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Home My WebLink About6438 Beverly Hills DrI I I I _ II 1 1 1 1 111 1 1 1 1 J 11 1_ 1' 1 1' 1' 91_ I" I al III I I I 1II 1 1 — — - _ --- I I_ I I I I` 11 1 LIU 1 0 — ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU orA.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Footl Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GA or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int, Interior STO Storage COMM or Comm. Community KNVALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN, Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded, Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain WI or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh, Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wail Mounted (plumbing fixture) FIG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Flr, Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 FRAME -WALK REVISIONS 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150-C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 12-15-20 4.3 OVERHANG OVER SGD REV. TO 3- PER C.M. 12-19-20 5.0 FBC 2020 CODE UPDATE 06-14-21 5.1 HVAC DOOR TO 2652 PER C.M. 11-29-21 6.0 ADDED ELEV KLM PER C.M. NIENM MINIM 0 F. LENN/�RgM 1791 Al B1 KLM INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET T� 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 _ EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3M MONO DETAILS S4 DETAILS --- ------ ---- — - S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect 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. cam,' G a 4LU a —~ � o w ,-moo o u a c24 N: y Q {I aid ;Z CQ ' d c m o � a U 0 :goy W IV ,aJt_ 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 IN N O W N •. q� r- r J J t/i Qj N Q J u- t7 Z —a a V LY y q o NJ I O J N O U ¢ Q .. W U co ❑ ❑ `D M LO ZZ z N o 0 z z o J - N IN z v U 0 (LS >y C" jC _ g 0 sAM v) U LU J E I U 'o y c U) 00 Y ®0 CV CA W M C13_.J z ¢ o z z Eo ¢� Q o E U tz Z@ OL r O� E N o ao � 0 �¢ az R L �W a> (p (n c z Y W m o Z LL Z N —' hm �� QW �Z N ? °~oa Zo ao S_ w� w � W > o o cfl li I a V oz�a 3 J �(0cc LO LO 1� iu rn r :3 N m LO ¢I O N O Q N T LO I �— (4 T mc o z z E co 2 d o.. .o ai U J Q 0 c J JOB NO: 22-06475 SCALE : AS NOTED SHEET NO. L'J;S 1_ ___ __u'1, 60 llr 8. FLAT CLG. = CARPET Y oCl) N _ W A S3 TYP @ 1 STORY 0 N 0 c� 0o (D fn in co PATIO 4'-0" 124 1 IIIIICIIIIIIIIIIIIIIIIICIIIIIIIIIIIIIIIIIICIIIIIIIIC)I aBEDROOM 1. 1 CARPET i I co 2668 . JILE I.. - 2668 ! 11' 4„ I I , � r� _T� N 4068 B.F. FIBERGLASS, 8'-34" 3' SURROOUND rN 60" X 36" ------- _ _ _ ----- i> SHOWER R&S 16" DEEP O O PANTRY -- - ----^ OVERIFY A 25-SH METER LOCATION WITH BUILDER 11111111111110 71 I EGRESS i I BEDROOM 1 8'-0" FLAT CLG. 051 00 I CARPET �1 00 I I I I 0 0 I I 11'-10" 24 (0 1 0'-4" HALL 9'-4" FLAT CLG. 2668 CARPET BEDROOM 4 8'-0" FLAT CLG. CARPET T-0" 9'-82' I 4068 B.F. `14 R&S 3'-0" H.B. w 8'-0i 9`1 9 : w K --- _o RA E o I S3 i ------ -- OWNER'S �= TILE I `-° i T I I I SUITE I I � TILE � I i � 8 0 LA CLG.I 8'-0" FLAT CLG. it CARPET I 2'16" '-2" -- I 928 I _58, 4, 5134" T I SINK DIS STUDS W/ USP 2x4 #2 SYP K 2-CAR GARAGE I Sr � i S3 I C'3 HTT4@ BASE S3 I� D.W. O O 8'-0" FLAT CLG. 00 lI L_�I � ' FIBERGLASS I _o Fr SURROUND I EDGE OF SLAB 2" BEYOND WALL 3� 5'-0" 1'-78 G HA NSC lN BOX @ S3 DRYER VENT 36 A.F.F. THRU ROOF PT. W OPT. D 20'-9" i 3'-8' 2'-8" 4'-3" 6'=10" 3'-7" o I "AT4 11 i 2:12I z C ! FL CEILING I ry TILE 6'-74" N I I I II I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - b W.H. L--J I ML--------- -- �'� r FAMILY ROOM I I i� VAULT. CLG. CAFE CARPET VAULT. CLG. i CARPET s I 30'-0" 41-13" '-3" 068 1 i' w bN w B04 z z 6cNLU I !�1 - i - - - - -- 1 N H.B. T-0" 21'-5" A S3 37-8" 35-SH 0 16-3" 59'-4" 0 �O C� ENTRY Lo - 8'-0" FLAT CLG. 1 HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 112" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 112" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 187'X2571 S.H. 13 20X38J 18#X37J S.H. 14 20 X 50 J 18 J X 50 S.H. 15 20X63 18JX62J S.H. 16 20X72 184X714 S.H. 11-12 271/4X26 26X254 S.H. 11-113 271/4X38i 26x37i S.H. 1 H4 27 J X 50 i 26 x 50 S.H. 11-15 27-1X63 26X621/2 S.H. 11-16 274X72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 J 36 J X 37 3/4 S.H. 24 37 J X 50 J 36 4 X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 � X 72 3617 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52,'X 25 S.H. 33 54 X 38 J 52 4 X 37 J S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 4 X 62 4 S.H. 36 54 X 72 52 J X 71 2 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 0 0 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302,5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE"C" ® +29.7 / -32.2 © +29.7 / -39.7 +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 O 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 WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL INTERIOR BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION - B1 1ST FLOOR LIVING AREA 1817 LIVING TOTAL 1817 GARAGE 427 FRONT ENTRY 32 TOTAL AREA 2276 PATIO 23 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN ELEV B 1 EXT FRAME 2 x 6 R-13 KRAFT FACED CONDITIONED CEILING R-0 BLOWN -IN (INSTALL BAFFELS AT EAVE) SCALE: %4"=1'-0" GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) iV 117'4 0 on = ar =a C2 E�o o-r o � c-2 c I a (a v L '0-�_ cc _: d . E c o_ c E m o O- U Ra�`e��`��E$$Y$f4/$•d� , � OW ;r• O 4 �-• r . To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W ar3o8 N p N cor-N N rm N on-o # Q -MvC U- u. LL J W LL LL D J uJ Z -�� t 10O L � cc W05 cp ' m Lu Co 0 Q J Z LO Cl) ZN O U 0 U w ❑O M C, z N o z N � cZ v 13 z � � o �N lL Cn L.IJ ig U O g vi c U H J E - r z1 8 QN0 s O co w MZ o Z < Q E E wo oo ,q QR 0� u r <'z 0 ,0 o Q E O .0°a az az iZ CO c oY �m m0 Oz Z < 6 aw g z cn o¢ ao � 3 �w W U3 wLL 0 �LL = H �3 o CD wz �O a v a °� I J Lid LO co r cle) Cr _N T U U) o N m m LO T ¢1 ,} j N 0 o CD r N T LO �--� CO T E c O z E co onz CD m` c a U Q p c JOB NO: 22-06475 SCALE : AS NOTED SHEET NO. 1 --� m LO v c (/7 0 h M 0 J F` CD I J m fJ ID Cr a n C) I A Ln L0 i O V) O C L C Q E F- 0 0 N 0 U s v_ I Y 0 O 01 E O 8i a 0 a N to S Q m 0 N KITCHEN ISLAND VARIES, 2" LESS THAN CABINETS BELOW I le MIRROR VARIES w > MEDICINE CABINET `t Oz Oz ti Q L Q CO CV HOOD O RANGE KITCHEN 0 M 0 N rl N KITCHEN t 04 0 00 0 MIRROR M 0 �� NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS 24" TOWEL BAR ON WALL ABOVE TOILET TOWEL BAR ON BATHROOM WALL I - TOILET PAPER HOLDER rt CV FIN. FLR. SHWR. SHWR. CURTAIN HEAD ROB 0 TOWEL BAR IN TUB OR SHWR. SHWR. o �_ VALVES SOAP DISH 0 1 0 M 0 TUB BATHROOMS, SHOWERS AND TUBS DOUBLE RODS co OWNER'S BATH SINGLE ROD CLOSETS / LAUNDRY 16" FOR LINEN 12" FOR PANTRY 0 80 BATH 2 INTERIOR ELEVATIONS_ 42" H UPPER CABINETS — 36" H UPPER CABINETS — 30" H UPPER CABINETS — OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT x O 0 o BRACKET 36" H BASE FINISHED CABINETS COUNTER TOP 30" H BASE - C° ' -1 CABINETS o 00 C)60 � LL SIN I� LO a 11_211 0_ 2x %n 00 FRAMING ca o o M CO _ T— 1 1 /2" GYP N `e' � N _ cv BOARD -1 FIN. FLR. T %FIN. FLR. 2x P.T. SOLE PLATE SHELVING ISLAND COUNTER CABINET BLOCKING SCALE: 1 /2"= V-0" cv 0 w'• d o ''y 10 C.; ,N C x N t0 O i Nf CD s C2 as' v 3 w _. co y a> sr � c o 0 _ L `.O 0 � 4 To the best of the Engineers knowledge, information and belief, the structural plans and specificatlons 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. H ... 1u.: tillillr E O M 8 IsD N yoy Y/ 7 Lr) V! (O i! r J Q CN li J 52S o- J W W Z - o0) a Y m c 0) u7 N O W0�pjO' m w ¢ _ L-0 coZ N ,Z 0 6 (0) .�j IN D❑ M � z N O O Z � N Q N /� ♦ N M z Y n C W V 2 W � a V � 0 W g N �y N Ln • f— N V v 1 U J •w,q r - Ec m! _ � N U p V�i O N 0 S� W M M co J h � zo ZzZ � ai Q UL E ¢ wo g0 00 �z �� o Z® Oa '0 n' CL —O X C, o< z � b N ITT d0 Wz o 0 o F,z wz ¢w N �� = 10 oLL z �m <° Qw �z N N 3 oa Z o a Gt m w W 0 1� O aLL ¢<CO =� yo _�< a ° °O = J LO rLO ca cc N M CN r T . • • m LO r N N C:) r LO r a Cfl r E c o z M ca IL U -j Q p -j JOB NO: 22-06475 SCALE : AS NOTED SHEET NO. 2 I I_ I I I 1 111 11 1IIIF I11 I:l0.'11 1 11 -I IIII • I I I i 3 FIBERGLASS SHINGLE INSTALLED F5 AS PER MANUFACTUER — — 12 SPECIFICATIONS 12 �5 5 18 I I� I (+1") 6" SMOOTH 5 _ I I TEXTURED BAND 13'-0" RIDGE VENT Zo CEMENTITIOUS FINISH ON C.M.U. FRONT ELEVATION — B1 25 SH 25 SH F. FL. Im- 11 RIGHT ELEVATION — B1. General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-112" 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 ,o 11a 0 C1 WJ Vo > W 0. C ccC.) N •• c= a. y W O — 'y afll�.� a Cc' -0 L) CIA y >Z C- CO p \10�d1it1111611ff6/f �f pW. Z 01��S E CZA �s--f 4J O O v 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 Q h v cooCo N Q U M V l C J LL LL, I.L. d Z o C 9 Q Z lS o j W jf0 o m W pjO' Z TO NZ a, ZN OU W ❑❑ Z N So Z o M N z � � a 4 LL U 0 — � w N C w I-_ U) U N w N a E 8 U o U) ® Q c Q Lo C:,w cfl M M n¢ o z < , E Z O qo > N z" ca I— .0 X U 0a 00 U Z C — E 0 O ao o ¢zo 0 oQ az It Qo J m0 to Z$ Y "m o z, 'J ¢w ZZ y Cl)o< Fm Z go W a2 � ao a an w �= �j C o Jz w� .F .0 CIDa � za OU3 N C:) �C J LO rn N CL F- L. t6 N Ch Y Cr Y r M W m LO r Q ate-+ N 0) I 0^ 04 C) LO— Q °� ? � o Z N Z N E C d O d U J Q p C C CD JOB NO: 22-06475 SCALE : AS NOTED SHEET NO. 3.1 I. �Al � h•, il 4� jwl . t T , n1Y j r '�r � {�f 5 a r � sc� 9 � r r wt 1 1 ...... 4. d i lip 7� �P t:k a r } is sk r If F I i i• JI ; rt U�x r sk, „A a , t:, I I 1 1 �I t 4 t� pp y 4..,xRa r • � to M RSIP .r a. C i ' i h k ri �a yIL'I, e a A y � r 1i7 14 4 f ' '"l i , �' • -r u ern >'ut v, SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS —� SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS ---, 12 5[�,7� 12 5� I I t 6-0" 5068 SGD REAR ELEVATION — B1 SCALE: 1 /4"=V-0" 13'-0" RIDGE VENT LEFT ELEVATION — B1 1 /4"=1 "-01 " General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (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"-V 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 V 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 T pe 1 felt or other approved water -resistive barrier shall be ap led over studs or sheathing of all exterior walls. No. 15 asphalt fel shall be applied horizontally, with the upper layer lapped over the wer layer not less than 2 inches. Where joints occur, felt shall be ped 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 fleshings 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� c 93 O � W o tie- E— o =�mx ra o 'N-ao y w m i d 6 `OWN «" •NN � E cw LLL < �c} U � : F �•� �` d O F S S1 E To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. _ H W E 4 8 O N 0 V O U � N T iii rn r r .w 1 J N O z Q— L LL w ,n J LLL:L a — O 4 0 se Z L @ 4 �10`�C (a N 0 S W in�pjO' m w Z N Cl)Z N OLL . . U o Z W ❑a 0 z N c, a z z o N W Ln z 0 w m U w o 01) JM (J W J_ m .... e _ 8 t ai z. U 3 h � ¢ o No I� O � w M Cl)oo z Q J L.L Q E tt o z® oa _ oo o O E O(V aF U Qoo 4 aQ Z �w L rp p z m o VJ C o< U 0 z� J < Q w Z (n z z o �U N n "`!!!! 24 a �Z W W C> m� Q Y ~3 = r � O UJ � oNJzla d � 3 2 Ci Lh LOrn .-� Q 0 ^L0^,, i CID r N � CT Y T rr^^ vl m m L r dI : p CD N 0) Ln E @ o Z Z E (� •' ro a U Q p JOB NO: 22-06475 SCALE : AS NOTED SHEET NO. 3.2 ".I 1 l 1 1 1 1 1 1 ' Il II 'I l I I I I - 1 II 1 1 I. 1 - I I - 1 1i ___ -_. I I II 1 11 .1 1 - ' 1 ,.I I I!I'! I '1 11 s f l!I t ! , f r' 111! 1111 ; 1 1 11 1 _ -___ _ _ _ -_ _ 2" 1 iv 2" iv _ cD 1" VARIES *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES BUILT W/ STUCCO. EDGE OF OPENING 2" � 1'-10" ��N i.t *- 12' CAP ---------- 1" RADIUS--'Cl) -""'—"--'----- 3 1/2" RADIUS 1/2" RADIUS � a 1'-54" 3/4' RADIUS J� 1/2" RADIUS 1„ 4" VARIES VARIES c- M enly CAP c� iv o 22„ 2 VARIES VARIES 11_01. 1„ 1 1/2" RADIUS T 4" „ 3a /4" 42 4„ , 3" 3„ 3„ - VARIES 2„ 12' L, l rr 32 11" 32 1'-8" 21/2" RADIUS BASE � T (N BASE 711 3„ 4 I I 12" *NOTE: VARIES 8„ 2„ 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS, IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2„ 2„ EDGE OF OPENING 2 _ CP 5„ 1 1 4-41 cD , 2a . , - O CV 1-1/2" THICK 1-1/2" THICK — 101, 21„ 4 •IV T � I I Y 10" 6" IN �I 1 f� 3" a „ iv 2„ 4„ 3„ 6„ 2„ 2„ iv W W °Iw M 32' 1-1/2" THICK 24' - _ HIV r 2'-4" 52' 1, 5„ 52'7- "IC11 4" 1" 1r 4„ 3„ 12" I I 7, W VARIES ^Ci VARIES 51„ a 2' w I I —' N • VARIES VARIES 4„ 8„ - r- T i�l I 00 j I cD i R6., cD 2 ^M 3 �a �, pv ^ Q 2 4a, 6" 4" N (V 4 2 KEYSTONE F11 b _ OPTIONAL ' 4" GARAGE DR. OPENING 00 - KEYSTONE F11 OPTIONAL 4,3 a 4" WINDOW OPENING 4 NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED VARIES 2" NOTE: • FIN. TO HAVE TRADITIONAL LOOK & FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 14' 1'-64" 14' 12' 54 2'-1"SMOOTH — — 1 "12 54 1' 4" 1 „ 3,_8„ 4" 3,_0„ 101, 1, 4„ 101, 4„ o CD N 7„ --- iv i1 CV 04 MIA r (V 00 O MMr 1' 701- 2 1" GENERAL NOTES: M • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH Zn o �r $mv en . C= c o � ri u CV CV N O O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. e�@I pE U ® C) Ca N Cc, C) O y 7 rn n !" ei CN —! U- LL_ W M !.r- mrn z o- IL rO ,-, 2 r- � HOC IB! U) Z LO M Z LL w Q OU ZN El El CM 0 Z Gi --- N M ' o O !� ! o CJ � c w Elm Q N �� W Z Mz o AM E w�© EU z' �o oa w� (Q U O O rr o E az Wz a> to U) C �o z m0 O OW z �� zz oa Z ao z CL (� o a� 5 i° CS7 w " r N O i > � J LO LO .—. Q co � m N m Ln <I O N O CD N 0) LO T— CU T N M 2111 M Z Z E M m E 0 v ui (a c c 0. U Q JOB NO: 22-06475 SCALE : AS NOTED SHEET NO. F1 rn v m rn r� L0 LO v C" in v N L0 a) 0 TI J m v N 0 M CV Z. rr I 0 (n o+ 'L 3 C a O 0 a 0y N E T v N l d t.l.. 0 U 0 i U Z Cl- 0 J 41 LZ 0 13 S a nN. CV N 0 Q m rn ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET PqF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH � t� FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN ;W EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) [C H CHIMES (OPTIONAL) I [13P PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �N ELECTRIC METER ELECTRIC PANEL _I DISCONNECT SWITCH C� J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR NEMA 1 150 AMP/ 200 AMP 4 to lights & outlets 2 to appliances and GFI ) to WH to Range to HVAC MAOIN 15o=zro 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND DLis SERVICE BY POWER CO.� INTERSYSTEM BONDING TERMINATION PER 53 4 Bare Cu Ground NEC 17, 250.94 CLAMP PER 250,50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. I AC PAD DISC. [ WP GFI I� PATIO I// I � I / I I W.I.C. I I ROUGH -IN FOR OPT. CLG. FAN/ I LIGHT PRE -WIRE 1 12 � G O NER'S \� S ITE I k � / ' ROUGH -IN 6 OPT. CLG.AN/ LIGHT PRE -WIRE \ � I i DEDICATED RECEPTACLE 0 11 FOR MICROWAVE RANGE G HOOD PER SPECS ----- S. Elv I I � C.M =E / ROUGH -IN F�R / OPT. CLG. F N/ LIGHT 7_0 PRE -WIRE / / — — — — — — — — — — — — PIZ / PENDANT AS / FAMILY ROOM PER SPECS l CAFE / / / i H.B. VERIFY METER LOCATION WITH BUILDER WP �. t H.B. B'LQROOM 3 I ROUGH -IN FOR ROUGH -IN FOR OPT. CLG. FAN/ \\ OPT. CLG. FAN/ ( LIGHT PRE-WIR&\ 12 / LIGHT E-WI12 S E Wft M 4 I / S.D )HALL s.D _((CM O A ---------------- Z W ° a Q a i ---- — — — — — — — — 0 Q � I u- I U �W I >W FI @ 44" I A.F.F. 2—CAR GARAGE I VP / '� GARAGE I GFI @ 4aK" A, �� LIGHT AS PER SPEC --'"---"� IGARAGE (DOOR IGFI I OPT. D. h I r I! 1 1 I �I I I I I I 1 VI I I L------------ GFI @ 44" A.F.F. A IRRIGATION 'WWP GFI I ENTRY I ELECTRICAL PLAN - ELEV-B1 SCALE: %4"=1'-0" C%A C 0 d c CC, Co.) CV LA- C3- C�4 R R - _ co N co W Cc a _ 'n E cv o d- U 0 C' N N 0 N 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 the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E Q 8 N N d m 00 N O Q -, CNIr co Lo LOOYI' N N V ik W -j a� Z —ern a 5 Z _ W o 0 Win °' °' Z L-0 Z m W C J 0 N Z U o W(D ❑❑ FEB N (h 0 0 z N u1 M V, z v�o � V O o Milli ua V) a W J I z� 8 p Q W 0 N O 14 ti O c JZ w Cl)Z¢ =o os<� Y� EE z® N H r0 O x� 2¢ 00 Do S1 o E N � s ¢o o �� az irw @ CjC - 1 0(r� mo 0, YZ Z�, J °s U) N a °off Z Z ao CL LL z �W 3 ap 0 �k CD,w¢ cfl >O a cc) V' zaT � y O i (Q J Lm U ~ (o M Co LO T a C%4 III l N N O T— .0 T r � T E = o Z Z E M d E U J Q (] � J JOB NO: 22-06475 SCALE : AS NOTED SHEET NO. 4 C u c u ATTIC VENTILATION CALCULATIONS - 131 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation toSQ. IN. of IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation tilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 13 3 Floor 2276 2185 312 1092 78 546 609.0 195.0 414.0 (Zone 1) **NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN - ELEV-Bl_ SCALE: %4"=1'-0" Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. • STUCCO SOFFIT VENTS 126 SQ. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. **Formula: (Sq, Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) W � A V N m "0 u. 6- u� R C< lip' .d ,o GC u 3_i i c u cc �. d v . w le- C,. -J ;a10�9 o To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E 8 ea V � � � 0 r N � N � W fi CA r, ZJ N C J LL �y @LL. W a I11 J �Z - d r- m'IT C? a _ W 7 ' N N C_O �2CP o Z N Z IL m Q J 0 N < 0 6 U J 0 Z W O El M 0 00 z O Q Q J !Z N r U) Ln �O � o i--j cn O w o to ry U w m 8 z� I U o 8 • Q N �� C] C.0 W CIDp m ZZZ J U- zo �z >N ¢o Q- w ❑d 10 Oq O< d N go ao ¢o az L ro U) C:o m� 0 a Z _ C o' o Z F rz i7i J ¢ �z z0 Q U Q+� 2LL LL d �w W ao 3� �� J CD J z r o F uiY ao zI 3 J �C) ' Oco m i r N CrY T� m m LO O N �G N � r G( CO T E c o Z cc Z E M N a E U Q p JOB NO: 22-06475 SCALE : AS NOTED SHEET NO. 5 �o m u7 L0 0 N 0 Q M L0 0 I O] L0 Cr ED , J C) LO L0 cr V) 0 a 0 v a H N s 0 O C i N a. U V_ I Y 0 O O J t N O 0 a n. N M a m v N c C. 4'-8" L. 3-10" 1, 3'-10" 6 3'-4" VERIFY METER LOCATION WITH BUILDER �- H.B. AC PAD (i — — — — — — -+ — — •— -^ — — — — 1Tt7- ; { L51W 3-1/2�, MIN 2500 PSI CONC \ ( i q lj " SLAB OVER 6 MIL VISQUEEN I \�\ I VAPOR BARRIER ; ■ (3000 PSI CONC. SLAB FOR HERNANDO COUNTY ONLY) 0-0" 13'-54" --CJ i CJ CJ CJ- N o0 1 ::::: 00 EO ■ Cl) 0'-0 F, . . . . . . . . . . . . . . . •. . •. . . •. •. . CJ : CJ •— •— ••— •— •— •— 7T . ■ ■ i I f I 00 TCJ I T I' S3 S3 (2) #5 REBAR �� I I i i �l I: I VERTICALS w/ in 118 11 j I . FILLED CELL 23'-11" 2'-10" 4 14, M 1 { 2'-6" I I 1 {r I. LD 0 o T E"' I G bN S3 _ _-_ SINK _1 DISP _ _ - 2'-6"x2'-6"x1'-O" CJ I D. W I F- � III j iv W/3-#5 E.W. KITCHEN ISLAND I �� II �� I J� II III II IC ASETO ■' . L ........... LOW W ILLS ��L_ JL JJ 1 ISLAND ii{I K j jL S3 7 GI' l j ---- - J ` (r------�i i l : t I I EDGE OF SLAB 2" I S3 WALL - - BEYOND I CJ L_ — — — — — -�—CJ�------------- CJ— �FS I—E a —CJ cn N 4'-0" I S3 i t f I I•• I t(3P l lPTD . v) O. 5' 4" 3'-8" 7' 8" 11 L—--JL--i SLOPE 4'-10" (:. & -3 1 /2" —� I 1 1 37'-52" 21'-24" 32-843" 4,48„ !2 I 5�3 1/2", �' I 0° - I L PROVIDE 1 %" RECESS I FOR SGD. REFER TO I MASON'S SLOPE FOR "ram I HVAC CHASE 1 � \ 2 #5 REBAR BASED ON ` \ - VERTICALS w/ in \ \ I \ S3 LOCATION /�W•H• FILLED CELL +/ \ WIDTH in I TYP (--- I -I-CJ I AHU I. —--------I---------I v ■ I INDICATES FILLED CELL w/ 3000 CJ CJ REQUIRED PSI CONC. GROUT FROM FT. TO BEAM W/ (1) #5 REBAR VERT I 1 - 0" '- " 3'-8" 2'-4" 6'-0" 4'-6" 2'-6" o 9 N PER FIELD CONDITIONS ABOVE SLAB TYP @ ALL PLACES SHOWN HOOKED FTG. i. TOP OF CONC./ PAVER TO BE 4" BELOW FIN. FLR. .3 1/2" I v Er) I DOWELS 5" EMBED W/ 25" EXT. "GRADE SLOPE `n PROVIDE Y2" x 9 Y2' `r (2) #5'S 17 ABOVE SLAB 40 STEEL" RECESS FOR FRT. DOOR ........................ ............... — I H.B4- A L S3 S3 TYP 7-18., 5' 28,. 6' 0„ 2' 9" 5' 2" 5'_1 64" 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. FOUNDATION PLAN MONO — ELEV—B1 NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN W Z W co CONTROL JOINT DETAIL SCALE: 3/4" = V-0" #5 CONTINUOUS "�- REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. ° U.N.O. ""Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" V4 C-- 4 qq Ei-- 11J - U �" M cc C f0 cc y: Ti = cc 3-CU W - r�. � c c D -¢ .'- W 0) �cr•- T a Cc ,E m � a o. r� .'• -� •.� C j _ 0- 4r qpA•� 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 71h Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H W 4 E o 8 O N o N 00 LO N 00 H = VJ � N Q In N �im� W C J 61- W -ico LL U- 0.. Z L 5 p Z _ Y 8 �NO r W %. ��pj°' m w J N Cl) Z Z U W as V M 0 z N 0 0 Z mID z o J Q. C, N f7 z C W �N V 0 fB w ° V 0 L, g N A �Nco W J r _ E I L ' + ¢ 0 o � w M M w¢ o z U- d E O E o� �� ao z® ❑a Uco <o w0 E E � 0 &< a Wz ¢❑ ww yam-. L (6 C �Z m0 O oLL z - N J �a ¢, aW gZ 3 oa go d LL OF W ¢o F_ aw r� CO a�" 0 3 °O 2 L / LO N /�\ cc C9 j r N Y 0 Y f M W coLO /� ¢I 0 N N O r -0 T_ r < Cfl T' E Z o Z Z E M Li a U Q p JOB NO: 22-06475 SCALE : AS NOTED SHEET NO. 6 C+ -o m rn LO L0 E' v c cn LO r- co 0 I N m rn Ln Iv 0 cn� r J LO I LO C� O .G Q C Y 3 C c� 0 a v F-- 0 S C y 0 0 U y V O i U .G L N N I Y 0 O O J C) t�D N 0 0 0- N to O 0 Q m 0 ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft JIND SPEED (ULTIMATE) 140.0 MPH JIND SPEED (ALLOWABLE) 108.4 MPH .XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 46" EXP. 1 (24/16) or 1%32" EXP. 1 (3y6) TILE: 15/32' EXP. 1 03/6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/8' x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 19/32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/z" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. M\ /n\ a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR SYP SPF SYP SPF CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 112" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SIDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 — w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / 26) 10dxl-1/2" HTT5 5795 5/8" ANCH. / 26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SIDS 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" SIDS 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" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS 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/ (2) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F `At/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12 10d SPT24 1090 12-10d HCP2 590 555 12-10d x 1 112" HHCP2 68 1 570 20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+1- 6") *FASTEN EACH (6) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (-). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS w0 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER FX CONT LEDGER) SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-B1 N c� "'4 C14 CL_ d LU W C7 t�.. C_ C= to U to C4 0- Zn 01 wr: n• �� c c as �iliv'w' w `z u CD c co 0 0C3 J ' � c �,P l'4�• `a •J...o f: v 'etF4 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. o E ,Fa V C co N O W N 7 - � M rnnrV° 4 C -I LL W JU_LL. d W n CovM Z � O .2 N <1 (O W O o�� W 05 CP °' m �. ) Z Q M N �p Z W ❑❑ U M z N M O O Q CL- 13 — N M N z 0 LU a 0 ul o In � (16 1— in U W J � cg SSA U 'o y C W ®Q N 01 o o w M z�o z J LL E C r zo _O � zo <N Q oLL a z® oa F— 2 XO 0 z O E N a� Qz o ¢o oa Wz r� L rp z� z OY U m0 o O z Uj —' nm <m ¢w � zo C 3 2 Z U � u w W ao r� o w >� CD � owe z¢ a �r u3 O y LOLOf` QCID V � � r W m LO ¢I O N � N o r T � U") TQ0 i E c O z MM� (0z E Cn a E v ui U � Q p JOB NO: 22-06475 SCALE : AS NOTED SHEET NO. 7 n. I i 'e fps :. ai nivae u II i!r R: �� _ - -- - - - - - 1 ��l �� 1_ .1r.�� :i GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2, Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6, Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10, Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load Applied horizontal load / . O Safe vertical load + Safe horizontal load \— GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F441B/1T8F4016/1T 8RF400B/1T 81`321B/1T FORM & GROUT SOLID CV Q o Lu J U O #5 BAR CONT. 81`12-1 B/1 T O "V" LINTEL DETAIL SCALE = N.T.S. � E I F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY Q 8F16— B/1T U a ro tNOMINAL. QUANTITYOF r WIDTH #5 REBAR AT TOP NOMINAL HEIGHT #SREBAR MIN. D (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL d a 0 n " a #5 REBAR AT TOP d .M.U. UJ a ` n MIN. (1) REQ'D 1-112" CLEAR a e � z n t < GROUT r �O L A to CC W '1 C.M.U. 5 REBAR AT = — cn L j _ e O BOTTOM OF a Lu 0 "*—BOTTOM LINTEL CAVITY 0 V 0 (~n ua�, O REINFORCING PROVIDED IN m L) ¢ aM ? . I LL w n _ p n r 7-5/8"ACTUAL 8" NOMINAL WIDTH LINTEL ¢ _' b 3*.m #5 REBAR AT BOTTC (VARIES) vim) U) � d- Q �. ! AS INDICATED MATERIALS cTf precasfTmtels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump, 5. Concrete masonry units (CMU) per ASTM C90 w1 minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. 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 cementibuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4, THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O 6-10" LL O O 4'-6" LL 4'-6" LL O 6'-3" LL O 6-10" LL OE MIN. 17'-4" LL LINTEL PLAN - ELEV-131 SCALE: %4"=1'-0" s� o ati o W r0 V}-o ro -0.. c u,' y N ca o Cn Cn d ;C7 cc - as rs� y. otr Q as --3. to as a� s� a. cc C _0 W Z 0 WN F� w \f Co {�{� r. sR 'f f_ F To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition, Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E N CD N N =1 LO0 m 1 (p46 rr� N O a C, LL W a ci _J W Z = U a. Y r fco5 >j --.0O 0 C',O W Co z TOMZ d J IL O N Q x Z O C)v cvn W El El r z N th 0 z o J N d r M (fi z v o a J O w g t,n 8 iq (� e— U Ewigm! S £ I� c U) 0 ¢ ® 0 N CA C7 W M M w Z o S Z U- z o z � a o Q Q E V o. W_ z@ XCU o ¢< UO O< O CN ¢ z o ¢ w w L • (6 N Cy _ C z m 0 O OK zr Z aw > � 7 zo V [1 � � LL a w W C)xk <o �_ CD J� >° to =a ar °3� >� J L0 m .—�LOcc Qcc FF-- � T N cr Cn a N M ca LO r- Z� al 004 N O l - LO ��—• Cfl T _ a Z N Z N E M Cn co E a tJ _ Q p � JOB NO: 22-06475 SCALE : AS NOTED SHEET NO. 8 Cm -c m L0 v rr a M N J C> 0 Cl LO 0 cn 0 d f C> I LD LO 14-1 4.1 rn c 3 t� 0 a E FE 2 0 S aci i t� E2 c. 0 U y 0 i U a v I Y i 0 0 a� t� 0 0 0 a 0 a Q m v IF S� NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST 2003 CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING 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 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL) SURFACE ADJACENT TO THE GLASS EXTERIOR, 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRi1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 2. 2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6EMS 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. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS REACTIONS AND REG. BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2,1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2. 2. 1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2,2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3. 2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP 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 L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615/ A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7• WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" 1 z„ Y4„ CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC, TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4,4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7l8" OVER METAL LATH. FIRST 2 LAYERS 318" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS, 4. 