $Pfttm (k,) % 3 1 2 ,jr 2 In mmmm� 1­ .7111- ��-- I ­ MYNO 11.9-1 .mo � ­ a 'Ir ---i.- ,,a ­nlr- J 'Ir . AMML Oft MMU (M) FACIIMI - - f Yr - - -- &M , " I - - -iii­ - - . - - " - . 7-- -- - - . . - --� - , � Ve ov .. - - -. t !-� I . MOO 0, I - -- 'OD - -.-. - 0,53 -,A* I ­­­- -�n­­ I I—- 1 3 1/r ,­­ I I - -,-. I - .00 . - , "Ool tee - - IAM I ONLY Mo - "a ISPACNGS DESIGN LO" dc ==ftS4MnAZ CIS - � 7 1. 1". i 11 MIN. D.M..(�). �­ -1 . - .- ­­-- - - - _j 7: . ............. . 7 . ­ � - � , , � - - � . -1 � � .- I -... . - - - ­ - �, (�) Or @ 0 � 0 0 0 0 0 � f� I � I . I - . I --- I— - , ----- I----!-- -- -, - -- � I I -- ---- [--- --I- I I --- [---I 11 I I -- -- , , 7 --- T----�- ' T � � --- � I � i I I i 1 1 � � ! � : I � I 1 � I i I , � � ; I I � � I � i I � I i � , . 11 � , I I I i I I , � , , I I I ­ . . I RUJI A Aw$.D. OEM LOAD MAXIMUM PANEL LDIGTH 40 PSIF OR LESS a'-&" > 40 PSF TO 50 PSIF W-2- > 50 PSF TO 60 PSIF 5-10" -rHs ARE oNly VALID roR INSTALLATIONS a A,A . PANEL LD& - D.C. W/ SOLID SET ANCHORS & St/ " SPACER AT 12 1/2 -- � - - ANCHORS (SEE 5WO11ONS A ALTEMPATI10M ON SHEETS 13, 14. 15 &IG)t­ - - ­--------- R-tA/13. R-2A/13, A-3A/14, I r*R- 1/1& 1111-21111/13. ft-38/14. 1-1101111-1AIAl R-2AW/fS. 111-21AW/Iff. R-IMAl R-291111/15. R-WW/16. -- ­ Y MAX � I. ! �� I ­­11 11 3 '' - --I I � : � � � . � I I I � I : I � 1/4*0-20.1' SS SMTS . I .L. � L12 I : I (USE FOR PANEL LEW � i I 1 : I MAX. I I � ; i � . I � I , . I , . � � OVER 11-6.) � � I � I � I PANEL LENGTH I ,"��, . I I � T I X. , I : � W-V 0 14C.O. -40.0 MA.f. I � REGULAR STORM No � 4 1 1 I � I I ! - PANE' � � I � (WI ONFIRIAP MID P44EL UDWH 901.1) I . . I I - : I � I I I � ' 41 - - 4� . .� ..; . . - I , . A � - � : , - , - - -, - , ­- I ----------------- , � Z - - . -i 1 1119-�` I" - I \� � � I I I I . I . � t I I I I I - (0/0 OVERUIP MID PANEL LENGTH BMI) � � � � U$t , RA; PJ�E� - � : I r-4. 9 +50.0. -M.0 M.F - � ' I , 1 �,��, , I I ; I � . . . I . - � . - , , � - . - � � � - . . � � . I 1. - I I I . I ! I j �' A- � -,�;A I ­ I -­� I �� I USE: V-11' W". PANEL LENGTH . . - ­ 1, , ke", , 1/4-0-20.1 � � , � _ _­ � _ I ­­ � , AT AU Wamt"m : , 1 � : - � I . I I � � ,��, � I ' . � , 5 S loo�� 1, I , -11�1 I , � , � I " 7 , , AT fA � I . . I - � I � r I I " I � j � I I -- ­­ �- - ; I.. - I '. - I - -- ­, I - .- ­.­ ­ � ­1 ., +, ­ - ­,­ - - "�­� ­ - - - I I ­. ­,. ­ � 1. -; I � I I I , � . � I ..-.- ­ 1. 1+ � ­ .". 1 , I � - - - i - 1 � --- - , , � 1� 1/2 I I . � � I � I . . ­.�­ - . I... - ., ,,� I � I . � , , I . -- , " -- � . , i�4614 , I 11 I'll : �0- . I � - 'I 1 i i ­ ­. - -- ­ --- .-- I � � I '. -1 ,­ - - I -- --:�--., .., ­1 � I - - ­ ­ ­­ � - �.�� - - � - - -­ ­­- - - I I I -- - I I � , I I ,,, .. I - �- -1 -.1-1 11 .. � i ---I I - - I -- r I j , , I ­­t : ­ - I—- ­-� - 11 a , - I-' - -.--- ----- ---,---.--- 1 4 -Ad - . I . I I I . I � -- , , ­1 11 1. I I ' �. 1 I PANEL BOTTOM CORNM � I I I 0 � I � t , - * --­ �­` , ­-, , ­ , w � Alzb. 14, SAITTY , L I i I X � ,4-1 : ' 0 - I I ­ � I. � ., ­ I - ) D.W(4), I ' �- -� - - -O,ERVP- I 1-0013110- . , l i or (�) L " L I I - IF AT 2 EM8108 MANICTNUT AT -r MAX a" PANEL 3: wrl t INSTALLATIONS ONLY VAUD FOR WIND I. Am, , R-2A/13. R-SA/14. R-16/13. R-29/13. 111-30/114. 1 mw� SPEED UP TO 170 .p.h. R-IAW/15. 1111-2AW/15, R-3AW/16. L10. fl I I � -1111ANIII& 0­29W/15. R-30IFF/tIll. - -- -- --- --- � - - ANCHORS (SEE SECTIOMI. & ALTERNATWLS ON SHMS 13, 114. 15 *10) ... I ­ ­ 1/4* MAX. QAP - LIFE SAFETY STORM PANEL (1) ELEVATION (t) -�i � 7 g."', SCALE I/4"-I' .; '' ( I) REGULAR (w 2,w7" 1 (D REGULAR � 1 STORM PAWL OOEFLAP -t WHOLE WMAM wt#� 1 STORM PANEL � , 11 -1-r-z- �,�-.- ­­­­� r1w. ­ -­ ------ I ­ ... .... :� .­­ f ... = - . � � ,,- ... .. n , - 1/4' � I I � .. . P�� MAX wy"!FN \ ­j �1­1 `­­­"­ - -­------------ -- 0 , . 11% " - I , �j p - .s /-,, 1, , � �. �,:�& ;;7� i \, \ - . � - Ic �#%'p IS, '��/ � , - --- ­-�­nzy�11��X_ � /­, - � .- ��=� Z�= - ­­­ -- - - -fi -­­ � - - ­� � � ---- -- .��.­ - ­­ -, ­­­­ ztF­­_- - ----- - - -%.� jr;�Z-� I - 1 IF . n, . LIFE SAF?fY PANEL 10: * -- : : i * FLORIDA BUILDING CODE (Man High WOCIty Nor Ic m . � I%=M M '. IOR t� --,�/ m 0frERIOR . * 24 GAGE GALVANIZED STEEL STORM PANEL r;; ...... *i­` 1­ (.4 .- ... - GLOUL PROTEMON Pmmcm U.C. "It - .m 1.0. Ill, Pow - A , L��, SCALE 1/4'-I' 0711 -e-,., , - --.-- - I- ­ I "w (.19MIAZ !r`GN.M..-.1 20. I � , - , ­ ': ! I ,; T ; ,� - INSTALLATION DETAILS 1, INTO 11 � �, I . 1; - , , � , " I j FOR UFE SAFETY PANEL WOOD STRUCTURES -,7:-'­­"'.--- � --- ­. - '; , , . �, I I -,-- 1-V7 ­­-], I � L I I I - "'' I .." - ' - I � � ,� �.L . i�� ii . � I I . . , 7 -. ,: - I , , --,:-- �1 - � -c. - .. 90 HEAMP -�r - ., y-- = - � I , � - � " I,, - � - - "'� -- - � "', "' � - 1--c', I 1 ,�� 'L .11 " N ­­= - " - " V11 HEADER RED I L . I I �� I �. - . to"'Im ", I 1�1'� GAN .., 141 ,�il 1 r�,. 1 1 .11 PIED 111, � I I . I.. ,.. � :1 . �' -� .1 .1 - I, � , I - I I ,. i ,, 4� I ., t -- I/.-# TAFCIn ­ - "It �,. ; -�4- =An '� ,�, - , 1, - .1 . '. L' :­ 11 " 1, ' �� � ; 4' -14�:; -*,, \ ­1 ­" I - 7, . I ­� I", ­ 0 Q` -;J��PMTAK 91 :,2 , � ), iil, - . . ", ,�� , L � lj� ,,, `� � � / �1 I I , !; ac " I , , �, I , I I 1, f ,�� � I ; . I .. I'll, \ "), $[. I ,� � ` � 20 , I � ,lA - 1.1 4 I L � �, I 11 ,�, , . I I I <2 D I I ii� � 1. I �,, . I 11� I I C2) :, f 'v ewlu;4. i ­, � I 1 . , �e .1.1 , sslg� � .1 j i ,I-i/71 �,�,Q wloimla 01 , ; -7 x, -Na j : :, I " . , I , � t� t � �� " . ,; I", - . " 14 ­ �'7. 1/4- iL. I , " , I .. - - 1/4' I t MAY— , , I 1'1� I I , ; � 1 IA -11/4* I 1, I . I k I I , � � 1 2. 1 . i I �, � , Mo. L 4 , � . Mw .1 11 I—- I- � -- I I ,� , -- I : .