5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4. 7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5• WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete overpou and mortar along the foundation perimeter must be removed be ore extenor solitreatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalis. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13, FBC-R R318.1 - A certificate of compliance must be issued to the buildingq department by a licensed pest control company before a certificate of occupancy will a issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y8" 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 l8". 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. C14 d� G. M Wc.i in etr;'o � Q +n N Y C7 d s c s as �•. cc W C 6 an iLa' E, � o u G 1 r Ibc-4 O " •a' ._j� y4. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W v E v8 � N OW N W C �-00 w - N 0 m v a C JU. LI u- u- a 03 NIICIto Z ca am_ i yFEo o cu C',W i ) . .. m w L7 Q q 6 L0 Cl) Z ML a Z N OU < 0 co W ❑❑ CD CD z � M z � n 0 d J N^ z W o (� Ca � U u W o �N U 9 I z� G w � 8 d N rn m CD CD w Mw coQ o Z � U_ E ZD K Z}ZN Q CL 0 ca U wI Q= Z© o0 F- o E O 0 . �¢ 00 � U N ° z <o a E W a= w Ry Cl) CY z U m i O oLL Z gZ g Z o a W N G S o¢ EE 0 ,w C_0 w� 'O o Co V W z¢ d 3 (p J L0rn i� Q ^�^,, L � N r Y T m M LO T QI 0 N 04 C> T T_ LO A 1T` Q Cfl i- ai o z m N M a E o M a o c JOB NO: 22-06475 SCALE : AS NOTED SHEET NO. SN tt3 —L - II THIS DETAIL ONLY REFERS TO THE DIAMOND —MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING 1 EMI �k� 1.L ..'...'....jm''... .. k .........'.. .. .:: : :.k 1.,....,,,1...�,.�..... 16GAx1-1\2" LONG 3/4"-1" CROWN 8'. 1...::.::.:.:... ...:: ( ) STAPLES @ 6" O.C. VERT BETWEEN MAX. I 16GAx1-1/2" LONG (3/4"-1" .... ... STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES r@ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H H C G O 0 0 5'-0" Q = cD STUB -OUT FOR 1 1 _Orr o o i 1 GAS METER 0 o � U 9 N O • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) — 12" OFF —CENTER • ROUGH —IN ELECTRIC TO LEFT (ALWAYS) — 12" OFF —CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'4" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 718" 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 2x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking / 1/8" gap --I FILL CELL STD. 900 HOOK BOND BEAM w STD, 90° CONT. #5 CONT. #5 BAR --, > � HOOK �� BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH OlSolid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @INT. BRG. WALL N.T.S. 1/8" min. 2" min. 2" max }Small gap , • � 4 max. 4 Clinch nails when possible a hi 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 4) Place joists together and nail from each side with 2 rows of 10d nails 4" max. required when indicated or 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. N.T.S. - Under 2nd floor column w/ loads h' h th 15001b SQUASH BLOCKS AT INTERIOR BEARING DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking / 1/8" gap --I FILL CELL STD. 900 HOOK BOND BEAM w STD, 90° CONT. #5 CONT. #5 BAR --, > � HOOK �� BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH OlSolid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @INT. BRG. WALL N.T.S. 1/8" min. 2" min. 2" max }Small gap , • � 4 max. 4 Clinch nails when possible a hi 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 4) Place joists together and nail from each side with 2 rows of 10d nails 4" max. required when indicated or 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. N.T.S. - Under 2nd floor column w/ loads h' h th 15001b SQUASH BLOCKS AT INTERIOR BEARING • � 4 max. 4 Clinch nails when possible a hi 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 4) Place joists together and nail from each side with 2 rows of 10d nails 4" max. required when indicated or 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. N.T.S. - Under 2nd floor column w/ loads h' h th 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack Non -stacking walls over squash=20 blocks and require additional wall or beam below.' consideration. Check local building 11-7171 code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges er an . BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall Use 3" (10d) nails at 6" o.c. Required on interior walls : - for vertical load transfer Load bearing walls when load bearing -for lateral support when joists 110 / meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.' Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET W N.T.S. Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist for each lapped joist. blocking panel *Non -stacking walls 10d nails SECTION @ INT. BRG. WALL require additional consideration. N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) Joist hanger CO ❑ (O 6 A %" ROUND HOLE MAY 6 6 DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1tz" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y" Any 16" joist 12 T-i0'° ,1'-1" T' 0 T 2" .I'-3` T-9- Z-4" Z--11" 3' 7'° 4-2- 4,-9' S'-4' 16 T-C' 1' " T-;Z 1' 2" 1' 7" 2' 6' 3`- ' 3!-10" 4'-g' 5 7" 6-4'° T 2` 20 T-9' '1"" 11-21 1' 2" 91-cr 3 {7 4 �"' 14-10". 5' 11" 6'-11" 7'-11" V-11'" 24 T-9' 1'-1," 1, Z' 1'_3.. 2 37" 4-9t 5`-10" 7" 2- 8!-4" "'--10' ' 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. 1Y" 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. Web Stiffener Fastener Schedule 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. 1Y" 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. Web Stiffener Fastener Schedule Joist BearingLocation Series De th End Intermediate BCI 5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190so 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/(22)' NAILS 1 5/8"D THRU BOLT SIMPSC w/(22)' NAILS 1 R TRUSS OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) =11 I-111-111=1 I — Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM a " SEE PLAN FOR °• a . • ; . • a FOUNDATION INFO 4 ' G STEM FOUNDATION r—GRADE _o�,,,,� eCC Or AM \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist " depth I -JOISTS BUCKETS N.T.S. All. UMMOr- 4 rVU SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. ��® LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" CENTERED @ PIPE PENETRATION d a ' TTilf�i • PLUMBING LINE PVC OR SCH40 SLEEVE i SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLU1F I MBING LINE d d Q a d Z • a. • d 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 7 < C .d d d °' ° da G 1=III=I I I-11 Mi I=1 I I: -T=1II_I d ° ° I=1I1=1II- ' SEE FND. PLN. SIZE & REINF. p a� C5 eas •_ -p m X N N t t/f -l7 p d 112-.4W c 3 � eo r y G� _ �E a� 0 INV �X s F P LO F E S, 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. d' E 0 a W N CO W 0fn = Lo N ,p N r0 tii Q 2 : LL N M S u- C J 52 J LL LL , nµ In Z ctW — : � d Y @C 0 W 7 @ N ti o Z ILO U0) m w co Nz a co N O U U W oa Z N cn — o Z N z � * Q J � N V) M U = 0 [� a--+ (13 N w e O w s Ul Ul — U � W —E O c4 o 2i1 L U u9 ID Q N m I= o CID M h o 0z N E Z o o� o � Z N Q� Q p E u � z® H r0 a= Xo 0o 0 — E O aF o oz a z N ru L a Zo ¢ .92 (6 C o -, z Y U m F O O Z _ U m Qz W d o< 3u W a U �0 �- � _ �3 _� o w W ;o J a J LO LO rn cc Q cc 0 � CID CV co _J I T Y T - m m LO ¢� O N o M LO r- to r— hi E _ 'A` o z z � . E N T c c U d J Q 0 JOB NO: 22-06475 SCALE : AS NOTED SHEET NO. SN 1 a� a 11 III 1 __I_1 _ _1_ 1 :III'.. 19 P il:rll4:'1 I11111:9'I'I:"IIIIFlI tIff,.I"1111111 II :''I'III" III' II'I'II III II''7!' 11141 I'II! 1 1 1 m LO In >v 0 L0 0 I m LO 0 0 .a N LO 0 I L0 L0 3 H Q N 0 i a Nv N 0 S v N O �I .o i U i z rn Cl- Y i 0 0 0 J a) ti CAD 0 0 0 to CD 0 V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 114" DIA. X 31/4" TAPCONS @ 24" O/C & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE _E COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 Q, w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER D ° SHINGLE ROOF, SHINGLES TO ° ' BE IN ACCORDANCE w/ ASTM ELI=1 11=��I m . I i—L—III—I Lip, �I D7158-CLASS G or H, or ASTM 11=1 I III= I —I ; ♦ I I I=III=1-1' D3161-CLASS F, IN- 12 ACCORDANCE w/ TABLE (TYP.) R905.2.6.1, FLORIDA BUILDING '-1 i I Ell I I I IIII III=I I' VARIES CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE INSULA ION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" k S3 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL) 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. 1x4 P.T. BASE NAILER 3 1/4" BASEBOARD MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER MUNICIPALITY. CONCRETE SLAB W/ 6X6 W1.4XW1.4 WWF OR ^FIBERMESH" C E CV ° D M- D 6 MIL VAPOR D BARRIER ; 4 COMP. SOIL. ° (COMPACTED TO 95%� MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'-4" (1 STORY) U.N.O. N O CHAIRS TYP. 41' 1'-8" (2 STORY) U TYPICAL WALL SECTION SCALE: 3/4" = V-0" ALUMINUM DRIP EDGE ALUMINUM FASCIA \12'N .J 2x SUB FASCIA EE STRUCTURAL SOFFIT SHEET SS 8,x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN - FOR LOCATIONS) 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL AT GARAGE CONTRACTOR TO CUT BLOCK OR POUR CURB DUE TO SLOPE a NOTE:EXTEND DECO FINISH 4" to 6" BELOW GRADE 00 z CV T I� STD. 90 NOOK (SEE DETAIL) rT� S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' O.H.D. RECESS PAVERS % z SEE A/S3 OR J/S6- -1 11 I I yF1I I I 11 I I Ir FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS rjT� SEE TYP. WALL SECTION FOR SCALE: N.T.S. Q3 ADDITIONAL INFORMATION. LOAD BEARING OR --- EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS TYP. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY e NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) - S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL - EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'4' (ALT: 1/2"x12" TITEN HD @ 24" A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2"- ELEV. -0'-31/2" z �31/2"MIN. A.F.F. p N00 D (1 rr rrr P TRUSS BOTTOM CHORD OR 2x4 #2 SPF STRENGTH _� 1(O TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O .) (OR / GYP. TYPE X @ Y8" BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM GARAGE EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"x12" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 INCLUDE THE WALL / 2" 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ATTACHMENTS WWF OR FIBERMESH ) Q ° 6q:�1/2 "(min.)- 4"1 1-I I '` ' 31/2"(min.) - I - TN'T7 (2) #5 C- 1-111 I ' (2) #5 CONT. -I i ~ 41, 4 1-4 8 U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL a@ STEP rCC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 OS��uRE 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" 0/C 10 �MUo s INSULATION PER FBC AND ENERGY coN N 8" C.M.U. FORM SUBMITTED WITH PERMIT \ 1"x P.T. STUD 2x BLOCKINGIHORIZONTALLY@ APPLICATION NOTE: INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL 10'-0" (R302.11) ADDITIONAL INFORMATION N LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"° x 10" "J" BOLT 24" O/C W/ 2"°X 3/16" METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH, CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL SIMPSON SP1 w/ (10) 5/8"x6" "J" BOLTS BOLT @ 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS @ 24" O.C. VERT, OR PLATE WASHER TYPICAL 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 wl (10) 10d NAILS @ EA. STUD 2x P.T. PLATE r (6)1/4 x31/4 TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED GRADE M.I 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH � Cv �- D D' T _ .p M I —_ _ D. 2X PT PLATE WEEP SCREED INSTALLED PER MFR INSTRUCTIONS Z FINISH GRADE °O AL 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING BAR #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE GRADE40 MIN. Fy=40ksi [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] a o � a U) SPACE ANCHOR BOLTS 6" MAX FROM END OF 2" x PLATE LD a • < wcjj ,' ° °O LLJ 6 MIL VAPOR BARRIER -� ; ° I— - - R 1 7/8" � =1 1 III III -I ; I I I _ �= _ z #5 REINFORCING BAR li 1i=1!I I11= z D —I 11� r II I _ — — #5 LAP SPLICE D '� c � C -=� 1 1 III, _— i II • CV it -III it '11— D 1 i • COMP. SOIL. (COMPACTED TO -I _ r 95% MODIFIED PROCTOR ASTM I— L 1 ;Ti l l l =III = u ! �,_ l l l !-1! _, _ D1557) ;i -1 4" 114" I Ili__Ij1 1,1 =III III— ill ili=1l' ?II !11.=-jll �-III FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP, WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.} 4"---, ° Wit• GRADE 00 — _ —_ — —_ • ° _—III III III—III 11 (1) #5 REBAR w/ OPT. ' 1=1 11=1 I I -III- 11= 11=1 11= 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS •—III I I � i 1,=�I— ' :...: • �.: ��. `_ .-1=I I �- I I—T . -r �- �11ill'"' II101 SEE A/S3 0R J/S6--,- II IIiI, , I1111, FOR REINF. INFO. L 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. \I ALL SECTION FOR SCALE: N.T.S. 1, S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. 2,. HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEAMM A : INTERIOR CONCRETE NAILS W 1 1/2' J EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE S 0? E: co 6 MIL VAPOR BARRIER 36" MIN. LAP [36" MIN. LAP] 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN FOR TRUSS AT 24" O.C. MAX. SEE PLAN FOR Ah x x CONNECTION INFO TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL r BEAM SIZE & CONNECTION INFO I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE j w SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o W CONNECTION INFO. 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL AT 8" O.C. ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS INSULATION PER CHART z SQUARE CMU BLOCK BASE, ON FLOOR PLAN w - SIZE VARIES PER PLAN CONT. BEAD SEALANT ¢ > w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 r o W SIZE AND REINFORCEMENT) WWF OR FIBERMESH C, 0'-0"FIN. FLR.� L BRICK PAVERS or SLAB PER COMMUNITY SPECS ° ° II - -r*I jj=M T1-111=III=� Ir 1 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=1'-0" S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N �: WWF OR FIBERMESH D. 'j � j TI I1 'I 1_ O �m � ��! I Ir r (2) #5 CONT. —11 ITL'I I I, , , I IE Will-. ON 3" CHAIRS 8" 1'-4" 8" (TYP.) TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FWWF OR FIBERMESH SEE A/S3/J/S6 -J 1�1" FOR REINF. INFO. OPTION •#1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS Cry S.G.D. M SCALE:3/4"=1'-0" \, S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD _ CONT. FOOTING STEEL MAT REINFORCING. r ' M 00 _ R_ADE_ w Z wL.i'I.-! !! w f- a w w —i -Ili z O=I • G • (I11 1-111i1 lli co M —I1 i j _I11 1 < _11! I. ( l . —' —' FOOTING 1 I=I 1 I- - -I I BEYOND PAD REINFORCEMENT - '' 1=-III (SEE SCHEDULE) 3"MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 C � 0 'w 7 o a� o d •.a o � .a c E o c •.,.=. � �.`0 V` Ear S �1 n.- U"o �• Yf. ta. 0 a s GrrF(fl i4izE`��.lY�ya 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. vCO ® . 05 N ♦� 1� , J Q N 0� ry N M J C J W �LLW d Z 0 -6 LLI 1U CE C: r 1 :5 E 0 0) m W IL IL L M Z J J ZN U v O W ❑❑ Z N o z Z n Q J _ r CJ o �-J c6 W M U O U !— J E = t 8 U 'o m c U) Q ° �Q N � I� r_ C�o M z w z od- E o wo o >9 ¢ o E 0 w� z z® oa i (6 00 — CIL O Nao �¢ ap o O az W �� <oW • C _ H o z LL z QW z cn N > L d � oM< OLL� Z0 a z NW ?f < Qo oii x r- �W o ,z01 v 0zla ,o ° 3 O 2 > (0 J LOLO 00 � L � co N M Y � Y r Im m LO al N O r-- N T M Y1ID r— C47 T E w r O Z Z co rn (n W = a E U °� w ¢ o JOB NO: 22-06475 SCALE : AS NOTED SHEET NO. S3 (MONO) ___.. 1111 1 1 L I I I 'IRfl 1 II I111. I kq141j111P flip, .1MITF11111111 1P111111P: I W11 111 11 ll I' I 1 11 1 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) - 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WALL 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 HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3)1Old TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD = _ SIMPSON SP1 W/(10) 10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE OOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) IE= 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK �� KNEE WALL ABOVE MASONRY WALL DETAIL / I- \ SCALE: N.T.S 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 ZSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 _ 7 5/81, 8" 7 5/8" 8" 7 5/81, 8" 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S� SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J e g1 STD.90°HOOK 8 LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION LIE NOTES: 1� FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 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 LE WIDTH OF OPENING VARIES 4 FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9112"PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL �� \\�\\ \ r W FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a SCALE: N.T.S. POURED CONCRETE BASE FOR BOTTOM OF MOUNTING Bl BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR, SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. T�l sFF �Ao'� 'V 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING --- VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP 'a iARAGE IOOR vvvn I nn.r� W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK rK SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) 1 (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 �-- (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 OR SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24v If " O.C. i 12 SEE ELEV. Z!P7` SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD 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 (T ) v O/C FIELD ? a 2x TOP PLATE V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _= CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) ^y /8"x10" "J' BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2 P SIMPSON SP4 �01 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 • SPLICE NAILS TOTAL) EA. SIDE OF . ' 4&, SPLICE STAGGERED N. r (M J C; 1 Od @ 8" O/C ATTACH ALL f EXTERIOR STUDS W/ 1A I 16d TOENAILS TOY6PPLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'4' LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. F= 2240 LBS J SIMPSON C SIMPSON SP4 SP2 \-NAILED INTO TRANSOM TRANSOM FRAMING FRAMING C P.T. SEE SECTION AA/S1 -ATE AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC /� / LINTEL SP4 SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 2X TOP PLATE OVERLAPPING `10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) > (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. t & NUT DXIED A.T.R. I&NUT ROOF TRUSS ABOVE /— 2X BLOCKING I I 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) SP4 SP2 SIMPSON C SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON r SIMPSON SP4 SP4 G 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX, (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCKW/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ Z-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 01 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR� SCALE: N.T.S. I a C%4 a� d Q � m>e Cc® d m o = 4 C v 2— cc sa N C A- L CD -��i@,;III{.161�6PdP `� �'" O VIA ° � > �! e N - . �.. L ee{o� ;` To the best of the Enginee 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. . mmmk a 0 8 V G O N _ 0 (D 0 QN _ M V � L cc —I l J LL LL a — o a 4 L c W N �0 o Z CO m Z G Z N OU < W O❑ a M cq z N c- 8 z o� N N z Q) 0 0 — +-+ 0_*Ln g O W 8 �y N c� E — z I',.. S t � c ¢ N � ® 0 � III o w z� o Z � J E Q 0 U a � 0 a w F4— n3 O R . a< 0 O 0 °< N B ¢z wo mz ww �� m 4 z y rwm- O zLL z� LNN7�Z N 3 < °. SO U W Q 3 U K� Qo a �w 21 oz _ w� =3 >° o z6 a �U �S CD J LO LO N 2 Q c� L VJ m T ¢IC14 0) N O N LO E o z z M 0 a E U _j Q p JOB NO : 22-06475 SCALE : AS NOTED SHEET NO. S4 -1 1 1 II_A11 m r L0 L0 lu - 0 N 0 J n m r Ln v rn 0 J L0 'd O I A LO LO O V) 0 3- o, a 0 a E CiV E 0 2 `v v i O V U y a i V i a I Y 0 0 ;a v t�.. N N co U 0 a 0 0 S V; 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS-\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS -� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS, (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 1 45'± / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR „ SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS)-\\ MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX I" IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, NAILING SCHEDULE FOR SHEATHING IF >9" SEE 1O/S5 DETAIL APPROX. 8 FROM @ 8'-0" O/C. EXTEND AT LEAST 90% OF , `- DOUBLE TOP PLATE 2"x4" CROSS BRACE RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 GROSS BRACE WEB LENGTH &NOTCH AT 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM EACH JOINT W/ (3) 10d & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EA. END @ 48" O.C. •• LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d EACH JOINT w/ (3)10d & (2) 10d TOE NAILS EA. END �p EACH JOINT w/ (3) 10d & (2)10d TOE AT LEAST 90% OF WEB LENGTH (SEE TABLE) 2x8 P.T. SILL GABLE TRUSS EACH JOINT w/ (3)1 Od & (2)10d TOE NAILS @ EA. FROM LEDGER TO 2x FRAME WALL SEE WALL ( NAILS @ EA. END GABLE TRUSS 1/2 CDX PLYWOOD OR END BLOCKING ' 7/16" OSB SHEATHING SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS K �� 1/2 CDX PLYWOOD OR 7/16 @ 48" 0/C FOR THE (2)16d 7/16" OSB SHEATHING NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" 10dX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6 O.C. AND 12 O.C. FIELD END TYP. TOP & BOTTOM ATTACHED O.C. FIELD THROUGH CHORD SLOPE OF ADJACENT SCISSOR TRUSS ) EDGES AND 12" O.C. FIELD W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, INTO 2"x6" P.T. PLATE 2"x6" P.T. SILL 2x4 PANEL BLOCKING @ 48" O.C. FOR NOTCH "L" BRACE HERE ,(2)16dNAILS 2x BLOCKING I BLOCKING FASTEN WITH FASTEN WITH 10dx3" @ 4" O/C SPACED FASTEN WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" 0/C @ O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" 4" O/C @ TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT @ 32" O.G. MINIMUM 6" FROM O C MAX /MIN 4" EMBEDMENT IN KO BLOCK SIMPSON SP2 w/ (12)10d 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB 5 DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAILK 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) w MOISTURE BARRIER ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE -� FASTENED WITH NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH SLOPE OF ADJACENT TRUSS) STUD WALL SEE TYP. SEC. ( ) (3) 16d PER SIDE STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 SECTION 3 SECTION 4 SCISSOR GABLE 'IT" BRACE WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. ��5� SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, ON SHEET S5 FOR IF >9" SEE 10lS5 X-BRACING, AND TOP N r M M SEE STRUCTURAL CHORD BLOCKING N ;0 NOTES AND NAILING INFORMATION `° 1" SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 ' 1/ (2) 16d NAILS WOOD TRUSSES `° _ 00 _ 00 2"x4" CROSS BRACE APPROX, 8" FROM 2x4 RAT RUN BRACING „ RIDGE FASTENED AT "L" BRACE TO EXTEND AT 24" O.C. TOP AT 24 EACH JOINT w/ (3) AT LEAST 90% OF WEB -- -- CHORD FOR 4 TRUSS SPANS 10d & (2)10d TOE NAILS @ EA. END LENGTH (SEE TABLE) GABLE TRUSS ATTACHED W/ 2 -16d 1/2" CDX PLYWOOD OR 7/16" • AT EA. TRUSS JOINT �� (2) 2 x 4" LAMINATIONS W/ (1) ROW �� ,� (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OSB SHEATHING ATTACHED SIMPSON HGAMI OKTA OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS HE FIRSTO (2)16d NAILS 10d NAILS @ 6" O.C. W/ 2x4 BLOCKING @ 24"W! (D = 0.148", L = 3') OR EQUAL (D = 0.207 , L = 4 1/2') OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (I ROWS OF E ES AND 12" O.C. FIELD O/C w/ (2)16d TRUSSES FROM EA. (4) 1/4"x1 1/2" SIDS TOENAILS @ EA. END NOTES: END TYP. TOP & JACK TRUSS SCREWS 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 SEE PLAN FOR TO BLOCKING & (4) MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS CONNECTION 1/4"x2 3/4" TITEN TO CMU ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 "T" ON TOP OF PANEL BLOCKING FASTEN WITH 2x4 BLOCKING W/ . EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1Odx3" @ 4" O/C (2)12d TOENAILS NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION rg ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. �S5 11NIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL) (2)16d NA (2)16d PER JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. �SEE EMM/S5 CROSS BRACING DETAIL J 1 SCALE: N.T.S. SH SCHEDULE ,TTACHMENT SYP BLK'G @ 16" O.0 I x 0.131" AILS EA. SIDE . 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. � S5 j d d a ,a it--- ----�.,--� -ail-- - CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP 'MINIMUM (2)16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rm� SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) • EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE — (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"xY SDS SCREWS TO PLATES (TYP.) I— GABLE TRUSS _%,' V IV 1 . 6CHr111YU GABLE END BRACING DETAIL SCALE:314"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. �Go 9C� 0 cr CORNERJACK C7 Y � Q w z X 0 U HIP FRAMING REFERENCE PLAN z w \-BRACING w/ (3)1Od x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER -BOND BEAM MASONRY WALL ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2)'7" 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 rL_'N� 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S51 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. MMI, M 1 ��1 1 mmm AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACINGDETAIL SCALE: N.T.S. IS 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC 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 d C%A 7 W �..