- '� - - I : "'i " � �, AN i -, % �,,�,� ! I . I I I -A � � . I I I I , � 2' , �� . I I , � I i ". , I I )I M�" '11 � ", � : � , I 1. 11 " , � ' �, L �� owl � �, I jw� - L L -­ --­ I I I .1 L Lj� �--j I" . � ! L r----" t � I , ILL I LA I : � I F I ­ - L � , � 'a) ! . i � I - ! : -� J1 � I I l@ A i 0 � : 'Ll, i � I , A "! -- I &,Aom 1, ., L" I of 034P , Sets . n%j �T I �� ' �So,Ajaj*m 1 op I 9 0 1 I I I 1 �11­1 L ]­ �,M:.p : T"!:.q- I ­­ � YI . � "MINO � , -0 POP #"a I I , t- m owl.-" Gil" !41. I I I uk� I OLM IL I l"- -. �L! an FOR See, mmil . � u"e" " ""I ! . i 1 " k ". I . I i If I I I., .kw IL i 1� I 11 I I � � L It" wx I .", � 1 11 4- �--­ vk, � .L. . ­­ � L -4-L 6- ;.k;",U1P4TH1 I - , , I I , 1 1 v rVAMN 9 i �I I - --v, , ­. �,, - 'L 0. PANEL LENGTH I L , 1. (SEE ELEVATION 11 �-­.­ ; -­ -I'm I ' I PAN,L LENGTH PYRNEL LENGTH I � ON SHOFF 12) ' L -- - L ­ I f 1. . jr - E"TION : ­­ J�� (SEE ELEVATION T­ - - . I .1 I ,�, (SEE I A t : I I ON SHEET 12) ­- - , � -- 4-- I i it I � ON SHEET 12) a I I 4- - � .1 � ­4 - - ' ­�- - . ON SN!ET IS) V bov, �D I : : ! I - - .-­1 II - I .- - - � � -4 11 T* No. ' '- � L' L 0 I* osm 4 i T � '(D : -SEPARATION :-- -UPAWrOk --- � TO mias : � : C3 i : 0 . I , . - - V'� A I* 44, I (D ," A L 4' L/2 I I t7 I I TO GLASS, f A. I I I .. :, I 0 j i 7 - � 0 I . I 1) � I I I I � I L/I I . . ! - i I_ SUPARATICK I TO GLASS. I I 6 . 03 � . I c`0 � , � I I . ,,L� .. I 0.2 Vr. 16 . .1� I :20yr 04 I . 11 . ; I L, I", - ­1 I - I I I - �L�� �, I I Eo 1 �', I ,".1 -7 , � [� I 1� � - - � - 'L 'L It I � iA- � - ­JL � IL L . � � I .- I � I ii- - ;a,. -"a . 1, ��, I . j ea, "' ". . - - "'� � & �� - . I �' r ,7 M& I I— - - I Not " 4mig , I , I I I .1 I I 1 I � . I . . . �,� 11 � , I I l� , 1: �, � I I � � . d � I � , , � � � , , , � C4 � I i - (4) , , � l J , � t 0 121 04 � '1� , �; I �� I- � 2'.4, � I PLATE 01OP. ��, 1 � �il �� , ` I/2' , . 1 41 = .., am" IF VC, I , L I 1, . �� ��: I 1� , , , � i � I i 11410 TAPCON , 1, je, T , � .1. "A-mc. I .1 I I "fou'"'D . � 11 - -= I . � 1, APCON 2'.4- WO" " . � I i �� t � i � m I I 0 12 � I : i � � , , ! � , � ! C, i . I I = "60 1.� 0 =� 0 STAMREC W/ Sim 1 , 0 9* ac PLATE : . MOLAWD �, ( , � , ; :,': � � � j , I;, - , , � ! L' == OC I - - I i I , , . � 1; � I -- � I 1 � . WOOD WOOD � L� . ,; � Un eT t IL I I ; � i "I - I : I L I � j � : � � � �� I , � ,� � - I . :r . . - : , - Riommin -1 ­ "� - REOLMMED .�. �, . � 1- � - I :i [ I � ; � � I; � I , I , : I 1-­ - , ' ' �L: L ... *W" POW - - -11 w1m 06,15WHAR11W PANEL s W&LAW/F., w R-2ALW 1FRINGULWAR PANELS JAffl4wvA WA1PM"4,NaS Tki 1. INSTALLATION ARE ONLY VALID FOR A.S.D. DES4GN PRESSURE RATINGS (p.0) AND PANEL UE PER ELEVATION ON SHEET 12. -NOTHS AS 2. FOR NEW WOOD FRAME CONSTRUCTIOK WOOD ..�:.... .... ...'. .. . . (LORI BUILDING CODE (Mon High Volooliv No core Zone) �b . : "M TOLITIM PC 2A WA WARIZED STEEL STORM PAREL F.P. . o.44`167 ', , omm IF, * ! * . * ­. ----- '. . . ---- MR -0. . \ GLOM MITECTON PROMM UC. *'Ivlm* . - . . STATE . /TIL - WE. I .. -M tw. 41 row PINE SPECWIC . . - * W.- ........ A,MP. AN PAWL 1. =I. 20-175 AINDERS 70 BE SOUTHERN No 2. W/ .,-'1()R!I0 ... ... .,. ... - Ix" --- *11'. ... - --- *.*.* , m0c. in.)W-7M& FAN. M4)M-6797 DENSITY OF 045 OR EQUAL. � - .. � � CA-001NOTO - 3E]q- m ;N - OWN" ft� iPET I P.r _ MW 4., - "I . �-- &Fw to of Is I (VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5) MAIL A.U, DVSKLN PRESSURE RATING (P OF) MAXIMUM ANCHORS SPACING MR MIN ED PER SCHEDULE "Im * APKCWX . INY OF THU MAXIMUM L"Em .v (1c) I MAX� A.S.O. OESIGN PRESSURE RATING (P-A) MAMW ANCHORS SPACING FOR ARM CA PER 3CHCMZ BELOW To APPLICABLE 10 SMY04 & PANNELL LENGTH *v (00 TAFCON I SOUD-scy FEMALE 10 I 4 CAL9-111 TAPOON soutt-Sr! FEMME ID a ZAMAC-NAIUM MoBo CAUl m -I/,- To *No= & " To Como= To - I To OF THEM IQ � -- 3k 10 =I& To �&MG"M*tLmmmmf..Ir -.- * --`!­ I c "Ba, -0 TO . ,5­75 - jl!:-- 3� 3� 13" IV Ir 13, 12' IV to* I (TOP) 5 , -r OR LESS >+7S. -13 4111-IUMS , 11. ­ - a - 13 ­i7- k I. '/' --ci- - 13 -- . l/. ly 6 111111 - 7 1 - I 1 - Ir 4 1/2, 1 (W) 61 a, OR LESS . 2E­ --it:- tL _13 .�­. IV _L _ IV __L ­ 13, 3: - Is, 12* I to - - -i f 53Fm iF i- I�K - r 's -;)F ly - F --- 16, -- I 7, 11/2 I /- .-Ir t�,-"-,x--.--A-i`,-!,`-- A , -r - -1/2; I (000TTOM) IV ­2 it' - 1 13' -1:3L, TV -!K-- Ir IV .-i- IV I . w IV ­ ,V'F� ) - 13, -'-F-- 51 Ir -13F to 1/2. ­13F- 7V� --Ir ­i'�-/F' tit--- -.--- i Vr �-- " 1/1' -172r- 5 ,/2. `-'1'11-p1'- is- --13-;, , 4 -i-1 ,-, 2 (TIP) ---- Is, $I" _,r_. IV - --- - - . --i";­ 3 ­T]:F1- _ 11 - 13 - - ,VJL -Ti;'- -'- �F' --- (BOTTOM) IV 9 lIr 3 I - - /2" --W-- 2 owriom) * - - �- TV Ir ­ Ir -, - Ir -- 13 - ­ ,w ,j . ' -.,- ­­ ­­­ : -i3 - -2LA-i $1 IS 1/2' 13, 9 i/2. 1/2' 7 1/2- Ir "TW F06iF .�L- - -a ,,, !---.--,-- 12 W/2" 5 1/4' i -1/r Z2 -1/2' TFW2*­­-­-- - - -1/'V . It 1/4' 3 (WITOU) I'll. -­.. '. - ­­ .1 ... !7-. Is, .­1 -1. __!�r _ - jr - ­ Z, L� , -W--;i-­­T3F-, i ... - 7* -j�­­- - . !2,.!�2: � a, ­ 6 1/2- - - ­­ 13' jj_­-ji-IN;j4­�iL iLln: - 5 1/2' � -1.1 - - --­­­- 1V � Ile -- 71 . --I - ­ 1. ­­­­­ IV Ir ± Ile $ f/21 � . - , - I- -,-.--, I ­. - 0 lIr - - �-, A -rl:� �1� T� 11216 -- w* ... -. ­ .­!­ TV 1--t ­ is" - - - ... - -- I TV ---..- 4 . - - 'i-­­ ­ to I -�T .1 1� Iff ---. 1/2' ­ S I /V­­- I - /3 Vf--'i`�` 1p.,;h;. I I A; ­ ".. 3, ­1 -- - I ­-­ 7 1/2' 5 lh� 11 - . - ­ 5 1/2, . ­­ r -T3--- .---- Ir ­6- , 0 1/4- - 2 1/2, ­ ­­ - --F,V'0bii)­- ---- r ; -IL/20 I a t/4 - 75F�mi �� ITEPP) - i ific"cai -1­1 s mortow) - i 666i " 4 (WIT-)f 0, __:: _., -- V ­ I � ­­ � w A" - -­,­­­-- -!L- 8. "" " --f-I -- , - , - '. . i.- . ­­.. .-!:� . I - - I .- - - Ir .... ­1 t - ­­­ - ­B^� - IV ��! IV 1 ­­ ­ - ­­­ - ­­ -1 ,2- ­ ! - - i�f'. ig, ­ -.1. - - ­ it. - � - TV _ .. ... I . T­ Ij* -i)i;; 4.1 . Xr - ­­­ . to' ­ ­­ O:­ -!