� e� eh CYO T,U�a. CA,Mo� iR -p N 470 wQ Q N N � 3 , w as f4 U 61t o �FtO W N s a� P� : S E • '•• �CZ •; �b y 0FESSSCI` 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 F o E a $ si � 0 m a, N W N LL 0 Q C J W LL_ q� coLL LL IL m'M- Iti} i r ma t 0 W �ON� m co 0 LO M Z Q % IL 0 04 O U o Z W O❑ co aN O d- N n N a � o LL C� W � y U 0 O� W S (N c U - _ E L •j U o y o CD W M co5 nz o Z U_ IE O zo �� wi 1E Zo �® pa (B V 'd ca iO UO S H �= w L VONJ fa6i F1OYzC W<U<� m, p 0) � Z aw z ao Q Z. U ao w� >° o co et z¢ a F 003 O = E2 C-0 J LO o, Q CID 0 ^LO ^,, i j r N m m LO ¢1 04 0 04 O r ` T ,�^ P� �1J �- < cfl r m o z z y E M Co E JOB NO: 22-06475 SCALE : AS NOTED SHEET NO. S5 I"114lI 11 'I �IAI IIV III '1"I' lull fl I ril l'Illl I1' I I I IIII 'I' I I I' I ' N 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL 1x4 1/2" DRYWALL DOOR JAMB (REFER DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. f ' APPROVAL FOR CONN. ' i`% i ;/� ' 1x4 ' 1 X 4 1x4 P.T. 3/16" 0 X 3" LONG ; % FURRING FURRING 3-1/4" LONG X 3/16" / FURRING TAPCONS '' (2) ROWS 3/16 x 3-1/2 TAPCON. INTO STAGGERED 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ @ 1x8 P.T. FROM EACH END w/ MIN. 1X8 O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH M 1-1/2" DETAIL 1x8 w/ (2) ROWS 8d NALS " 1x44 PP.T..T. & THROUGH & 1x8 P.T. STAGGERED @ 12" O.C. 3 DETAIL 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT O.C. & 4" FROM DOORJAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. %%;,%'� 2x8 P.T. w/ (2) ROWS 3116" x 3-1/2" TAPCON @ 16" 17 APPROVAL FOR CONN. ,, j /,//; 2 ROWS 3/16" x 3-1f2" i; /� 1x4 O / / O.C. & 4 FROM EACH FURRINI TAPCON @ 16" O.C. & / END w/ MIN. 2" EDGE DIST. 5 4" FROM EACH END wf L 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 1 Odx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @12"0.C. 3-1/4" DETAIL BUILDOUT @w OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A DIAGONAL (4) 10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)1Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 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 T�_ SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG, PER INSTALLATION DETAILS 1/4" MAX IISOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK — 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. 411/4" MAX EMBEDMENT INTO ) 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END — PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON TI 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7f16" 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. SS SECTION A -A 8" 1/4" x 31/4" TAPCONS —LEAVE A CUTOUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)1 Od NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX, RAD. SECTION B-B 8" 19 PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. 8 #5 REB, (TYP,) STD. 90' FILL SOLID (' HOOKV/ BOTH CELLS VL:Jlll:- jj NOTCH WEB AT rJn FIRST 2 COURSI UPLIFTCAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"xi 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD / SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS i s JACK TRUSS PROVIDED BY—/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. � 4'-0" MAX SEE PLAN IV 2X4 SYP #2 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP, DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL, D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCKAFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH, DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT PRESS PANEL REINFORCING INTO PLACE. „ 6 MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. IF TRUSSES USED) W/ (2) #6 X 4'Y2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 3 1/2" TAPCONS AT 16" A.C. SECTION @ ENTRY L SCALE: 3/4" =1'-0° SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION #5 CONT, TOP & MID OCCURS WITH MIN. 3" COVER 6-0" D _ I_ �T I -1TIT • D ° p � }-�1T�I�T�f, f��-11►- �i—III—I D —Ilr � GRADE °, M D _z \' r \ ° D (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY .00 SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" =1'-0" '— FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION ® DO NOT DO THIS ® 2"x BOT. PLATE W/ (2)10d @ 6" O.C. #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ! ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" ,R ® ' AND NAILED W/ Sd COMMON @ 6" O.EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED `STD. 90° HOOK 2x BAND JOIST W/ FACE NAIL 10d (TYP.) l-40 @TOP & BTTM CHORD, AND (8) YP.) FACE NAILS 10d @ TRUSS VERT. HI WEB — METAL SEAT PLATE 71::71 T NOTE: 0 LAP SHEATHING TO 1%, ® � BOTTOM OF BAND JOIST TYPICAL. ; do I SIMPSON HGAMIOKTA @ 12" O.C. w/ (4)1/41 1/2" SIDS SCREWS I +2�� NOTC F� @ FIRST COURSE ` ` INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK E _- F- S ® i FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRIG WALL TYPE PER PLAN F CHANNEL, --_� FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) 2x SUB FASCIA • ALUM DRIP EDGE • ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (") 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE SF01 STRUCTURAL SOFFIT SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* �x TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL- SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H, UP TO Z-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" OM. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING —BLOCKING AS + REQUIRED TO +� SUPPORT SOFFIT CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-00') SECTION @ ROOF EXTENSION rM SCALE: 3/4"= V-0" SS CFF -qNFFT n9 ANn SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6 EMBEDMENT F 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: Sr-r - r FILL 1st4 COURSES SOLID W/GROUT ° a FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ° •° OVERHAN4. 4� 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'-0" 514" fIR'3i °A. IIft Y, ° • • ? .. #5 BAR V 10 ° A CENTERED W/ g o ° °► 9 H ° IN TOP o n •' • a ' KNOCKOUT / N CHAIR BLOCK IIJ -Ilk A I I MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS -I _ CLEAN FILL .> • • ° DIRT Z °• ° STANDARD o #5 BAR IN o 90 HOOK i4 FILLED CELL, , STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC DNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO a EXISTING FOOTING (2) #5x6 IN CONC. U) N FILLED CELL DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY O 4" SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. N c% C W O t4 V N m d =_Ca ", N a°� w a Rom' E.- o v 1§t�I '7I®rr�` /* U � Sy`0�� °x 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. LU �E ® O N O N N � J u. W J W LL (L —a a Y 2� m j Leo 0 N O U) W CP M z - ZY Z Q J O N U g o ❑E3 co N M o g Co � N =e $ - N M V) a 0 s � U 0 w o N - co ca w < Q0 W M < LL E 20 os >N <� C, ® L7 O Z oa (U F-- C O¢ 00 U Q< O E N ao ¢p aZ �w a? i z ' 0 C� C ^ oY Nm 0" Z in � aw 1Z Z U L2 w� a yw w >° o tD a LOm L0 <C Fes— �-- U) N m LO T � 0) I o O N T LO �--• Cfl T E _ O z z E M N m E0 m co a U J Q 0J JOB NO: 22-06475 SCALE : AS NOTED SHEET NO. SS -- -- d- _11 t I I 1- I_ ' I I I II Plil 1L m Ln 0 If .o r, N J 9 0 t m 0 cn 0 .a M J 0 I LO 0 t Q 0 0 li t° 4) E v` C J y ti _E O vl M z ga 0 i U .G i co t i c 0 0 0 45 0 a N 0 4 m CROSS BRACING DETAIL (TYP.) SCALE: NTS TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY B FRAMED RIDGE MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS Vvl G-IVu `W Lnt/I r I I\VVV vv L-L., TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH �3 TB PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� �LWOOD TRUSS --j A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE �= M0 • - 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALLr7 SCALE: NTS DIAGONAL - AT 8'-0" MAX TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �'A TRUSS G.T. ---- — ADD 2X4 ALONGSIDE — TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT—/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING SCALE: NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES ROOF SHEATHING ATTACHED PER 2X4 #2 SPF BRACING @ NAILING SCHEDULE 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS FSPFTEOP INFORMATION. BOTTOM CHORD VARIES SEE PLAN FOR WALL LOCATION �— MIN. 2X4 #2 SPF STUDS @ If 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO OL SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2X4 #2 SYP P.T. PLATE W/ 1 /2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE p 16" O.C. MAX. INFO. ° SECTION @ ENTRY r8 SCALE: NTS N"j SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( (2) 2x8 #2 SYP wf O.S.B. FLITCH Pt TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 114" TITENS EACH TIE BEAM BEAM aC� RAISED ENTRY 2 MASONRY WALL r4 SCALE: NTS SIMPSON HUC410 w/ (14) L.SEE PLAN L. FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE 71/ INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7l16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SCHEDULE/PLANINDICATED ON M OPTION B CONNECTION IN OPTION C COMMON BM. TO POST ATTACHMENT �a� SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER G SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. 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 a@ FLOOR CONNECTION 22 SCALE:NTS SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. 1� 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM fBM. SPLICE OVER CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. `—• MASONRY WALL BELOW: SIMPSON °°. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN —::a (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS Q COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rj_2� SCALE: NTS EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL a@ ENTRY FRONT WALL SCALE: NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3)10d ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8) 10d NAILS —' OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE:NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/� L (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: NTS DETAILS &SECTIONS 0 �.e iV y W o N'.. f0 C-' ►.. N 21. � a� = E �+ co J a✓ Oo 1. r� x� a �tya 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 8 E 4 O N O 5 � C: 0 g� of rn�� Z� . � y uiMw v LL w J LL w o _ w o Z m qrn rya W o@Ncn Z � co z Q J ILW 0�6jO� m w /R N -� OU o Z W ❑❑ z N M N 0 Z � N v� � o N N N zCzCD o a--J U 0 w �N (U di z�W I von c M ¢ 0 N I� ti o w co M n ¢ o� Z ® a E ZZ Za 14 ® mo co oQ 00 0K O E N ao ¢ o aZ W. K Cy U ym oz Z J Q° QW �z N oa z go a W W U ao aLL �3 J� _� W O Omi a �U cY ZI< 0 = �( J LOm LO co Qco (3) Fes- � (10 T N � Y T m m LN r- Qi aj-+ N a) N r T �Q r C0 T E z z E Mcc FL o a; v _j a o C JOB NO: 22-06475 SCALE: AS NOTED SHEET NO. D1 I. I I _ I.II l_ I I THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 318" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF ' ° ' MASONRY WINDOW BUCK e 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6 TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V' SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure 1 resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape S DO NO' BOTTO FI nnlni SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as f in each detail that corresponds to the numbered items in the list o Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary WEATHER ✓E BARRIER & tARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING (SEE DETAIL WP07) ED FLASHING E0 4SHING WEATHER RESISTIVE BARRIER SELF-ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING v 1 Q 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK 1 L(lVl IIIYV rL/1V1 IIIVV 2 SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN s► OPE__-- V-4" PFR PLAN SHOWER SEAT SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER Z 0- w d w o w w 0 DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope, The exterior wall envelope shall - 3/4"-1" BEAD OF CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER EXTERIOR water within the wall assembly b providing a water-resistant barrier behind the exterior cladding as required b Section R703.2 and a means PROOF CAULKING CEMT. FIN. y y p g g q y SELF -ADHERED FLASHING / BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR 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 RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and i building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 11` 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 2 Q 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 O CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT -IS INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to 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 SELF -ADHERED FLASHING, R(BFORE FOLDING. SCORE ELEASE PAPER TO EXPOSE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 8" VERTICALLY FROM ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall ^ finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 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. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. ' INSIDE CORNER i 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.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7. 7.At built-in gutters. :LF-ADHERED FLASHING TCH ,HERED FLASHING 1 2 4 5 FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE .-1v II I eta PLASTER STOP THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. CONTINUOUS BACKER ROD & SEALANT DRIP SCREED PLASTIC ACCESSORY A SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH -l^� PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS kSTER STOP A NTINUOUS BACKER ROD EALANT MENTITIOUS FINISH FRAMING SHEATHING ANE WRB WRB THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal . lathe in accordance ' with ASTMC1063 Building Paper 7/16" O.S.B. sheathing .: Metal / Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all > W (� « o m x ce- -N',. M C7 � Q� _ N y C G i r N X 5=-CC w > c co _ C- � E W P a N N c� N 0 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 the structural engineering portions of the drawing pages bearing Engineers signature and seal. M W v E Q N � � m � Nco N �6 C J 1+- W 0 L lU 0 W Z un o in�Qj°' 2 N coQ J a < O U U _ W V M = N M 0 0 Z o Q J - U) v1 z M a Cl� LL (� w O w o cn �Ln r r'n (� w - lli p I Q N 0 W CO co �2 O i z � LL E �� zR 1? 8 h Mo o a V 0 (d I- _ E 0 R U as o DU o¢ az =o L . Y mo Ott Z - a 0m <w J <w 1z o¢ a0 �w Y 2 X0LL O to5 a� ° O M f/1 LnIT .-- Imo- L J N N N J r r to � N CO m Ln � T ¢I N N O r I Ln ((.0 a; E E o Z fE z E M M a U 0 Q J JOB NO : 22-06475 SCALE : AS NOTED SHEET NO. WP Mounting Brackets 110 G +11.2° x+1l2" x2-12" Tr Sant Cross Support (May be cut tDt W See Anchor Schedule I `' :_`,. Rig ht Bracket (16 Gauge) 1 IiI C?ia, A325 Galv moam 7 #14 Seli-Dril ling Screws 1 o-5ril ' AX Unit Bottom Edge Hurrlc'ane Sip (TV0 It 31n frcrl Washers "`-�-- Front Crass Support Self- kirl Ntuts (May becutto Wl Left Bracket16� Gall �" ( l 0i45elf-E9riii Screws ThtuBrackets 6ackCri Support Into Alit Unit $€utorl? Side (Typical! 3 each side for hurricane use?) r INSTALLATION i l 1 -*illLLlaia6H43p4p ineari hisses .am rMr3ylr'li %" CJFII C'isEc iTacc l Ridsaul )13raaalagm%i It uponttquex Florida Department of Business 4 Profassionai Regulation Building Codes and Standards - Product Approval Application Detail Pee i cr i 1211 Wo21.. i Entity or gale beta Data Paul Data Mu. .Version. Manufacrurer Gaines[ Encloser&Lldanse Valldand ev Validated!. Submitted PBC Puoroval Aonroved Wig", Affirmation 2020 Smart Vent Profi:cle,lx, Michael Gainem HermesF NrerOP.E Lacks Bel P.E. 12J1812020 12+182020 IM&2020 Approved Category: SWUur4l Comporl (677)441-83R PE-73778 (334)300-1890 subCategaM Products lliroducedasa ResUltof Info@smadvaril New Technology Compllanee "he& Evaluation Report from I, Flaids Ragistored Archect itare Licensed Florida Professlonal Engineer Quality Assurance AasowelforUse o"d for UseDeal Al1nr Impact Ilea PrDduet Medal. Number or all Product Dr ... la n camracl �xatratlar Data H outside to assistant Finiaufe.. 1 &narVantMotlel#1540- 10 Dual Funcllm Fleodand VingUation Vent 12/312023 Yes Yes NIA -1001100 2 SmedVeni Modvl#1:54011 Dual Fundlen Flood and Ventilation Vent i2/31li2i Yes Yes NIA t100t100. $ Smadvem Model#4540.520 Insulated Flood Vent IM,11(2023 Yes Yes NIA -14DF 100' 4 SrrmrtVent dal 1540.521 Mo #. hsulated Flood. nt V, 12t312023 a' Yes Y s e N p4 t1006100 5 SmanYYant Mode:#1840i 1fi&quQ Gal Dmr Flood Visit 12f31f1023 Ye;; Yes NIA NIA 6 Smari Madel#154P570 Wood Wall Insulated Flood Vert 12/3112023 Yes Yea NIA •100PD0 7 OmanVent Motlei (t,1540=574 14 8&quek Gatage Doa Flood Vent 1211 Yas Yas N/A NIA Florida Department of Business & Professional Regulation Paget or Building Codesand Standards ln4riozl Product Approval Application Detail Qft EmtN of � Ilse Data Pending Dole yenlon Ptanufattunr Contact Ermines&Lames Validated dBr Validated SubnAtted FBC Ana l g $Nu, Revision 2020 Drexel Metals. Inc., ,Jason ShUnrato Zachary R. P4ed Looks Sol P.E. callo8/09t2D20 08/2902020. 101132020 Approved Calll Floating Mozl303 1511 PE 74021 (334) 300-1800 auK%OGag7 Metal Roorng Ishumets0drexmat:gom Canplance MeihGd: Evaluation Rep d, from a Florida Registered Arn,lul or. Lkdensadnonda Professl... I EiMneer OuahtvAssurence Approved for Use Aonro,"i Use Impact Design si Protluef ModN. Numill or Name Product Deseripulan Celdreet. C.Dlretlal Dana In Hill warlde Ill ngFlstard Pressure 1 oraxef Metal Roafing Syslemz DMC IWNS,. DMC 15056, DMG 175& DMC ZG6S, 12(3112025 Yes No NtA +01_t80 Di 5V Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2 014 1/252022 Cede. ,Entity or, Q l Date Pending d2= Type Version Manufacturer Contact Engineer&License Validated By Validated SUbm lbed FBCAooroval Approved Status Revision 2020 Therma-TrdCorporation Stave Jasperson Lyndon F. Sotimiet, P.E. Ryan J. King, P.E. 041152021 127312020 04r22+2021 06108l2021 Approved Category: Exterior Doors (800) 843-7620 PE-434M (813) 767-6555 SUIsCateggry: Swinging Exterior Door Assemblies J_P.'o @o ihermatru:co compliance Method: Evaluation Reportfroma m Florlda Registered Architectora Licensed Florida Professional Engineer Flfl1646•B.RS Pi:eGucts-, Quality Assurance AporoAdfortlsa Approyegfor Use. Impact. Design aoi4,9•� ProductMotlel. Number or Name Product DiesgrluUgn Cgntract ExDiratlan Date -In NVHZ Outside hil Resistant pressure 1 s. Thenrla-Tru Fiber-Classicand Smooth -Star .Nominal 691 i3quatlnlpact&quot Opaque 1213112022 No Year Yes N!A Composite Edge Fiberglass Single Door (Insvlr%g Outsvel X eonfiguration) 2 p. Thermal Finer-Class)c and Shred- Sac Nominal 613,439;8 &quottnpact&l Opaque 12131/2022 No Yes Yes WA ComposReEdge "Iterglass:Sngle Doorwith' Sdelte(s) (Insvnn2ioviswkng; XO OXor OXO configurations) 3 a Therms-Tru Fiber -Classic ands -Star mco111 Nominal B&# 96 not aa& u Opaque 3. 8q IsP q at IorW 12131/2022 No Yes Y es WA Composite Edge Fiberglass Double Door oath of wnhoutSldelites (ImswinglOutahMng; XXcr OMb -oonrlguratlons) 4 d. Then •Tru Fib r Cla sic and Smo th,Star Thermal e s o in 8& 390 u i ac u k Opaque Nominal # &q of rr1p t&q e Op. q 1 )31 = 2 J2 No Yea Yes v a Nf A Composite Edge Fiberglass:$mgle Door :(Inswinglbut6wing Xmnfigurabon) 5 e. Therma•Tru Ftber-Clil and:Smooth•Star Nominal B&p39i&4uotl"pactal Opaque 12n12022 No Yes Yes WA 6 f: Therma-Tru Fiber -Clash and Smooth -Star Nominal S$p39,0 &quotimpact&quot, Opaque 12131(2022 No Yea Yes WA Composite Edge Flberglass Double Door Wth or without Sldalhas (InswinglCutSYdng; XXor =(O configurations) 7 g. Thermai Flber-Classiq andsmooth-Star Nominal 64ill &quotlmpactSquot Glazed 12t312022 NO Yes Yes WA Composite Edge Fiberglass Single Door - (I re wingicutswkrg; X o-figuration) - 8 h. Therma-Tru Fiber -Classic and Smoah-.Shar Nominal 5&#398 Siquatlmpact&q'mt Glazed 12r31/2022 No Yes Yas WA Compaslte Edge Fberglass.Single Door with adelial (Insvfilg/Qutseling, XO, OXor OXO configundidns) 9 i, Therms-Tru Fiber-Ctasaic'aM Sritogth-Star Nam na( S&N39,8 "lrnpact&quot Glazed 12)31/Z22 No Yes Yes NIA Composite Edge Fiberglass Doubt Door writh or without Sidelites(Inswing/Oufswinil or OXXO configurations) 10 J, Therma-Tru Fiber-Oasslo and :5 th-Star moo Nominal 8&#990 u 1 ac trot Glazed 121al=22 No Yea Yea NA Composite Edge Fiberglass 5n g e Door {Inawtngl0utswing XpOnhguratton) ti k. Therma-7ru Floer-Classic and:Smooth$t2r Nominal b&!l39,0&q "r'gaof&quot Glazed 11211 No Yes Yea N1A Composite Edge FiWg[1ass Sngle Door with Sldel'le(s) (I nswdnglOulisi XO, OXpr OXO configurations) 12 1. Therms-Tru Fiber -Classic and Sirmact ar Nominal8&II &qu.t;lmpact&quot, Glazed 121312022 Nq Yes Yes NIA Composite Edge Rberglass Double Door with or -without Sidelitas (InswinglOutBtsing. XXaOXKO configurations) 13 m. Therms-Tru Fiber-Classlo r nd SmrwtirStar Nominal S&N30l &quotlmpact&quot, Glazed Molded 12131f2022 No Yes Yes NIA Open Composite Edge Fiberglass Single Docr (Inswirg/Ogtswft X configural 14 n Therms-Tru Fiber-Chssic and Smooth -ter Nominal 8&R39,'8 &quotinyract&g1>at; Glazed Molded 1213112022 No Year Yea WA Open Composite Edge Fiberglass Single Door with Glazed Molded Open Sldellte(s) (I newinglOutawtrrg; XO, OX a QXO coil rations) 15 0. Therma-Tru Fiber -Classic and Smooth -Star Nominal S&l &quotimpaet&quot Glaze! Molded 121312022 No Yes Yes WA Open Composite Edge Fiberglass-DoubteAoorvAth orwlthout Glazed Melded Open SidelNes (Insw rig/Outswing' XXor OXXO tvn6gaakfons) 16 p. Th.n Tru Fiba,Clasaic and: Smrmth;Star Nom hi l 8& li &quotkmp2ct&grmt Opaque 12I3112022 No Yes Yes WA :Composite Edge Rtrgless,Sngle Door with Molded Open Sldelite(s) (In sw4ng1Outsvtmg, XO, OX or OXO configurations) - 17 q. Therma-Tru Fiber-Clasai and Smacil Sec Nominal0909;S &quotimpact&quct Opaque 12131l2Fi22 No Yes Yea NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Page 1-d 1 11a2077 Cod. Entity or gg)g Data Data Palatial agog TI Version Manutanurer Centel enaereaB License Vaildateu'By Validated aulamiltre'd FBCAMFOV l Apgtgy@Q Status Rai 2020 POTlndu'strea Jens Roso•Nskl Mm+D,d, El-: CER M)emi-D,do: BOCO-VAL 11/19al iD726(2020 11/24/2020 Approwed Category: Ezterlor Dove§ (941) 48"100 (786) 315.2590 Budcdeggry; Sllding Wei li Assembly. posawakiepgdndustdea:c Cempllance Mail c d tal Marty a LIMno iUktdt-R3"d om - • Predtude=, ,... r�i Ily se Assurance Awed for U .•Approved, . far Use ImoaN.. OeeiM Seem Waducl Model. Nunter or Nam Product.Descrlotlon Cl'ylirad. Exdmlion.Date in HVHZ outside KVHZ R,nt sreti reasu[g 9- 6G0.8570(La Plassiie'IrApaU) Vinyl Midi Glass Dow 04/i4l202i Yes Yas Yes NIA May 27, 2022 P I I ODUUT APPFx%jVAL som"PECIFICATION SHEET(2022) As required by Florida Statute 553.842 and Florida Administrative Code 98-721 please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory ManufacturerProduct Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR ODORS ITherm A. SWINGING aTru Fiber -Classic and Smooth -Star NON4MPAC FL20461.1 ++67.0I1 psf 1.2/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT)(IMPACT)t I*L204 8 +67.0J- 7.0 psf 1 /31120 2 Therm aTru Fiber -Classic and Smooth -Star OMPACT) FL20470 +80,0J-80,0 psf 1 /311202 B. SLIDING Ml Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0J-40s0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.71-38..7 psf 4/14/20216 C. SECTIONAL Clyne -Calton Series 8000/8100/8200 #1105 (8 7) FL82483 +31,0f-35,0 psf 12/31/2023 Wayne -Dalton Series 8000/810018200 #1123 (ill FL8248,10 +30.011 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (1+63C7) FL8248,11 +34.411 psf 12/31/2023 D. METAL LOUVERED DRS Curries Di%Asion of AADG, Inc 507T7071727L747Tand 847 Single & Pairs of Doors FL11537.1 NIA (sere inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 ++60.010,0 psf 101812023 PGT Series 5500 FL239.2 Nil 7/30I2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.01-55.0 psf 2/1612024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.01-60.0 psf 413/2023 PGT Series, 5520 FL243.5 NIA 4I3012025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 F L251.1 NIA 5/2612026 E. OTHER 3. PAiVEL WALL James Hardee. Building Prod C mpiank Lap Siding and HardiePlank Lap Siding_ FL 3192A - FL13192.2 A. SIDING NIA 12/31/2023 B. SOFFITS s` a AI Id an coped Vinyl Solt Solid d �' y FL15272.1 - FL15272,2 + 75,01-75.0 f psi 1213112 23 0 Alpha Aluminum Inc. '� T m t t Solid and Vented Aluminum So'I�r L 8544 R F 1 5 54, 2I 54.2 # 71 20 3 30I ,2 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, dimensional FL10124.1 IA 1211812022 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underlayment FL12328 NIA 612912023 Plyglass USAF, Inc. (far Tile Roof) POLYS11CK TU MAX FL5259 NIA 12/2312023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Fetal Comp. Cuff Ridge Vents FL116918r1 - FL19918a.4 NIA 919I2026 Flori a Metal Products, inc Vent RV10 FL21580.8 N/A 12/31/2024 Lolmanco, Inc DA-4 Exahust 'Vent FL17202.1 +97,51-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.1+6 - FL7849.20 Ni 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS1 DMC 150SST DMC 175S, DMC 200S, DMC 5V FL17+679.1 +01-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Gahranized Steel Storm Panels FL15076.1 - FL1 5076.2 NIA 12131I2022 All American Shutters & Mass Galvanized Steel Storm Panels FL178169.1 N/A 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Cann. see chart Simpson Strang -Tie see chart �, TRUSS PLATS Building C IT�111 urldtng Components . Truss, P Alpine rue laces' 9 .1 - FL19 .4 FL19 9 99 I A 1 /2024 2I31 MiTek Industries, inc. Truss Plates FL2197.1 - FL2197a NIA 12/31/2022 C. ENGINEERED LUMBER GI EERED LUM Weyerhaeuser user y ae i and LVL PSL LSL Rim Board, FL8527.1 - FL6527,5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N1A 9/ 11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25I2024 Florida Department of Business& Professional Regulation Pagel of Building Codes and Standards 1r2SM22 Product Approval ApplicationDetail Code.. Entity or j)gtg Date Date Pendlnd Tyl Version Manufacturer Contact Engineer &License Validated By validated Submitted FBC Approval Awroved Stara Revision 2020 Therms Tru Corporation Steve Jasperson Lyndon F. Schmidt P:E Ryan J. King P.E. 0712312,120 07M212020 07M.2020 9011312020 Approved Category: Extenar floors (800) 843-7626 PE-43409 (813) 767-8555 Subcategory: Stinging Exterior Door Assemblies slosperson®thermatruc. Compliance Method: Evaluation Report from a m Florlda Registered Architect or a Licensed Fiof da Prorreselonal Engineer PrtldUct�, B&qjkym flualitv Assurance Approved for Use Aagravedfor Um Immct See It Product Mo!1,11um1*r11Name Product Ol ation Cantraet Explratlon Date in 14VHZ Outside: Hill Resistant Pressure 1 a. Therms-Tru Fiber Classic and Smooth -Star Nominal 6&#398 &quot Impact&qua, Opaque I W112022 Yes Yas Yea IWA Composite Edge Fiberglass Single Door flnsAirgl0ulawing, X configuration) 2 b. Therma-Tru FibervClassc.and Smoath:Srar Nominal 09398&quctimpact&qua, Opaque 1213112022 Yes 'Yes "Yes WA Composite Edge Flberglass: Single Door Wth' Sldelte(s) (InloM40utswlflg XO, OX or OXO: configurauone) 3 c. Thermal Fiber-Classic'and Smooth -Star Nominal 6&#396 &quot Impaut&goat Opaque 1313112022 Yes Yea Yes WA Composite Edge Fiberglass Double Door W ar without Sidlelites (IrsW nglOutswing; XX of OXXO configurations) 4. d. Thermi Pinar•Classlcand smooth -Star Nominal 8&09, 0&quot Impact&qua; :Opaque IWV2022 Yes Yes Yes NiA Composite'. Edge Fiberglass Single Door (Inswitig/Outawing; X configuration) 5 o. Therma-Tru Fiber-CI-ig:and Smooth -Star Nominal B&# 11qua;Impacd.qua; Opaque 12/3112022 Yes Yes, Yes NIA Composite Edge Fiberglass Single DoorvatJl Sidelbal (Inswnne/OuMwing X0, OXc OXO - configurations) 6 f. Therma-Tru Fiber -Classic and. Smooth-5tar Nominal 887i39 0 &quotlmpact&gact Opaque 12( 12022 Yes. Yes Yea WA Composite Edge Fiberglass DOUb.6oorY oor wathout Sidelites (Inswing/OutsW ng; XX orO)XO conrigimidmns) 7 g. Therma-Tru Rher.Ciassic and Smoatn-Star Nominal B&#39 8 &quoHnnpacmgaol Glazed 121312022 Yes. Yes Yes NIA Composite: Edge Fiberglass Single Door ansWmglOutswing; Xconfiguration) 8 h. Therma-Tru Fiber-Classicand Smooth -Star Nominal S&#?,9;8 &quat.lmpact&qua, Glazed 12i8112022 Yes Yes Yes WA -Composde Edge Fiberglass Single Door rite Sdelte(s) (Inswingtoutawing, XO, OX or OXO configurations) 9 i. Thermal Fiber-Classr and: Smooth-Ster Nominal 61114quotampact&quo; Glazed 12/3112022 Yes. Yes Yes NIA Composite Edge Fiberglass Double Doan Wth of Wthout Sigelitea (lilswing/£7uhsVing XX or OXX4 conllguratldns)' 10 f: Thermal Fiber -Clan to and: Smooth -Star Nominal l8&#3g 0 &.quotlmpact&gaol Glazed, Composite Edge Fiberglaas:Single door i vW2022 Yes Yes. Yes NIA 11 k Therwr m Fitter-Classlo and Srdooll Star - (lnswh9lOulawing; X configumtibn) Nominal 8&7F39,0 & &1-11paot&quot Glazed CcmpasHe.Edge Flbergials Single DOorrAth OXO I W31r2022 Yes Yes: Yes NIA 12 I, Therma-Tru Fiber -Classic and Smooth-Sar Sidelitr(s) a mnongloutawing: XO,. OXor configurations) Nominal 8'0 &quotimpact&quot Glazed Composite Edge Fiberglass Dal Door with or 12131/2022 Yes Yes Yes WA 13 m Thermal Fioer-CfassiC and Smacul Star without:Sidelites (IrrewinglOutswing. XX or Q)O(O canffgunadons) Nominal 6&tr39,6 8quotimpact&quo1; Opaque Camposite;Edge Fiberglass single[] with Sldelke(s) 1213112022 Yea Yea Yes WA 14 n. Therma-Tru Fl ber-Claask and Smooth -Star &gUMNonquot; -Impact& gnswrglouiswing; XO, OX orOXOconfiguratiori Nominal 88lt39;8 &quot Mpact&quol; Opaque Compaslte Edge Fiberglass Double Door with 12131f1022 Yes Yes Yes NIA 15. a Therma-Tru Fiber-Ciessiosand Smooth -;$tar &quol,Nomlmpap&quol: Sidelnes (I nswinglOutswing; OXXO cdnfigurni Nominal 6&l0 Bquot Impact&quot� Opaque Compaslte Edge Flberglaas Single Doorwith Sidehte(s) 1V3112022 Yea 'Yes Yes NIA 15 p', Therma-Tru RW-Classlo and Smool &quotNon-Impact&quo' Qnswnngi0utswmg; XO OX or OXO configurations) Nominal 8&#39,D &quot Impact&quo( Opaque CampositeEdge Fiberglass Double .Door Y4th 121312022 Yes Yes Yes NIA 17 q. Therril Fiber-Clal and Srrmoth6$tar &qua;Non4mpad" 5I elites(Inswingi/Cutswing; OXXO configuration) Nominal 6&r139,8"Noh-Impact&quot-Opaque Cori, a Edge Flberglass Single Door 12131/2022 Yes Yea No NIA 18 r, Thermal Fiber-Classio and Smooth -Star - '(InsiMng/Chrtawirl Xoonflguration) Nominal 6&#39:8 &quotallon-Impactlill Opaque Composite Edge Fiberglass Single Door with - 121312022 Yes Yes No N/A 19 S. Therma-Tru Fiber -Classic and Smooth -Star Sdelts(s) (InsWnWOutswing; XO, OX or OXO configurations) Nominalli quoti Impact&quot Opaque Composite Edge Flberglass Double Dyer wltil or 12131.P2022 Yes Yes No N!A ylthout Slddites (IoswinglOutswing; XX or OXXO conOgurailons) 20 t, Therma-Tru Fiber -Classic and $rxioth-Star Nominal 8lill.