- to, - � - to 1/4' p � TI-- A p?57?oq � ! T"-� ­­ !-!v-TL*9 5 (Tom ­­.­- 6 MOTL'-)j i - ­ , 13, ­­ 13, -- .1 1. Is* . - Tw- ... � �� ��:� - 13, ­­ 6 1/4" - - . �- i. i - - - L3' - - -1 13. ­ ­ 6 I/ - - -ii; - .1-11 - , . -,,.,- ... 13, -­ - �!.---- - -;i;- - - ­---";�I--!�fl '1V , �:... 1,2'.. - I - I-r ------- & 1/4' , -- -� ii -1-1�3:. 13' - A 1/-* --- ­ ­- - - T�j4' j­�/-4' -j­i/j� -jo- 1 4 ,i/.] - .. i I - ,; -�/-4 � - - - . " 13 -1 lfz- IS, IV- 13' Icr 1. - 1 1 - a' IV- 1-IT L(Too) w-r TO $'-a' ­ 13' - IV 3` --- 1 1,12" 6 1/2' ly - - TV TV !G-'Z2: IV -:!T- is' r i �/- '. --T-, IV - !--V-�, '. !a�K.!- Icr la� 7 1/2' ­jL- ly - , F ... -- I ( I ­ >w-Ir TO *r-" - IV- I.V ­­ ­ * . ­ - -i- 1/2' - i�:­ -- 1 I/F L!!T L!27 -Ir 7 1/2* - 3 1/2- -, --- ir . Yl� - ly IV 12 1/2'12 w -­`5;- 13, - IV ---­-­­- I V 10 1/2* lor --L­-I0­ IV IV to, - ­­ IT* - '. 13, IV r 0 1/2* I (BOTTOM) -- 2 (W) - IV 1. -- 5; .- 13- IV -- 10 t,7- ­ 13. -1 6 ql- ­ Ir - 6 I� 1/2- .-- 1/1. 2 ("p) --Jis" Ir 13, 1/2' -v -, --- - IV - IV 6 1/4' T7iF -,o­ -- 0 1 10 lIr -­-­ 6 1/4' -e - - ,V ,3" 11 12 1/1 . -I 1. - 10 I/ 10 1/2"11 ------ , I /4, i- Vi� - , ­ I 11 117 lIr - --i;�­ .. To. a' a* . ­ - 1/2. - - -; -F ­­ 13, - - 1/4' ­ ". � IV-_ - r- --r-, 9 1/4" , -­­ - r - i-*Wcw) - � -01?2-- 3 (110TILOM) " .. - 4 (iii)- ---,. 4 ofolf0m) - F, V !LZ 7,7 7 F ii,w= 2, 0 71 /�2' �j 0- 11 I 7 t/r IV to 1/2* 2 wr`24�) -A�-- �j�:.­ - -7. 1I ­­- ___ - --i�.­­L!t�­.A: "_ ­­?'� I- _ _ i - , _ V- _ . __ -- -' IV IV . ­.­ - 12 112-12 ' T� -sz- .- a 1/2- - I / -... ­­:t�- 'y - --- 1/2' I/f - -- IV -- 0 1/4- ­ 7' r .­-­ 0 1/2- ­­­­-1- A 1/4- 3 -1/-7* - ­ ­., Ir 12 1/2- .- W ­ or ­ L- ' 0 9 1/2' " � I- ­ 6 I/C I - _ 4' ­ " - ­­ - 11- 10 1/2' 'o- - ­ - - ­ - I # 1/2' - ­ , I),. - ­ � 10, ----,.--..- 1-F-11" 1 1/2' ­- - ­ I V- ­­ - --- ? I/2' _ IV -- a I�e 6 1/2' -"-.-r 7' ­­ IV 6, --- ! 4: -1L 2 1/2- --- - ­­ -S` - ­ V J (TOM --- 3 (wrowo r6iW)-- ­ ­ 4 (BOTTOM) -- & POP) 5 tWrCM�. 31 1/2- IV ". - -Tr �0-f/& I r to 1/2� -�L- 1 1 1/2� S, 1 IV r " - ! i��Op ,!:- ' � ",2- __ !2 K IV J�� - _ -1 -!-�:- , Ir '. t-- Ir � -- - 7 1/2 --- 13 - --- ly - 13' 10 1/2* --.--. 13' 10 1/2 - 11 I /2, 3, ­ --- J!i- - Tavi; It I. - I ir '. _ _f 14 . I V 13' t- i�- i- , -!L-!E-- 10 S/2' 7 i/2' IS' _ _ - Ir - 1:F­r - -T !�[­q _ _ - _ 4+ i J'�, _ - IS' _ . 61741 IV i to 1/2' FV 10 1/2,11 1/7" -Ft IV - L ,�f --- - 7* -L To 5 CTOP) iz. Ir 51 �, TV I 11, It 1/2' is' ,�-,,- a 1/7 - 1 1/2 -'s L/2"� 'VI ' '/' ' I (Irm ---- _, _ _ _ - 2 i T I I +. IS 1/4+' G (-"-)I wt sqw It MR ANCHORS rypt 6 SPACOM fan 4011AULAIMMIS Sao ow row BLADMA I. MINIMUM AIEMCR SPAOI= AM) WOW" MOCE OSTAICE APE WaTIA ON THIS 90ft" FOR ILZ� LCM. THAN WINCAM ON SCHICAU NEDLXR A004M SPACING BIT "TK"W ~W SCIAM OP SCNEKU IN THE FOLLOWING FACTORS. MR " OPOIAMON TO K POSSIBLE. FAUM orrmom tx" or" $NAL, Mil K LESS TWA M"W* SPACING INDICKRO MR 004 AMOKIN T�VE a" mm sawl 1/4'. ye.. 114-* il.r. I/r. V�10.. 44CHOR TIM . - UP" - - ma-mr, tm At." , �, jemoi�mmoLN - Cowl-M -- ANCHOR SPACAM 01) 3 3 I ; I j ­ 2 ,IV 2 'A -;.-�- - 3 . ­ 3 A 4 ,/r 3 " .. =it, , 'Ir 3 A, ___K_ j 11ri-i I,;-- XF-­i , Acm OK ova= (ED.) Eem � ? 1/0 "� - - - - - . . ­-11/2'­­ � -1. . r - , - s I/r -I "I - - -_ I- !:Ntl - ,OO -- - . ,.Mp - ] - , ­ I _ ON - _I - L' ." ­ . -- lio . -1 - - '- 60ij - - ;oj� - SPACINGS ONLY VAM WAN SPACERQp IrSkM I 7R MAX. A.i F. DESIGN LOAM & MAX. PANEL LENGTHS rIS L'ISED I . __] t/4*0 TA" . =WNGTrAtEll 0. ANCHOR 0 9' G.C, L � CONCRETE BLOCK ',�'� � REQUIRED �/, / , "I -1� , -�Z) IMLL&A A.&D. DEM LOAD MAXIMUM PANEL Loam 40 PSF OR LESS 6,-a- -. > 40 PSF 70 50 PSF 8*-2' , > 50 PSF TO 60 PSF I 31-io, - 6 MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS - D.C. ANCHORS & W/ "SPACER AT 12 I /2 wl SOLID SET -- - - --- , INSIALLATION DUAILS FOR LIFE SAFETY PANEL INIQ POURED CONCRETE OR CONCRETE BLOCK STRUCTURES AMOR -WN . . � 1/4-01 ­O,C�.. ­ , , trTENRED ANCHOR 0 s* I C, ,/, .6.c - - . swan" I � CONCRETE BLOCK AN. . Z ... I CONCRETE BLOCK 3,K �, REQUIRED. I , ­­­­ 11 (2-) I I" � . � . 11 I 0) - I _ 4 1/2- 1/2' 1/4* I.. j 4 - 11/4' " I �, "K. . - i ,.-, , -_- JAAX- 1. - . . I I 0 t"'.., , II �'. I 11, I i C� I 11 1'�;;, "I'll" ", . �, I ! ��?, � : , 0 � I : ro. .1 �' E - ) I . 11. EXISTS ao CLASS k Pon � .4* Y-47) 4-L-III I I "L" MOM I PAHCL LENGTH (SL ELEVATION ONESSEET 12) I � Vl�,��.-Io.; � 11;��?l , ,; . I I L/2 , : : ­ (D 1 co,* 2 � ; ; I I : � - 1. - 13 : � � , , 1� I '. 0 to Aff I w , 1, 0 ! I ­. S/C " �111,zlcx I I .� . �f L- ­4- f 14 - I -114 a , IF � 1/4 -0 TAPCO11 I ANCHOR 0 9` O'C' � DOTM POURED CONCAM OR CONCRETE 111LOCK REQUIRED. IL fffJ&%ALs WALL MOUNTINGS SCAIX 3/8-1- i i , . .1,11111411�1*1 , I � " I , ,t�. I Ill, 11.1 � - (5) I I - w I 0­-SEPARATIOW - JI TO GLASS. I . I '% ��, ! g , .- - �/It I , A. YA �7, 1.1 , I I c 10 . I . I I I 'L, MAX. �- , , i PAWL LENGTH 0 (SCE CLEVAll I I ON SKErT 102") A 9 ( .. .. I I � � I � � �- � - - -­ - it I ­ - - - � I 1 � � I I I ! I "I.,'t ,"", I - � I j , 6 F -0 , ! , - ,,',,',' � " ,J) : I : , ,@ .1 I I , I I I I 1111111,11C I 11,111, .", 1 I I � -.1 I ., 11, I 1 . � - )11 I ( , , , , 1/4 -# TAP00% I ; AN04OR 0 O' QC4 �,w CONCRETE OR 0 jft&&&EL loteto it C77 = toumm SEA OMM IS IF Of FOR ANCHORS ANCHOR ym 101. �- TYPE At SPACING FOR "POAAAt" INTO V~ WOW FWAC MALONIM WMMUIV ANOM P090M 00 MINIMUM NOMM" "?CO WNW 00 3 - .;;�;; � -.!-- ,enam", ,amjb me, I 0. ­ 3 - a (CBS DISTANCE ARE 04WAIM ON THIS SOCKAL POW f.a. LESS THAN fameorm ON INGHECLAJ REDUCE ANCHOR 9VZM MAK "It mm 6w MP I of ..I- - - ON SCHEDW wr nq rmlowm rAcv" to no OPOWM To of POSSM, ' I - M? 11,30 REDUCED &%am oewn tsm FACTO $HALL MOT at on TWO � ­. ­ - ­ I - ­1 ­.....1id?, - , . Mel I = = =.m=m" 1­­­ ­­ I L 3 3 I r /71 I . .1. MIN I . . -- . � .10 LAMON wCNEOR 0 0- D.C. I I 102 14 /2- . Ill L ' � `�� I 11 I i - � . lu I I .