&gLMNon-Impact&quot Opaque: 1213112022 Yes Yes- No WA Campbell Edge Fiberglass Single Door (inswingfOutswnng; X configuration) 21 u. Therma-Tru Fiber -Classic and:Smoottl-Star Nominal 8&#39,D &quot:N4n-Impact&quok; Opaque 12131/2022 Yes Yes No WA Composhe Edge Flberglass Single Door with Sideltill (InswinglOutawang, X0; OX or OXO 22 v. Therms-Tru Fiber -Classic and Smooth=Sher -configurations) Nominal 8&439 0 &quotN-H Impact&goof; Opaque: 12131)2022 Yes Yes No NfA Compaslte Edge Fiberglass Double Door viAth or without $idel S (Inlng1Duts>Ol OXXO ConfigUratl9na) 2$ w Thermal Fiber -Classic and Smooth•8tar 'Nominal 6&#3r9;8 &quotNon-lmpaci&quo6 Glazed '213112022 Yes Yes No N/A - Composite Edge Fiberglass Single Door Inswn9f0ulswmg, X configuration) 24 x. Therma-Tru Fiber-Claasio and Smooth -Star Nominal Sari &quot Non-Impact&quot Glazed '213112022 Yes Yes No NIA Composte Edge Rberglase;Single Door with :a''9del lle{s) .OnsW rig10utswAng; XO, OX or OXO confgurations) . 25 y-Therms Tru Fiber-Clarzloand Smootn.Star Nominal 5&liliquotNon-Impactill Glazed 1213112022 Yes Yes No WA Composite Edge Fiberglass Double Door v4m or - withoutSitlelfte . (InswinglOutswing, XX or OXXO configurations) 26 zTherna-Tru Fiber-Clarelc and Smooth -Star Nominal 8801 SquotNon-lmpad&quet;:Glated. 12131t2022 Yes Yes No WA. Composite. Edge Flbargiacal Single Door (InswangfOutswmg;,X configuration) 27 za. Therma-Tru Fiber -Clan is and Smooth -Star Nominal.8&H39 0 &quotNon-Impact&quot Glazed IM112022 Yes Yes No NIA ComR: sitaEdge Fi hergiess Single Doorwith Sidelie(s).(Inswng/Outswing; XO, OXcr OXO configurations) 28 zh. Themra-Tru Fiber -Classic and Smooth -Star Nominal S'0&quot.Non-Impact&quek-Glazed 1213112022 Yes Yes No N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.A.1 a 2 1152021 cad. P-nlity or 129k ,0 Date Pending Pitt I7CC! V,,I,D Manacncurer contact• Enr$naarB LidWKa Yaadamd Bi v1didl SubmittedFSC:Auomyal Avarc Status Revision :2020 MI Wildovs sad Doors Brent6l matt We Rabene Lomas Steven M Uljth. PE IGM812020 10r091n02a 101192020 12/152020 Approved Category: Exterior Coas i717)355-3300 PE-62514 (717)31T-8454 - subCattpry: Siding Exterior Doer Assiambries tnitunger�miwd.com Compliance Method: EValuabcn Raped horn a Florida Reglid-ol Archltaetor a Licensed! Florida ''S#121ie Proresslaml Engineer R�odudte .'. , call Assutanae. fluxancorsaijoi Approved fa Usa e' 6e00 product Model.Numbor or Nerve Product Daserlotlon Cbnoec[lkblreilen Date In HVHL OOLttetde HYN2 ant Presill T SERIES 420 ALUMINUMSGD SERIES 420ALUMINIJM SGDOXO 12r3112024 No Yes No NIA 145-314&quotxW.quot NON -REINFORCED 2 SERIE5420 ALUMINUM SGO SERIES 420 ALUMINUM SGD OX. XO. XX 121312024 No Yes No WA a6&Wtt;x808,glal NON -REINFORCED 3 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUI REINFORCED OXO 12r312trl No Yes No N/A 148•.3148qud X98&qua; 4 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALU MINUM SGD REINFORCED OX 17J31f2024 N. Yes NO NIA XO, XX 96&quotx96l.qua; S SERIES 420ALUMINUM SGO REINFORCED. SERIES 42C AL MINU M SOD REINFORCED XXX 12312024 No Yes No. NIA 143&quot:x96A:goo; Florida Department of Business & Professional Regulation Page 1 or2 Building Codes and Standards 1192021 Product Approval Application Detail 1 Erlln or ,wig g� Date Pami tag W_ Version Manufacturer coiled Englnea a LJcense Validated By vNlaelee Submmea FBC Andrei Aupreved &etas Revision 2D20 Wayna-Dal a dvlsbn o1`0vemead Door owl Kdrnish John E. Scares. J.10m F.Ameson, P.E. 10l12020 091=20 1023f2020 12/15/2020 Approved Cogroretion (330)763-8121 PE-51737 (904)821-5200 Caagay-. Etterlor Doors dkoinlstGwsy; a-drl SuIcati. Barbanel Extana Doer Assern ias om Cumpliarce slWied: Evaluation Report from a Florida Registered Architect or a Lloensed Flolda Prof-cr al Engineer .f1dI8f4&112$ProEpibts -. Quality Asmr- A,,rew,d for Usa card for Use A Y� Navca. ^ice Product Modal.Number or Name prrrduct Deacrlorimh Coiaract Elinlratirm Date. In HVIIL outside liVHZ Rganc Pressure pressure 3 8000/81 D018200#1105 glutl Max width. 14036; Max height,Glazing 121lil No Yes Yea .31,001-35.00 Iable, In to o Into ell a section, a+ml r mh at a n. 10 8009B100t8 #1123 2W ,W 6&#39 axe ,Width. &#39: Maxheight, QI 'ir ' 1 3 1. M #M t9 axh gh az g. 2! 12023 h N. Yee Ycs +30 p0l-37.50 nvalla m top or Intehnediateseolien. it 80001810016200:#1124 1591 Max dduh 14all Maxhelgm. Glaaing. 12131=23 No Yes Yes +34.401--38.30 al able In top or Intachodist , seetlon. Florida Department of Business & Professional Regulation Page 1 on Building Codes and Staindard s I ra2o21 Product Approval Application Detail Emil codeItnnty or g9t4 Date Pending ,- to ]ipg; version Manufacturer Control Enorneer&License Valydal BY Validated Submitted FBGArri Atari 31a9us Rill 2a20 Curves Division at AADG. (nc. Torn Rental UL LLC Troy Bishop. P.E. 12M012020 12MI2020 12(1/202o Approed Category: Exterior Doors 4641) 494 2813 ' iD54) 947-0080. subcategory: Exterior Door Components to n*ey@a ..hioy.cd Compliance Method: Cerukarion Mark orListilg m FL,Irf301.Ra'grbYl04- "Itv Assurance ggprovedfor use Approved far Us, Imam DeGah Si Protlutl Mptlal. Numoar or Name P oduet Dasapmipn centralEmiralian Dale In HVH£ rArtsme RVRz Rq ISS taut Pressure 1 607, ?07, 727, 747, 757.. 777, entl a4i Single and Pelrs of Flu h, ril and Louvered slrgle entl pairs of 1251/2025 Yea Yes Yes NIA Doors hollow metal doors. Florida Department of Business & Professional Regulation Pagel ore Building Codes and Standards IFrIol Product Approval Application Detail Code En11N.or awls Data Data Paul am- TT,a- YS3tga Manufacturer Gaoled FJrggleM I Will validated Validated Submitted FSC:A-riund Anorovad Status Revision' 2020 MI wilidoeg and Doors Brent:Sitdngar Amadsan Architectural Steven M Urlift PE 11N712020 11111 1112712020 Approved Category:.Windi al 7)3553300. Menulbal sAeeodilbn (717)3T78454 Ilubfategory: `Single Hung bSnr g.1QmPst.l:bm compliance Planed: Cetttlostion Marc br Listing -Quality Assuring, San INaaitt Model. Numbara: Noma Product DesarlMlDn Comrad Eanlraflon Data Antarr"d for Us, - Approved for Use MHVHZ outside.HVHZ snow Cogan Reslatant Pressure. 2' 185 gH 52x72 Fin/Flange Fremil l9G Single Hurl 101082023- No Yes No ;601-60 Lemiietad Glass a_ O� U I_ O O I ^' Cn CU O C 00 �' O W e0 E U_ O _ .- Cn -0 (n Al " Q �1 i- ii . = :i Q Z Z W J N co M O ill CL O CL U O L� W U m H O L r W W Z Z Z Q. J 11 SHEET NO. PA 1.0. .4 Florida Department of Business & ProfeLssional Regulation page 6of9 Florida Department of8usiness 4 Professional Regulation page I art Florida Deportment of Business 4 Professional Regulation real oft Building modes it Standards 1125/2022 Building Codes and,Standards I02021 Building Codes and 6tandard3 tE42021 Product Approval Application Detail Product Approval Application Detail Product Approval .Application Detail code Entity or = Dow Date Pendirtdl 2111. - version M anutacturer contact Fir n e Validated B gi O v Validated Submitted PE3G Approval Approved 5 C � is.MlH or - its Date Pendlrro �a C3Ct lntHv or a Date Pencarur 1� �t ffiLa Revi Rassidn 2020. THerns-TruCorporakion L Stave Jasperson Lyndon F. Scnmidf: P-E Ryan J. King P.E. nF Bob midi 09fig 10A37I2021 097161'2021 10/13202'I 12tt5/2021 Approved � Version NNtturac[urer Copied ESgkleer&Ucetise Yalldated Be yNlifa<ed Sr8.nIlCee PBCAodraval Approved elatus S7rL s menunrau ar .Ca=tad Enolnasr&licanso Validated Br y sorrr�ln.a M ruval. AgglHYad $IafL Category r�terior Doors (8im) 843-7t328 PE-03409 (813)767-6558 PSiarrmtpn 2D20 PGTlndustrlas Jens RosowsM A+Gami-Dade 9GC0- CER N�mi-Dade BCCO • VAL 11,t752D2(I 11 RSf2020 11A112020 Approval Revision 2b20 d MI Wit." and Doors ei [ e even I E & n .81 Ynger American Archll. aural St M Uri P t 91202 lostl 020 ON. 0 ,ef2 la)192520 Approved SubGategory:SWngmg Exterior Door Assemblies siaspersonCtharmatru.Co Category: Wind- (941)46G0109 (786)315-25N - Categrlryt. Windows f717; Be5.3300 Manufacturers Assmladon 71'f)317-t1454 ComplianceMethod: Evaluation Ropostiroma m Subcategory: Birds Hung pospesidepggndusbleec SubCateirl Horizontal site bsinmger@mkrd-coat Florida Registered Architect m a Licensed Florida Compliance Mamod: Cerun-don Mark or Listing on, Compliance Method Certification Mark er Listing g ee Professional En Engineer ..-_... _ fiiti 9,R2a`,Phadixts : - -- -. , , j '= - 4Ajg f'.(t91 w. - - - : -:. "' ........- -11 : •: " '. ;:. 952HgtYB2{IE�g4 A®roved ions. Annrbvadior.Uss IDJIar!& C>esltm Quality Assurance A000vedfor Use Approved for Us* .:' gBEggl Desion Dlralhv Assurance Aoorbved for Use Aoomved for Use Imoxt [3esldn Ben 1t ProtluM Model, Number or Mann Product Qeserlodon CoraradEmlretion Date 1 Z Autslde HtMZ $gg7ajl P� Sao# ProductMaria. Number or. Name Pradud Description, contract Emil VAN fgbyyt Oytsitla HVHZ RealProssury Semi Product Model, Number or Name ProductD"mititlon Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure z GH5500(Large Missile impost) Vinyl Single Hung Woda,., 07/302025. Yes Yes Yea NIA 1 H$10 Fin. and Flange Frame 73xe21 neulated doss 02118202A No. Yes No •55/-55 1 a. Thermo-Tru Fiber -Classic and Snngom-Star Nominal 0&#39:8 &quo Mon-Imipapk8quot Opaque 12I3112022 No Yes No. NIA Composite Edge Fiberglass Single Dow (I nswinglOutevving' X configuration) 2 b. Therma-Tru Fiber-Clawle and Smooth -Star Nominal8&#39S &quotiNon-lmpa 9&quot Opaque 12131/2022 No Yes No WA Composite Edge Fiberglass. Single Dow with Sioelte(s) (oauvingl(DUtswirrg;:XO, OX or 4X¢ Coma-fl s)' 3 aTYiharina-Tru Fiber-ClasSIC and Smooth -Star Nomin2i6&#3S;3&quot.Non-irnPant&quo1; Opaque 1213112022 No Yes No WA Fibergfoss Composite Edga Double Dm,,Mttt or Without Sidehta6'(Inswang)Outawny XXor 0)= minfguratim.) . 4 d. Therms-Tru FiUer,Classic and Smooth -Star Nominal 730" "Non-Impact&quok Opaque 12(3V2022 No. Yes No NIA Composite Edge Fiberglass;SingleDow (InsWng/Oubvdfng Xominguratlon) 5 aTherma-Tat Flger-Gasslo and Smooth -Star NonilMI7'0"Non-impact&quot,-Opaque 1213112022 No Yes No WA Composite Edge Fiberglass Single Door Yiith cadet&e(s) (InswinglOutswrig; XO; OX a OXO oprifigurn ions) 6 1. Therma-Tru Fiber-Cll and Smooh-STar Nominal 8&#32:0 &quotNon-ImpaaMquok, Opaque 12131r2022 NO Yes No N1A Florida Department of Business :& Professional Regulation P.S. 1 a I Florida Department of Business & Professional Regulation Pes.i Nf Composite Edge Fiberglass Sing le, Door Building Codes and Standards 1 r4al Building Codes and StAndards 1052021 (Im-Ang/Outsyiag X ponfylura ion) 7 g• Therma-Tru Fiber -Classic and Smoath-Star Nominal 8&1f39 quotNon-Impact&quoii Opaque 1251/2022 No Yes No NIA Composite Edge FibergiassSingi s Dom vvith Product Approval Application Detail Product Approval Application Detail Sidelde(s) 0nsweng/Cftloing;XO. OXorOXO configurations) 8 h.Therma-Tru Fiber -Classic and. Smooth -Star Nominal 69#39;0"Non-Impact&queti Opaque 1261,2022 No Yes No N1Aii Composite Edge Fiberglass Double Door Wth or Code ' E1r6ty or gads 1111111 sat. Rwelino py(g Coo- EMltrar au Da. Qata Fontana 20. Wthout Sldelites (InsWMglOute•Mng XX or GXXO configuratlons) yte2. v"on Manufacturer Cghlact Enalnea& License Validated Its, Vdldaled aubnated FBC-Aoemyal Aoowyed 2latgte ?-_ Vemalgtl klanufacturer Contact EnolMer&License mated as Validated submitted FBL Approval ggprgyj;( 8141,11. 9 I. a '. r. s and h-' r T{t. ma Tru Fiba-C s Ica Smoak.. Star kn Nominal '8 'ul o oat al L&#39..& oLN n-m '. Glazed 12131l2022 4 paOt&qudc. .. No. Yea N o NJ A Afhmi ion 2D20 of -. GTdus Industries P In i a I Jehs Ro it 1 MsM-D0 CO---E -Oa BCCO-V L so do us, eC C R M.amV da A - 11r1152020 11A5120 6 ..2 '11t11! 020 2 Approved Revision Re»lion 21)20 - I- d dsand oars M Wn and I a Br t...t L'I. tj ,Steven M.'rih P€ a Bi gn ar us RLvne .P 51 M o. n >; U.._ 9.. 0 0 D.... 9'19 a20 tO10612 20 1 f0812 20 OI 12 ..APP 121150120 rv-.etl ComI ling//Oudewingiberglass (i8S)313-2598: , 'PE8251i8 iii7)31fi8454- X wnfiguratofn)5haof Subcategory, Flyed Igoe a'skilpgtlndusMas:o subcategory! Mull Usthorte6�mQwei.Can 10 j. Therma-Tru FIlier-Classicand Smooth Star - Nominal 5&#35 8 "Non-Irrpad,&quot_Gtazed 1213112022 No Yes No NIA C0"Hance Method: Cenificalor Mork or Listing con Complranoe Method: L-veiNation Repel tom:a Composite Edge Sin le•Ooorveth P g g. g ,.,,. ,. .:- .. .,. , , -., .-.,:. „ ,.. .. .:.... . .. :... . .. • ' flotda Re Stared ArchltsctwaLicsnsad florida g Sloeite 9 Ina+oAn OutswAn ' XO OX or OXOI .O ( g/ 9. fhlk2(3'ea24:A.odrrets- ,:: ,,,,' ) . ,.,: , . ;. .:. ),. .' j y_,., i ", ? , "'i" ., % _ Professional - - wf uratons 9 ) '.- 'I _ -_ _ - _ ':. . 11 kTNerma-Tru Fber-Classic and Smooth -:Star iJominal;8&Ik39:8&quokNon-Ion act&auOt. Glazed 1213112022 No Yes No NA Du.Iilv:Assuraca A norovad ipr.Uss Amnrovadfw:Usa >S gt Q �tr r'* Ott. l+ro4ic ` `a cis. `�` ..., •"• _� r -,'_• I '" --" - , <- Composite Edge Fiberglass. Double Dow Wth or Bess,- d it Pradurt Model Number Name Prgiducf Qesaviouon Corerect Emlratlon Qate In HVHZ (outside HVHZ Resistant Pressure. - - .... . - - _ ,,,, -. , ,. - • - - - WttwutSldelteA(I navmg/.Outsving. XX or OXXO 5: PW-3520i.uga Missile Impact) Vrryl Fixed Wndow 04730,2M!i Yes Yes Yes NIA I Duatity Assurance A,,-dfor Use. aeiov.aror Use Mooet D.Aw toniiguratione): S k -RroductfdodW. Numbarw m Nae Proaud. D-rhytlon tract ExohffiWpat n e In HXsZ Dutside HVHZ Rosistord Premium 12 L Therma-Tru Fiber-Ciasoiicand Smooth -Star Nominal 7'0&quokNon4mpa&" Glazed 12J3112022 No Yes No NIA 2 5784 Verb,.] Aluminum Mullion 12*12024 N. Yes 'Yes NIA Composite Edge Fiberglass8in91e Door (knsvving/outswerg; X wMiguratian) 18 m. Therm.-T. Fib -Classic and Smooth -Star Nominal7&#S9;0&quokNm,rmpacF&quot Glazed 1213112f322 No Yes No NIA Composite Edge Fberglaw Single D—vith SidelBe(s) 0n ovinglOutswiiig; XO, OX or configurations) 14 n.Therma-Tru Finer -Clack: and Smooth -star Nominal S&#3g;0"Non-Inrpscaquot;. Glazed 12alf2022 No Yas No NIA Composite Edge Fiberglass Sing A Door (ItaeW ng/Outswing): X,configuration) 15 o.Therma-Tru Fiber -Classic and. Srilooth-Star Nominal 8'0&quokNon-lmpaot&quoE Glazed 12131 M22 No Yes No. NfA.. Composite Edge Fiberglass 8 Ing 10 Door with ' 18 17 p.Therma•Tru Fiber -Classic and"Simnot0-star q. ThermaTru Fiber -Classic and: Smooth- r Slolde(s) (Insmng/f7tltswine: XO, OXor 4X0 configurations). Nominal 8099;0 "NOn-Impact&quc,t Glazed Composite Edge Fiberglass Double boor Wth or without Sidelites(InswinglOutsNmg X(w OXXO:. configurations) Nominal 6030:8 &quotNon-Impact&quit; Opaque Composite Edge Flberglass;Singte Door Wth 12191I2022 1213V2022 No No Yes Yes No� No N1A NIA - Florida Department of Business & Professional Regulation Budding Codes and Standards Product Approval Application Detail page:I or irM2o29 Florida Department of Business & ProfessionalRegulation. - BLIiIdIng Code and Standards:10p/2021 Product Approval Application: Detail Pepe2d2 Transom (Inavdng/Outsv ing; M configuration) 18 r.Therma-Tru Fiber -Classic and Smooth -Star Nominal 6Y8&quotNon-I mpaat&quct Opaque 126112022 No Yes No N/A Code Enthyior Pak two Date Pending Am ram Entity or pets 2a Dare Pending 090 Composite Edge Fbergl.ss Single Door with Toe Version Masuf.durer canted Enoinear& License Validated ay ysatlatatl Submitted -FBC Apt royal Approved §[etas yip_ version Manufacture Conrad 6ncinae&License Valtaaterl ev YglldOtgd FBc Aonr.vN Aggtavafi (gq Sideide(a) and Transom (insring/Out-Ang: OJXO. GIOXor OIoxc) conflgumtlons) R-Won 20N Janos Herdo Byllding Products. Imo. Chad Diercks V. And -Tan Job Southard, P, 4. 0f/M12021 1211V2020 DiR'sn(121 ding FBC Appn R.wrs n 2020 Alside Nick Thompson Lyndon F..Schmidt, P.E.. Ryan J. King. Ps. o2h5r2021 OV152o21 0242WO21 04AX2021 Approved 19 s. ThermaTru Fber,Clawic and Smooth -Stair Nominal 6W9;8&quokNon-I irpact" Opaque 12131/2022 No Yes No WA Category: Panel Wells 902i 5456359 PE41682 (352)387-2528 Category: Panel Wells f330j522-2389 PE 43409 (813) 797ZS55 Composite Edge Fiberglass. Seigle Door with Sub xogory: Siding chad,diercksp-lsmeahad Subcategory: sc,il nthanpe.n@aleide.wm Sideii t(s) 0-AnglOubwing_ XO, OX or OXO Compilatim Method; EvaMatpn Report tom a e,com Compliance Method: EvO.Mlon Repel from a Continuous Head and Sir ewtflguratio s) Florida Registered Architect we Licensed Forida Florida RegleteredArchited ora: Licensed Florida 20 tTherma-Tru Fiber-Classin and Smooth -Star Nominal 88#39,0&quogNoo-Impaet&qud1,1, Opaque I2J3112022 No Yes No WA Prctessiond Engmeu PrdasSknal Engineer Coat iteE eRber lase Singe.Doo--with t d9 A. I. - --.-. , ,. - .Coat vat XO DX w OXOI- �m d G n9, d .. ar _-[? 6Aroduc- 1 s ,_:. ', ._._ -. - : , -. < ..ifi1527d,RSProducte :. `- , ` - - f. -._ 21 u. Tnarme-Tat Fitter -Classic and:5mooth-Star o Head S on n gas Head and II wnfgurationsl. Nomin916'88 uot;Non-1 Ct quat:Giazed 128V2022 No Yes No NJA Guctnvhsaurarca Rip Uae Aaatside for Use 1 IPti -.,. .:. - .' -; AoprIn _ Roulade Impad gpsryq Composite Edge Fiberglass SingleYYiatit Seek Product Model. Number or Name Product DescrlollentExDhatlgil Data In HVHZ Outside }IVNT In KVNZ esbiyl ggsNtMlt Pressure ewx Prodrut Mbml. Numbe:or Name rd-JRasuranee Product Description conlracr6mlretlon Data HVHrNsa k, NYXZ HWZ outtlm RW,Z RasisW,t Prossura Sidelde(s)(InsvvAnglOutsWng XO, OXw OXO 1 Cempienk ll Siding ibu-.cemant l.p..id,g 12f3112023 Yea Yes NIA N/A i a,:&quIX2T&qubt:Soft[. Vent or Sglb Vinyl Bonk 121312023 No Yes No WA Continuous Head and SIR Con figurations) 2 H.rd,Pfenk Lop Siding lb -cement is p skdng 12l3in= Yes Yes NIA N/A 2 b:.l4qud,Alilance T4ilSoint Vast or Solid Vinyl Soffit i 2alao23 No Yes No NIA 22 v, ThermaTru Fiber-Classio and Smooth -Star Nominal 8&939;0&quw,Non-Impact6quct,. Glazed 12)3112022 No. Yes No NIA 3 q.-&quotoroanbriv Vintage Bwded&939SofCi Vent or Sold Vinyl Sorrt 1V312o23 No Yes No N/A Composites Edge Fiberglass: Single Dowwlifi- 4 d: 6quot.O5dquot Spat Vent or Solq'vbryl sore 12J312023 N. Yes No WASldeiftesi(InsvAnglOuteWng;::KO, OX or, OXO Continuous Head and Sit configurations) 5 e: Aquot,Charter.0ak", Soffit u Merl or Sold V1ny18.111 1Mi 2023 f N. Yes No NIA 233 Th T Flue CI I d9Mo hS-' N I IriW a N I 1213112022 N Y e' is &qua;5uper Span&quok; Soffit. Venter 6dliiVinyl 5dii1 1219120E3 Na Yea No: NIA w arms- ru r- .w c an of -.. far am no _Uot on- mpact&getot, Opaque o es No N/A Composite Edge Fiberglass Door Panels viftli Vented Sidelita(s) (InstMngloutswing;. XX 2m or XXXX. configurations) 24 )x,Therma-Tru Fiber -Classic. and Smooth -Star Nominal 88d134,D&quotNon-Impact&quatOpaque IW112022 No Yes No NIA Composite Edge F-iberg law Door Panels vz(ib Vented Siddite(s) (inswilglOumwing: XX )XX m )OW configumlon.) 25 y,ThermaTrurite-CossioandSmooth=Stnr No Mi. 16&#35,8&gU,*,Non-lmpact&quokGlazed 12/31/2022 No Yes No NIA Composite Edge Fiberglass Door Pana6 with: Vented S'delill OOsWnglOufswirg;:XX )MoT)OW- Florida Department of Business & Professional Regulation Paget art Florida Department of Business & Professional Regulation Pagel oft 28 zTherma Tru FiberLlassicand Smooth -mar configurations) Nomirml80&guot;Non-Impact&quotgazed 12/31/21Y12 No Yes No WA Building Codes and Standards g 10OX21 Building Codes and Standards iw,ml Composite Edge Fiberglass Door Panels vdth Vented adeiee(s) (InsvAngfDuts,ft XX. XXXor XXXX Product Approval Application Detail Product Approval Application Detail cornriguranons) 27 za.Therma-Tru Fiber-Ctassio and Smooth -Star Nominal 8&#99:8&quct;Non-lmpaot&quot Glazed. 12131/2022 No Yes No WA Composite Edge Fiberglass Single Dow wth3it#3$D - Sidelite(s) OrawnglOuitsvring; XO OX m•:OXO code Entity W 2& od. Data Pe kilns &a oonfiguradone) Cede_ Entity w Date to Date Pend iron .Date 26 _ - 2p, Th6Ytn8 TYu Finer Gassic and SmootYie$tar ' _ : - Nominarfi8rF39,$&quot Nonlmpect&quat,':6lazad 12131R022 No Yes No NIA Iz.P3. version Manufacturer Enprnaer& Lrcrussa Validated ' YaU�gd rfltbmtgsd FBCAppmval Aoorzwad gf+tus. jjtp$ Yarsidn-, rytanulacturar Cdikae t Enrene r& LNsnsaValidated By y ribmtel t S FSC.A-141 Qpprpyg9 pig[gg Composite EdgeFiberglass 'Do Ne Door vft RaWsm 2.(20 TAMKC Bulidtng. Products LLC K4il Eden Robert N... I pn- John W Kg,Nch, PE 1070412020 092912.0210/iZa,2..,. 12/15g0 Apprated Re:s.o,.n 202U L V: ThMpsdt, Inc. pipe Thompson NCnBec.tur,M. Tony Ghrstmen Zachary 'R. Priest Stven µ Vinci, , PE 08712020 o9116r202_0 99122g20 173, 220 Approved I de(nswm0/0utswnOXXC oonfigl.irkbgn) - CPte®cry: Roofing I4171924-e644 PE-5l i954)77F-9224 . Metals CompanyltAMCOI 1313324-3416 PE.74d21 (77317-8454 , 29 zc, Therma-Tru Fiber -Classic Arid Smooth -Star Nominal 8'0 "Non-lmpact&quot:Glazed 12i3112022 No Yes No WA §ubC:ategmy: underlayments kerrt eda6(pt.rr*. m Cavil Rooll subcategory: Rooing Accessories that are an tmy'000-1.1 frig.com Composite Edge Fibargleas:Single Door wthi a#S" Compliance. Method: Evaluation Report It=. a Integral Part orate Roofing System Sidelelo(s) (Ins oing/Out9wng; XO OXa OXO Florida Registered Architact ore Ltcensed:Florida Compliance MealEvaluatigl Repom'tom a. 30 zd.Therma-Tru Fiber -Classic and Smooth -Star lwnf iguralons) No 11.11i:8&#39:0&quotNon-lmpact"; Glazed 1213112022 No Yes No NiA Prdeasiond Engineer - , ,:. F7odd.Registered A.chNact ora Licensed Rl.rds ComositeE eFba• lass: Double Dow with: P pig r4 idll 2S.aeProducts :., ..- .- .. , _ .. ,:. ...>_:, $,. 'ti} .,-.--, . -;:: ,� _,. x ., .... ,... ,. .-._ ,. .,, .. :... .:. _... ::.: ,. ,. .:• �: ... r..;, .; '. „ , -,:.., u. .. ,,,,. r.:. <., „ -... .. , ,s: = i` i ,.:.. Pr esslo >r Ert Ineer 3&#390 Sldelitas Incwin fl0utawAn OXXO 9 9, _ -_ .. . - _- .._ - _. -. - wnti diction 'QUNIN Assumn.. A®ravaa rw U4o. Annrpvaa forum Imoaet. gamin, .. „ _, ,.. , 31 ze-Therma-Tru Fiber-Classfe and Smooth -Star Nominal 7'0"Nm-Impatl&quot. Shaker 1213112M NO Yes No NIA Sou#. Prml Me", Mi A, Name Product Desedoeon carract&VInition Dare. In HVHZ Dutaide HVHZ g'sletan( +P-surs rOrr_. Aasurarrce Aowovedfor Use roved#or Use $moo t ]mDta. i I Ser' sCo its Ed Glaz i r asa. in is, at R�p9 ge ed Fbe gl .Sig ymen ( 1' TAMKO Roof Underla is HVi R fu nor f s N 0612MO23 oa mite. yin ant§ coca FBC HVF¢ Yes No N/A N/A Sso'Y product laodal. Nrmihe or lbrm Pruductrw.-.w,rt„n caMncFEi:olaellpn Dab 'In HVHZ - Outside HVHZ aeal5tarft Pnssun Door With or wthout 1&1P3g;2 Sidelile(s) (InsWng1OLrWsWrIg;X OX XO orOXOcon%uradons) )udsdetione. i TAMCO Fla[ Tcp 01FFddge V.nt with Sell. lot Tlv 26 ga. malc roof -Al or with bath. 0MQ=26 Yes Yes NA N/A 2 TAMKO Roof Unoorbyments(NON-HVHZ), RaafundeAaymdit. far usem FBC nos-HV1-Q 06f,28/2623 No Yes N/A NJA 2 TAMCC Gooeebeckven 26 ga. 061092ow No Yes NM *OE525 jumseoelooe, 3 TAMCO Off-- Ridge Roof Vent vith Battle 26 go: sell. roofvemlfatw with Integrated barb 09M2026 Yes Yes NIA WA 4' TAMCO Raund Top Off -Ridge Vern ith Beille for The 26 V. stoic rcofveolllatw wbh battle 09M20M Yes Yes NIA WA Florida Department of Business and Professional Regulation Building Codes and Standards Product Approval Application Detail 3/ 1512022 FL# 5259-R31 case Eni or =& = 12MA = Status T�fpe Version Manufacturer Conte Engineer& Validatedv Validated Submitted Pending ARDroved Approved Revision 2020 R I License YGL SS S AI t �-._ MauryAlpert, POL A USA Maur er ,!o W John 10/2612 20 10/22/ 20 FBC R 20 12/15/20 20 Category: Roofing 59542331330Smalpert@polyglass_cam RobertNieminen Knezevich, PE &Wnky.al Sub .ate o :: PE-591136 g ry 954 772-6224 ( } 11/01/2020 UndenaY meats ComplianceMethod: Evaluation Reportfrom a Florida Registered Architect or a Licensed Florida Professional Engineer FLA625"31 Products ,9uaftuA3surerice 6provetlfor UBe ARpLgyed.for Uee Lmeg_ct Dodan $emli Product Model, Number orNartae. Protluet Des,criallan Contract ENration Date In HVHZ :Outside HVHZ Rtosisitant pressure 1 Polyglass Roof Undettayments Rboing underlayments 110121F,1022 No Yes NJA 4NW-622a 1 Polyglass Roof Underlayments.(HVHZ) Polyglot% roof underlayments for use in F6012/Z312023 Yes No WA N/A HVHZIuredkaons. 2 Polyglass Roof Underlayments (non-HVHZ) Poll roof undernmems,for use In 1212a2023 No Yes WA 4WAI-422,5 FBC non-HVHZ jurisdictions. 