-I �.M.2:11R ­ --- . ./ 11� � - Z.mxa I 'L' MAX� � PANEL LENGTH : (SEE FUIWTION � 4 1 ,-., = . ...... ­ --- ��- " , li ! ON ViELT 12) I' MI" WPARATO TO CLASS . I I - - r I 0, " . 4911,11111011 .. ---7-, 0 - [ to L" , -j p . L L I _ � I - ; : : . . I ,, . I � I i� 2'.4* WOODL .1' , I 1 PLATE _ r !" r 1 REQUIRED i . , :'�� 1 � 1 "­7 - - I : 11 I . 11 I T7 I � ,� I � : I , . , �­ . - ,IA . I �- - 11 Fr" p- [RAHEI % _ .­ 1/4-0 TAPCOR _ - ="V ANCHOR 0 9' D.C. , I : 01 ; I � .". I - 0 1 Ce" CLASS i�� - . . V, ./' L � � ; M." 11 I It .:'�� " I 11 I : . � I 'L* At". it I I I PANEL LENGTH I ­ L' �� ­ 1-1 L I (SEE arvAlm k i I' on. I I ,-SEPARATION - I ON SHW 12) 1 I to GLASS, I 11 4 1 1 1 --cl) � , i I L/2 ' � ,.. . 11 I � "%.' f 3 0 1'�," CD * ��,t';`,'�,' 1 . : ,� i . I CONCRETE MULFINEU. BLOCK 11�, -<D2 I 11 � 1'111r,��, I -il/l. I I ,/4' ,; ��' * � �W­­ � r ­­­ -.,I I �, E.P.0 1 �e, I 1 . � �,N ... , I..",.,, 111, ,,�­­ , I I k I ;,� I -- I .,,�� /� .; I , � 11 : , , 01 N I' MI, 11- SEPARWITION, To MAR � 'A I I ,,, F " " , -.-,,�E.p I I ,� ! � " 4 I *0 'T., vm, � on 1 � IV PANEL LENGTH . 1 (SEE ELEVATION 4 . � ON SHEET 12) 0 I � i 4 w A I _ _ a-, = _ 1 1 ; - - � (I- I I ,,, ,%� , I I IS. � , ,]i ::� I . E.9'. I � I , � ,,, I � 9 �,,- � � �- L . - . , - EQJ .. � E.1 � - � . I. . I ED; i �` ­ 2 ED, -E�2-691- - W�wm..S. , , , : I ` "LIS "'.'. � 0 ,I �71�oc ,­," . � %�i I 0 is 17mc , I .211 I .m. I I/rd IAPCON - - /4rO TA CON ANCHOR 0 9' OrCr " 0 r Olt SIL �__��= CONCRETE OR rrl ­ j,"1114 ME ,Cft O& CONCRETE ON BLOCK RIGUMNED "'Ou'RED L * *MJMLS 0 APM*%E WALL MQUEMNIGIS HININA... WALE 3/5-1* . I I I � � I : � C, " � i i 1 - . 4 I �14� '/' �r I I �W: ��-- 0 a Vr at I - I I 2'.4' WD PtATf ,/4*p PANELMILTI: PLUS REWRED ANCHOR 0 12 t/2' 0 C. WALL MOUNTINO "01-11110", SCA E 3/8-1- I p .. , " . * . . . . ( 1. INSTALLATION ARE ONLY VAUD FOR MAX. A,S.D. DFS40N PRESSURE RATINGS (Pe,f) AND PANEL LENCT14S AS PER ELEVATION ON SHEET 12. . SOUTHERN PINE W 2 1 . W/ SPECIFIC WEWKRS TO BE DCMS17Y OF 0.55 OR EQUAL. STATE , � i � Tw?,' H&W41ko" I 71�-fto ft L WAAOOTLW.TM BUILDING '410 TAPCm am 0 a" O.0 --) . f1j \e/, I ­11 -- I '--.-'L ! � I ; 1 01 ,.,--. ..1.0 � ! ma A- PAWL. LENGTH (SEE ELVATION I ON SHEET 12) I . . L I ! - 01! : IS. 0 i . I ot I/f OP: I - - -t . I PANEUAATf PLUS - D.C. R 0 12 1/2 - � c 1 24 mor GALvAmrao mm STORM pam F.P. ONM 0 CLOW PROTECTION MMM LW. .m &W. ILI s"NOD . PC" (PbOWO-7"t IV., (W"�M ' IMIT. � X11l IN.. 6 44%V - Owwwo w n"! MI m n, ! imm 06 to , t a) a) = (n -a -00 > a) = '-' .4'.., Q = 2 a) 2 c- c 10 2 C) C CL M o -0 M . - 0)0 -4-� (D .I..., w (1) := a) -0 0 -0 .0 c 0 2 cl S? c -c 0 a) 3: L-- M = 0 0 - U- %4-- 0 CIO :> - cn Q L- .4-, (:) . - - -c- - � cp cu ,o . a- iku 0 _ 0 _ < a w mi 4 z z cb. - C, = C%..: = T= C" .2 = " E-`- 10 LAJ cx . - , .5 cm -cc U t- C= C-I> -E 11 ca C14 >< .-: U- Cl- . (A cm - � 4714 -= ; - C= M CIA 3: �c- w cu .= W . - :. cu E C2 - " -E .!,z = U . - 3: m -r, 3: - = U .L ED .= -= - =' " �:- C'i� -T ;:-. " -G- m =1 E 12 '.) el- CJ - 1�2 cn'"OPP-11 " a) CD CD = -6-i '1111,114-11,11110 U) = cu > 0 " cnCL 0- ell CD "O", 0 C = -0 w 0 L- a- 0 a) " cn m " m = LU 2 z m < -j a_ SHEET NO. SH 1.4 EZ1/18, EZ1W/18 _r NOR ' (SEE NOTE 2) /14X 1' S.M.S• '- ANCHORS (SEE SECTION al A ALT[RHATNE E210 ON SHEET ill) Iffel'o 3' uox -- • l9.%(SEE MOSE 2) EACH IMD M � " i/Ib"• 4UW+NW I-- _• r`'7 '1 _'r_'_T1'.T i f (GNU PANEL) 11 I _.r._T.T`-r'Y'YT- PANEL) 'r_t _.T �.._T._..i INTERIOR PANEL) .. -T __f_T 1. ., .. r-- (INTERIOR PANEL) - . _..�.. (.... T. _I .T.. _ a (END PAIR) i uAr SEE NOTES 2. 4 I �INEERIOR I f SEE NOTES 2, S, 4 At !I III 1 PANEL UIDIG" ■ //- 4Dn P.rr ! i .RIPLTLD PENcts WP yis-xbv BOL_ I IEL SC)C�TKlfl■ES® LADE] _S 1. 1- 1.. _ 50OF . _� V + T1- �114 I I l`! 111(I IJJ_L�.JJ_LLJJILLJJ_LZJJILLJ..LtL•L1J111JJ_LLJJIELIJJ_L1JJ • •SIG! I,-]*[ ot -1 3' Rea ;- I I' AMn. NOfE MOT! 4.�..._6 0b./@ §I -' 1• Ya., .- 7Fl)7E 1• , ' ANCNINK - ($ff SECTION E71 A Al1ERM1NE E71W ON SA,CET TaT- E.ZI/Ill, EZIW/18 TLP)CAL ELEVATION FQR-.5ERjE$-_ 0� 00 E- HANG STORM PANEL ;� SYSTEM (t) + _ SCALE: 3/3?"az 1'• a .. .. SECTION A -A SCAT F' 3/32"M l" ENGIfVEERING ENGINEERING EXPRESS• PRODUCT EVALUATION REPORT September 15 2020 Application Number17089,1 - R2 EX Project Number 20-31543 Product Manufacturer All American Shutters and Glass Manufacturer Address 1540 Donna Road West Palm Beach. FL 33409 Product Name 8 DescnPbon 24go Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: Thu Vrodurt Evaluahun Reportis being Issue4 inafr.Ordanee with the 1TYgwrenwnM of the Flondn Depednent OI Business and Pwlnssional Regulation Florida BulkAng Commission) Few Chapter F f i acceptance M 1 The product noted above has been 67G20� 3 005 A C or statewide Sete lac or Method d o P P 11 w tested andlor evaluated as sum arm4 herein to show comlliance with the Florida Budding Co de Seventh Edition (2020) and isfor the purpose intended, at least equivalent to that required by Inc. Code Re-evaRWt)on of this producl shall he required Iotlowmg pedmonl Florida Budding Code modifications or revisions. Substantiating Data: PRODUCT EYA LUATION DOCUMENTS EX mewing p20 31543 uueCl'24ga Galvanized Steel Storm Panels (HVHZ d Non-HVHZ) sheets 1-5 prepofart try Enpmeermg ERP,oss Signed A ..start by Frank Bernardo, P E Is an arteg,al Part of (his Evaluation Re1ed . TEST REPORTS h m .o with A t s1anA r nor test Uniform Static structural rlDrmance as boon Ies1eA m acc Axnr TAS 202 test ads es pre I r T-A 17. 