1 Polyglass Roof Undellayments(HVHZ) Polyglass roofunderlayments for use in 1`5012723r2029 Yes No WA Ni HVHZ Iudadictlons. 2 Polyglass Roof Undellayments (non-HVHZ) Poll roof underiayments; for use In 122W2U23 No Yes WA +N/AI-6226 FBC non-HVHZjudadictlons. 1 Polyglass Roof Underlayments (HVHZ) Polygiass roof underlaylilert9 for use In F@C1272312023 Yes No NIA WA HVHZ jurisdictions. 2 Polyglass Roof Underbymgnts (non-HVHZ) Polyglass roof underlayments; for use In 12/2312023 No Yes WA 4N/Af-622.5 FBC man-HVHZjudSdictions. 1 Polyglass Roof UndellamentsI'll Polyglass runderlamentsfor use inFSCiMN2023 Yes No NJA N/A HVHZ jurisdictions. 2 Polyglass Roof Undedayments (non-HVHZ) Polyglass roof undetlayments, for use In 1712=023 No Yes NIA +NIA/-622.5 PRO non-HVHZjurisdictions.. Florida Department of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 d1 tamcon ggdr, Fyrjjjy aftl J2111. irate Arndt- pa q y!ag r-1- Manuacturer Contact Engineer&License Validated yolul.al Submiturd FBCAoorwd. Approved Status Revision 2020 Mrrak Inc. Inn Well ICC Evaluation Swlsim LLC ICC Evaluation Service, 06/11r2021 981100021 08112/2021 Appra✓ed c fails ry: ami.b rel Comm-ents j952) 898-8635 LLC. SubCeleg.ry: Truss Plot- a %lden inii.trom =) 599.95ea. COMPllancaNdMd:. EYauafich Report from Product Evaluation Entity caSPruguats .. , , QualltvAssurallce - Approved for Use Androved for Uw Impact. Oeskn sea# Product MOdet. Nust iror Naill Product Description - ar Cl@fnlraHoll0a[e In NVHZ QuIell HVHi 19shfien( Pressure i M18AHS 16 ge high strength haadaa... ddr plate I Mi2022 Yes Yea NeA NIA 2 M188HS 18 ga4 super h10 strength truss emnestor plate 12131'2022- Yes Yas NIA NIA 3 Mil 16 16 ga-truss conedw plate 12Cln022 Yes Yes NIA NIA 4 M718HB logo,hlgh'eirength: lrussconnectorplate 1Mi=22 Yes Yes NIA FUA 5 M120HS. 20'ge. high strength truss connector Mate 121312022 Yes Yes. NIA NIA B TUB. a1T48 18 go. truss comecie plates I2131 Q022 Yes Yes l NIA TL201 MT20 20 ga. truss lxnnedor plates 12131=22 Yes Yes NIA NIA Florida Department of Business & Professional Regulation Page lot 1 Building Codes and Standards 11In02i Product Approval Application Detail coo EEltlly-or ,Dais pgft :Date patrol rw 2111 1XIM Version Manufacturer contact Encloser &.License Vagtlabd By vaeearoe i ut!"Il FBC; u.schrN Aowaved Status Revision 2020 Lonvur. Koui. Jell. James L Sr.l- P.C. Y1123M020 Eleven W union, -PE C 11/232020 11292020 ding FB AM Category: Roping (501)o83.6163 PE-31242 CTM317-8454 SrbCffiag nr Roofing Ancessules that are an ge0ey@kimanoo.com ntegrN Pal ofthe Rodin g System Compiled. Medl evalustlod Re P of mom. ratio Fiwida Registered Arphttectw a Lteensed Florida Pror.ssfonal Engineer PLiif279x Pro"' ,= - QUAIIIVAaebraiCe Abnraved 1w Use Aporovad for Use Impact Qeslbn Sao# Product Maaal Number al, Name Product msyrlotlon Con, Er�fNi no meta In HVN2 cut ido HVHZ Resistant PnYsura 1 Deck-Air'i DA.4 or TRI-SulitD.m-Air DA4 LN,.profile, Polypropylene Plastic,R"Vant 1211(2025 No Yes No-97:5I.973 Mephanicaly Attached to Pyrood Deck: Florida Department of Business Professional Regulation Pagel d1 Building Codes and Standards 1125022 Product Approval Application Detail Code Entity br PEA Data Data Pending 22A T6 Version Manufacturer e _ as Contact Edbinaer&U)carrse... � Vafidated By Validated Submitted FBCApdrovai �.._ Approved status o— Revision 2020 All American Shutters and Glass MlkaBarbieri Frank. L. Rennardo, P.E Troy Bishop, P. E. 10/28/2020 10/151202b 11 i05/2020 12d 5/2020 Approved. Category, Shutters (561) 712-98.82 PE-0046549 (954) 947.0880 SubcategoM Storm Panels mikebCaliamericanshutfe Compliance Method; Evaluation Repot iroma racom Florida Registered Architect ora Lh»naed Florida Professional Engineer u tL klTABe,#a PEUNdts - - sec# Prod uct Made], Num bar or rdme " Product Description QualiLVAssurance, Abbroved for Use Approved for Use Contract Expiration Data In IIVHZ outside HVHZ impact Design Resistant Pressure 1 24ga Galvanized Steel Sti Panels 24go Galvanized Steel Storm Panels 12131/2022 -Yes Yes Yes NIA aifly Aaswarw. Adprdvnd for Use Awrbyed for: use Ilnu�u ailBl Product Model Humber or Name: Product :Description ConhaatEkplrMlon Date In HVHZ QutsIde HYIH Rolethril prossury I kflcrollgm LVL laminated Vent. Lumber gw312023. No Yes N7A WA 2 parellem PSL Parellel Snmd Lumber G3131(2023, No Yes N(A NIA 3- 11rn1ei:5aend. LSL LornheAd Stand Lumber 031312023. No. Yes NJA NIA 4 TJ wm Board Structural Composite Lumber or orientedStrand UY312023, No Yes NIA NIA board Hurt Board 5 Weyeme... er RM Board oriented Strand Board Ron Board OU312023 No Yes NIA WA Florida Department of Business & Professional Regulation Pagel d3 ElvildingCodes-and Standards 1,7021 Product Approval Application Detail Coo EnIiN or f9(S L� data PmYdlno IJ_t- TY version Manufacturer contact Enakreerd 1.1—e Validated By validated 9ubenill FBCAoomyal Aporoyad a us Revision 20X Be.[Roofing Anderson Robin IAPMO Uniform Eveklalon GaryW.Wslker IV0312D20 11/0212020 IIMVM20 Approved Category: Roofing (601338&SNI Sersipee LLC. (205)654.13160 Subcategory: Rooting Mies RobInAuidsrsmtQboral.00 Cam Manes Maelotl: Evmumlon Re froma p Port m Product Evaluation Entlty xst 000 QLAI1N Assurance A oye4 f use nEr �_ Approved for Use bnWN 94aIg0 AKI Product Model..Numb rpr Name Product Ceacrlotfon. Coral Emhation Dale -1e111'ib owetde-HVHZ Sta?>fSPrt Pogrom, to t 6 t C ntry, Slat tQIEiep Y Bpi 9f Spzon -Shake, 61a wa d o IP Ile -Den e.0 Fla Profile v r 0 21220 1 !3 0 Flo Yes ! NIA NIA F Thatch &amP Impact BM - 17' Saxony 800 Slate Stake Ulric: Split Shake Flat Profile - Stockton. CA i2al'7020 No Yes NJA NIA 18- •:Sxpny 800-&Isle Shalt, tar ;Split Shake Fiat Profl.,R)eho, CA 12/31r2020 No Yes NIA NIA f9 :Saxony 740-Shake $let. A.mP,:^.olilShake - Flat Profile - Stockton, CA 12/3"IM20 No Yes NIA NIA 20 Sol, 70a- stairs, state Astor: Split shake. Plat Prollle- Rialto. CA 1V312020 No Yea N7A NJA 27 Tejas Espana i Bercalona High Prone - Katy, TX 12141r2020 No Yes NJA NJA 28 Mina Low Praele - Katy. TX 1212 Q020 No Yes NIA NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I Mi Ir2=l Code Entity or A* Dd. Da L,fte ing ogle Toe..ye,sloo, Manufacturer contact Endruef&.Lieeaa'a V.0dm rl Be S,b ,g(@dn' FBC Amroval &gy Yt ,d Will Revision 2020 Alpine StuartLoyd. ICC Evaluation service LLC WlimM:Rwlul PE 101MM20 1D2272020 i1A512020 1ip51202D' Approved Category: St-tu el C4np-lints (321) 710-3377 (4 7) 681 1917 subcategory; T .plates sia.I%Q.Ipincltytc- Cpmphance Method. Evaluedon Report from e Product Evea.1d. Entity Fi1BgS'.R7�PNlitlldl6 '- _ ,;,,, Duality Assswo Aperovslfor Us,. AbwovadforUse Nnpad b-101, Spy§# Product Model, Null Or Name Product Doerrmlon Comrao ExpbMlon Oar.. in HVHZ orasideHVFR Resldam Pbssrure 1 ITW BCGJAOI- Higher Strength (H 4-amp: S) Met.[ Conneda Plate i 2J3112024. Ye. Yes NIA NIA 2. ITW BCG/Npine. Hhge plate Metal Connector Plate 1213112024 Yes 'Yes NiA NIA 3 ITIN BCGiI Ohe Trulm Metal Connector Plate 12f3112024 Yes Yes NIA NIA 4 ITW SCO/Alpfne Wove Metal Cmo.ciw Plate 12r112024 Yes 'Yes NIA NiA Florida Department of Business & Professional Regulation Building Codes a ild Ste ride rds Product Approval Application Detail Page 1 02 901.021 2111112 .0 Qate penchant 211e. I= Version Man 4-Aurer Co lost Enoinae ll License Validated ev Validated submitted FBC Agoraval AtBimaiion 2020 IUphA Alumkium. Inc, Jose Diva Will R. Lanes seven M. Uricit. PE 11/1312020 1 Y/162020: 11]2a2020 Approved Category: Panel Welk (407) 509=20(18 PE-67114 (717) 317-8454 subCalagary: So6ts alphasIomn ntrdQy.ho Compliance Method: Evaluation Report tom. arm Florida ReglsteredA✓chitect or a Licensed Florida Profeselonal Engineer .ti#te544AiA`aNupra. Quaint Assurame ADDroyed�for Use ADI)MVed for Use AMMIl Desldn .goo#.:. .Product Model Numhar or. Name Product D.senotion Contact Emiratlon Door In HYHz: Outside HVHZ flosishut F[assg[E f: .:Alpha Aluminum $did &amp:VtiMedAluri'a/urti:Settle! Arch a Aluminum solid&amp Vented Aluminum 87130/2823 No :'Yes No NIA CMu& Wood' - SoraUCMu chirp Wood Florda Department of Business & Professional Regulation Building Codes and. Standards Product Approval Application Detail P,gei oft lacl rat EMIM er Dip 2" Data Pending PAR 1Srpg Yerslon Manufacturer Conrad EneMesr$Uronse Validated By Vaidated sutxnkeel F50 Aeorovar Aooroved §Ig(y¢, Anpmshon 2020 PGTlndustres Jeoa Rosowski 'lul.ml-Oada SCCO-.CER MlamvwDad. BCC0-VAL 11A152D20 11)UM20 1IM112020 Approved Category: Windows: (941) 466-0100 (76%315�2590 subcategory: Mullions lrcsorskl@p9tmdustneac Cempllarea Mathes: Coruscation Mork or ysting con ., ' F`Rfi' "ts -. .. _ - -. :... ,,, _ ,: '.. Qualtly Assurance Agormed for Use A—y.dforuaE Stuart ._ Product Model. Number or Name Product Description Contract Eartratpricar, It, HVHZ autsids, HVHZ Rwhorunt lorgrure 1 Mullions lcrAll Doors and Winders Aluminum Mullions, 05262038- Yes Yes Yes I'll Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Applizattilan Detail Peg.i of I/62021 C-slo. FstIW or gig 2" OMa Pandlrro Date 19a Version Manufacture cold @rtokiaerd Ucailse ValidatedByValidated .g nitted escAMiroYal AgprQygd Status Revision 2020 GAF Mldnael Stleh Robert Nleminen John W. Knesevich, PE 09262020 090=0 1(4=020 121i5/2020 Approved Category: froohng (600) 70S-.3411 PE -Sale& (014) 772-62Z4 subrategary: Asphalt Shingles mstlea@gaf.com Compliance Method: EYaluatioi Report from a Florida RegisterrO Architect or a Licensed Fordo Protesslonal Engineer t#fitlpa-fits Pratlue£4 - F - Quality Assurance '. Approved for Use Act rovad for Use: know 0"[ it fig" -Product Model, trial or Name Roduet Descripton CpArad Ewirsdi-Dale in HVHZ "side HVHZ ResLul Pressure 1 GAF Asphalt Rool'Smngler Fiberglass, relofa'ced 4-too, laminated, til and 12MR512022 No Yes NrA NIA ni Rid 'as heeshin des D ge D 9 Florida Doperim ant of Business &,Professional Regulation Building Codes and.Standards Product Approval Application Detail Paget of I1E/2921 93nd r Snail p Date Pending 4d �Ia dl psi£ Tfoo Ve�lor,. Maaidacturae _Cooled 4nalnoardLlcenaa Validated Sir Vellifated Subnihtea FCC Aiidrpvel Aoprov.a Status. t e Revision 20 Notice Metal Products Inc.Clark 2g Jones Jones L. Bucker- .E StevanM: UnM. E e . P_ � P 62712020 9F2 - 2a ro4. o 0 0 0 520 10 /2 2 12H612a. 20 Approved Category: Roping (904)783440) CBUCK Engineering (7177317-845i - lh,bcategary: Roding Accessaris§ firstare an darkgflamco.com PE-31242 Integral Pen pith. Roofing System Compllancv Method: EY.luehon Ropod from A Pierre Reglataed Architeot ore Licensed Flodda Frofeasionel Engineer 'e' 14i ak1i=R2;1rnp'dues: . " ,...: : 1- I... �Quctay AsswNice Aoprovedfor Use Anprovedtot Use- knpaet Ceslm 8,49 Product MpON- Numberor LWA Product rleacrirtloo Contract F.Di atia, Date In HVXZ Outside HVHZ Re sis ool, Proswre 3 3-FLAMCO&quo1;RV10 Ridge Vent&quit; Aluminum Ross Veils Wpilotfed roofsfabricated 12131/2324 No Yes No WA from 0.025' Aluminum Florida Department of Business Sr Professional Regulation Building Codes and Sta ride rds Product Approval Application Detail Page I of 1 1125022 Code. Entity or Date Date Date Pending Date jygg Version Manufacturer contact Ena)naer &License Validated EV .Validated .Submitted FBC Aoomval Aoorovad gl$ Revision 2020, Products, Global Protection Product LLC. Tim Robinsoniter A. Til , Jr. .E. Jof1 nezavlch. PE 09/08 0 n P n W K /202 �J0812020 _ 10101f1020: 12l1512020 rovetl App. Category Shutters (S54) t289-7545 PE-44187 (954) 772-6224 subcategory; Storm Panels tim.rolimeon@gppentwm Compliance Method: Evaluation Report from A Florida Registered Architect ora Licensed Ftorida Professional Engineer Se �Ni product Model,Numberbr Name GoMuO Approved for Use Aao Product Description rife InHV eoe hapadQIDeakin Resistant Pmssore 1 20 Gage Galvanized. Steel Storm PanelslHVHZ. Corrugated Galvanized Steel storm Panels retained 12al1'2022 Yes Yes Yes NIA or not by trades to provide: hurricane protection. 2 24 Gage Galvanized Steel Storm PaneWNHYHZ Corrugated Galvanized Steel Siorn Panelsretained1213112022 No Yes Yes NIA or not by hacks to provide hurricane. protection. Florida Department of Business &.Professional Regulation Page'1 or Building Codes and Standards Ir1202i Product Approval Application Detail May 27, 2022 fi ^e W a) C ill � _ Ca p a) &.. e U = L ty Q 0 O i . CM}e Ca U ' W -a^ W— a- (n ^' W '0 O U 'O -= __W= -0^1 0 � -2 -2 w O .Cn Cn 1E -0 a) O Wv O ^_ , -0 — .+-# VJ i.L 0 E Z Z W J C - -. 4 W b i' 1 � r= R- 0. CIton cv* X r+U_ cl C yC-4 � yC QN t9 Y N a1 a)--+ C dr=,e C 4 s3 M toQa = -C cm e0'= -0= E p L 12 cn a) ��a N z � M _W M > 0 0_ O C/'� Ill O <C (1) W L) M m =:3 Q -0 � O M W 2 nC: W Z z a -__t ll SHEET NO. PA 1,1 I I I III '_JL! _ ' I I I I I I III I I I I I I I 1 II 1 1 1 1 1 1__L I 1 11 1 1 1' IIIII 11wlfl IIIIIIIFII' I I'PIr II'I ll 1'SA §'.'ll -uI 'rE I III11 1, ll II I ' 1 11 VJ W T-� 0 a� 0 N C- C O + �� _ Simpson Strong Tfe 2020 FBC Approved Products Updated p • Simpson Strong -Tie 2020 FBA Approved Products Updated l2/3012020 a • ... � Simpson Strong -Tie 2020 FBC Approved Products Updated 1213012020 �� aCJtm -"SOn Stron 'TIe 2020 FBC A roved PCOd.UICt5 p 9 pp UPdatetl 12130l2020 n♦ � U � For direct link% to all 58T approvals Isted below, CLICK HERE, ,.. For direct Inca to all SST Approvals listed belovv,. CLICK HERE.. t For direct links to: ant SST approvals Isted belwiI CLICK HERE., For direct InkS to ail SST approvals Wed pelft. CLICK HERE ... .. ,, .. - W CQ LL . -Informationf . .. .. a F«-additionallhf mate regarding.lan 51 Id.. Product' royals remind Maori Qfld County Notice CLICK HERE. ¢la Staew e..-ApP System e iX ic. Acceptance a .. ,-: ., For Information FI«idaS$tewlde Praduet.A rOwal$ rem -and Maml QadaGaun g..... g $t. Ap. YS. fy_..... NG&ma OLAcce lance N4 .CLICK HERE. P:._. (. A) :c County i r r : _l. -s a wide... u '.A" Approval to Ma IQflda a For Information a tin Fl« to .Prod ct W System and m @g.,Q da. &t ...... pP Ys. - - 9 .. 1 RE Not of Acca t c t10. CL CK HE M.e a an. [ A), Y...... P.. r du. h+Y nri' �" d -. n. «addlClon information regarding Flonda5 �alewidePro. 1A royal System a -Da eCcu '� F al G t .9.. - , .. PP ..tY .., 9 .Ys. ' of of Au E c . � CLICK HER . Notice ca e N E IG .tan , p.. A) .� FL#2355-R7 FL#10446-RG FL#10456-R-5 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1-518" tD 3- 9116" and heights ranging from 4-5116" to 11". Concealed flange (3) Product Model. Number or Name Product Descrntion Sea # Product Model. Number orName Product Description S_ # Product Model, Number or Name Product Description version (HUSC) available for modelshavingwidth equal to or L2 Q "L 1 Masonry (TTNSS) Titan Stainless Steel Concrete -$Mason -Screw 114" diameter Titan stainless steel masonry 1 A21, A23, A33, A34, A35, A44 Angles 1 BT, BTB. BTH Brick Ties greater than3-9116". = O L O 2 APA21, APA4, APA6, APVA21, API APVAS Outdoor Accents Angles 2 CMST72 CMST14, OMSTCI6 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1-718" to 3 Q C _ 3 APB44, APB44R, APVB56; APB66R APB$8. APBWR, APB1010, APB101OR, APVB44, Outdoor Accents Post Bases 3 CS14, CS16, CS18 CS20, C522 Coiled Straps 518" and heights ranging from 9-1/4"to 16". Q U _ FL#M9-R6 APVB44R, APVB65, APVB66R, APVB88, APVB88R,-APVB1010, APV8101 OR 4 CSHP16, CSHP20 Coiled Straps 13 LGU3.25-SOS, LGU3.63SDS L6U5.25-SDS Face -mount hangers (u` O := ,- (� 4 APDJT2-4, APDJT2R-4, APDJT2-6 APOJT2R 6, APVDJT2-4, APVDJT2R-4, APVDJT2.6, Outdoor Accents Deck Joist Ties 5 CTS218 CompressionfTension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers -0 Co Q Sea # Product Model, Number or Name Product Description APVDJT2R-6 6 DSP, SSP, TSP Stud to Plate tie 15 LUC26Z, LUC21 OZ Face -mount hangers 111 1 SD10112DBB OutdoorAceents Connector Screw 5 APHH46, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7' H1, H10A, H2.5A, H3, H6, H7Z, Hle. HIS$, H16-2, Hle-28 HurncansTies 16 LUS series hangers Face -mount hangers available inwidths 'rangingfrom 1-9116to 4- (3)L � CL 2 SD9112; S139212; SDI 0112, SDI0212 Strong -Drive SD Connector Screw 6 APL4; APL6, APT4; APT6, APVL4, APVL6 APVT4, APVT6 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2,HOT-3, HGT-4 Heavy Girder Tiedown 5/8' and heights ranging from 3'tc'10-1511E", (f) QCU 3 SO9112SS SD9212SS SIfon -Drive ZE> Connector SS Screw 9 7 APLH24; APLH24R; APLH26, APLH26R,,APLH210, APLH21OR Outdoor Accents Light Hangers 9 9 S HS24 Flurricans Tle" 17 MG.U3.63-SDS, MGU5.25-SDS, MGU5.50-SDS, MGU5.62-SOS, MGU7.00•SDS Face -mount hangers 4 $DCF22434, SDCFZ2a12 SDCF22614, SDCF22700, 5DCF22858, SDGF221014; - Strong -Drive 8 BVLZ Stick Veneer Lodger 1D - 4 HSS2 $D51:5, HSS2 2 SDS3; HSS2 3-SDS3. HSS SDS3 Heavy Stud y ud 1 $ MIU sines hangers h gg Face mount hangers avallable In widths. ranging from 1 9/16' to G g SDCF221134, SDCF221334, SDCF271958,.SDCF272358 8 QBT2Z, CBT4Z Concealed Beam Ties 11 HST2, HST3, HSTS HST8 Straight Straps 118' and'heigh" ranging from 6-15116" to 19-111 5, SDCP22434, SDCP22512 SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HT$24, HTS28, HTS30 HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount bangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQI5KTZ; HTSQ20KTZ Heavy Twist Strap 20 SUR, SUL, SURC, SULC series, hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614, SDHR31400 SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light floor Tie Anchor 9118" to 3-9118" and heights ranging from 3-1115" fo 13-314". 7 SOS25112 SDS25134, SDS25200, SDS25212, SDS25300, SDS25312, SDS25412, Strong Drive SDS Heavy -Duty Connector Screw 13 FC4. FOS Framing Clips 15 LSTA9, LETA12: LSTA15, LSTA18, LSTA21, LSTA24,.LSTA30, LSTA35 Straight Straps Concealed flange version (SURC. SULC)-available for all double SDS25500, SDMOOD, SDS25800 14 FWANZ Foundation Wall Angles 16 LSTI49, LST173 Straight Straps `2X and 4X models; on ly acute flange is concealed. 8 SDS26112ES, SDS2520OSS, SDS25212SS, SDS25WDSS, SDS25312SS Strong-Drlve SDS Heavy -Duty Connector SS Screw '15 GAI, GA2 Gusset Angles 17 LTB20, LTS40 Bridging 21 U series hangers Face -mount hangers available in Wdths ranging from 1-9116"to 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, HIOA•2, H1 OS, H1 4, HGA10 Hurricane Ties 18 LTS12, LTS16, LTS18, LT520 Light Twist Strap Wand heights ranging from 2-5/8" to11.114". 17 HCJTZ Heavy ConcealedJoistTie 19 MGT MediumGirder Tiedown 18 HH4, HH6 Header Hangers 20 1 MST37, MST48, MST60, MST72 Straight Straps FL#10007-R8 19 KBS1Z Knee -Brace Stabilizer 21 1 MSTA12, MSTA15, III MSTA21,MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps FL*10667-R6 20 L30, L50, L70, Lg0 Angles 22 MSTC28, MSTC40,, MSTC52; MSTC66 MSTC76 Straight Straps Sea # Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 msTC48B3, msTrcmB3 Pre -Bent Straps Sea* Product Model. Num beror'Name Product Description 1 ATR318, ATR112, ATR5/8, ATR314 Threaded Rods 22 LS30, LS50, LS70, LS90 Skewable Angles 24 MST126,.MSTI36, MSTI48, MSTI60, MST172 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-gtI T'to T 2 ATUDS,ATUD6-2,ATUD9,ATUO9=2,ATUD9-3,ATUDI4ATUD74-2 Aluminum Take -Up Device 23 ISiZ AdjusmbleStair Stringer Connector 25 MTS12,MTS16;MTSI8MTS20,MT824C,MTS30,MTS30C Medium Twist Strap 118" and heights ranging from 7.118"to30". 3 - BP318 2, BP112, BP112 3, BP5T8�2, BP616-3; BP3f4; BP3/4 3, BPF2TUD3 4 Bearing Plates 24 LSSJ26LZ, L5SJ26RZ: LSSJ28LZ, LS5,12BRZ LSSd210LZ, LSSJ210RZ Field Adjustable Jack Hanger 26 1 NCA2k10 12, NGA2st12 12, NCA2x8 16; NCA2x10 16, NCA2x 216 Bridging Jdgi g 2 DGBF Series hangers 9 _ r , Topflan a hangers available m tiadths ranging from 3 �18' to 7 9 g9 9 4 CNW318; CNW112, CNW518, CNW3/4 CNW518-112, CNW3/4-5/8 Coupler Nuts 25 LSSRI AI, LSSR2:7 LSSR2.37 LSSR2.56, LSSR210-2 LSSR410 Field Adjustable Slopeable/Skewable Hanger 27 RCWB12 RCWB14 Wall Bracing 1/8" and heights ranging from 9-114" to 24", 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTLI Coupling Take -Up Device p g P 26 LTP4; LTP5 Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-112" to 3- CTUD98, CTUD99 27 ML23Z, ML24Z, ML28Z, ML28Z, ML21OZ' Angles 29 RSP4 Stud to Plate Connector 5/8' and heights ranging from 7-114" to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SP1, SP2, SP41 SP6, SPS 'Stud Plata Tie 4 DGHF series hangers Top flange hangers available in w dths ranging from 1-3/4" to 3- 7 RTUO3,.RTUD3B, RTUD4, RTUD48, RTUD5,-RTUD8, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC - Hinged Roof Connector 31 S1PH4, SPH6, SPH6 Heavy Stud Plate Tie 518" and heights ranging from 9-114" to 24". 8 TUD9, TUDIO Take -Up Device $0 MMLU26, MMLU262, MMLU28, MMLU28-2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SSI.5, SS2 5, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EGO series hangers Top flange hangers available in Wdths ranging from 5-114" to 8- 9. TUW38 Take -Up Washer 31 RBC, RBCP Roof Boundary Clips 33 ST9, ST12, ST78, ST22, ST292 ST2122,. ST2115, ST2215, ST5215, ST6224, ST6236 Straight Straps 718" and heights ranging from 1 1"to 32-1/2". 10 URS3 318" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 T620, TB27, TB30, TB36, TB42, T848; TB54, TB56, TB60 Tension Bridging 6. EGO series hangers Top flange hangers available in widths ranging from 3-518" to 7- 11 URS4 1/2" Uplift Rod Run Tledown System 33 RTC22Z, RTC42, RT02Z, RTC44 Rigid Tie Connectors 35 TWB10, 7WW2, 7WB14 Wall Bracing 114" and heights ranging from i 1-1r4" to 32". 12 URS6 518" Uplift Rod RunTiedown System 34 STC, STCT, DTC, HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tisdown 7 GLS series hangers Saddle hangers available in mndths ranging from 3-I14''to 6-718" 13 URS6 514" Uplift Rod Run T'Iedown System 35 TJC37, TJC57 Truss Jack Clips 37 WB108, WB1 DOC, WS120, WB126C, W6143C Wall Bracing and heights ranging from 8-112" to 28"_ 36 ZZ Z4, Z44 Panel Stiffener Clips 6 GLTV series hangers Top flange hangers available in widths ranging from 3-111 to 7- 1/8 and heights ranging from 11'to 32". FL#10441-R6 FLtR10531-firs 13- HIS series hangers Top flange hangers available in widths ranging from ? Ol16" to 7- FL#10447-R5 112' and heights ranging from 8" to 30", Sec C Product Model. Number or Name Praduat Deserintton Sea # Product Model. Number or Name Product Descrlbtlon 10 HGLS series hangers Saddle hangers available In widths ranging from 5-111 to 8-78" 1 DTT2 Hold-down Sea # Product Model, Number or Name Product Description 1 CBH2,37x5.5;CBH2 37063, 08[42.37x9:75 Concealed hangers and heights ranging from 10 112 to 28". 2 HDC1014, HDC10122 Hold-down I AHED Adjustable Hip End Connector 2 DU, DHU, DH UTF series hangers" Face -mount (DU, DHU) and top -flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in'widths ranging from 3-114" to 8- 3 HDQ8; HHDQ11, HHDQ14 Hold-down 2 DSC2R-SDS3, DSC2LSDS3, DSC5R.SD83, OSC5L-8DS3 Drag Strut Connectors available in widths, ranging from 1-9118" to 3.9116" and heights 718' and heights ranging from 7-1/2'to 32", 4 HOU2, HDU4; HDU5; HDUB, HDU11, HDU14 Hold-down 3 GBC' .Gable Brace12 & ranging from 9-1/8" to 23.15/16". HGLTV series hangers Topfilange hangers available in vddths ranging from 3-114"to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1,81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63-SOS; HGU5,25-SOS; HGU5 50SOS, HGU5.62•SDS; HGU7:00•SDS, HGU7:2r Face -mount hangers 118" and heights ranging from 14" to 33". 6 LSTHD8, LSTHDBRJ Strap -style hold-down 5- HHRC2-2, HHRC42, HHRC422, HHRC4/I Z1, HHRC44, HHRC5.2513.25. HHRC5.3713.1Z Heavy Hip to Ridge Connectors SDS, HGU9A0-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5116" to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face. -mount hangers available in widths ranging from 1-518" to 7- 9118" and heights ranging from 18" to 26'. a MPA132, MPA144 Strap -style urlin anchor P 6 HRC1.81, HRC22 H' Ridge Connector rP 9 $18" and heights ranging from 5-5116 to 12-718", 14 HUSTF series hangers 9 To flan joist hangers available in widths ran in from 3-118"to p 9e j 9 9 9 9 PI PA23, PA28; PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU525-SDS, HHGU5.50-SDS, HHGU562-SDS, HHGU7,00-SDS, HHGU725SDS, Face -mount hangers 3-9116" and heights ranging from5-34'to 13-1/8". 10 PAI1:8, PA123; PA128, PI Strap -style purlin anchor 6 LSU26, LSSU28, LSSU210 Light Slopeable/Skewzble U Hanger HHGUO.00-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 11 STHDI0, STHD1 DRJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26.2, HHUS28-2, HHUS210-2, HHUS46, HHUS48, HHUS410, HHU85.50110: Face -mount hangers liT and heights ranging from 3-7f16"to 15". Concealed flange 12 STHD14, STHDI4RJ Strap -style hold-down 1.0 TQ24, TC26, TC28 Truss:Clip HHUS7 25110 version (HUSTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218,2 THA222-Z THA41.3, THA418, THAG418, THA422; Adjustable Truss. Hanger 7 HSUR, HSUL, HSURC HSULC series hangers $kewsd face -mount hangers available In widths ranging from 3. greater than 2-9116". Fzz THAC422 THA426: THA422-2,:THA426-2 1/8 to5-118" and heights ranging from 4314" to 95-3/4"- 16 HWP series hangers Top flange hangers available In widths ranging from 1-9116" to 7- 12 THAI1.81/22, THAl2 06/22 THAI21122; THA1222, THA1322, THA135221 THA1422 !Adjustable Truss Hanger Sized for l•Joists Concealed flange version (HSURC,;HSULG) available for oil 178' and heights ranging from 5 378" to=28'. 