1 t Testing Inc e rt e Ill SG 00 b Blackwalo os 1 fX1 ) Y 9 Large iTdhslle impact resislam'e and cyclic loading performance nce has hoen tested In accordance with TAS 201 and TAS 203 test standards per test repodls) #BT-ASG 17-001 by Blackwater Testing Inc • STRUCTURAL ENGINEERING CALCULATIONS Suuctmal engineering CarnoNunns have bPPO pr=l Which rivaluals the product based on curnpvative and/or rallonnl analysis to quaBfy the following design colena I Maximum AIIOWable Spans 2 Minimum Allowable Spans 3 Minimum Glass Separation A Anchor Sparing 160 SW 12"' AVENUE SUITE 106, DeFRIAELO BEACH, Ft OP104 35442 (954) 354.0660 1(866) 396.9999 TFAM�ENGINf LRINGE%PRFS S.CON E N4IMLERIN4E YPRF SS. CON if imT".lx • All., ", T'T E* I •A N "A• At-1"N f.'N" ANrtp e A 3 11 S 6W I ggA ,v u p TLT rnN•r Prom 'H'iR F.I rvY r Mmulxn t W1 JI�C I( N K ' �. '[Fitt_ t% :%A r•2 wnF, u N.u.X I 111, 44167 i •q STATE Of L�POPF f. .... ',.G r WIC lD , TIP P'IN 1111\IHI Ii'A'_•�-' - /r I :.1 rIJII Vi.4 cAfr rr. ,Lr, h Y'fAa ROI,N, 9aclrrlx f/nN ff..: f f//J••l1 .A:i PANEL(D TO BE INSTALLED AT EACH OPENING SWELL AI.11i bf I'AWDE1) W/ REAR HANDLE TO FACILITATE INSTALLATION IT INTENDED BE 'NVAI._ED FROM INSiOE OF STRUCTURE. _i "! QL;E(dLIXiN_QF SERIES 2000. E-2 HANG STORM PANEL 5YSIEu CCTNSfSDNG Of PANEL 4 Cont rRACKS TOP Ar BOTTOM (: ENO PANELS SMALL ALwA,YS BE CONNECTF'(1 TO Bottom TRACK OTHERWISE A STOP OAR (v SW11 BE PR(Yv7DEO Al TOP OF SUCH PAtJI'1.5. (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNEC74ON SRW,t CONSIST OF 1/4'e-20M3/4' M.S. W/ 1/8'a3/32' WING NOT OR t// #x3/4" Win tHUMBSCREW INTO 7APPEO BOTTOM TRACK LOCATION OF FASTENERS MAY BE AT EITHER OF TWO EXTERIOR FLIT RANGES OF END PANEL. IN CASE THAI END PANELS ARE NOT CONNECTED 10 BOTTOM TRACK (to. A STOP BAR IS ONLY USED Al TOP} AT LEAST 1WC' PANELS SHALL BE CONNECTED TO BOTTOM TRAL`K USING SPEC'> INDICATED ON NOTE (3) ABOVE IN SUCH CASE, CONNECTION OF PANELS TO BOTTOM TRACK AM.Y OCCUR AT ANY PANEL LOCATION t INSTALLATIONS ONLY VALID FOR WIND SPEED UP To 170 m.P.h. FLORIDA BUILDING CODE Non NI h Velocity HurrIcon* Zorn 21 GAGE GALVANIZED STEEL STORY PANEL n4RPN w i / 1 L E C O I N c GLOBAL PROTECTION PRODUCTS, LLC. / Den f•-unrit iM� KMWI cu--. c AMT rem sW sr sear: DA\■. ii ]L\t. 20-175 .M-ia4r .,'-,..� .• �rr11t' Pr<M,1. ,ro6rler-7e46, FAY• lro6.XM-aroT r T 0 ( NGINEERING Ilil_L'C � ell _ All lmenavl �hldlcn and (ilnss - n_iMa Galvanized S[trl Sloan Pau No 33% increase in allowable stress has been used in the design of this product Separation loom glaring Is not required lot Installations outside of wind zone 4 and ewsonlial facilities Impact Resistance: Large Impact Retubtaoce has been datTanstreted as evidenced In previously Baled lest repodtsl. and r:, accounted tot in the engineering design of this ptnduct Wind Load Resistance True product has been designed to resist wind foods as indicated on the span schedules) on the respective Product Evaluation Doctunenl (I a angineeling drawing) Installation This product shall be Installed in start compliance with Its respective Product Evaluation Document II e Dn meen drawn aloe 6Wth all components noted ihetern 0 M7 0) 0 Pn Product components shall be of the 111aterral specified in that product s respective Product Evaluation DocmTlenl (1 0 ongmoelow drawug) Limitations 6 Conditions of Use: Use of this product shall be in alncl accordance with the respective Product Evaluation Document (I e engineering drawing) as noted herein All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in this product's respective anchor Schedule Host structure conditions which aie not accounted for in Ids Product's respective anchor Schedule shall be designed for on a sitespecificbasis by a ingisteted plulessiunal ong)noor All Cnmpronenn which arepermanentlyinstalled shallprotectedtx against corrosion, Contam ination, and nthaf such damage at all nrlllrs. This product has been designed for use within and outside the Htgh Velocity Hurricane Zone (HVHZ) Rcspccttirlk o _1 Mrs! S-1 M Frank Hennardo. PE. ENGINEERING EXPRESS" 411F,046549 I Cert Autl1 9885 160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAM 101ENGINEE RINGE%PReSs.CON ENGINLt AINGEIPRESS COM 1 R •! - u r� a Ii - .A e1 Tp P l: H. LL � 3a r ILL rfi .",Neel JrA. "IIJ:tul,f tan H 000. OUMI ION cv:Tl A r R• „ r- 'wL. N .Ve•'�} , J ;FLM':MHIWatew. rv!IATIS •>-:rIThV,nYc+t <nerl.•rA4'a•aY`+.'n- ..Y.:..rJIYJJ.,.tIFA,A,I'. "•A=•SIJL.Ia Me.. ,:.. rtf• r+ M+NfLIr(N I rvL Fur vNw _1 ' yrJ u < l I •N � R E*'ll'-MH 1m¢ne[i1e" v 1,7"•!r. y 'rut.,. Mel ' urE 1 -n T r - r � - �GTANN tOP/62TrOM [LO9URF LIETAA J , nwr l„M,M yR,MIFn r.-•,. M e"tv V. ,fit; pillll mMSY1rf4RK■MIlxYOR 1 20-31543 1 INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL Ct) INTO POURED CONCRET,a CONCRETE 8jM--AND WOOD STRUCTURES I EXISTING ►OURED CONCRIM 011 I •4'e TAPtdE ETE -'- •LOCK CONCR • REpUIRED. 'ANCHOR 10f2• o.c. ,. I/Y• r4P(!ON Itrrt' HEX MCAO rEk NODD 14N1EF ' 1•-,. Iwr!' HFz 10.A0 TEE - rg0u I rag` ANCHOR • 12. O.0 SCREW ■ J},/<' RFOARCO _ 0.,1/A' EDGE OF (i� EDGF fN lv I ® 2' I .ells W - t17' pl nN4rAvu� N 1 T I/7' 1 t' Mu, 1 IR•-St PARATION 1 i Y tB'a K 1' Yin. 1 C%15TING II To CLASS 1 ALUMINUM 1'U' EXIS rIM)1PAnATI(.YI ) 1 /I1IANUY k�, `II� i0 or/�, f.V59 =') RNFT CLASS MdEI � I/4•• sine•�tjB e 1 1 6'AX / 1 6' 0 MAX MAX, air U�IM111ad� X 1 i I PANEL SEN(:TM W Ss10LR1� .. A . _ __.4_ _ ...._... I PANEL. LENGTH `. - - 1 II I• Min. 1 Y ) X-.SEPARAnON I II 1' Yin. c 1, To GLASS ; O It ioP RAND" THUMBSCREW n"iO4 ' son u I '/a'e-20tSS 2" OF V u I 1 tHUYl1SCRFW R I � 1 J Ilq• V4'0 TAIROD" ANCHOR - • 12, O.C. 1/4'0 TAPCON CXISTING POURILD 2"r4' WOOD FOIE AWE ANCHOR . 