13 THAC422, THAR422 Skewed Truss Hanger double 2X.and 4Xmodels; only acute flange is concealed, 17 HWPH series hangers Tap flange hangers available in widths from 1-9/18" to 7- 14 THJA26, LTHJA26; LTHMA Multiple Truss Hangers 8 HTU25'; HT1128, HTU210, HTU262, HTU28-2, HTU210-2 Face -mount hangers 1/2' and heights ranging from 5-316"to 32". Q 15 THJM2.4SDS3, THJM2-5-SDS3 THJU26; THJLIM•W Multiple Truss Hangers 9 HU. HUC.series hangers Face -mount hangers available in widths ranging from 1-9116"to 7- 18 ITS series hangers Top flange hangers available in wdths ranging from 1-9118" to 3• N 16 TSBR2-24 Truss Spacer -Restraint 112 and heights ranging from 2.718''to 191/4: Concealed flange 518' and heights ranging from 9-118" to 16". to W 17 VPA2, VPA25, VPA3 VPA35, VPA4 Variable Pitch Connectors version (HUG) available modes nay ng:wvidth equal to or ig JB series han gels Tap flange hangers available in width of 1-9116' and nights Q„ ` 18 VTCR Valley Truss Clip g eater than 2-9116". ranging from 5-3/6" to 7.114", W 10 HUCQ1.81/9SDS, HUC41:81111-SOS; HUCQ210.2-SDS, HUCO210-3•SDS HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9116" and heights c ro v M SDS; HUCQ410-SDS, HUCQ412SDS, HUCQS.2519-SD, S, HUCQ5.25J11 SDS HUCQ610- ranging from 9-3116" to 13-1/8". � SDS, HUCQ612SDS r^ ro o N cV Q o C14 as s m w ao = = a 3 i eo oa C C] Q '9 E 0 0 .a. OEM Simpson Strong -Tie 2020 FBC Approved Products Updated 12130/2020 EMM Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3012020 �' a i7 Simpson Strong -Tie 2020 FBC Approved Products Updated 12130/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 1n0n020 CEM For Bract Inks to all SOT approvals listed belp;v,: CLICK HERE. For direct Inks to all SST approvals Wed belovd,. CLICK HERE. For direct Inks to ell SST approvals listed beiova,. CLICK HERE. For direct links to all SST approvals Isted belov, CLICK HERE. For additional information regarding Fimda,s-Statewide Product System and Miami -Dade Dade County Notice of Acceptance {NOR), �LCK .Far additional information regarding FIGdes-S-tawde PrgdctApproval System and ami-0Dade County - otrceof Ac e tanca tN R), CU, For additional information reardin9Flondas utatewProduct Approval andMan�-0ad_e OcuntyN�ce ofAcce tancofNOA), CiK� For inidrmatonre ardor Florida'sFlddas Statewide Product Approver System and /elm-0areCepnt:Notice of Acce tanco (NOR),r ruv 21 LB series hangers Top flange hangers available in width ofl-9/16"and heights FLM114WRS 1$ S1LBV156 51LBV1.81,S1LBV206.SILBVZ37 S/LBV256,S&SV2.68,S/LBV3,12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-318" to 15-116", SILBV356, SILBV3.62L S/LBV406, _I-&Em.12, S&BV4.28, SA-BV4.75, S/LBV5.50 6. Strong-Bolt2 (STS2, STB2.4SS, STB2.6SS) Strong-ecti Wedge Anchor for concreteavailable in tarpon 22 LBAZ series hangers Top flange hangers available in width of 1-9/16" and heights Sea X Produ9t Model NumbeLorName Product Descrintlon 19 S/LTT20, S/DTT2Z, S/HTT14; HTIA HTt5 Hpldmvns steel and Types 304 and 316 stainless steel ranging from 9.3116" in 13-118". 1 HHUS210 3, HHU52104 Joist Hanger 20 S/MST60, SIMST72 Straps 118 mil (10 ga) 7 Titan HD (THD-H, THD-HMG; THD,H4SS, THD-H6SS, THD-CS, THD-MSS) Titan HD Heavy Dirty Screw Anchor for concrete and masonry 23 LEG3, LEGS, LEG7 series hangers Top flangehangers available In widths ranging from 3 1 /4" to 6- 2 HRS6, HRS8, HR812 Strap Ties 21 SP4, SP6 Stud Plate Ties available with hex head 1n carbon steel and Types 304 and 316 718' and heights ranging from 9" to 33-112'. 3 HUCQ210-2-SDS, HUCQ210-3-808, HUGQ310-SDS Joist Hanger 22 SSP, DSP,'TSP Stud Plata Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-114" to 6- 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Ciip Type 316 stainless steel 718" and heights ranging from 9" to 32-1/2". 5 THG02-SDS3, THGQ3-8084.5 THG0142-SDS3, THGQH3-SDS4.5, THGQH4-SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HO Rod Coupler (THD37634RC,THD50934RC) Then HD Threaded Rod Coupler for 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 6 THGW3-3, THGW34, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THD825158RH, THDB37158RH, THD37212RH, Tien HD Threaded Rod Hanger for concrete 118".and heights ranging from 9-114"to 24". THD50234RH, THD10212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9116" and heights 10 Wedge -All (WA) Wedge-Ah Anchor for masonry ranging from 3-5/8" to 7-1/8". FL#11473-R5 FL#13904-R5 27 28 RR WP series hangers Ridge rafter connector Top flange hangers available In widths ranging from 1-9tle" to 7- Sen # Product Model. Number or Name Product Description Sea 8 Product Model. Number or Name Product Description FL#16230-RO 118" and heights ranging 9-114" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3 52-SDSHDG, CCQM4.62-SDSHDG, CCQM5.50-SDSHOG, CCTQM3.62-SDSG-, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.82SDSG, CCT0M5 50-SDSG,'CCCQM3.62-SDSG, CCCQM4.62-SD8G, Sea # Product Model. Number or Name Product Description 3 HIS, H16S H16-2; H16-26 Hurricane Tie CCCQM5,50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10860-R5 4 HETA12, HETA16, HETA20 HETA24 HETA40 Embedded Truss Anchor 2 ECCLQM3.6207•KT, ECCLQM4 62G-KT, ECCLQM5.50G-KT, ECCLLQMD3.62G-KT, Masonry Pier Caps 2 Ef•HP ET -HP Epoxy Adhesive for masonry 5 HETA!_i2 HETALI6 HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT ECCLLgMDS aOG-KT, ECCLRQMD3;6203-KT, ECCLRQMD4.62G- 3 SET-XP SEf-XPriigh-Strength Epoxy Adfiesivefor masonry Sea # Product Modell Nu ter r Name Product Description 6 HGAM10, HMO Masonry retrofit connectors 3 KT, ECQLRQMD5:SOG-KT 4 Strong -Bolt 2 (ST62) Strong -Bolt 2 Wedge Anchor formasonry }e W 1 ABA44; ABA44R, ABA46, ABA46R, ASA6e, ABA66R Adjustable Post Base 7 HHETAI6 HHETA20 HHETA24 HHETA40 Heavy Embedded Truss Anchor' HGUM5 25. HGUM550, HGUMI HGUM7,25, HGUM9.00 Heavy Masonry Hangers 5 Titan (TTN2) Titan 2 Screw Anchor for Concrete 2 P tABU44; ABU44R, ABU46, ABU46R, ABUS-5, ABU6fi, ABU66R, ABU88, Adjustable Port Base 8 f LGT2, LGT3 9D52a, LGT4 SDS3' GkderTledown 4 LGUM26 2 LGUM26.3, LGUM26 4 LGUM28.2, LGUMZS 3, LGUM28 4, LGUIuI21D2, B e Masonry cam Hangers 6 e - - t QH H D Titan HD (TH Otis, T D H6SS TH CS6SS) Then HD Heavy -Duty Screw Anchor for concrete available in 304 ABUBSR, ABU1010; ABU701'DR; ASU1212;.ABUW12R 9 LTAZ Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM46, LGUM48 LGUM410 or316 stainless steelwith hex head, and316 stainless steelwith 3 4 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7-7 AC4, AC4R, ACE4, AC6, ACOR, ACE6 Adjustable Post Base Post Cap 10 11 META12, META16, META18, I META24; META40 MSTAII MSTAM36; MSTCI MSTCM60 Embedded Truss Anchor Strap Tie for Masonry 5 MBHA3.1219.25, MBHA312/11 25, MBHA3 5617.25, MBHA3.56/9.25, MSHA3.5611125, MBHA3:56/11.88, MBHA3 56iI4 MSHA3.5611E, MBHA3.56/18, MBHA5,50t7.25, MasonryTop Flange Beam Hangers 7 Titen Turbo (TNT) countersunk head. Then Turbo Screw Anchor for concrete or masonry z 5 BC4, BC46, BC4R, BC6, 3C6R; BC8, SCS2-214, SC52-316 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSN20 Twist Strap for Masonry M13HA5.50/9.25, MSHA5.50111 25, MBHA5_50/11.88, M13HA5.50/14, MSHA5.50116, 6 CB44, C646, CB48, C566, CB68 Embedded Column Base MBHA5.50118 7 CBS044-SDS2, CBSQ45-SDI CBSQ66-SDS2, CB5086-SDS2, CBSQ88-SOS2 Embedded Column Base 6 MSHU3b619:25, MBHU3.56111.25, MBHU3 56111.88, MSHU3.5&14, MBHU3,56116, Masonry Beam Hangers FL#16937-R3 8 CC, ECC, ECCU Series Boted column caps with W1 ranging from 3.1A"to9-1t2" and FL#111496-R5 MBHU3.56/18, MBH1.15.5019,25, MBHUE50111.23, MBHU5.50111..88, MBHU5,60114, W2 ranging from 3-518" to 7-112" MSHU5.50/16, MBHU5:50118 §ea # Product Model, Number orName Product Descrintlon O 9 CCQ-SOS2,5; ECCQSDS2.5 Series Screwed column caps with W1 ranging from 3-1/4" to9.IiT and Sea # Product Model. Num bar or Name Product Descriation 1 X3461016.5K, X1 $1016,X701018.4K XQ1$101S. XQ1B1016-4K 410.16 Strong-DriveX Metal Self -Drilling, Tapping Screws with #3 L� W2 ranging from 3.518" to 7.1/2" 1 DTT1 Z Deck Tension Tie, Drill Point /1 10 CPT44Z,CPT66Z,CPT88Z Concealed Post Tie Base 2 HD1'2,HDI9 BoltedHoldcwne FL*i3975-116 2 XLQ114TI224,.XL0114B1224-2K 412.24Strong-Drive XL Large -Head Metal Self -Drilling, Tapping 11 EPB44A, EPB44, EPB45, EPB65 Embedded Post Bass 3 HD3B, HD58, HDI HD9B' Balled Holdowns Screws with #5 Drill Point and Large Diameter Hex Washer Head 12 EPS4Z Embedded Post Base 4 HTT4, HITS; HTT5.314 Tension Ties Sea,# Product Model, Numb r ogL e Name Product Description 3 XMQ11461224, XM011461224-2K 412-24 Strong -Drive XM Medium -Head Metal Self -Drilling, O 13 LCB44, LCW6 Embedded Column Base 5 LTT19, LTT20B, LTTl31 Li htTerrsionTies 1 SDW22300 $DW22338, SDW22438, SDW22458, SDW22600, SOW22600, SDW22e38,. Stron -Drive SOW EWP-PLY and TRUSS -PLY Screws g Tapping Screws with 0Drill Point and Medium Diameter Hex 14 LPC4Z, LPC6Z Light Post Cap SDW22634 4 XQ114SI224, XQ114B7224-2.5K X114S1224, XQ112Si224, XQ11281224-2K #f12-24 Strong -Dove X Metal $elf -Drilling, Tapping Screws with #5 4' 0 i5 MPB44Z, MPB66Z, MPB88Z Moment Post Base 2 SDWC15450 SDWC15600 Strong -Drive SDWC TRUSS Screw Drill Point 0 16 PB44, P644R, PB46, P666, PB66R Embedded Post Base FL#13628-R5 3 SDWHI930006, SDWH10400DB, SDWH19600DS, SDWH198000B SDWH101000DB Strong -Drive SDWH TIMBER-HEXScrew 5 XU34S1016, XU34B1016-5K #r10-16 Strong -Drive XU Metal Self -Drilling, Tapping Screws with 17 PBS44A, PBS46: PES66 Embedded Post Base 4- SOWH274000, SDWH278iJOG-, SDWH27800G SD'WH271000G, SDWH271200G Strong -Drive SDWH TIMBER HEX HOG Screw 4.1 Drill Point 18 PBV6, PBVi0 Round Post Base Sig_# Product Model. Number or Name Product Descrintion 5 SDWS16212, SOWS16300, SDWS16312; SDWS164DO Strong -Drive SOWS FRAMING Screw 19 PC44-161 PC46-16y PC48-16; PC64-16, PC66-16, EPC44-18; EPC46-16, EPC48-15, Post Cap 1 SB518x24, SB718x24, SB1x30 SBAnchor Bolts 6 SDW51960q SDWS1071Z SDWS22403,SDWS22S0O;SDWS22512,'SDWS221500, Strong -Drive SDWSTIMBER Screw(Interior:Grade) O EPC84-16, EPCOO-18 2 SSTB16, SST820, SST&24, SST828; SSTB34, S8TB36, SST81 OL, SST620L, SSTS24L, SSTB Anchor Bolts SDWS22800, SOWS22900; SOWS221000, SDWS221I00SDWS221200, SDI 500 FL#35320-RO L 20 PI PC4R7 PCOZ, PC5RZ, PC8Z, PC8RZ, EFI EPC4R.Z, EPI EPC6RZ, EPC8Z, Post Cap SSTB28L 7 SDW522300DB: EDWS2240066 SDWS22500DB, SDWS226000B, SDWS2280003, Strong.Drive SOWS TIMBER Screw (Exterior Grade) %1 EPC8RZ SDWS221000013 Sea # Product Model. Num ber or Name Product Description 21 PPB44-4Z, PPB44-6Z .Post Base S SDWS223120BB,.SDW822512013B Outdoor Accents Structural Wood Screw 1 DSSC843.5; DSSCB46, DSSC848, OSHS Bypass Framing Drift Strut Connector �11 22 RPBZ Retrofit Post Bass FL#13872-R4 9 SDW827300SS,SDWS2740OSS, SDWS2750OSS, SDWS2760OSS, SDWS278008S, Strorig-DrNe SOWS TIMBER SS Screw 2 FCB43.5, FCB45.5, FCB47.5, FCB49.5, FCB411.5 Bypass Framing Fixed -Clip Connector rV^� SDI 000SS, SOWS2711200SS 3 FPHSD34S1018, FPHSD34B1016 FPHSD34B1016-5K, FPHSD34S1214, #y10-18 and.#12-14 Strong -Drive FPHSDFramingxa-CFS.Se1F- v! Sep S Product Model- Number or Name Product Descrintlon 10 SDWV13400 Strang -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214, FPHSD34612145K Drilling, Tapping Screws � ICU FL#t0866-R5 1' CMST12, CMST14;: CMSTC16, C$14, CS16, CS18, C620, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25 LSFC425, LSFC6 25, SFC2;25 SFC4:25, SFC6:25 Steel Framing Connector 2 HRS6; :HRS8, HRS12 FHA6 FHA$, FHAl2, FHA18,.FHA24, FHA30 MST126, MSTI3,6, Straps 97 mil (12 5 LSSQ'4 25, LSSC6.25, S5C2.25, SSC4.25 SSC6.25, MSSC,2.25, MSSC4.25, MSSCB Z5, Stest Stud': Connectors Sea # Product Model. Number or Name Product Description MSTI48, MST160, MSTI72, SIMST27 S1MST37 VMST46 MSSC4.25KW, MSSC6 25KW 1. FJA, FSA Foundation Anchor 3. HTS16, HTS20, HTS24, HTS28,. HTS30, HTS30C Heavy Twist Straps FLSI,5363-R3 Z RCKW3, RCKW5.5, RCKW7;5, RCKWSS, RCKW5:5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA3Q, LSTR36, LST149, LSTI73, MSTA9, MSTA12, MSTA15, M$TA18; MSTA21, MSTA24 Straps 43 mil (1;8 ga) 7 SCB43 5, 9GB45,5, S0B47,5, SCB49 5, S01541 i.5, MSCS45.5, MSC647.5 Bypass Framing Slide -Clip Connector ^ 3 GH46 6, GH46 8, GH4E:6, GH48 8, GH410-6, GH410 8, .GH66-6: GH66-8, GH68 6, GH68 8, GH890-8, GH810-8 .Girder Hanger ggO) 5 6 LSTA9, LSTA12, LSTA15, LSTA18, LSTA2i, LSTA24, ST292, ST2122, ST2115, ST2215 LSUBH3;25, 5UBH3.�, MSUBH325 Straps33 mil (20 a Bridging Connector Sea # 1 Product Model. NumberorName AS 18; AS iBSa, A318S8 Product Descrintlon 18 ga. Truss Plates 8. 9 _ - SC532 5197, SCS62 5197. SCS62 51118, SG532 51118 SCW3:25, SCW5-5 Bypass Fromm Connaatbr ea 9 Head -of -Wall Slide -Clip Connector 4 GLB5A, GLB5B, GLB5C, GLBSD, GLB7A, GLB713, GLB7C, OLB70 Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 2OH5 20 ga. High Strength Truss Plate 10 SJC8 25, SJC10.25, MSJC8.25, MSJC10.25 Steel Joist Connectors L� 5 61-13T512, GBLT612, GLBT516, GBLT616, GLST520, GBLT620 Glularn Bearing Plate 8 LTS12, LTS16, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SS83.518 Bypass Framing Slide -Clip Strut Con nectar 6 HGLBA, HGLBB, HGLBC, HGLBO HeavyGlulam Bearing Plate 9 1 MSTA36, ST6215, ST5224, ST9; ST12, ST18, ST22, MSTC28, MSTC4Q MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH34B1414, XLSH7881414 #14-14 Strong -Drive XLSH ShculderedSelf-Drilling, Tapping 0 7 HGT-2, HGT-3, HGT•4 Heavy Girder Tiedown 10 MSTC66 MSTC78, STS238 Straps 68 mil (14 ga) Screws L1J 8 UFP10-SDS3 Unwersa I Foundation Plate 11 1 MTS18, MTS18 MTS20 MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQ1S1016, XQ1 B1016-4K, X01S1214, XQIB1214-3;5K, XQ7881224, XQ76BI224-3K; 410-16: #12-14: and 912-24 Strong -Drive X Metal Self -Dulling, 9 URFP Universal Retrofit Foundation Plate 12 S/81.56, SiOl:81, SB2.06, S/B2.37 SIB2.56, S/62:68, S1133,12, SA33,56; 8/133.62, SIB4:06; Top Flange Joist Hangers FL#15730-R4 XQ114S1224, XQ11491224-2 5K XQ112S1224, XQ112B1224-2K, X34BI016-5K, Tapping Screws Q ^�^,, S/B412, S164:28, S/84.75, S/B5,50 X1$1010, XIB1016.4K, XIS1214, XiB1214.3 5K W 13 S/BA2.12/8, SfeA2,12110 S/BA2AV12, S1BA2.12/14, SIBA4;18/8, S/BA4.18110, Top Flange Joist Hangers Sea # Product Model, Number or Name Product Descd2jion Z J SIBA4.18M2, SIBA4.18/14 i ET -HP Adhesive Anchor for concrete Z 14 SiH1A Hurricane Tie 2 GAC; GDP GDPM-50, GDPM-7$, GDPM.100, GDP$, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies 15 S/HDSS, SiHD8B,SIHDIOS, S1H0108, VHDI5$, SM0158 Holdowns 3' PDPA, PDPA-K, PDPA CMG PDPAT PDPAT-K, PINW, PINWP, PINWP-W, POPAWL, Powder -actuated fasteners. threaded studs, and assemblies J 16 $!HDU4, S1HDU6, S11-11DU9, $/HDU11 Holdowns PDPAWL-MG, PSV,L3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 17 S/JCT,S/HJCT Joist Hangers 4 SET-3G' Adhesive Anchor for concrete d SHEET NO. May 27, 2022 PA 1,2- Mli4w =r 11805ZW26" ftwt Roaaal—VI OF JWGUXATOJ LVA L+G0tifC0W " ' $ 5 QtE* X, ` . 175-2474 T y 1aI11C. NorthVvinice,FL 4275 �#: .-bemg.� tt� apg�c��.rttles aitd Ye � ,..tbe"use eaf �casxs , �ftlar;�l� 'j�g sir*;�a�` era �,�� la,�a �.s �e�v� t�•� 1aw�dactoIl�et'fpr.' ppes_lfta `.r fails:to'p€if.it�ajited ilye ti�tzcrirt�ee_Kpeftw.vfsttd adthe.4 imadiatelyrevdkLm,=odi , ar 1e . of—sashh pc material vtitbist 1hesr sdc PF steseores i t to sea'Ee dis ae; e if "it-ts detect b-ya de C y-Prod.=:t oSection dais pmcar 1 fails to meet &ereq*=mtxokft 4 bk.i 'Id* c9&_ Thi�prbduxtisappra edas hettk andhas beet designpd to cmaplywhhlhe Ronda BMjjfiqg4Cbde, MCkKU8 the High VAMq 11 sae � C WH0N:` rues 4S7W27� 7 V1sy l Md6g GUTS U'o f l i9r1rsk 10 t iers-I. •L 1 thmugh,21raf2l,prepw dbyw ,dttedl10.+0511Sand"lax?'revised onOn1121, signedandwaledby A. L , P_E_, bearing " ' `Dade: ax4r_ r tra RevisionstarnpvMht Notimof Ace-eptawe nu ber and expuadon4ase by the Va=- Rade Cbunty Fro4=t Con roi Sechom MBl 7WAC'T RATL'; Lam S�a11st1e" Itct 1t 1- See table 1. sheet j and die 2 (sheet forapplicableSGD t.q.PM. ems, ssi rs (sew taT�es B-1 � �2; slsee� 7.:. a�:ost s rerggpteots, in" i l tbraz I b Rigad'Vv%itePV -Tat( +pi e)midPVC Ez acoad_(Faiatedorlanai ) alli dFVCtolae lad per re R?' x 3 E opeiaialae fleces �r mt i min dear �.�FrhegW er . �as- iEle� ' 4; Faek et wa& under ap to be `re* by`Bmuo fc�11;o Rr,;EW.4LL offtsWOAshlillbe=L4dwed afteramxvW MAimbeen fied amd l beI0ano ao. tixe. � " soda �� ate the Via' Oft ttl'{s TERAff _A,'n ',N cf 0' A oreur air fie ex r dl tr if? ei is ssbee se i or ethe der use, aos�r m �it� � ash. l ofiiu.s as.a�: ea��s �f• "�, r sales, do si tg or a r o sbaU tutoma&atly teNOA. Fadwre-t:)r e y With a e seas€a��ri`�.isl►dt?Asi#rec�ss�iF� - at�dof� AD-t` TSUMNT:,Ibe. NO a=LergieDBkd bytes i D. , Fonda, and followedbythe IIdabed. aa3g _ . it -of dLe-N0Aiidispbqed, thewit.shall be irk. it�t. 1 `aMC1"E0`LN- : As sop o:f t ' W0A sh4lbepm'i d'to` e: s r f yt ae s# tl s t st s 04 k' n it ffieee job site at, the cifllualdir l rtiai_ 1 NOA revise - ,& nett+ .N 1 k, ti .0 d € f f .an te pa• s E4, ,, F1 3 , E-5 & E•.+6 as weHas apprt`i air#. Thembmifted doca®eatst was *wed by Islsa l.1. C P.E. TNOA No, 214206.03 page 1, FGT Indnshiea. InC.. NOTICE O..F.ACEPTANGE; ENT DENCE SUB MU M 2. Evidwce. SubmWd =derpre.vm1 s:.soab. A:S DRAG L Dtawing No MD-55570.0 Rev B, titled --Vinyl Slid" I Ghss Door NOA aW, sheds 1 2I trf 2I, aver dated 10,45 5 last reed on. fli4 2420, stuedand scaled by A'_ Lynn Mfflff, PZ B. TESTS 1. Test reports =1) Air Infiltrate. Test, pff FBC, TAS 202-94 LTtforix Static Air Ptessnm Test, Loading per FW, TAS 202.94 3) Water Resistance Test, per FBC, TAS 242-94 4 LwgeMissile It> pa t Test perFEC, TAS 201-9 5 Cam: Wind Pks;suve loadingper FBC, TAS 203"- �a la i s' s dia t of"all P T' Zia Inc- lepreswtative vnits listed bdOW:ani tested to DowA l 791 and Domil.993; ` prepared bFenestration Ted La ate, -, 'TestReports No..: F 'L-7897,P T5275*Jtv1�.^F,*'�41+��m F'Window(? (mot in sat.),. dated 114 1711120-2107.1, F''[ .}0 2107. 2, PGT CA 7 40 Alm Ouftwing Casement. Window (unit g in prop) F L-20- 21f17.3, PGTPW762GA Ahminum Fixed VTmdow t 9 in pvW4 2nd'FTL-20-2,107.4, PGT PW7620A Ahem F Vi(unit 10 in dated G-1/13f209 all 4gued and sealed by-1dalmis Ortrga, P.E. C. CALCULATIONS 1. 6qan&,stmeWl C' r 1� �Z1t1. C 701: Ed" " (2 i* dated a 7J20,t pwpwed AS L li1e; F.E. 2_ fs tl wit}I T 1 - a . 4 -I2 an -16. A QUALnYASStTkkNCE Main Da of Regubtory and Econ6mic Re aowC s. OtER): E. MATERIAL CERTIFICATIONS 1_ Notice of -Acepptarwe No0,030r+:02 ismied tpKwway Anwic-a,%tc. fortheir "TrusifoW, 1 dkar° Clear, and Color P%B Mass, Inteabi, . 87 4:. t No.17�'8i' 02 to A_ 2. �a �, Inc.-fe►r "SeatryGlat ar and Whited rater yersC% , - D'J r" _ 3_ Notice of Accqta= Nm 18-11 16 to V n Extrtisions Innited, for their 'Brown Coated (Painud or Lammat _Vaine Rigid PVC Exterior Eatrasions [vr utdGws and Doqrs7, uquiding an 095W24. 4. Notice of'Acceptance No. 19-1106.I1 toVis�m E�e� Limited for . � ION ..Tan 202: amid ate ode (ion--' lthe) Rigid Ce#dar PVC. Ear* Exhmsions forWmd ws and Doars7, on 12,Q24121_ I (' �'irtrdnct 1^aauErwl l3' �utsi NOA Na, 2181"05M E.spiratm.al%rte; t14,2026 �pprnxsl iFai�: � :tra y91. E -# NOT" OF ACICEPT ANICE: It i s rr1 CERMIC TIONSt a 3 r a,. 5. r .n * a� Sbit r r ice, F weak Asa ` F5 ViEtspayg k a i ! i tS111 7 d EE::rtl ` 1i it# ik c §... ;{• '.*:,y }d: r.'YB k ,d '. y ° LMr:-4 * gig di '�: xbia 9 4 t#a Y. �'. A.. aed,' "-"r3'.. d•rSE iA + b h �'e:- i. °ds: "r`A a' r � .: a:tl :Y: ,. P l- � � . -i I k ;a r -F .ta • ,-ra. r o aai�:, � �a .. S :1§ r Y t € l .+t,E: a d, - r r:I+ ama 6<I � T a- •# t a` "`�.9 r 5 I .:,iY Ala 1. A i ly .edY 1 .: ti �. aii :.r" .ka d ..;,� :.* p • .' r` A w,a* i1t � :r 1 ;eiY::«a - � r a #. 41 ;ai tJ ie ,n. ..i r 6 a-1 h aB 1 :al °�. -+r' i ya .r•E,$� :,ai - S.. ` 7 e. + t - t ,eY t• ' - . ,�r 'F r l a a•a . atY d, * v r , :'- as � � ;iiY otl d d .a as - F A _., ,, - yk b a ,I: - "A !¢ 1 .;A t� • :t# r y OT 1 NOA r i0A 7-e42k TVT W 1) and updates to rg 2ll2 ('/*' . ` qViting 04.11) 21_ 2- ]:ERTe pis& 19-1i55 d2ted 41 Ma 6y lsbagi_ t tla- Pam, 4411 1. tiL.... ,Y PX. F1,aelaet Cant-1 Ea'o a- dan Dates;' s�igrii 1t#1tb3a< •��"Lt:rax�ts� Itai $,.�� .mil IN - w•w4 w;a � Et r tlaa, ,I =; r , ,tea #�•,� ; t y=: S f y y .- i # r�*a wl " .ta y ii � �s.`,.' r:# ! - .o-"3 ..w r a19 4 m1..6 ► d:wr 'S::.o:ya � 1 'd. � "A�ait":;r .i6.1... f,ai d da • A-. -r * r.i .'J. � - t a t t �` aM m. * '•.F;.,._ r ..e is ° ,ram : ° � r:;. ';P;4 • C ::Y wtlY,t4; - e y If - t tar 4 w � � �i,�r .Ya y �:w ;;.r Y r ,; 4,d t t • ' r ' a� e a rt ++.ii �"'n,� r,_;r 3' :tY,d a::is: . .aF�!¢`�:: +$,if M:.$ F1 RPM E' 2. lvhxq I Chanda. PX. arodvtl t su Cow�,r�,l t AL No..iy�} ii��.wpF3 gi rats Date: - Aurg 14, 2026 Apra€0 iD2fe -Leh is, mi O.. C r EVWTw 4 ''"dentie, Szbmd°-a N' t dir w _,gym. tr d..,- #_°ttr a, Y. .ika.#-., a.t r � -q ��., aaw. ,,• - >.. p.t< w-e � t - NoteIbis revision;':A. i-:a irs YS,Fa of same exist* instaflatim 4e+-'r # flathead - FGT laid tries, I=. NOTICE OFACCEPTANC 1E.EMENCE SUBNUTED D. QUAILM ASAMANCE L Nliami Dade Thep cf ht( E4ID c -. MATERIAL E•R If3CATIO S 1 Notim ofAcceptance No- I5-052&1 t issued WV E=rasum Lnuitedfortheir "aW1"4,"C Ex or Extimsions for Windows and Doore. dated d /l5, expking-m'09130)19; 2. Noti e ofAw e No.1 2ii 'tO V Ejtr Limited fDrtheor `YE 1 6;Tan 202,aatdlighter Shades q - 1 V, CE emEx `for Vftdowsand.DooiV, dated1- 3. Notice ofAcceptance No.,1: 25.15 issued tDViSionExtnLsion Limited forth& ° 1 Coated,Tanit>ed or L. d PN"C Exterior Exwasms for _ Notice of c ceptar Igo_ 1 1712.02 imed tGENERGITmestration Sohitim USA, Inc_ for t "'TAN3040 and Lester Shams ou- ite) Rim PV.C. Exterior E for kdew.s.,antd 1) "' domed i '151P6g on 021 21- 5. 'Notice qfAccepta= No- t-i712.W issued to 1NERI P � t: s . SA 1h,: fortheir"Urenze and -L ter Shades {coated Rigid-Y"VCTa0trt r 6- -Notice ofAcaptance. Nm_ '"712.03 issued tra ... +d IFencomfii .i Inc, _'bewwilif RJO&PVCExtew-ExUWms for Widows and bocirs'� dais "'. •, f32 8�1 . T• Test rT Par ts Ns ; I11- -7.9: , ti • 0 7, 5357 9-� per STT�M#, AST7VM192,9 and AS -d3 5. issued by E OVA to Visim Exftusim for £ebAwC convDsite (S'arbmfted-e'er • O X& 1141 # e _ Noti e QfAc�ee 16_ 1.4-4916.11_ to Kuramy Amerka, Inc for, t r -rSeutry-Glas (Clear and ttY ) %t kyee, on 0771 /18. 9. Nye ofAceept a o-16-11:17.01 kwed to k Via~ Inc- for tic "TrwMalg, T Atz aclear, Clear and Cedar P' B IaaflayerC, expiringon 07049, * 'STAT�IlYT 1. Statment Idtff of confortranm wttlxl Etla]i (ZOid) and -Et1i I ° imed by mmeactum -dated 0 411 ; inter dated Sl1 h �. �€tter riff f�� " � -. 7� is.s�ed y mai ttra sig ned SCAW,by Lynn MiUm -P'Y-.. Si* Letter of bb couphazim part of theAbDve tea np ts. 4. RER. Ttst ftTesal No-1 -03 7.. dated 5 511 , signed.by Ishaq Chmda, .E:: G. OTHER 1_ IoA.rte9L. 1-121041tePGT-1tdustdcs1kw the}ir sedim "55 710770" SWkGbaDoor infor ed)LW, 04J14PA _,. Produd Congrad-Unit Snpers3ser EZwl a a Dow: AI. l,t' yil26 Agv"is lD$ae. to n 1a,3tt'.1 14 May 27, 2022 N O Cn 2 L Q 0 .� to � O O _O Q� C Co 0C O _ Co LL _ O — co .� Z3 41? Q� O L co -#-a Q ao — N NLU LU C14 o U tZ G V CL LLJ N f]7 yr, . N Y as as E C C v � Q 3 3 m m 03 = — LA a) mn L -o >_ E o a � t_ 0 zCIO co > L 0- O � U O L Cl- Cn U m Q O L w N Z Z J Z Q J d SHEET NO. PA 1.3 O C_ to > MIAMI- MlAM1DADE CONUTY (D L.- a) Q. 0 baifiw� PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY A" ECONOMIC RESOURCES (RER) 11805 SW 26 Sfte-t, Room 209 Cast -Crete USA, LLC Cast -Crete USA. LLC Cast -Crete USA, LLC (D C- 0 CU -0 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 -1— (D 0 - CU - NOTICE OF ACCEPTANCE (NOA) �n-mlaLwidwclezov/economv M Cu to 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 a) 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS 0 0 C)- Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of 1, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details sheet 10 f .0 CU -4--0 CU 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. LT461 Z titled "Cast- Crete 4 ", 6 & 12 14— 0 (n CU 0 > SCOPE- "Cast -Crete 4 ", 6 12 " Lintel Scgre load Tables ", sheets I through 3 of 3, prepared by LT4612, titled "Cast -Crete 4 ", 6 " & 12 " Lintel Safe Load Tables ", sheets I Lintel S* Load Tables" sheets I through 3 of3, last revision dated 06112114, all -0 E 0 (D L_ This NOA is being issued under the, applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both through 3 of 3, prepared by Craig Parrino, RE, dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P. E., on 08119114. L_ W -6-a 0_ U) CU The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parr; A K revision dated March 11, 2008, all signed and sealed by Craig Parrino, P. E., on C_ Co 40—Q. U) < Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS (AHJ). I. Test report onflexural testing an 4" 6" & 12" Precast Concrete Lintels Filled and 'li 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control telspecimens, per TME-529-94, prepared Unfidled Models, total of (13) concretenAS B. TESTS C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. None. 1. Calculations far Cost -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, le this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Haman; P.E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed andsealed by Craig Parrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS 1. None. D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations or Cast -Crete Lintels, dated 05129103, 20 7 pages, prepared by Craig D. QUALITY ASSURANCE 1, By Miami -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 Parrino, P.E. 1. By Miami -Dade County Department ofPermitting, Environment, and RegulatoryAffairs. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by CraigParrino, P.E. E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code, 1. None. DESCRIPTION: (Cast -Crete) 4", 611 & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Quality System .Manual or Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from 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 February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida 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 -Crete Quality System Manual or 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. z MISSILE IWACT RATING: Large and Small Wmile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1, None. B. TESTS County logo. "Cast: Crete 4 "t 611 & 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 29, 2003, last revision dated March 11, 2008. B. TESTS C. CALCULATIONS W changein 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 materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1, None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). MJ any section of this NOA shall be cause for termination and removal of NOA. 1. None' 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 (RER). 1. Mone, the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Mtami-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 ofthe Building Official. L None. Crete U&4, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. C= 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, The submitted documentation was reviewed by Relmy A. Makar, P.E., M.S. Makar, P.E., M.S. A. Makar, P.E., M.S. C_3-11lefiny A. Makar, P.E., M.S. int Control Section Supervisor Pro act Control Section Supervisor Product Control Section Supervisor a- LL1 NOA No. 20-0630.15 CHIAM! MAPPROYED�i Expiration Date: 09/1V2023 NOA No. 20-000.15 Expiration Date: 09/11/2023 NOA No. 20-0630.15 Expiration Date: 09/11/2023 NOA No. 20-0630.15 Expiration Date: C14 09/11/2023 Approval Date: 08120/2020 og Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 C-4 Page I E-1 E-2 E-3 co 0 n. U Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 4 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. MOM D. QUALITY ASSURANCE D. QUALITY ASSURANCE L ByMami-Dade County Department of Regulatory and Economic Resources (RER). L By Miami -Dade County Department offtulatory and Economic Resources OZER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS E 1. None. 1. None. =3 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 Letter with the Florida Building Code, 2020 Edition, issued by Cast- M > A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. 0 1. Drawing No. FD4612, titled 'Precast and Prestressed Lintel Details ", sheet I of > CDL 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. 0- LT4612, titled "Cast -Crete 4 ", 611,& 12 " Lintel Safe Load Tables'; sheets 1 O < 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., an 60 0 Januwy 22, 2019. B. TESTS 0 1. None. L_ 0- C. CALCULATIONS 1. None, (1) Cl) D. QUALITY ASSURANCE co 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). M E. MATERIAL CERTIFICATIONS < 1. None. F. OTHER Article of Conversion for a name change. O1. CLZ LLJ "elm y A. Makar, P.E., M.S. CX Helmy A. Makar, P.E., M.S. < Product Control Section Supervisor Product Control Section Supervisor Z NOA No. 20-0630.15 NOA No. 20-0630.15 z Expiration Date- 09/11/2023 Expiration Date: 0911112023 < Approval Date: 08/20/2020 Approval Date: 0=020 E-4 E-5 SHEET NO. May 27, 2022 PA 1.4 , 'J�i ! P I � 11 1 1 l� I T I. , I !� 1 ;1 Z1I L ECO mcX's TILLIT TESTING G ENGINEERING COMPANY PRDD �T FWAL 2 22. TEST REPORIS; Large missile Impact and fatigue load tests were performed under Protocol$ TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads fRQD1WXXYALUAT10N REPowr Na 2op72sQi 0- MAIERIAL CHAR-ACTERISTICS-AND, SPECIFICATIONS: Shall 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 WATTFR A- -PILLIT,.M., RE I'Ll. L 4' X C,1 1�m Ni, D006719. as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176. Anchor spedficationsrshall be as indicated on sheets 1, 7 and 21 of I Testing, Inc., Reports ft 96-509 dated 0=91199$, #960-570 dated 09/1811996, 26, of Product Evaluation Doou ment (P,E.D.), drawing No. 20-176. RODUCT j9VALUATIM REPORT I #96-T30 dated 0912011996. all three a gned and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, I'n'C. repoft,# 2032 dated 0411611998 and # 2126 dated 1010511908 Witnessed by Gilbert Diamond, P.E. and Report No, 7. UMITATIQ 16 NO CONDITIONS OF USE: REPORT NO.: 20-0728.01 0219.01-09, dated March 4, 2000, signed and seated by Edmundo Largaespada, P.E. and Henry Hattern, P.E. 7.1. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, indicated DATE., July 28, 2020 Tensile test report No. 9CM-I 97 by QC Metallurgical, Inc., dated March 13, 2009, on sheet I of 26, as well as General Notes # I thru 4 and 11 thru 16, Indicated on sheet 21 of26 of FIlroduct Evaluation Document (P. E.D.), drawing No. 20-ITIS PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E, prepared by Tilteco, Inc., and signed and sealed by Walter A. Tillit, Jr, P,E. PRODUCT SUB -CATEGORY: Storm Panels , _R 2.3. rRUCTU ,ALENGINEERING CAljCVLATQft 7.2. Product may be instafled within HIGH VELOCITY HURRICANE ZONES as On 20 Gage Galvani;zed Steel Storm Panel for maximum panel length vs. design defined on section 1620.2 of the Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind load, as well as maximum anchor spacing vs. design Wind load and Oanel MANUFACTURER: Global fttedlon Ptowigs LLC. length,based on rational and comparative analysis, and in accordance with section 1616 ofthe Florda Bulk I ring Code. Calculations prepared by Tilteco, Inc., 7.3, Product shal I only be installed Into poured corycrete, concrete block, and wood frame structures. 4800 S.W. 5 1 Street dated 11103108 and 03/12115, signed and sealed by Walter A. Tillit, Jr., P�E, Davie, Florlda33314 1. PUREQNE OF EVALU&TVN; 3. MISSILE IMPACT RUISTANCE; Product Evaluation Report prepared by Walter A. Tiltil, Jr., P.E. (Florida Licorlse This is a Product Evaluation Report issued by Walter A. rillit, Jr., P.E. (System La rge missile impact under section 1626 of the Florida Building Code, as per No. 44167), President of Tiltew, Inc, (Florida CA-OON719). 10 #1900) to the Global Protection Products, LLC, Rule Chapter No. TAS 201 Protocol, MXIII1101lujil"o 610,20-3, Method I D of the Florida Department of Buslnetts and Pn*sslonal Regulation. 4. _W1RD1.QAWRI58MTA_N_Q&- 01"'t�k N� Tlk�/Sk. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind This product is being Issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall beas Indicated on sheets 8, 10, 14, 15, 16,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. S 167 been verified for compliance In accordance With the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for thepurposs Intended 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11, 14,15,17,18,19,2025and4of STATEOF at least equivalent to that required by the Code. 20, of Product Evaluation Document (P.E.D.), drawing No. 20-176, This Product Evaluation Reportsball be subject to review and revision In case of 5. INSTAL-LAT-10M SION-4," I"NillooltoW a Building Code change that may affect b limitations and conditions Installation shall be performed strictly in accordance with details indicated on 2, EVIDENCE SUMMITTE111- sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document Wk TI LTECO AD MON RECOROa A P. E. RliPORT-20 k GLOAAL PROTEOTION F RODUC TS, LLC 20 GAGE 2.1. PEtQQUCT EVALOATLO-N-1.)O.C-U-MENTRY—D�,1, (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as GALVANIZED STEC L VORM PANSLk DRM 020-VS REPO RIF # W-On&01 Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", indicated on sheets 8, 14,16,25 and 26 of 26, of Product Evaluation Document sheets I thru 26 of 26 prepared by Tilteco, Inc,; signed and sealed by Walter A. (P. E.D.), drawing No. 20-176. Tillit, Jr., P, E.; dated 07/28/2020. This drawirig Issn integral part Tziag,, Evaluation Report, 11� OF4 N IS g .`,��ZENSe 167 No. 44187 a EOF 40P. 6355 N.W 36th Streel� Suite 305, Miani, Florioda. 31166, - Phute: (305) 871-15,30.. A I ON fill 93 WALTEItA, rILLIT, RL, 111. ti to @001,cow PRODUCI ML11AIMN REPORT R,pr� d46? REPORT NO.: 20-0727.02 DATE: July 27,2020 PRODUCT CATEGORY: Shurtlers PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME� Z4 GA:QE GALVANIZED STEEL STORM PANEL MANUFACTURER: GIQWI ptmctlan Produc%= 4800 S,W. 51 Street Davis, Florida 3314 1. PURPOSE OF WALUMION, This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System ID# 1906) to the i3lobal Protection Products, Il Rule Chapter No. 81 G20-3, Method 1 D of the Florida Department of Busi ness and Professional Regulation. This product Is being issued an Evaluation Report as described herein, and has been verified for compliance in accordancewith the 2020 Seventh Edition of the Florida Building Code, arid to verify that the product Is , forthe purpose intended atlearit equivalent to that required by the Code. This Product Evaluation Report shall be:sulbjoct to review and revision in case of a Building Code change that may effect its limitations and conditions 2. EYIDENCE SULIMITTED: UY-RAID.U91EMILUATION 66CUM 0_60�; Drawing No. 20-1175,11tted'24 GAGE GALVANI&D STEEL STORM PANELI, gheets I thru IS of 1 � prepa rod by Tiltoco, Inci; signed and, seated by Walter A. Tillit, Jr., P.E,; dated 07t2712G20, This drawing Is an inta0 WN060416 Evaluation Report. Q T OF 6.3155 N.W. 36th Street, Suite 305, MiaraL Flo" 33,166 - PhOfte: (3,05) 871-1 -1531 UATION REMT NO, 24,0727.02 a miselle Impact loadIests were performed underSSTO 12-99 standard as per section 1609.1.2 of the Florida Building Code, Uniform static loads as per Section 1709A.3, per ASTM E-330, Test reports prepared by American Testing Lab of South Florida, Report # 0814XI-01 dated 03/11102 witnessed by William R. Manner, P.E., Sortz Moroz, P.E. and Henry Hattern, P. E. and Report No. 02119�011-09. dated February 25. 2000. slaned and seated bv Edmundo L.ajyc1t;bIJW,LI4, r-r-. dIIU nUfffy ULLUITI, r%r LaUge missue impaci ano cycitc: loadings per Protocols TAS 201 & 203 as per sealon 1609,1,2 of the Florida Building Code. Test Report prepared by American Testing Lab ofSouth Florida, Report, No. 1123.01 -10. dated November 23, 2010, Big nod and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-1 98 by QC Metallurgical Inc., dated March 13 2009, signed and sealed by Frank Grate, P.E, as per AS�M E-8 and Tensile Test as per QC Metallurgical Report No. I OKM-1316, dated December 1, 2010 signed and sealed by,Jerry Jacilofeno, P.E. as per ASTM E-8. 2a. ST UC1URALEN21NEERWja9AL9MLATXW% On 24 Go" Galvanized Steel Storm Panel for maximum panel length vs, design wind load, as well as. maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Galculatlons prepared by Tiltsoo, Inc.,dated 12/1 B110 and 08/27,113 (for this revision), signed and sealed by Walter A. Tillit, Jr., Il Large missile Impact under section 1609,1.2 of the Florida Building Code, as per $$TO 12-99Standard and TAS 201. 4. IMND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to s�.ustalri wind preSsures, Maximum parrai length shall be asindicated an sheets 3, 9, lo, 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 5,9,10,11,13 thru 16 and 18 of 18, of Product Evaluation Document (P.E,D.), drawing No. 26-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shotter assembly, as per SSTO 12-99 Standard. FROIDTICT UNSTAUATION: Installation shall be performed strictly in accordance With details indicated On sheets 3 thru 8, 12 thru 18 of 16, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 16, 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. �PIF�T ClIK Shall be strictly in accordance with General Notes and Components Indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Anchor specifications shall be as indicated on sheet I of 18, of Product Evaluation Document (P. EM..), drawing No. 20-17S. "Ild ITATIONS AND CONDITIONS OF USE: 7J � Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet I of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tilteco, Inc. and signed and seated by Walter A. T111111, Jr., P.E. 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. Tillit, Jr�, P,E. (Florida License No. 44167), President of Tifteto, Inc. (Florida CA-0006719). EN 7 WATILL [)!�TILTECO,ADMONREC'OROS�P,E.REPORT.2OkGL"ALII(.;�kI S AGE ,4N P L GALVANIZED STEEL STORM PANEL WAVVG#20A75� RO-OFRT#�"72741I, � J, AA W, 61 " ....... . �617 4, ONAIL —00 0 (2) (1) CL , C: 0 0 L_ 0 U) :t-_ (1) =3 -0 Q -cu 0 = O—C) 0 CU 0 U_ L,_ 0 CU > Cn co (D 0 E 0 -4-0 C 0 0 0_ CU -0 a — i C/) Z Z W mi COMEQNEM EQ8 REGULAR A LJEE SAFETY STORM PANELS 8�1) IN ME THAT PR&CAST STOW- OR PRECAST OONCRIDE PANELS. STUCCO OR WOOD BOARDS Int POUND ON THE (SCALE 1/2-1") 1/4, 2/4, 3/4, 4/4, 5/5, 7/5, OAUD MR 20 WON =3M) EXISTING WALL ANCHORS "AL BE UM ENOUGH TO REAM THE *Wk STRUCTURE WOW SUCH PARM& IW11O, 2W/10, 3W/10, 4W/10, I. STON PANEL SHOWN OR INS UCT EVALUATION COMMENT (RCIL) HAS BEEN VERIMED MR COMPLIANCE IN MKMORAM SHALL K AS UMVNED IN 0.1) AND IN E,2>� +6/5 ACCORDANCE Wn THE =0 (M EDITION) OF THE FLORIDA SURLDINC CODE, (TOTAL (TOTAL SW/10. 6W/11 & 7W/11 (c) i 3* VAX 1/4-0 TAPOON ANCHORS. AS MANUFACTUROD BY LTIN, BUAUXY� INC, ___0CHORS: MR CONCRETE SEE SCHEDULE ON SHEETS a, 0- - r WK DEM W114 LOADS SHALL BE DETERMNED AS PER SECTM 16M OF THE ABOYE MENTIONED CODE MIN.,-r-- FOR A WM SPIMD AS REQUIRED BY THE JORISSIDICTION WHERE TIM SHUTTERS In BE INSIALUM #1�10 PANELMATE FEMALE 10 AM FAJARWTE PLUS ANCHOK AS MANUFACTURED BY UCO 000STRUCUON PRDDUCM FOR WOOD SEE SECT"S ON smem it) I 1/4-# LAG $OMS PER N.O.S, 1 6 6 FOR A K4-0.86, VSM A%E 7-14 AND SHM.L NOT MEED THE WMALIM (AZZ-) DESIGN PRESSURE RATWOS MICATED ON STIEM 7 Ifft Q� 14, 15, 10, 19 At 24, - W= aUSHIMIC, AS 016rRUSUITE0 BY AU. POINT SCREW, SW In SPEZAM M GkVANM STEEL VVWY THE ABOVE CONDMON. ULTIMATE DESIGN WIND LOADS DETERMINED M ASCE 7-16 -7---- BE Fin A.M DES40N VITRO LOADS ITT MULTML*4 THEM BY 0 6 94 FOR IN OR ER TO SHALL C,t) MINUALIM 1"REAM PENETRATION WO WOOD OF TAPOGN ANCHORS MOLL BE 1 IW AND 2 ELGO PARftAKTE PLUS REAM IST RED ORDER TO AND PANELMALE FEMALE AD. 4.0. MIN, 7HWK COMPARE THESE W/ MAX (,kSA) DESIGN PRESSURE RATOCZ INDICATED ON SHEETS I THIRU 12, 14, 15, 16, 10 At M WM EDGE LAJ M. A 37 Z C3 ASTR MW TYK IN ORDER TO VERIFY THAT ANCHORS ON IM RED AS TESTED WERE NOT OVER STRESSED, A 3U 4NCR&kSE IN ALLOWABLE C.2) MINWM THREADED PERETMWN OF W SCSDIL IWO TIAE WOOD FRAME tMrr %ALL RE 1 40 THREADED IL rYP. A_GS3 W .2�� HEM Q� dRAIR, 50 NNAW EDGE STRESS FOR W94D LOADS WAS WL USED IN THOR ANALYSM FASITNERS SPACING TO WOOD HAS VM DETERMINED IN PMETRATION IWO StLK= SWL EV 0ONS100= AS PART OF THE AVQMW THAMED, PENEMM* ACCORDANCE MITI N.D.S. 2DI& 04 MINNUM EME DEPIANCE OF LAO SCREMI, INTO VOW S14I� BE AS MICATED IN ING ORNIONG 4" 0-00 40ax A 44Z r- bm COROARCe WITH SECTION 1626 OF ------------ ------------- cc C..� STOW PAMWS ADEUMAVY FOR IMPACT AM WIND RESISTANCE RAS BUN YET IN AC L ------- LU _E = THE ABOVE MENTIONED CODE AS PER HURRICANE ENGINMRIING & TMW INC� RI 0-20 SCREWS USED SHALL BE 1 1/2' LONG MIRIAM t3k- A >< D'ORTS U-SO. 116-570 111 96-TJO AND CA) MMMUM PENETRATION OF WOOD SUSH"0G SHALL BE 5/8 1/4 KHMMUTION IMPRO LAIL INC,, REPORTS #2032 & #2126 . AS PROTOCOLS 1AS-201. TAS-202 AND TAS-203. SHOUW STUCCO DUST. AND I' MINWM FOR *ALI$ MON NO SIUCCO� __T =m A`E WELL AS AMERICAN T67 LAB OF SOUTH FLORIA REPORT #0219.01-02. AS FER TAS 201, TAB 202 AND TAS C-S) 04 CASE THAT PRECAST W%iIIR= CONCAM PAMES, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISONC (9k END STORM PM 20 STANDARDS. %41� ANCHORS SHALL TC REACH THE MAN STRUCTURE UNNO SU04 PANELS Z ALL AILUMMM EXTRUSIONS TO BE 600-16 ALLOY AM TEMPER, (UNLESS OTHERWISE NOTED). SEE SHOD' 2, _2JIF? -------- ANCHORAGE SHALI, BE AS MENTIONED IN C,I)� C2) �k r,A) C�4 3. ALL AUNINUM SHEET METAL USED AT CLOSURM SHN.L HAVE 3`105�4114 ALLOY. 7_� (0) ANCHORS SHALL HE INSTALLED FOULMNOG ALL OF THE RECOMMENDATIONS AND SPECMTM" Of THE AIRWOR'S M"FACTURDR. cm 4. ALL STEEL SHEET METAL PANEL$ SHALL HAVE MICWRAL QUALITY STEEL ASTU A-S43 OR" 50 M"MUM, 0-60 PAMMS DO JAP A25* r 1W VOILTED PANELS Wl 1/44-20XI' & PANELS MAY ALSO BE OW 1 0 7W* JE, CkVANW STEEL MSMATION AM- WS k.I (AtTER ROLLED). MORTALLY FOLLIMMO 01STALLAT" DETAILS SHOWN W SECTION 3 THROUGH 40 (SHEETS 4 OWL Sm AWITITI M TOW (%a SxCTIONS AS T THRWGH 6) V(CEPT THAT WAOM & Q SHALL ROT K USED, At a S� M,& SIOLE '.4 .11W . S/32- 5, &L SCREWS TO BE STAINLESS STEEL 304 OR $16 AEG SERIES OR COMSION RESISTANT ONTM CARBON SIM AS PER r - f- I �r UG cu 91 7 GIMIL Be THE MPOWSLITY OFrTX CONTRACTOR To 11MY THE SOUNDNESS OF THE Mmm WHERE SHUM is To BE 4 1 12 1/2- DO- 12 Ile APPLCA81c) (SM SECTIONS AS APPLICABLE) ON WIN W/ 50 W MIT STRENGTH AND 90 W RNSME STRIDtOT" & SHAI COMPLY W/ FLORIDA OUCD" CODE SECTION 2411.3,J,4� ATTACHED TO INSURE PROPER ANGKORW- THIS SNATER SHALL ONLY BE ATTACKO TO CONCRETE, SLOCK OR WOW FRMAE 3,315* L V", T1 G -LLJ-L-" L SE, W ON SHEETS 5, 6 12 RESPMTIVEVY� SHALL HA4 A LEGOM AM REA%L`f MOE MARIORC WSTRUCIM DARER OR HIMMEq W 7 ANCHORS TO WALL %MLL W AS FOLLOV& 125, = = It Cn, CL 5, BOLTS TO BE ASTU A-"7 "YNQED STEEL, OR AM 304 SERTS STAINLESS STM WTH 46 kM WAAMIN YIEZ 003. STRERM TO ZACH REGULAR STORM PANEL WITH LENGTHS OVER W-8 THROUGH IT"% AS PER SECDOMS 6, EL 9 & 10 AND ALIERNATNES RW, 6, IENANTITO SECURE PANELS WITH$ APPLICABLE ROMFOROE" DURING PMD3 OF HCIRRIGAW MRUNUG, it a .375' TT g N IQ _04� 11. THE INSTALLATION CONTRACTOR M TO ALL SHULTER COMPONENT MOM WHICH REMARI IN CONTINUOUS CONTACT WITH ,1/4-0 TAPCON ANCHORS AS MANWACTURED, BY LT.W. STUIUDEX. INC (W.. V-3192 p-Q THE BUILONO TO PRevew WM/VX =CW11r CD /4' A 7/9' CALK -IN ANCHORS, AS MANAPACTURED, BY OEWALT M. OW f--VW P,.1) yaw WM&" I /ev# IZ STORM PANEL hNINALLATION SHALL COMPLY WITH SPECS 411ACATED IN THIS DRAWING PLUS ANY RUILSTAIC AM ZOR144C REGULATIONS n4+ - 3/4' SWO-SET ANCHICAS, AS WSTRIBUTED BY ALL PONT SCREW, BOLT & SPECIALTY CO. ROURDEO CORNER 0 am or FIAW:S Qnr, f'0-300D PRVM BY THE JURWGITON WKM PERMIT IS AMUEO TO END LIP W/ HEINED EWE, vjam - 114-tO PANEIMATE FWALE K) & PANELMATE� PLUS ANCHORS AS MANUFACIURM ITT 8= CONSTRUCTION FROWM. I& (A) THtS PRODUCT EVALUATION DOCUMENT (PXM) PREPARED BY THIS ENG0410 IS MEMO AND DOES NOT PROYM INFORMAIM MA In ANGLE AS= WUN 11= ANGLE WM 6 OAAL e-3350 V�Q F139 A SITE SPECIFIC PfitkiECT� Lo. WHERE: THE SPIL CONOMONS MWE FROM THE PZO, 2/4. 3/4, 4/4. 5/5. 7/15, WX - 1/4-0 CF T&P-OW ANCHORS. AS MOMFACTURED BY TRU-FASt CORPORATION (r.-S600 9,.Jj VAMPS SEE W, 0. 2W/10. 3W/10, 4W/10. 6/5 0, 6W/I I & 7W/11 e MR PAOUIL"IE FFMAjx also ON TFRS P.E.0, RRCV= HOKE WEs NOT Omn RNDM THE CONDITIONS, oamw 04 THM DWUWK 1/14 4, 2/14 '314" A.1) W EMBEDMENT OF TAPCON ANICHORF, INTO POURED CONCRETE SHALL BE 1 3/4 (tl) CONTRACTOR V BE RESPONSRILE FOR THE SELECTION, PURCHASE AM iNSTA"OON INCLUDING LIFE WFTY OF THIS PRODUCT # 0 AND PANDMILIC " AND 1 1/4' FOR CF TAP -GRIP ANCHORS. 760- ow- To* CONSTRI)COON SWETY AT SUE IS THE OONTMOTOR'S ITIDSPO"UM A2) MIR-IN & SWD-SET ""0" SHALL 1W EAMOW 7/8- INTO THE "OUM CCKIWM No EMBEDMENT Wo ___AWMOM FOR CONCRETE SEE SCHEDULE ON SHEETS 8 & S___4 W THIS PRODUCT EVALUATION DOCUMENT VOLL BE CONSIDERED MALID IF MODIFKO� .37V FOR WOOD SEE SECTIONS ON SHEETS 10 & 11 STUCCO SHALL PC PIPUTTM 1/4' 0-20 SCREWS USED SHALL BE I I1Z LORD MINIMUM SHOULD STUCCO EXIST, OUT WITH WK RUTS EWINW or RECGRC (f CA) FOR INC PR"cr AND "40 "a BE Mponsou FOR Tw_ NO I* MMMUM FOR WALLS WDH NO STUCGO� AND MAY 9V HEADED SCREWS OR ALL THRMW SCREWS W/O HEAD. (d) STIE SPECIFIC "CUECIS SIOU BE PREPARED ITT A FWMIM REGISTERED ENGINEER OR ARWECT M*CM OLL SWOME THE PROPER USE OF Wgige WC9GM0FjM. 49MAS i Z"GA ENG00MR N= PON PZM SNGNECTL TO THE A.3) IN CAM THAT PRECAST STOW, PRECAST CONCRETE PAREL!L PAVML STUCCO ON WOW QOARDS BE FOUND ON THE S MR RMEW, MLOCAMW AT --- REGULAR SIORM P EXISTING WALL OR FLOM ANCHORS 94AU HE LONG ENOIJOH TO REACH THE MAIN STRUCTURE REHM SUCH PANEL 04MW .05iw- Q -ANELS n1 A Q ELEVATION PAN". ANCHOPME SHALL BE AS MENTIONED IN A.1) AND IN A,2). (A) THIS P,M SHALL BEAR THE WE AND 01110"AL SEAL AND SIGNATURE Of INE FOOTIMS3010M. it., �M' L__j - _ZM' N.T.S. (a) ENGINEER OF RECORD THAT PREPARED M 991 KM WASHER -Trm) 1/4� 4 WCON MCHORS AS MAINUFA,71URED BY 1. T� W, BUXOM INC_ 14- SHUTTER MANUFACTUREAS LABEL SHALL BE LOCATED ON A READILY VISEILE LOCAMON AT STORM �.O$r am I GAP I PANEL SHUTTER IN ACCORDANCE WITH SECTION 17MILS OF fLARMA, EURLWO CODE 40K LABEL 006* M-B&CLAHM 2Ar IV 0 . 7/8' CAtX-W ANCHORS, AS M"WACTURIED, Bf WWALT M� (MM r..ISOD p.Jj SHALL BE PLACED FOR VERY OPENING. LVaM 10 COMPLY WPM SECTION 170S.2 OF THE I "MAII011 (lowt NMRP .1 *W WjEr� 1/4'0 X 3/4' SCUU-SEr ANCHORS, AS, DISPRIMM BY ALL POW SCREW. RDLT A SKGML7Y CO. FLORIDA BUXOM COOC GALVAN9W 0 (MIN V-1800 P.i) FL. #��IO FANELMATE FEIAkE 10 AND PANELMAIE KOS ANCHORS. AS MMWACTURM BY ELOO CONSTRUCTION L ONLY BE USED TO !eW- 5, ------ ----- _j. 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TM F-CWn" OR Cr Tp,_W, CONCRETE ANCHORS TV UlIED" ON SIM a a 9) (SM snflmr OR MOM a THROUIN 9) r =1011% 3 Ef. rl C&SE-A.. ,.or kir W. 42*_`0 TIMM* 'jr.4! Aw low -01 NO I =M*M MIAMI t&K-im %IMI 04, AT OR FANVUVIV� An M *AQKM ARCO" M10CIFOI&M 1 INN MR= am (SM 5= ON rm WNEO" Do 1 sem a 7MMM 0) BUILft QU SCALE 3,M-I- MUM- E.D. - EDGE DISTANCE NEW I* WRTE . VMUM . 1/W r (SEE SDHEDULE ON THCK AWAL TUBE OR I' X -J, LELAID PT, WOW RUDE SPAM SHUTS a a 0) SCALE 3/16.1" NEW I' MOE . VARO . i/0' ALIAL TOM DR I' . VARIES 177 WOOD PLATE SPACM TOP & BOTTOM MOUNTING$ DAN BE I N, TOM d I COMBINED IN ANY WAY TO SUIT ANY CONOMM Ti = scHan" INSTA"TICOL SIAM a THROLIGH -RACK t.M. F)USTRIC POURED "IPA BUILDING CODE High veloCkly Hu CONCRETE of *200 TOM W_ CONDOM BLOM mown*.) 20 GAGE O&VARMED SM STOMA PANEL REDURREIL "WWI i No 4067 sr. x1l. 1�ft� * /f_r_jL_Tj —CO PRWUM, LLC. ATE Of— .. \ GLOBAL PROTECTION TIME, `,t"UffA;Z7 M& EQR SBKM IS== Al la Q8 -'s CdWAW . 20-176 _Z:0—MkW"A` CA 000712 NIZ4k"W-1,1tw�71 ., I I ED. - WM DISTANCE N (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE SHEET 9) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. ____ANCHOIUX FOR CONORRIVE SIX SCHEDULE ON SHM 9 FCA WOW Sm SECTIONS ON SHEET 11 MIN, zw r OMA�_-_Imox I* Lo mnwm. 11 W_ In T-1 of t3"M.. I* OF V 77 77t77r777//7 AKKORS: FOR CONCRETE SEE SCHEDULE ON SHUT 9 I. WOOD SEE BE. ON SHEET 12 REGULM MRM wyxrm I/r &AAX� CAR 247' OAX Oem- VCLE Waa) z -4 9000K 3/3241*1') CIO CD c CIO W M Z Z C_ U) 0 L_ 0- 0_ 0 L_ CL (1) U) M M SHEET NO. SH 1.0 mF ,.3t. WALL AND FLQOR MOUNTING INSTALLATION FOR ON SPLIT PANELS \\\ R ® iD51 +"M TN«l BaLi9 _ a »f NUT �� Y111efJ+SC-1t' $•+3'aifs•ao'-D' „=EG I 'YGx ll Z ® ((t«0gl5a�pfii0� r �Noen«-ltANEM1/a a11019 I L } 7 Y '" I' RAat10N1 M/'/{wAWyEi, a DOM tAAXT. --- , a1N Trra+ x1. 1 EDGE Of WALL `� "i w w z tJ+• G 'Y P IW\ 1" -, 1•«IdR tlA. eMtOc w Ia�i/s, "= NOR e,wAIT GN SHMS a ! s) PANG•� -0• Ym. PANEL t *IILTOI, P�P6SA�E M,FIa �ba,NU�-'tlLN WEED Ma>- -�W i,wXs' lENafRq�1y�rSx6a Wr�r as y a«717 PIPE ' a +5.4 Ad.0 -72a NL PNWO I as sEC,a1a x ! u �. Ran1/4"1G1 SI;ALE v4'=I « OO, taAs I- Da'raatD MULLION SCU RULE Max. WUL "N SPAN (Ft.) • REQUIRED tin. 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DESIGN PRESSURE RATING) SCALE: 1/4, -. 1' n,wAr 1 ,oL�r•nip�c i xaa' Rom r4ax No MYt /Y.d,kU »R1rJ m�ON ..4 o«nw ow, ��F�L�O�O1}R��MOUMI�T/Ri�G a� A INST1'Md1iA�Ai7m. S 1RiY{L7..SGW SCALE: 1/4'.r 1` GWICREIE AHCHOA5 CONL'AEIE A/ CHM COME M4piaRa: BEE SCIEORE ON *w m _WR (SEE S' O 0-SCt6DtWF ON Fap MOOD 9p4a SEE S 19ON ON SHFEF 13 i4)� i. ?T k 1 15 S W 14)�-, _ POVKD CONCREre \\ r2s,. i/4, 2/4. 2Z/41 3/4 OR 4/4 1. 2 A 1W/15 __.i PAIRED COHCRL'fE "°. '4 : T�-,�• PEGIARED d I C9n1 i Ca„t •, I s: I FISO ;MR >t;a hSOE O" C ~, (ENDPAlE1a P OHri , PNHu (N/EEfiOR' {E76 PN$xj {( FOR WE t'' a/tl* 12' i _ aSNN NUT EVERY srw e u lfY 0.c B w i 1vc. 1 1 1 } - 1p'nY SP sJe`Mia (CASE i sIcJ4�Y=1�wNam�E ipis)' [ s s LNn (CJSE Rjj Sea ro�TeW LBF[.1� I/$ as mLUe 1z/ Js .._ I ALENA PANEISI.OGi,ON r I (SEE oEAltS tJt4 ILaAtip! AT fto PA wvxs 1/14 mum CONCRIDE i I A 2/4, ZV4. 3/4 OR 4/4 I 1, 2& W/15 1, k 1W/15 I _ ALTERNATE GtTWN L -.! ON I. SAFELYLOPANEL AREA W/NO LIFE SAFEt1' PANELS I NAGAT'ON OF UK (SEE NOTE 1SELOW) I.•. REGULAR PANELS W/ OR 4�-. SAFETY PANEL -^'I WJO REGULAR TRACKS (BEE NOTE 1 M ,/ .•%f!<'.✓✓' Ir:! /,'iJ' f s' l ..✓l �E O BELOW) ! Im S'.TD11INA OPEtR1blG' lxL SCKXU ONSHEET sAe OPTFORLJEE T PTO ,�. RUM Os^MmIlAl/KKi 14) PORED TO!AC,IElE'-� ?` [ WL apfRaO O1it2JIM 1i�N Bfi= { PEOIHIREO BE INST LLED OR ROW&M FROM IPMOE WNICRL7E ASOF E � ,+)---E.D. ELEVATION I L Ill „��j��1QA�_U�Nj`. tNS7,�TILON WAN_ AND FLOOR. MOUNTING INSTAe_TION SOALE 3j3z.-t' -�I�ON SCALE 3J8 T" - .C1Tm 2 SCALE: 3/8' - 1" 1J+ ,MN GAP ,[gg11's 0 UM IV= rTrUNA PANEL. �YcTEM 1NSTAtuT1ON : . I. In SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) 1 OR AS AN INTERIOR PANEL. CAW PANEL LOCATION IN BETWEEN ENO PANELS). $ PNlIIt17k PAM3S 8 rLTDaA7E tOatKMI NLOTE t) AT LIFE SAFETY PANELS ANY OR M(AY NOT BE INSTALLED ADJACENT TO REGULAR PANELS Dq pAHDs S&F NtFlE ,} (W/ OR W/O REGULAR TRACI(S.) 2. LIFE SAFER( 039 PANEL CONSMTS OF 0:' GALVANIZED STEEL STORM PANEL AS S GETION B-B PDT COMPONENT. SMEET 2 OF DRAWING. SCALE 3/32"-T" THIS PANEL ITSELF TO BE REMOVED OR INSTALLED FROM THE INSIDE OF STRUCTURE. 3. LIFE SAFETY P REQLNRI3 TOP TRACK TO BE CAAB'ONENT(Dt BOTTOM TRACK TO daNLy1�RT1�(jjy,- BE COMPON AS PER SHEET 2 OF THIS ORAWTNG. �aaY'„`((,4` ✓ COMPONENT Y BE INSTALLED WALL OR FLOOR MOUNTED FOLLOWING SECTIONS 1 4: • 'QH •'°.. yr 2 ON THIS SHEET, AS WELL AS DETAILS 1 a 2 ON SHEET 14. •4,31 GEN+SF ¢ FLORIDA BUILDING. CORE )17. h YelOat NMIfYICone zone) 4. Min. LENGTH FOR COMPONENT 0IS W. � Max. ANCHOR SPACING FOR COMPONENT ANCHORAGE AT BOTTOM IS GIVEN ON a eaow Ta7EC4. A+I:.. SCHEDULES t Z SAW 14. it g 20 GAGE GALVANIZED STEEL STORM PANEL DRAW On RLj-�� COMPONENT MAY BE PERMANENT OR REMOVABLE. ? * •. '(E •�c-vi ti = - a7jn/maa A DAL: 5. SEE DUALS FOR 1NSTAUATION INTO WOOD FRAME BUILDINGS ON SHEET 15. }' :' A GLOBAL PROTECTION PRODUCTS TLC. 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AN CCIRRESPOWINg MAXIMUM ANGNOR SPACINQ fir} EDULE PQR REGULAR STORM PANELS ,Ii A a NSTAAUATIONS INTO EXISTING CONCRETE & CONCRETE BLOCK STRUCTURM CAALW ONLY FOR PANELS TO47 @ IKSIAUATi0115 AS PER SECTIONS 1 TIM 7, ON SHEETS 4 8: 5) APPUCAILE TO Tat T1/4 ,MMtluw„ k�l� ✓. \£AE LsF FLORIDA BUILDING CODE (Nigh VefaOHY HIM cone Zone) y s No. Q7 talaxL Ix FP. , .A.. • .k a 20 GAGE GALVANIZED STEEL STORY PANEL a paPMR BY: sT � GLOBAL PROTECTION DUCTS, U.C. �iL wT/ GD y� A� ,o yq� E III. DOM 44A4(ss L Ntc Amy x•A N. At. xPAe=r AH R ]H« PWX' (GaQ� 7'ab IM- (Pu)US-ai27 , 1rN ,v,.wA. F..smn«,-on 20-17$ �ANNNM .E SFN.%SNNATUREfiN1E WAVIR A. TLUI N.. P.E mw IN[[T N OF 2a xtl «MAHgEA�9SUAR.E SRaT•1 � � T�C a T[N +55.5, -Y1.0 Y-5' OR LESS ? iJ4" 9Rf80UEO t T1NU 3 t T +S S..S. -M.O >7-3 TO 8' a" Mdw 23f4' U1�1.3E0 1 11#R+ e t 7 i65A. -72.0 >B'-Y m 1/ -$' Ym,. ? if2" `BOLA ATOM B ++3.& -:e.o 12'-A• OR tEss 7 1/?' ' �� IL I 8 10 MNaaAM AS.O. LYSION PRE�TsaRc RATING (PtTJ ,IAA'eRIM /I1pRORD 9Rip11C fT1R E0. - 7 ,f3• •" ! ��''nDN MAAWAIII PANG LENBRt t„• (1W TMCON CF TAP..OaP t"AlN-« PA,VELMAIC FONAAE'q PANEI.WATE PLUS ro 1?WpErc ro concaDE Ta cawvREte ,>t m CONN2tE1c E m voNaaETk + K N/A .NJA N/A e' VA •` MJA a• !!fA , ) B' S' N/A M/A r r b' !' r /' 1 (bOITA11) tl` NJA N/R N/A b" NJA tl• N/A B" N/A 211�) 4' TVA NJA N/A !' NJA a' N/A a° N/A 2 (eanDM) +SAG, -720 Jr N/A M/A NJA r N/A r N/A r N/A 3 ; 4 (Tpp) 7'-6. OR tF55 OR LESS tl' S' WA N/A b' T Y 6" 6' r 3 iBOTTUM) r N/A NIA N/A b' NJA r N/A 8' MJA 7 jTGP} 8' 3• R/A p/A r 8• r a' 4 t 7 (SOTTO!=) WA N/A T2 #/$' b If4" 1$ t/2" B tJ4"' W lJi• a iJ+' b fJs•. 8 iJ4' S ITtlFfaDYPOM) SEE tI1fE18 to t,1 FOR ANCHORS TYPE a SPACING FOR ItsrMTA>�is «10 WOOD FRA4caLNOna MINMIMi NN>fDR SPAtk�S AND MIWRM EDGE MSTANCE NE ND!•ATE9.ON 7Ma Sp1EWt FDR E0. LESS 1HW YNIIO4Tm ON 5p1EOULE REDUCE WN1MaR SPALTND RY LAAmR.YYie SPrtPN SHOWN ON QUA BY 9NATL�i;ESa TNu1 MMWM R18CA1EO� � HKaiOR 11AA6FWYS LE95Na. F�� tAKOW CE ,xP-QIP 6a,Fa1 ,a1�-� w NFUYw eA,aNa p,,} D 3 s «p„pRp� a•,a Y (hF ] 3 3 D 3 3 ,fA tm LttL LYfddA err W 3 s s TMi s ,/x Raw. m 9TBE•+111e18D e'Ciell 1J4' HA. = 3/4• v "1", w/ INSTALLATION DETAILS F4R.�REGULAR PANELS! & 70; �"AWN 6�;l PANU LOOM oA t1URGRa UP 1Aa,. aR IIM1O INTO EXISTING WOOD MUCTURES IO C) P&M MATE rKWADID i 11) OR PNSLA7E fE WITH 1 1f2` IA 12 Y a a _ HI m fICTDLT FOR ALL tFNGRB Ip LIDKAHS ) Fto er-r MAu 1/4 P UP SCEWS r r� Al f mvaTia,wa' twaal. i E I 1k R i ' I EO i I 'A1 I I / I do ED EO I. iv ytl I7 3 Tart E EO L i 1 �,TERNATiYE 1 W AYE.. 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GENs •,C, =1�:` t f FLORIDA BUILDING CODE (High V*1001 y Hurricane i0rro 2. FOR NEN PINE NO. 2.WW/D FRAME SPECIFIC DENSITY CONSTRUCTION: OF 0.8E OR EOUAL. MEMBERS 70 BE SOUTHERN = :' 00. 16 •".�_. ` ate' ' 20 GAGE GALVANIZED STEEL STORM PANEL F'•B,, N= FDE MDJN ON OF ff NS: y* $1 9f _ � ��aa y► A TL G C Q INe. GLOBAL PROTECTION PRODUCTS, I.I.C. °T y`�) ��' t F>WI Ne Y 4ma S.M. 51 ffi7r OW n- xau TOP do BOTTOM MOUNTINGS CAN BE 3 4iiAF,j•i ILA*(' '.R4L' p� PHON : (W)RI"Iwa, PAY: (a44)lN9_' ar 20°••178 COMBINE!