17 •�: CONCRETE BLOCK REQUIRED BLOCk r _ REOIIrRED. WALL ►iOUNTING WALL MOUNTING SECTION EZi ALTERNATIVE EZ1W SCALE 3/8=1" SCALE 3/8-1" W\\\,NNr11111r11/N ✓pry ENSF FLORIDA BUILDING Velocity a CODE Non High Mu, rice.• Zone) * MIN. PANEL LENGII, s o. 441 P1d1n ,A DA. as ,. I INSTALLATION ARE ONLY VALID FOR MAX. AS.D. DESIGN SHALL BE 2'-6' 14 GAGE GALVANIZED STEEL STORY PANEL 0, ,n PRESSURE RATING 4/- 40.0 1, .1, AND 8'-O" MAX sJ = A.=' crplp6m PANEL LENGTH. Z -c�'-, STAFF Ol L E C O FNe GLOBAL PROTECTION PRODUCTS, LLC. ,.[F. 2. FOR NEW WOOD FRAME CONSTRUCTIONS WOOD 0,4: fEDR10 a Exal ohP . •H1pDow. , 1, =11 I11 MEMBERS TO BE SOUTHERN PONE No 7, W/ SPEC. HIC •' " N e-a„�(tiy"'n`4100iJ a"e1� N A� 70-175 - orRHH x DENSITY OF 0.55 OR EQUAL. ,r<r y 'STD_�(��"�L•�N_ _ ..+F'•"7elr.'reIe rAz (R6.)Yeu Rnvr ,, ., Irr11I11■Mt /']IONARA[/dR - .e", 14 NP A W1mill 1r. PC - I[fl 'A W 1R ID t A41 I A NWRL: ' U ALL AMERICAN SNUFFERS AND GLASS MAXIMUM ALLOWABLE 24 a GALVANIZED STEEL STORM PANELS HVHZ &NON HVHZ DESIGN PRESSURES: wit T"°' J NOTED IN DESIGN DESIGN NOTES: SCHEDULES aP WIDTH UNUMIM.i "(PERP, TO PANEL SPAN) POSITIVE AND NEGATIVE DESIGN PRESSURESCALCULATED OR FOR USE WITH THIS SYSTEM SHALL DE DETERMINED PER m V 'S c qq ENGINMUNG IN ACCORDANCE WITH THE GOVERNING CooPP0.E95URF REQUIREMENTS /y5 G pj E¢I Top- MOUNT (CONN DE TE RMINEO IN A�,CORDANCE WITH ASCE i 4N6 CHAPTER TYPE AS RE-O'Dl SEC I 1609 OF THE FLOP] DA BUILDING CODE SHALL BE LESS THAN OR EQVAL TO THE P05Lf1VE O0. NEGATIVE DESIGN > _ r3TTTCMAL V."-10 STITCH PRESSURE CAPACITY VALUES LISTED HEREIN FOR AN, < BOLTS WITH WgSNERED ASSEMBLY AS SHOWN. L Y d WENCNLJ r5 FASTENED @ ;N 9�r £i OVERLAPS 0 MIDSPAN(USE aJ APPROPRIATE SPAN TABLE) GENERAL NOTES: m ^ mC � LOi 4 J. THM SPECIFICATION Net BEEN DESIGNED AND SHALL bE FABRICATED IN d ffi ' 20 PIAN VIEW ` Ili o¢ ACCORDANCE WETN iNE REQVIR6MENT90F1NF FLORIDAlV1LDWC CODE SEVENTH EDITION ((3010)) i0R I_IS61Nb]DE AND OUTSIDE OF THE HVH7 PEIt TAS 201, 202 AND 203 TfST PROTOCOLS. CONTRACTOR SHALL INVESTIGATE ' aW do ANDCON HTOALLILICALBUIIDWG CODE AMENDMENTS WHICH MAY In N€ I'II BL''IBL APPLY, De610N CRI7TRU BEYOND A53TA1[D NERlIM MAY RlgV7P[ ADDInONALSITE-I;rCt1FTG sF.ALED FNGIMEEAING. 7 NO 33-1/2%INCREASE 1N ALLOWABLE sifts& NA5 O%FN USED IN rHE DESIGNOFTHISTHE AN-HITE(T/ENGINEER OF RECORD FOR THE MO)EC7 SUPeFISTRUCNREWITH WHICH THIS DESIGN IS USED SHALL Be RESPONSIBLE THE 1NTF.GRITY OF ALL SUPPORTING SURFACES TO THIS DESIFA WHICH LDFOR i'�G, W4lBECOORDINATED BY THE PEAKrrr1NGCONTKACTCA.4-EFAPA IFL4' SOLED ENCali ea RING SNAL1 BE a VIP[DHOTTOM ,%mE•arec TD OMAT!FRMLOADB. DEFIlCTI0N6,d1SPANSCANTO EDA MOUNT_ORD[0. CORN TYFE A6 ) FL,'DVIIHE H1 A FORALrE HATE SPA CJILCULATiONS A6 HAY RE.CONT CTT 6eNGiNEE R N\ A ! R [R! r5 V B U O_ rnrICHJ C PNO DOES MOT ERENT FR.. No A SPI VF CSM. R SM! DON P FROM FOR W It.l7S" MAY 6E AT� GINEERTION6 R CONDITI NS E AILED H REJN ENS GIOST IDIC CONDITIONS DETAILED HEREIN, IFIC DOCUM NYS FOR OR IlBG6TENOU aGT SHJ-E SPECIFIC DOCLIMFNK frXI USE In ` q ,- _•,• B.BOTTrNi 1 TYPICAL VERTICAL MOUNT ELEVATION rgrI1UNCY10M t•/1Tn Tnts DOCUMeU riorl ITH Trig Doc 5. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PREssPV�REpb DIVIDBEEyyD5ff A 2.5 SAFETY FACTOR. �[SB z A 4 IR " y t3 1 ELEVATION OTH &Y19ESMT6'IETRe SNAIL OCRADMIUMVA12P DAIIOTHERWEBENor,D CDR MATERIAL AN D SHAU"EH"ALYWITH'SPECIFIC40N, Z .. I OSION-RE5t5TANT FOR ALUM WUM STRUCTURE6"SECTiDN 7.]BY THE AWMiNUM A550(7ATEON, Q Gl INC,, B ANY APPLICABLE FEDERAL, STATE, AND/OR LOCAL CODES. TOP MOUNT M NT I neM a PLL STq PANlIS SHALL B!1 Sn!! t.0.Ot4" Rr4 4GA L, N ll' L'0N PE A� E 'D i sfary ATONE R 1 Q A tt 9 STORM PAN! a SniLLL I:LM WI TO 4MlH A0e] SMUG URAL U W L 4 STEEL, 0 V p A WITH R MUeINUH F -•6.3 L Da GRL nn12e cD TTNG Ns 4 r W Isg� C .. -_ STRUCTICM) I.ALL ITU MINUME TRUS30Nfi SHALL BE 806]-T4 ALUMINUM ALLOY, ETAF. UNLESS P & SO TOM ANG[D AT. Fn[L[I TOP B BOTTOM DETAILS A•IN MAY 6[ rED RIC LOTION E M VER CORIZONTSOLASATE PANEL-S MAY pEMWrITFD VERTICALLY CW O J OUNT �m MOft120NTALLY AS APPNCABLE. CONCflET[ ANCHORS AEIN SHALL N ETE Q LGONN TY INSTALLC ANCH NONUFACTUEDCONCRETE ORLY. W9TALL ALL CONCRETE ANr,NORS PER NO ONLY. MAN UFAC'fU RECOMMeNDATIONS. M a AS REQ'D) UI 'e = 1). THE GOnTRACTOR 15 r#T016IlLE TO 1N51)LATE ON PROTECT ALL FoTR MEMBERS FROM DI561MMR NATIS17Ns TO P0.EVENT ELE':TEOLYai6 SEE, p 9 S N p f�Sg 8 H ' -Otis IRUC110N E Z Z L T l]N MAY VARY OCJt 1 1 IC T L AS DE.IGTi 1 ENGINEER SE O AFFIXED HERETO VALIDATES CONTRACTOR. I N Y. TH P AT X Y NT l 51 OW ONLY, USE OF 156 ECI:[C 10 B CO •ACTOR. et 4 E}4E !p Ell, 1 C Zn MG1NT V A TransNOtN[[5l FOR COST A •iAG[5 {IIDtMmFl6 a SAVES H RML[55 YOS ALL A 1 P U TWG M A INCLUDING LEGAL FEES. APPfIUTE FEES ESL fR(1 NATE0.I ERECTION, d CGRFO, VCT10E1 FRACTICE5 BEYOND THAT WHICH c li . k I` 1➢ ! IX _TOP CCNN TYPE 1 IsF&BRICAMN,CAL EDSYSTEVIFOR DEVI n U uum FOR 91 LLxAL, srnn, s FelxRu woes B FROM DEVIA dN5 OF TM15 PLAN. 'e>rf.ePTABexP ie �1 y A5: D . PC b ) r yr N n l3. Ross L PROVIDED wanrr NbADDmD ADDITIONAL R ALnRATN OP A NSO AP.EINTENDED. CL n S FPiRMA ALTPEIMITTe ROD NS TO TnIS COEUMlHI THIS u c tfT �• - A ATE TM THIS RRT1FICgDON CERTIFICATION Apt NbT r1.5 SHALL R ea UnaX POTP7 TYPE MOUNT (SPAN BELOW ASk OGN 17 VPAN ERY IS SHALLB DNT LABELED WITH MIN U9UM OF ( I) IAOFL E PERMANENTLY PER FYPPLLAM ERIC''SETAN 6NUTTERSAIDPOL��YIN."'Po'MATION' _ P BL R EL, il OBSTRUCTION) Wr-1 PALM BEACH, FL PANELS MAY BE NOTCHED AS REQl1IRED. OPTIONAL, k'H"-2o STTTCH TA5 MI. TAS 202 &TA5 203 PRODUCT APPROVAL NUMBER, FLORIDA�____. _� r2taRU11 RXWAOR IIROVI DED THAT CONNECTIONS AND BJING NITSFASTENEDWASHEREB ANCHORS ARE USED LYHICH SATISFY 20-31543 SPANS AfCVE B BELOW OBSTRUCTION. �� LAPS @ LYSPAN (USE APPROPRIATE SPAN TABLE) VISIT ECALC.I0I315E3 $r� VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS +4T 6XcieaEkrneM wrY as ■ F°^JVRArorv"^_""!'I®o'rraba'°u'cc' C� C, 1 Ni.5. ELEVA11r7R! ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: a ' :a G wE FAn E15 MINIMUM S70RM PANEL SEPARIi IOI'/ ROM GLA95' IHWU, WIND EON[ 4 A ESSENTIAL IACII IIIE5) AU%MUM -- _ DESIGN ALLOWABLE 1NS1AUA1kk11E 1 1IAlIAfgNS RIOTER MESSURf SPANll R1 � WNilY aD/EOMADE nTAN 0Al0VrRAE PS{ ( I % 1PDD a 7161 .1•[S I m _ aW_In 215w •/ 1SOJEM_ 606m `151n aF•AS MA RY I,.o{, n ,I I6 r• +l SO 1B0 M A._.- 6,06 u1 1161n _• -__- i/ 65 SlJM '-A71M 2E7M i EO A db M 6,17w 1901 n N -77 7L z In C��- va, @ 4 FASTENER P IGN LOAD a PANEL AS ENfR S AC LNG TO ERMINE MAYIM'JM AUOWAB1.e STORM PANEL N. SCHEOULE IS ACCEPTABLE FOR USE WITH ITIVE LOADS LESS THAN OR EQUAL TO ATiVE DESIGN LOADS, PA F T 'PANEL WER _ APE STUDS USED IN AWI S W 11UNCTION WITH All MOUNTING [XTAVSICArS -TAACA. STUDDED ANGLE, Eric.) USE 6.T5' PANEL FASTENER SPACING TABLE VALVES PC 'H•• AND'U'- FtEADERS {INCLUDING SURD 0 IDiI IONS). oFw6s4a u. Ma MINIMUM ALLOWABLE SPAN SCHEDULE T TOP MOEUN _ rJAWW i y i 4� p 3g 2 a H•w•, 0' V, 2Y &IMe•ul'u'rlpdn 01 D• D 23, 2r 71 0 2C 2r 'a" f 2 V H' > S •Ot P' P 0 ZrI PT 1 IF 2r 7r Is, � l A r s 1YI,n A'!E• - __F 2 2r 2r nl 11 Xf v W If" b" r e<A r u" 2r ]D" 2f1' 4!' ± 2 16' 50dr ST-WriBPW u wa NW rid '; ?T II'1 ' +D I " ' ?P 2 .P 71't 11" 31' 3Jr 1,1 3(r ' 79- Aa 24' W' Sr r o' r 2r•aMTS" 0_ 0 r 'F!u IP r cY r 2 Y Y 3P" 2e' Aa' 2 r' ]0' rm 5111 MrMe - 11" 317' ]I" it' ]Q 73" ] 11' Jr �L O � O W yy f �y < O W Sa L Y Cr 4 �y VI (L VIM 0 ro W d O h R Ml M M1LwrAY EPaM56A "F PnY fOMRINPI h0'HOLM INS 1 MM 1'wOw r,P R AMF MNUN 0 E12. 10 T (n Cr]iAITANB Al FOR W 8ex'ia+. ' ML IBAU ,S L31G N14.M 45E MTnP l ME AeL1vE [ Nn ACXlYYAa6 1 4 M R 1. T 1 h MAt iOM 1 h4 frPAµ 1 W rHIDN WAS: 1. 1CjUl FD wr4n Nu41R LING M If +;xkA 1R hN MCYt'W MlbYCrlYt N prMiMR COMYIMAntW AIYIYt IMl A I AYE tetlH Cltl4IR14AA1N'n L� I S,I%t10At A t4D1AED'ON xAL AVILDa,+MUun1+Mf MC1K.W OB I WRM I m IAlfll aiPPMRDh ROM •fWM NwR pltA1L" vset WJnrrou Ne,MHADcaw 1YNb.aa911 r,LAs.• . tAeLl aPRJR TO arJTM I7R• f Wnrr ib WnNran aTr,Cn RULTEi MIe 1aEv F4NltE. b aTl'I Wm' AWRI AASLEIMAf 4 113' W A 23' O.[ 3 +ARIL E MAY SWN M' NIaIr+VR uyNF CrIR 11 M rl¢ DFTIONAi TOP d 6pTlYNx f.05YAL1 HM OFEW M /!R MTNL w V\IMG rwr NDLvn1ML" V)NOIITON 6>,6M, w TSCSt t1Ra1xTM3•. i 1 LNALINTERIOR FASTENING DETAIL N.T S En cc 2 q W yS 1T Iag RK RA �1m^ U1, >g 22�55 PNRL MSra..l: W' rY ,PnM INTLRiOP O 3: W a 1 P�11 A. a K't[.e'a,5 SIQ1Wu a0\*U4 riM.Y1iN! aplw nMU M" PIT. NM2 FR M)T b W41PaMN1 wrNtlNUf wr aH,IN}lge lK2 < L '•a0\ RH ASPI 6TlN WJ WA91,L FDRED KpIW 'P WKxNRT • D.,lCD i R A r E o', {■ g S4 MOUNT Nf} frid. "Nor.1 POrto'ecft, M14 Cf4M +vlw A5 Ia0 n: EM9Ep f aF E RR PAW �E T 4 ,a Pr:511NG Cny�.^e raLicw - WAD n1.ARIHr, not. Pig '.C,,-AA AI yAONO Or "PUT THE YauF GI4. IN ARCHER w4]/Ai LAY/ 4 tNF WIrp6V'HurP NNWR.,; r. 20-31543 r= rA/ai1 M ORAL EGRESS PANEL -DETAIL [AEI t/Yscpt•rlaNl IN11R10R FASTLNING Al pg.r. 2�0-i q;ZtZ,-5Q-D uw�0.094" �( 62O.09H o125'TYP, O7U GA TYP-03, 0.094" ,1499" v1 uV, 1910" 1.970x 1�0, 06i•' 0.062' Io1D"� BD442^ zsn-I2AOn"I- Jaoad"L ry i2A2U" 12'cE 1' ] 18L1' 2 • F.R ._+•U' rgA.pER.. -- 9URp-DUI V HEAOFJ+_ (�.. G,IJ-0NI CLOSURE ON O W Ei r I I Br 1" 1.5L 1.560"1--�ISSO 1-1L%o IE'3.3836MA% .-31�A" 0376' 07s1 D179' 0. 15"2' R L6; E1 rA r ---I I 0.1 /9^-. yy _ RI 59" 0.19 ' 0.655" 0.19D" O.GS $^ 0.8R6° 0.I50" 1.007" a (�" N TNT H 12.500" PANEL COVERAGE yL pp " i(Bt'+r'' 1EEI��•�j 14.875"PANEL LEnG �' Ire I�-j LEG 1-0.545" I 0.5 4.15U'.0.05D" ,$O 21 LA PAlal U 0[RKTIUIi ��� RO 135 TYP TYP2 .705' 1/\ ©[LED-dAT 'C lIlAOK � P RFACX �4 ANDIf sr,M]I 0.0�11fAGx 'AaC� D.957 J LJ Ll-- �' (N7AM:tc 0 ,WNOILi JR LL %EYNCLE vl . aoee xw � 0 Ile 037 7 NIX ..:J':.inr vu. •a 1 0. E9n''i E' r Z a Pf rY'i'v,.nling 1-TLEC. 4 q o _ s =�A:: tluc_norl r C LU ,R W I D.1z S -u'cn F-3.000" [1 PRJaRSED :Ylxl+ M. err. 1.ODU" II :r r I, rX l,rrll En � Yi OVERLAP � 4" MA%. n EORNFR rL09V11E PETNL 1 -,25" MAY. pri v �1 k5 �l - 0.1BB T - n: roxnne •'Q MAY. y mtinx; _ Ce V 4 :AAWT- T.n M: 11111lo, LU O Y.I BI LLD-WT avx 1 NI, OMI )rIPII arGTancE y rTIA•'K O r xl Po' OnPAr ImiT1 L000" I" I.I: t�I+YlYF.♦ M':_ert 'bOJ; IV V'J. NJ•Lku.rnrU L'". ji�IV:+E11 ni-Nl'•i'.. vikL :'Ar.IV.lI♦ AC 1.'•J.J I'A:.II.,.'J'I.trYb -�. ENDED r:x roe"1.:, SrEYNaLr::RraLate n.•1-.;, ;.M. Jrar'"I•Y - it 1.ODO' <]Y NJ 14r.Y:r 4 1M.1TJ• 11'lrcYl A•n-M; S 7V"U'AP ':u,•-x!«, 3.B2D`y /\ ' MAN 25 qq S Y./ 1.50D' F, 7v w• "vrl Ta >. MN- 1 E�€[B 1 1.SW` 1 -LL +e.. rAL 4" MA%. r r: gn-1JYr MiN 7 i_•JA ::uX a w I 4D0' TJ •1y fA lf,. AKM TV 1•Ar.�4" R t7r LLIT !1 /ayCulNtl0.CLOSURFUET•11 'r,:eR•a]w•vMJ: '• 11 -EFIBED ' ,MgNWm[LOWP[BOAR TYxann.P' _ 20-31S43c� ANCHOR SPACING SCHEDULE: 24.:AU:-,E PANFL;,PANEL FASTENERS ■ 12 5" I: 1_ 2.S" EDGE DISTANCE �1. -if - WCROR pwve wCOMM TNR few)(2 MAS Dem.F15 PMU T '-0' N PTO • 61Ah UP I. 14'-IW Trig Ca C4 CONK T", cf a C) C4 DOMa M C7 (2 C3 C4 1G' .1]rCH DCD / t D TUl PJ ON twN v. p.., 0" a 16. I .r' 99 125 16 0 10.2' 6.a 1 .$ 2 16.0• 9.)' 6 1 16.0' l.7 1 8 0 .5 IRD B. 2' 5.5' I29 16 P' HS' S.5 ' 1 I" I60 0 160' Al' 4a° 0.3' 12 S3 i' 21 S 16 D' VIA" a.l ! l" f1"� 3.4" t] S 12 S 1 al. 60 I6.0' a1 5 4' 5.4' 16,0' 8.!" SA- 12 5' 6 0' ! l SA" 12.5 I6 D- &1 5.4 14"r / J3 SS q" 72 160'IR.O' 16 v. 1-1 019.0'110125 60"114'10r"DCY7ali1 6 ]9.9' 12.5• 0 1 0.' 12,5" 60" 1" lAO' 1 i FIST 12 5 16.G 1 9 9 S' 12 5" too. 11 9' 1 2. S f A 1BD 3 11.0' 12.5 Ill D' 11.!' 9.S 12, S is D" 1l D D fi" 1J 5 6,U' 10 3 7 95 12.5 laU 11.a' 0.6 I35' A 6.0 1!9' YS" I d'47 A MNrI, 33 LL K1N?9601ID iEl 4x �T.'�' 7 li. S S60' 160.416,n 32 5 lR 0 13 „ l] 4 121, ' le.O 16.0']60 1S B' 12.5 160 12-6' 108" 12.9" l6D 12.:"10.1" 12-5 12.9 16.0"156' 16.W 14 r 11.3'lid MY' S' 12.9 16U 15 0 17.5"l06" 12.5" 111 6 J25' U.9" 160 125"106' /6 D' 11 5" SOS" 1 .5' 16.0" 1 r• 30 ri" 12.5' Ib n 1L5" l0 l' 9 - 16 0 ] .5, IU.fi" -yN•.Mnrl s 3 I;ryN1i1 °��r. M� r 41 41 H X 52 ]2 Sz-s' It S' 1e. '1s. IAO" 1&0" lso MCI' 4 ) 12, 0' 1 11 1'x3 12^5" 16D t1.0'l2 16.D 1. 11�3" 1151 IOd'16.D"i4. t'-12.3"112 M60" 125 t6n 1SS Il 1" 1Z.5 160' lff 0" ]3.O" F.s- 112' 5T RT 1s.5 it, 2" 12.5' 16.'15 S"71.2" 25"lt3 125" 16.0'165'1L,:' 6.25' 12 S' 115" 2.5" EDGE DESTANCE z O x 311r,L UM LMDCU 31 nAl I uM nx 41 „ 40 iL+.ram 12 72 IJ••. 1.1J•'IMNIn ]3 Mr IIII ur hNl NN 1 41 ae ]U, 3' 679' IRO' b.f•- 6] 6.19' ]" 13 21•' 7.1" 6.2$ 1L. 62b' !]" 62S" Ias 14� b. S' 2 12.51 n.r' S ,8' 4r 1e IS."42. 11.5" 15.d' b 0 S_B" 625 ]s" Y e52 6.25' 47 17A Y' LD !15" 30 a' 4. ' 1 a' 6.25" 12.9" act" 4,!" 10 7' 4 i" 4.D" Rw S.s -1-A 41 4a 52 _U2 III r r/x' HIHHI 33 All Po-,%O. In 4i y all T` 11Ja7.P 5L NAIL 12 12.5' 13 d' 4.1' SA" 625" 10.T• 4 40" 0, 29" IVY' A1" A0" dam" '• A 12.3 .7 •. 6 4.6 .25' 'I .' 'T 1 7 L 0' 6.2V •. 4.1•' A •• 10.7 0 1iv 07" 4ze" 16 Cr- 141` of, 0" 25" 11 V, S2.S" 40.7" 4, 1" 4O" 6, 15" 10 V" 9 r" T. " 12 1" 10 0" 6 7" p" 1 Z.5' 16.0'll 7 9.1" 12.5 ISO 7B e] 15 2 16,( 7.8' 63" 11•S 15 a' 97" 7e" 12.5 160 77' 7.7" 6.2" 1 s ie r r d e.2' 31-f T 7' a 1 s' 16 0 7 J B o 11- a z" 11 I' . 1 U ' EMBED 13 4B r2 12 S SBA" 6 4' 5.9` 5.23 L S' 4.4 - 4 I' 0.2 SS" 1 .1" 4.0" 3.7" $ o.2 13.5 1 6.23" .2" 3 e.2s' Bx° 3.5' a7" e.zr• 625" Rz" ar' 3r' 3a^ 3/4" PDOO DSSTANCil Jt Ar as, ANCHOR PRESSURE n wGO./TY/[ AtIvin, ,r1 '.I N UPI I'Alilr- a C7 0C4 DWIRTy"S C7 Uct a jAB r"t cl Cl a C. Il". frt... ]] I Al.w rrw .1 i■}--�--��,,M.,,��,,.��� 4N r2 l2 S' 16,0" 140' 10,9" 12 S 6 1 0' le 0 IS" 17.5' 6.0' ",Pl.67' tzr is UP 1a0 a 12.5 60 ISor, IS1. 12S Ise I. a" Inn' It 5'' 160 160 7.s- I2S 1b0 147' 6.0- 124' 160-14.1 1.0" lS' 2!C 15 O'160' 16.0 IC f.9" 6.D' 12 V' 12.! 160 169 1 A. r" 60' 147. 611' 1)S" 125•- )6' 1 { J' tip. ' 16.D"1. T'4 0. rOj .31, 1 U2" CMOED 3 ! WOOD brR1AY 41 Ill SZ 72 14" -1/d'CMR[ I ll 4 3 3 TAP. •rFAE• Alt3, .rtO y. 40 T q4�� 52 rl l2 .7, 16.0 160 10.1, 12.5 16.0 111'. -,0- 12 S 1 8 tl" 2040, 5.2" l2 5 a' 1" 76. 14 91' 12. S 6 i V 9.7 Sr` 1` . S 6' b'• 1 V 9.7 5 L2.5 ITS Lf 5 12.5 16,0' 1L0 1 1.1 1", 9.6' 360 16. " 6.4' S.6" 12.5 110 12.5 12.5 1 0 150 Sd0 9,6' 56 Se' 9.6S 6' 115 a 1" 91 12 S' 125 17 S' ] 15 ]2 S- 16 J" 9,6" 5 .6" 1.0 9,8' 50" 16.0 7.6" 5.6" 36.0 102 7 6.0' 9.2' - 36.0" a.l 12 SP 15.0" lA 3" 16 ' 11 4" 12.4" 12.5' 15 L1 m L2.SSOS' 12.5 1 60 111' 1 .5 2." 12.T 1'•0 is a- 9 L 3 2.5' ix•."e°DMaco / y )3 All Pnlll n'MN",+ 41 .Con Fuexmr 46 1y,Op� 52 IJZIaY9 ;1 16O' e6• 7a" zs L2.5 6. / l d 0 34' 2 1 S 121 96 02 1" L25' 15.4" 59' S�0" 6.25 113' 47" 40' 625" 11 V 14.2" f.s- 4,7' 6.15' 1E 1 47' +0` 676" a 25 11. 3" 4 i" 4.0' 6.'V I: 1 • 0" O 2f" ANCHOR NOTES: I ANCHOR SCHEDULE APPLIES TO 411. PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING, MAXIMUM ALLOWABLE SPANS AND FRESSV RES INDICATED IN SPAN SCHEDULE SMALL APPLY 2 ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING, THE EXISTING STRUCTURE MATERIAL, B ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAi. TO NEGATIVE OESrGN LOAD ON 5MUTT AND SELECT SPAN ER G iEA TER EQUAL THAN 00.E AL TO SHUTTER SPANSELECT a A CONNECTION TYPE BASED ON APPROPRIATE MOUNTING COMII[2XV (SEE MOUNTING DE1 II.S ON SHEET 2 FOR IDENTI FICA 110N OF CONNECT ION TYPE). 3 "PANEL FASTENERS" ARE STUDS USED IN COW UNCTION WITH ALL MOUNTING EYTRUSION4 F"-TRACK STUDDED ALE, EC LOSE .I5OCPANEl FA57ENERSPA7NCTABLEYALUES FOR ALL "H` AND "U" HEADERS (INCLUDING BUJLOOUT CONDITIONS) 4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDADONE. S. F0LLLOCK HOST SHALL C NF TO AGTM C0 BLOCK. 6M RME tMWMEBEGMNT LBE45NOT SN SCFIFOULE r MINIMUM EMBEDMENT AND EDGE DISTANCE PKCLUOES STUCCO, FOAM, BRICK• AND OTFBi WALL FINISHES WALL FINISHES SHALL BE UMITE IM 1/4 MAA OR SHALL BE VERIFIED BY OTHERS TO PDEl2UA1ELY TP ANSPlN LOADS TO HOST STRUCrdRF B. CONCRETE AN:LORS NUT f.D HEREIN SNAIL BE EMBEDDED r0 Urv-CRACkED WNCRETE ONLY 9, WHEREE)(TSrING STRUCTURE IS FRAMING EYIFTI NG CONDITIONS MAY V Y, HELD VERIFY TWAT FA51 F.NERS ARE N'TOADEWOOD ATE WOOD FRAMING MEMBERS, NOT PLYWOOD, FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECE. 10 WHERE ANCHORS FASTEN TO NARROW FACE OF STLID FRAMING, FASTENER SMALL BE LOCATED IN CENTE0.0F NOMINAL I' % 4' !MINA WOOD STUD (%g" EDGE DISTANCE 15 ACCEPTABLE FOR W(VD FOAMING). V1000 STUD SHALL BE "r /NERN PIN!'° G-O 55 OR GREATER DENSITY. LAG SCREW SHALL I • PHILL( PAN HEAD OR H HEAD, LL A EX 11 REMOVABLE AN CHORS ARE DEWALI' PANEUMATE, ALL -PENT O THREADS a BRASS &ASE l2 MAr/ENE SCREWS SHALT. HAVE l/7' MINIMUM ENGAGEMENT OF THBFJ/D5 INTD THE BASE AN AND MAY HAVE EITHER 4 PAN HEAD TRUSS HEAD, OR WAFER MEAD (SIDEWALK BOLT) U NO 7. MiWMVM EMBED lMENT AND EDGE DISTi NCE E%CLUDEIS 9T0000 OR OTHER WALL FINISHES. t4. DFUGNATE ANCHOR tSNJDnI\'XJS WHICH ARE NOT ACCEPTABLE USES LS D1RECt MOU NI]NG WNDITIUNS III LINEAR INTERPOLATION 15 NOT PER MrTTEC' FCR USE WITH THE ANCHOR 5':HELULES LISTED ON THIS SHEET - Rp. BB yyg e1� e ��C YR9M'CVN RXX•P;rrE 20-31543 5 1 hl �A O O Y (D C- -4 C) U D Q) i Q O 11 -0 CL U U)-tf N O 0 b- i O Q) = \V O O -46 LL- .0 M0^ E ^0,, �_ W L O CU Q C -� cn �t Z Z W J EA? } CN C= C 4D Co C14 m X B CCa , N / C r32 QEli y4 3 ID 1�. W Y W d } E � c C d , y N .C' to SX C E- C3 CL c.i W (U) � V 0 L U 0 L U W n U rI Go CAN C z Z J CL SHEET NO. SH 1.5