} 1N ANY WAY T4 SUIT ANY INSTALLATION. @ NlNNN. yr„ e' p 'K." CA-000071/ .N A+ td E � � WALTER A lI1FT .Y.. PE •4 ,T.tn IICf71, M ]I STLIDS a L TO72ifOL/0' T)) mms o EYE7 (12 1j2 O HOLD PAN, 3/B' AGn. {CASE i) 3• ARn. (CASE I) MA1 A.SD. UPON CF LIP-w CNN- 4 PAUKK FEMME ID PNELWaE PlU3 O W SLXIC m xelE m TO To mO TO m SECTIONS / COMBNUtlON 4NWW RAND. tLRGFIi 1' (R) ftqwA . 3 Ca SUN.4L RHTi $= BdrJp6,cow CONCRLTE BLOCK Lia4ORETE BLACK Or TAB], 6' N/A N/A N/A B' N/A 8" N/A 6" N/A 1 & 2 (TOP) 55,0. -720 9" 7• 9• 9' 9• 9" 9" 9' 9' 9• I (BOTTOM) 51-0. OR LESS +ss.a -72.D 6" N/A N/A N/A 6" N/A 6' N/A S' N/A. 1 & 2 {TOP) - - soTars 9' S' 9' 6` P' 7 i/2` 9` 9' 9" 8' 1 {BOTTOM) 8` N/A N/A N/A S' N/A 6" N/A 8, H/A - 1 k 2 (TOP) +55.q -72.0 r-a° TD 8'-6' 8" 4" 9 B 9, ay; ®, 6• V 6" 1 (BOTTOM) M11PMUM PREISURETAPCW I (SRN a SJLI' We. F1RR1 'fa' aF MANE) dA A LSRa a J' Mn. t'Ap, Yy OF NNPfj LE TO SE ON !e YOF THEM WINOaR1AL P7N�1, LENGTH 'Y.' {R•) ' - - O } +49.2 -61.5 3• �" 4 1/2- i 4 T f2' 2 (BOTTOM) 7'-6' OR LESS +52.5 -564 3' 3` 4' > 4` 2 (BOTTOM) r-s' OR LESS +550 -72.0 2 1/2• ! 2 1/2' 4' 3 1/2" 2 (BOTTOM) r-6' OR LESS +55.0 -720. 2 1/2, t. 2 1, N/A N/A 2 (BOTTOM 7'-6' TO V-0' N/A p N/A 3, 3, 2 {BOTTOM) r-:6' TO 81-8' /.'A. /'\ f='a ALTERNATE Kid a] s 1 +�^ A _. AND •: 'BNB AMMMUM PANEL LENGTH -L! SCIJEDU • ,N,ik* u,l�.. li ..ANY ,b;�, YVeW RSA, G[eON Wu PMtBLfluMpR H,Pfl"a))WRIx M# Wi011afa) "I +zA- -Tx,I r-r x 3/1' ,AeaUm sm am 1a FOR ANCHORS rft a spi"m :FOR ow"""S INTO WOO FAME BUE0LN0. 7MWeR.t ANCHOR OPAOIIG3 Nib M«WLa EDGE OEtiafCR ARE INaDATEA GN un GHAT' t' m ... NpGTEO ON 9E1' EaAE lIa1L10E AtR3iDR SPANK 11 #RAT ", lc SPACING *10" ON SpRi U 9Y THE ADUONG FACTORS, FOR M OPMKDOW TO BE POSSIRf. RI= SFAcm Owen" u" FACTOR my" No BE LESS THAN umm" mew SHADATEO FOR EACH MOM TYPE AT MOORS MEMO ANOIIDM LYRE 1/4'• r/4'. 1/44 1I+•.. Tfr am* ,aX re-aRF '4. ONN-N Wu Am= vim ih) ]. 3 3 3 a 1/a. ''alpkaOGWT Q'•i 3 3 3 3 ].. aAr.l ado, W 3 3 3 ,/a 3 t/2 4 ADIMIL m QOZ BNBIM ►ACRN 1 t/1• �a JS _ _ _ _ -a, rm 110 (VALID ONLY FOR QIWMLAMONS AS PER SECTIONS 1 THOU 10. ON SHEETS 4. 5 e 6) MA1fIlAIM MNIMRA ANCHORS SPADING FM EO. - 3 1/r •` AS.a DESNN TAP ON CF TAP -ORE cMX-w PAID, FEMALE ID PAV6JME PWS BOLA SET APPLICABLE To PRESSURE RAT1N0 (P4tFJ 70 CONCRETE TO CONCRETE BLOCK :m OOFCIWE TO FANOWE am TO a1fAOKM To CONCRETE BLACK TO GONGRM TO COW2EIE BLOCK TO CONCRETE TO CONCRETE BLOCK TO CONCRETE 70 CaHuaETE &OCR ATtal ,R THEM LMM (IL3 B" N/A N/A N/A .. 6" N/A 6" N/A 8' N/A N/A N/A I (top) 6' A- N/A N/A 8" 6' 6'... B. 6' 8, N/A N/A 1 (DOTTDM) 6" N/A N/A N/A S. N/A 6' N/A 6' N/A N/A N/A 2 (W) 6" N/A N/A N/A 6' N/A S- N/A 5' N/A N/A N/A 2 (BOTTOM) 55:5. -72.0 6" N/A N/A N/A a' N/A 6` N/A 6• N/A NIA N/A 3 A 4 (TOP) >7'-S' TO W--B' OR LESS 6' 4' N/A N/A 8" 8" B' 6' 8' 6" N/A N/A 3 (BOTTOM) 6' N/A N/A N/A 6' N/A 6" N/A 6' NIA N/A N/A 7 (TOP) 6• 4" N/A N/A B' 6" 8" 6" 8' 6" N/A N/A 4 & 7 (BOTTOM) N/A N/A 12 1/2- 6 1/4' 12 1/2' 6 1/4' 6 1/4" 6 1/4` a i/r 6 1/4' N/A N/A 5 (TOP/BOTTOM) 50.0. -53.3 N/A N/A 12 1/2' 6 1/4` 12 1/2` 6 1/4" 6 1/4' 6 1/4•. 6..1/4' 6 1/4- N/A N/A 6 (TOP/801TOA) W-8" TO 11'-e 55.0. -72.0 N/A N/A 6 1/4' N/A 6 1/4- N/A 6 tj#' 6 1/4- 6 1/4' 6 1/4' N/A NIA 6 (TOP/SOTTOM) a'-B' TO 11'-2' N/A N/A N/A N/A N/A N/A N/A 6 1/4• 6 1/4' 6 1/4' 6 1/4` 8, 9. 10 (TOP) 43.6.. -4&0 N/A WA N/A N/A N/A A 8 B• 6 1/4• 6 1/4" 8(BOTTOM) OR LESS ,"N/A Njh N/A N/A N/A LN/A A 8" 8` 8 T/4" 6 1/4` 9 (BOTTOM) N/A N/A N/A N/A N/A N/A N/A A 6 1/s' 8 1j4• 6 "' 6 1f4" tO (BOTTOM) SEE SNEER 10, 11 NO 12 FOR ANCHORS TYPE t SPACING FOR AWALLATOIS MO WOOD FRAME Bled LESS TF W ON SOWAC RM ANCHOR DIG DWANCE By IM TTOITIOOHSPACING OTHIS SONODAS N SSCOR CHECULEE BY THE FOLLOWING FACTORS. FOR TH6 OPERA'TNlN m BE POSSIBLE, ROMM SPYAIMG 08TA1NW USWO FACTOR VDU. NOT BE. LESS THAN MINU M SPACI O INaOMED FOR EACH AWHOR TYPE AT AHONORS LEOW Aoa1IMTYFK 1j4� 1fJ'• 1/4'a 1fC• 1/4S TAPOOI _1/i'a TAP -PPP CNiL^Nl soup-m W= MOM 9PACO 014 3 3 3 3 a 1/2 3 3 3 3 3 1/2 M-10 aaaN«p.a 3 D 3 ,A 3 1/2 + 3 1Jx real► ImL Imac asnNap * A'6 T o R - 3 Im - 1A0 1M0 INSTAILL1A,TiON DETAILS FOR REGULAR PANELS(I & 1 INTO EXISTING WOOD STRUCTURES -77 _,,_,j14-10 PAHEIALSTE PLATS ' 14-10 FAMELATE PLUS 14-10 pAHELMATE PLUS O.GPEhETRAwjTQ1 f • �Tf RA Ip� HT/f0' w�W PENETRATION TO J THREADED PIaE'tIATUOW 7O / FDMITNO ,MOOD HEADER j `' OOSTHC W'DOD HEADER EXISTING WOW HEADER / 1. `,1 i f AM i ' • t rAw sn1n • } i/ 4 1 1 ftm' Sao e / 2 ( , a If+" as i 4 sy oc . ?• • T/0 oa / b DER y i i Maei [ , d WOOD HEADER REW0000u11iE ' SE[ SpEOAE DN ' °� �T 5 ! FOR FOR Wk SPNLa11ON ! I TO CLASS. I Two OLAffi� m GLASS. {� M- PANEL LENGTH ._...__.._ ., t_-_-- M.x. PANEL LFNGRR _.____ ._...-�p}-.. Mnw PANL LENGTH IJ4w-aNtr ss, M (SEE NOTE 1) 1NwamP' x.¢' 1 ('.SE NOTE t) ,/dv-aOrD• s,,g, I (SEE NOTE 1) wf Ms./syawJ �~# A -�� iEYEI1r -evERr I) .� --- ,AERUP I a` Oda6AP 7 � EVERY a.EpLM i Or OF "L 1 i OF L MNL I NA)t I lWW S1U6 • I«D r, r 1a , i D. I a ac Ifs 1 4 e AG SeREws PLATE i D-E ff 1 1-'L4•g PLATE REOUTAEDREOUIREDW00D el )!1 tt4-ty PANEFAATE PLUS m } t PE'NEFM1 AT 1 b a / r ac. W/ , 7Ja C4NT . MWYmTH OF PLATE ,I€ , 1 1 '' s } i tAO/E0 �DN o - �I �LAG SUM PLAT 1� ( MN7 WG17M OFPLATE\ i 1 i SrM� -- AT MIDWIOTM DF PLATE DIRECT so" 3/3-i` Qaww SCALE 3/8-1• SCALE 3/6-l" NOTE& 1. INSTALLATTOPIS FOR ALTERNATIVES &W. 9W k LOW ONLY VAUD FOR N71111111NN BUILDINGS WITH &S.D. DESIGN LOADS UP TO +43.8. -48.0 P,S.f. AND PANEL'S LENGTH UP TO 12 -4' ., r�oy g'a,a�,.,•>.•' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN '•,;t ryy �T�yQ'k�ENAj'AC €i.ORLRA BUILDING CORE (High VelocityHurricone Zone PINE 140. 2, Wj SPECIFIC DENSITY OF 0.55 OR EOUAL. v% Nmr FOR TKTN OF 9FMT1QN& NTO. 41 * = aalav mECP. DIG 20 GAGE GALVANIZED STEEL STORM PANELDRAW , TOP & BOTTOM MOUNTINGS CAN BE * 'a` _.. � L� e. • Gam: COMBINE) IN ANY WAY TO SUIT ANY S TE _. GLOBAL PROTECTION PRODUCTS TLC. °iJam- ~% FC " INSTALLATION. f3 Rld i1«a 2w. 3T 37P[Ei ..:% IMa sk E al ANY DALE, PL 33.174 20^ 176 xy.'•..R'•` �AAlA2(Cisy,•r tt Wa. 4�a ,M + WY M 1i�:Mh MONO DIN � « PHONE' (G51}iaP-IS4aPA14 {GSsMaa-eY9a - ORwWRP Nc 1{ NAMlN L «tar a is r ,ram. - i11LF1iiTE 5EA+.f9«MSaPFJaA1E 1ov3LNf. 1a1Q t.R. P.E- as n-.a flu Nt v M[R t? is 21 INSTALLATION DETAILS FOR OPTION j 1 FOE LIFE SAFETY STORM PANEL SYSTEM ,f4y •' as W/ lNIQ EXIaTiNSz WOOD RUCTURES I + 2 �. T�cwm PEN€t�TwN m WOOp iW711ER ED I ON E0 E i E ED WOOp NFAp LEWFE4 � j I �' � ALT RNATI�II„ t ALTERNATIVE 2 tJ4ww r0 # • �• (��3i OFS, r/ Is. 0. . � O I ON SHEET 14 J� SEPARAICN I 1 3 m alASS. I r ED . i ED ED I - WOOD PLAT€ ROKOREO t 8 C.A' ALTERNATIVE 3 ALTERNATIVE 4 rRiWMD� `LL '1� AM OR / I l/r TTi PDE•1A17pH Ij4,w,sJe' LONG r N>9w11C »/ i If,•h26x2, �.s MS r r as oR f4•s�2O PMO MAIM FUME to OR ALTERNATIV � W QQ FRAME CONDITIONS 4 & ANCHOR LOCATIONS �PRJA RA•IHO OTO • , iJWOOO BONG W . 1' ftAirNW1E SHATTER MCRS NOT ma^ FDA CLA«n' WALL MOUNTING INSTALLATION MNA a";7'p�Tit l/(/ 7AJ„ ERNATIVE t .. ✓ BCAWI 3/r - 1' S"r�Y` .1fjEas4C ,j. FLORIDA BUILDING CODE (High Velac Hurri*on# Zone g * -"' dF •� Tam fe 20 GAGE GALVAHTLED STEEL STORY PANEL Iran BO 1. WALWIONS ARE ONLY VAIN FAR GU DO.W YAM A16D. DESIGN LLYAS LP m +xis, -72A PM AND PN€LLS LOWH UP TO a'-b`. 2. FOR FEY! WOOD FRAME rCIRUCTDit WORD MDR TO BE SOUDHRNL -O 5j = 9a �L R10 _ _ t 4Y S� • ..A1r`� �� /► GLOBAL ' L C O IMe. 07/4/21 b PROTECTION PRODUCTS, I.I.C. MTe 4baa S.M. 51 simur ti POE ND. $. N/ SpECRTC DENSILIL OF ASS OP EOiNM- h/AtlAlH1 TRili t MIT' 3M. - xt. WwM lRa a rt 3»Y GKtE. 1T]14 AIPLL• (%A)M-75«. FAX' N54}b�.5747 2G-176 iNL1M . a7,--e . a . (m4 a -to• P.E. LWIT1REdLMTD WALTERtsT„ P.E. e= r a'!u, as •a r ra DK*M M: ,t-tn DINER a or" N (n N Ca .�.. U N Q !� � 0 -� !� Cu - -0 O O C O !� O ^^11 W CU LL_ O E L O O L CD- C cn .Q .� /�C/o� VJ 0- L*4 z z w J CIA CM ? LAJ �9�93AaA V i C t7 C.3 N � NO 17 fti V7 d O Epp ty O >_ ai ca 17 N CL i� CO o G. U i Cn L LU Q z Z Q J a W C/ ) co O L CL U 0 Y / MCu W SHEET NO. SH 1.1, I III I L I I I I I I I ..II I -. _ I_.I __ 11111'1 1 11 1 1 1 I 11 i:ll..If[ ..,III. "'I -°I I ! 1 11 1 11,II 1 _ __ -- __ -- _ --- _-_ -- - _ ----Fill I m I 1_- -- ANCHORS (SEE SECTIONS ON SMELTS 17, to T9 BI 20----- 3^ MAX. 3A/t7, tA/,T, WIS. Af17. 48/I7, '38/,a 3' 1' MIN BAWita TAW/t9 a SAW/" At WN/2o t^ "Gi 1 0 0 0 0 0 tx�tx� 3A/t7. 4►It7. sA/-�ib�-�wa YAa ut7saar >Bjti. alu. sa/ta 3- MA��"' II. YIN tMAYfT9. 7AWf1B a BAW/26 E arW/1,1, 78WIt9 t WO/20 1' M1N.I --ANCHORS (SEE SECTIONS ON SHEETS 17, 16, 79 &. 20)--------.1 OPTION •.#2 FOR LIFE SAFETY STORM PANEL(E }} ELEVATION SCALE ,/,' raAx, r1A •[.' •OAF �►. ►. a ■.. SECTION A -A SCALE 3/1 r-I T No, 44167 MAXIMUM A.S.D. DESIGN PRESSURE Max. PANEL. LENGTH L (ft.) MINIMUM SEPARATION PANEL RATING (p.s.f.) (SEE SECTIONS) TO GLASS CONDITION +55.0, -72.0 8'-8• 2 3/4' UNBOLTED ) a] WAll- MOUNTING NWAAWLIiTLON SCALE 3IB -I" 1. INSTALLATIONS ARE ONLY WAND FOR BUILONNNS WITH &S.D. DESM LOAN UP TO .55.5, -72.0 PSF AM PANEL'S U NOM UP TO W-6", 2, FOR NEW WOW FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN PIKE NO. 2. WI SPECFG DENSRS' OF 0.56 OR E XIAL FLORIDA. BUILDING CODE (Nigh Votocify Nurr)canr zone) as6xa TL1EGq, INC. 20 GAGE GALVANIZED STEEL STORM PANEL F', IKN•N Bd PROTECTION PRODUCTS. LLC. �* OAIE: �+4eoD s;1M. at sTR¢T 1+M4ra. ruM iY!s+ka-7aes FNI,t4(cat)aaF-Bmr 20-176. y"A^OOOaYta Z. rR Few •" IxWArN6 HAc L1R A laLn Af„ P,E. t- i - apiS. ib ELF COMPQNENTS F R SERIES 2000 & l0Q0E-Z HANG KORM PANELS (SCALE 1/2-1-) -15.196• (TOTAL WI")-- -12.500' (EFFECTIVE WROTH)----....... ----i j i / 1 2,i4S7' MI6 TTEELL HEM F a.00tl -2N `My TYP. CAM"A OALSIM A S17SI. ASTM A-ea3 GanaE 5O M M" T•� DETAIN AJ -•� G-w GALv •--1s§w � 1.Stsa' -- 1Q STORM PANEL r PANF3.'S END UP \ W/ NELIEp EdGE. �,.. Rn6a3Y E"F ±O.i16' lk� .125' - .O ISOMPTRIC MEW DETAIL A 2.0DO` ROUNDED CORNER 0 ENDS OF PANELS � 125' END LIP W/ HEMMED EDGE .750• (N.T.S) + ...-..1 V MA" TRACK -i N'-A 25' T .� ISO• .055' (TYP-) I ' J ; 3."_x3"(Maxj ALUM. ANGLE S STOP BAR 1T` LONG 6063-75 Alum. ALLOY n WQ Q' 3.750- __e (TYP ) PANE , 1 VA 4 NT 6061-T6 Alum, ALLOY SEYERSED "U" TRACK t2S F G' 2.000` t I I 7!W( Oxt) ALUM, ANQU INSTAL Ai10,N DETAILS FOR OPTION E98 LIEF SAFETY STORM PANEL SYSTEM INTO EXISTING POU D CONCRETE OR CONCRETE BLOCK STRUCTURES _L4' MICON A�ClK)RS _,/4• TAPCON ANCHORS --.- __.... /4' rAPCON ANCHORS 1 * TAPCON ANCHORS I� a 9 O.C. a 9' O.C. Y O,G • 9' D•C. P(GLINSO C0 1 hil POURF$ CONCREPOURED CO/#�TE,f�I� REQUIRED ;1/4' k j1/4.1/44m.4e,.ED• EL.•�I°'• IEo.• i I I 1 Ir" m I iN,. towlmax m i i � yp1ml�gv >alaT 10 ; i i aWn ,p I wtEP tR j 1 sir iq E09B{� A tGNA$S I i GtJbS ._ .. ..-._. �. WIT 0 ; oYOBAP F j I I I aianM I I I I ED• LO• ,/4"11-z0ir3/4'S.B. A6s. W/ 'i/2• 1 4`s-2Wj4'S5. U.S. Wf 3 1 - --T/6 0.3iu- WING NUr *SHt#R y /6^03M WM NUT WASHER 't(,w}y ( �. a 12 1/2" os. (#jEYONpj WASHER x 12 1r NUT ' UT w, {Hww EY o) "rL WASFW"R a 12 1/2' O.C.. Can4 i 1J4' umo, ANCHORS 1 4' TMOiNf i 1 4" rAPCON ANCHORS I 1 4' TAPCON ANCHORS -.-� !!! "'--�-5 4 1/2' O.C. 4 ijY OC. R9 j (SI'AOOERED W/ S1U4) 1 WAGOERED W/ STUD) a 4 7/2' O.C. ._._..P.{A'REO CONCRETE ., -E,C.RED CONCRETE L.-.PCN)RED CONCRETE OR MMpiETE RLOCK DR CONCRETE BI,QCK OR CONCRETE BUICK CR CONCRETE BLOCK WALL YOIJMTING INSTALLATION AmUlAtO W� UNTING INSTALLATION WALL REQUIRED INSTALLATION WALL MOUNTING VAtIATiON SECTION 3A SE �(. 3B „�f j`�JQj� 4A $ECTION 48 2,$EGULAR PANEL O LICE SAFETY PANEL O REGULAR PANEL a LICE SAFETY PANEL SCALE 3/0"-l" SCALE 3/8 .-1. SCALE 3/B'>•1' SCAT 3/6".1" 1/4'. SEE SHEET 19 a 20 FOR ANCHORS TYPE ! Alai4E lYR 111PNHNHNNN s FOR 9SI 1AT W6 Nm twaa N. TIC( jr✓ �r FRAM BuIlIall . iM, mom WAM" C".) S ��V(i•,..••••••.. ma O5'WK6 AIR Tm � •ECa""A.� • tY) 7 rr a •'' GEN�. '•• 1f, SCHEDULE FOR Ea LESS THAN INOMA� ON "Avl l ,� Bert � O 2 FLORIDA BUILDING CODE NI h Veloel, ifurrlcone Zone) SCHMAE REDUCE ANCHOR SFMCM BY ^ iwftYrO aRkaD SHOWN ON soma AWA BC OW MONO MOIaR 1d0.. �;. : * _ °�tl Taasq a1C' 20 GAGE GALVANIZED STEEL STORM PANEL FP. BY THIN FOU.001NG FACTORS. FOR THa aA BPSll t RwT sTO BE POSSUE ED NGr g,Jr #r: r _ BE GAsa TWA MOO" SPACM mT cam '� �; �" GLOBAL PROTECTION PRODUCTS, LLC,CAM FOR U04 ANCHOR TYPE ON THIS SCUM" im p'•. Fi53 ', s -•y 1 i 4.... wit ` O "n' OBOE aW. ai BTBEEr _ 7.,JY' yj /B• �`:.. a NY Dw1Q FL. 333U •.•'' 20-1T6 +•.1": x. e. x., va"4rwmB. PryONO BDB,XNaa-Ta,a. H;tx; t+s4)•�-IPrr AN N1AML A;. SFALJ`>TONA1ilflF/TNTE tA-a40E71G � xa r DIAL A h.'P.E. 1 - 1BKKe,T OF x6.. IN alB i. i_.. -- --.. .N Off !Euow) "I IS ! AT �L MQUI NG MMU �flON SCALE B 1. NSTALAr"S ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5. -720 PSF AMID PANEL'S LENGTH UP TO W-IF 2, FOR NEW WOOD FRAME CONSTRUCTION: W000 "3ERS TO BE SOUTHERN PINE NO, 2. W/ SPECIIC DENSITY OF 0S5 OR EQUAL CLOW) INSTALLATION DETAILS FOR QPTION #2 FOR LIFE SAFETY NORM PANEL SYSTEM INTO EXISTING EOURED CONCRETE OR CONCRETE BLOCK STRUCTURES 44 7APCON ANCHORS -14' TAPOON ANCHORS C 9 O.C. ! - a Y D.C. POURED WNCRETF POURED SXNCRLTE ` OR CONCRETE BLf1CK� OR WNCREIE BIOCI<7 REOUIM i 1 REQUIRED I 1/4 j EDt # { E.D.• �, � COIN ONT G I EOS,1 I 1 FLl15TiyQj ; 7p74 GLASS ; ; j CUSS TK MS i 1 f I E.Q.• � i j Efl,• " f a I I f _4 14-tO • PAVEUM7E PLUS W/ S f14-17# PANELNATE PLUS > W/ I /6'P 3/32' WINO NUT YMSHER '�'"�'i ; (�'��)5/Yr" WING Nur WASHERa B 1/4^ o.c. L OR BLOCK I� IRED REQUIRED WALL MOUNTING INSTALLATION WALL MOUNMG INSTALLATION SECTION 5A SECTION 5B 0 REGULAR PAN 0 LIFE A . PANEL SCALE 3/8.-1" a �a ifTNMA4 m3/e, r�t:•-- Q4�'uCENsr% N0.44167 FLORIDA BUILDING CODE IR h Valoa Nu cons Zone), 3* - •'a1 STATE 'g $ a"° mmm"` 20 GAGE GALVA#= STEEL. STORM PANEL OAuw BF 9 •. s a�Fs ORt _ T` GLOBAL PROTECTION PRODUCTS, LLC. p7/'Bm. MAi ONAL _ ,Boo sW. at Sow VI Ow FL =14 to IAHu1Mt 411.'#M wF airaaast,a FH9 20-176 m-+m. Sea4Maw-Ta*a, F4Y: Ca54H.F^B»T DRNawxD Ka P.L �4J"4ilMIUPE)4YdE WLL1EA A b.. Pi a -: - _ _ 4WYY 14DF Ya SEE SHEET 19 ! 30 FOR Atu:NbAS TYPE ! A11011011 TY/i lfs`x TAPDDV t/4'• SPACING FOR KISTN1A19SN5 INTO WOOD Nn ANUNSa tPM,ra 0•J 3 3 FMEM NULCIN0. LNYL•A1M,NN,70R BPAgwS AND INIAMUY EDfX Nx9TAlDE HAM IADIGITED ON DD5 •mwxmAxn c4,es OaJ 3 4 SCTI�ILE FOR to. i.L44 71KN 9bICAlp1 ON szNaONaE pFllUCE ANaDR SPACING BY INUWPLYR4G BPAGBNG SHOWN ON SC1IElJLL.E la•,AWA Oxen suet py 3 s. i/Y /allll LOL OB)aE 9.9BBIL) IA01OIt BY THE FTALOY4RIG FACTORS:. FOR TlaS oPEwMOW To DE POSSaLE, !ate � WGRPD OrTAm0.N uEWM FACTOR SAPAi HOT DE LESSTH•N NNM,IM SPACING WILOATFaN FOR EACH AHCHKM TYPE ON TFNW SCHEDULE - Y 1 �- - - 3, _ _� _ rc14ERAl NOTES VALIn E_Z HANG STORM PANEL. SYSTEM 1. E-Z HANG STORM PANEL SHOO ON THIS PRODUCT EVALUATION DOCUMENT (PLED.) HAS BEEN VERIFIED FOR COMPLIANCE IN ELI) MINIMUM DIBEDM W OF TAPCON ANCHORS AND PANELMATE FEMALE ID a PA?MUATE PLUS INTO CONCRETE AOC DRDAAICE WITH THE 2020 (7th EDITION) OF THE RARDA BUILDING CODE. BLOCK SHALL BE 1 1/4": DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 16200E THE ABOVE MENIONED CODE, B.2) MINIMUM EMBEDMENT OF 1/4'• X 7/6" CALK -IN ANCHORS SHALL BE IS 7/0' INTO CONCRETE. FOR A WIND SPEED AS REOUfRED Bi THE JU1tT301CTIOl1 WHERE THESE SFRlTTERS WILL MNSTALLEb AND NO EMBEDMENT INTO ANY FINISH 94TERW. SHALL BE PERMITTED. FOR A DOMCFIONALIYY FACTOR ISd�0,85. USGIKN ASCE 7-16 AND SHALL NDT EXCEED THE MAXIMUM (A5...) 1/4" 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY :FTMSH MATERIAL ExISO TO DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 a 26. ENGAGE 3/4' INFO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION, 00MATE 00" WIND LOADS DETERMINED PER ASCE 7-16 SMALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO B.3) IN CASE THAT PRECAST STONE, OR PRECAST' CONCRETE PANELS BE FOUND ON THE EXISTING WALL TO COMPARE THESE W/ MAX. (,LSD) DES" PRESSURE RATINGS INDICATED ON SHEETS 25 & 26, ANCHORS SHALL.13E LONG. SNOUGH TO REACH THE MAN STRUCTURE KW40 SUCH PANELS. ANCHORAGE. SHLA1 BE AS MENTIONED IN B.1) AND IN 02). IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 337T INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS HM USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN AOCCAD VICE WITH ICES. 2015. (C) ANCHORS SHALL SE I75TA.L.EO FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. NC. REPORT / 2032, AS PROTOCOLS TAS-201. 11. IT SHALL BE THE REPONSI8flLTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER TAS-202 AND TAS-203. I7 ATTACKED T�0 NS RE PROPER ANCHORAGE. THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE, BLACK WOOD 2. THIS SYSTEM HAS SEEN DESIGNED TO BE INSTALLED ON THIN. OUTSIDE OF THE OPENING ACCESSING THE OPENING FROM THE INSIDE W/O THE USE OF A LADDER OR LIFT. ,HIS APPLICATION IS VALID WHEN INSTALLATION IS tN 04M TO BE PERFORMED 12. THE INSTALLATION CONTRACTOR IS TO SEAL/rAULK ALL SHUTTER COMPONENT EDGES WHNGM REMAIN N CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT ONT,T� WITH THE BUILDING TO PREVENT WINO/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL 3, SERIES 1000 INSTALATKIN IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE 13. STORM PANEL DWALLA'TION S14AU. COMPLY WITH SPECS INDICATED IN IRS DRAWING TALUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT MS APPLIED TO. 4. SERIES 2000 INSTALLATION 4R APPLICABLE 7D SINGLE AND 00I.RLE FLING AND HORIZONTAL SLIDERS STYLE WINDOWS WHEN INSTALLATION IS REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE 14. ATRIA WINDOWS AND DOORS, W. E - Z HMO STORM PANEL SYSTEM- IS PAW PIE DBM0. S. ALL AUNINUM EXTRUSIONS TO SE 6O63-T5 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) IS. (.) THIS PRODUCT EVALUATION OOCUMW {P.E.OJ PREPARED BY THIS ENGINEER IS OENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPEOIPD PROJECT; i... WHERE THE SITE CONDITIONS DEVMATEFROM THE P.EO. S. ALL ALUMINUM SHEET METAL USED. AT CLOSURES SHALL HAVE 3105-H14 ALLOY. (b) CONTRACTOR TO ETE RESPONSRLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF 7. ALL STEEL SHEET METAL. PANELS SMALL HAVE STRUCTURAL QUALITY STEEL ASTM A-653 OWE 50 Min,,. GALVANIZED STEEL THIS PRODUCT BASED ON THIS P.LD. PROVIDED HE/SHE DOES NOT DENTATE FROM THE CONDITIONS DETAILED ON DESIGNATION W/FY. 56.6 AIR, (AFTER R06LW). THIS DOCUMENT, CONSTRUCTION SAFETY AT SITE IS THE CONTIIAC'TDA'S RESPONSIBILITY. S. ALL SCREWS TO BE STAINLESS STEEL 304 .CAR 316 ASH SERIES OR CORROSION RESISTANT COATED. CARBON STEEL AS PER ON (c) THIS PRODUCT LVALUATNCN DOCUMENT' WILL BE CONSIDERED INVALID IF MODIFIED.. 5001E W/ 50 k•I YIELD STRENGTH AND 00 of TENSkLE STRENGTH k SHALL COMPLY' W/ FLORIOA BUILDING CODE SECTION 2411.3.3.4. (d) SITE SPECIFIC PROJECTS SHALL � PREPARED BUY A FLORIDA FEECLSTERED ENGINEER IX4' ARCHITECT WHICH WILL 4. BOLTS TO BE ASTII A-307 GALVANRED STEEL OR AM 304 SERIES STAINLESS STEEL WITH 39 "1 MINIMUM YIELD STRENGTH. BECOME THE ENGINEER OF RECORD {E.O,R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE E'NGLNEIIT OF RECORD. ACTING AS A DELEGATED ENTRNEER TO THE P.E.D. ENGINEER, SHALL HIS 10. ANCHORS TO WALL SWELL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (A) TO- � r m (0) THIS P14, SHALL BEAR THE DATE AND ORIGINAL SEA. AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF - Ilell TAPCON AS MANUFACTURED BY LT.W. BUILDEX, M. (MIN. C-3192 P-ai.) RECORD THAT PWEPARFO tL _ANCHORS - 1/A- r X 7/6 CANS -IN ANCHORS. AS MANUFACTURED BY DEWALT INC. (MIN. f'c-3DDD P-s.l.) i6. STORM PANEL MAtNUFACTURER'S LABEL SFUIL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL N - /14-10 PANELMATE FEMALE O h PA1NEtMATE PLUS ANCHOR'S. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. ACCORDANCE WITH SECTION 1709.9-3 OF FLORIDA BUILDING CODE. ONE LABEL SWM.L BE PLACED FOR EVERY OPENING. (t'e�3m P.Ya.) U18E1M TO COMPLY VfTH SECTION 1709.92 OF THE FLORIN BUILDING COCK - A. t) MINIMUM EMBEDMENT OF TAPCDN ANCHORS INTO POURED CONCRETE SHAL SE 1 3/4" AND 2- FOR PANEWTE FEMALE ID Me PANELMATE PLUS. A2) MINIMUM EMBEDMENT OF 1/4-0 X 7/8- CALK -IN ANCHORS SHALT, BE 15 7/6" INTO COtNCRiTE.. N4 EMBEDMENT INTO ANY FINISH MAT£RW. SHALL BE PERI4BTEO, 1/4. 0-20 SS SIDEWALK SDLTS USED SHALL BE LOGO ENOUGH(SHOULA ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4' INTO ANCHORS. - N1not" A3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TD REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL t�' CENAji A . BE AS MENTINED IN A.1) AND IN A2). .+ - (B) T9-iTC16TIM4 CONCRETE T#LOCK 5W_1, i NO. 44167 - - 11/ • TAPCON ANCHORS AS MANUFACTURED I.T.W. BUILDER" INC. = FLORIDA BUILDING CODE H1 h Valoo Nurrlaone Zoo FA ILTFSG "O - 14-1 A N 7I8" CALK -IN ANCHORS, AS MANUFACTURED A INC. 00 P•aJ.) Qom.,. FC 20 GAGE BALVANMED STEEL STORM PANEL F.P. CH RS, - /I4--i0 PANELMATE FEMALE i4 AND PANELMATE PLUS ANCHORS, AS MMNlYFACTUREO BY EL.CO CONSTR11CT40HN .�i,t1. DRMx Bn S MANUFACTURED PRODUCTS (f'"2071 P-a.T.) -• -"' aJ�D GLOBAL PROiECT10N PRODUCTS. LLC. °'JYOATO IL E C O ENAepN.� +eaD sx 3, atREE n Yw ►. YR YrA 14xxr ArmR Il a ,TONE: :-'7 EL 33Yts 20-176 nw , qIp m-,ue . w � Peo m-tm (ti•,HaS-T FAY SRI,X6e-aTri Pt. SEMJSi wnw-AMXE ![ • MPeMr gaeq I1AA11Y Ne: WALIER AT4LTYtA.. Pt ae ,a.fat -. ,; _ ^ t a ,EIQt Yf Q 2a �^^�'' ^W W N � V W U � O- Q � O O C co - • C co O c U) O c � Q O 'S O co u- O co .� E O L cocn "a d C3 LAI ® s 2$ >0 m 7C ILL cl- E6 O >� 47 6Y N= N Y 67 61 as � r + C V r Q CD OY C C m . t0 7+ N a 5= E R Na d v C) 24r4-/2(4�"�` aWiorOINSTALLATION DETAILS FOR �ERIES 2000 AND 1900 E-Z HANG STORM 14S 1'/24 W/ Oa W/b Q•® (SEE NOTE 2 98" 3" Max. 2'/24 1'/24. 4 P kq7 p2A 1, a Dim mm 3 BFSGka PANEL Cl) INTO POUREQ CONCRETE OR CONCRETE QLQQK iM CONCRETE ANCIDR.I SR I• BBn. CONCRETE. ANCHORS cn SCH"`x9 ,CAN SIIFET 2;4 FOR WD00 SL%W!. If 1-1,104 ISPI, i SEE 9it1,OHS ON SHEET 26 j G NSEESpmlaE DN TM£ET 2a) t"M". IOWAL1E A,KwA9,McHm 6 teN4TIO. 1kH'rx0 � WSw m)� 4 D"e A,oam 4 aem. a":"AEno �,--E:s.. B"s 4 ,a... +1,.�,�?,9�r ra. u2 r 1 1/2` -I2 oxYri e) -�_ {A"aOxa mcwE •w r ou ,our `\ �\ . \ -� � I jAwr aWs L 1 Ewa i aolra,Ea 1 \ PL � - T 'g S,�S s �FE V.L. 60Rwc TnaO " 4 Iw en to 'Y7 t MaE IFM.� e� {ETD PANQJ LWLI+>iroR PANEIJ {DIiEmCR PAEU i"TEAIOR -PAMDJ 9No wN9y ce % •L• P•NN9L) kOR3.) INTERIOR PANEL) C'I0'EFrOR PANEL.) (EMI PAVET-1 i '•�,\ �. �, I +; ., \ I •., • i 7 w °�. 1'.-.I J ^ NOTE 4 BEtoA N v, SEE a• 3. SLE NOTE NF)aA' SEE . 4 IFtarr 4 NO�jJE 2.^j}S'-4.-��LTm t N 1 Eypn• I G T ili�-l 6t' t t� 1 (1 � s. 1 `� j i i y �I H I �/,xEQ P S- w/ i i VIEWcu W I WHG in • 1 aG. 5 I iJwaus 49 % -L.• _ 49 X 'L• "� 1 � ; i SD � i '"'^T^Ay.••----•'� ' * ._ ._. 1 1 1 1 1 ( 0 • • _.___.._!- • ' � DH IIaEr 1 JFDA W. 'MIN � � tA"`'Y°w`• �_ Q )•-•3' i • • 3• • ` I % i ON sEEt xa 1JN•x-xa�D/N• UDR UK SMVWTkON I SEE NOTE 4 eagw-_. NOTE 3 suwtaw 14 ' •{ • so"RATDN 7��p•• /}2'/ • I SEE 5LYWI23 1 ;- r%S'a';M•tY y",�"j t FOR CONCRETE ANGI9RSI SEE +x' E- WCATI�1 m'� t Ti q j' 4 N 4MD NVf L�_FOR 1 M. SCENT it T TO CLAM i ARC • [ ' Max. Y BE IOCATN+! I H Mn. 6EPAIANON Navn •• ii SFE 9ECTlWS Otl SHEET 26 yApOR'D�S 7 EFD P i - Eri41' WFJtW I I al�Np 1 TO • t ' •/ ; I Ny i' A4n : i' Min AT EN9 1/Y 1 1J1`� ( lall/#' 1c�1 �SFE ,NOTE 3 -©aR W/ oR W/0�6 . (7�i • 15• _ PANEL LAST TO BE I I 1 T l� 1 1 1emw 0~ M" IN4 a1nR L V PANEL 411 TO BE INSTALLED AT EACH OPENING ALWAYS BE PR017ErO W/ I I I i TYPICAL ELEVATION FQR IF INTENDED TO BE OPEIIWWNC H.SHALL ALWAYS CIE PaOYDm W REAR HANDLE TO FAClUTAXF pF9FAltAMiN 1 I I I t 1 Q ; I Ip2 AVIDN' _ I,ssiR L'�NRREsrFdLEn FROM i '�t r}'� srxE 3/32' Y BIME 3I32' - 1' r-•(.- i- q r e Iva 4• Na 1 pjLi r ffi I I N V 1/4' Lba GAP -.� 114' t"e. OAR T/4" Y"r. GAP 1/4' New GAP--G' i 1 . j+ i• I I 2 ;blTt 1•iG ; .ilkS k 1 3 Dy",' j ygfy' SI '• Me All 15 16 SLOW B-B �` Xr a�0 ►wELs"0oj�0" `E t 1 L E I T SEGTIQN A -A Af . 1, � f , -,4 rCANE 3/3S' ........T 141�r( I „ • i W Th s..u7A' Ww - i4s M N"'la'AwT 3E' OF cFRNPs 1OW E - Z NANO StOFENI PANEL SYSTEM CONSMmin; OF PANEL + SkGlNaCO i f! - ' 1 !. i/+I aJ4' W COHG9t °R .. 1)� � TRACKS AT TOP Ik PANEt:MATE PLUS OR is' LONG im�MOON (1). DEFINITION QE_SEEEES 2000.' E -� Z HAND STORY PANEL SYSTEM CONSISTING OF PANEL + (rA BOTTOM W/ PANFLMATES. '�".. h11�'yn'a'3Ja' �•ao GN FNOO � - ,N Bq t 49r-toala' W0'� w MA. WIp ly qR A Coat. TRACKS TOP 6: BOTTOM, (2). END PANELS SHALL ALWAYS BE CONNECTED T9 Sa7. WALL EIY MEWS OF •�,r,��3p- M-_<_; �_ // }y III x114Y-xoa/'4' E'D EDMNIm JJ;;(( N� t / $ il4 lh-TONS s 1 tuA,a1L1EW aEE r•-+-G y Amamams "' YJ3�.1JJSY' NNIaYG' kW /7 1 (2). D PANELS SH1A1 ALWAYS 6E CONNECTED TQ {IR'TOM iPACK OTHERWISE A STOP BAR PANE4NATE5 OR, R USEQ NAY W/ 16" LCt10 TRACK AT BDTTCRA. END PANELS I ,NDSC 1 I,sap f r roa as W SHALT. BE L'ONNEC7W tO W/ 1 4"s-2Wx 44 W 7 3 2' ON WET 29 ac StAL1 BE PROVWED Ar TOP OF SUCH PANELSS. J / • /3 WING NUT OR t/4'r-20 , Min. "�HUYBSCREW INTO TAPT'ED 2 x{F3tCEPT k5 W D MiDUNTING. IN$T. aN MBEI'ta) (3). IF END PANELS ARE CONNECTED TO BOTTOM TRAAYf, CONFi£CTION 5lALL CONSIST OF' DESCRIBED ON ROTE (3) 0W)ar tS,¢r Ea) WA AND + wow 25)E (+tea arl"INnNO . 1/4"r-20x3/4' M.S. W/ 7 B'rx3 32• WING NUT OR i 4'rx3 4' MM. THUMBSCREW WALL MOUNTING INST.. +Nj}I ;+lT INTO TAPPED BOTTOM TRACK. LOTION OF FASTENERS `MY B A7 EDHER OF TWO (3). FOR CASES WHEN END PANELS ARE USE .KLNTLY WI TS' LQNG ^ A7 F CIO EXTERIOR FLAT FlAMM OF END PANEL SHLY.L�BF PROVIDED AT TOP � �� TNAdf z . lE SW BAR S ON T1' � O 8 3IB'1 ��s 3 SECTION #' (a). N CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM TRACK (1.•. A STOP BAR SCALE iDtx '- BUILD -OUT MOUNTING INST. (4). FOR INSTALLATIONS WHEN END PANELS AND SOME WIERIOR PANELS ARE DIRECTLY DD2Yyy�aTOr3 { SCAE 3/e-i` SCALE 3/8+.1- IS ONLY USED AT TOP)) AT LEAST i1Yb P,Vff{.S SFNLL BE CONNECTED TO BOTTOM TRACK SAES Td�D USING SPECS tN04CATEb CN NOTE (3) ABOVE- N SUCM CASE, CONNECTON OF PANELS MOIINTEO TO EXISTING 5ILL DIAL MEANS OF PANFLMA7E5, ONE NTEROR PANEL } SEE Fi'8 IaR TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION.1SUCHMAY BE USED JOINTLY W// TRAGIC AT BOTTOM ATFACHWG BOTiOiI TRACK TO WALL N USE aw AT 10I AS As 1NµNIN11"t% . W TWO PANELMA7E5 FOUOWINO S:KAVN ON ELLVATON AND W 3 1%2" 4 W TWaL . g ,X ® i +� ro TM z` �,`_ ••(ER A. tl(�� (5). SEE SECTION 1'. 3' & 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25, EDGE DISTANCE. FOR THIS C.15E, NMI2DOR PANEL 4JSE0 Y W/ ObES 4 ` AT WFb oN Tem pt ?" a``�ti1�11tiN1u1/ Ty NOT NEED TO BE CONNECTED TD (T2H)E BY ANY DINS_ TRACK 2 A4ALL ff INSTALLED f •• ,✓� LJJ T4 (LT2QJ IarADA10N mmE DH aNar 2z 1�; CENs+ A. T1 (HEAR MTOVEIRADOCEPS TANW LEFT a RIGHT SIDE OF PAMEL) HAVE $ Y ia3�i tC �L C ttl _ NO.44167 cQ aTry��\GEN� '•T FLORIDA BUILDING CODE !0 fi Vr Nurricanr Zona - - - TOP a ea7GM uaLNmxis aw A FLORIDA BUILDING CODE W h Valor Hurr(canr Zone) COMINNED ND. 4 167 °m n m W- 20 GAGE GALVARM STEEL STORM PANEL DNm in, © Isf av ANY wrc Nx 9p STATE OF :� g mmo IILEu. Nc 20 GAGE GALVANIZED STEEL STORM PANEL OW VI rF = Z �3W c" ..w.. m tAaxa DETAIL E° 'EGO GITwcE kw oY/aJsaxi STA OF : ¢' COITAL PROTECTION PRODUCTS, LLC, w N LAA�1ME y IL. C O y 4 GLOBAL PROTECTION PRODUCTS, LLC. aAE IMD S.W. of S7fRET � .i+iEmII�O A 4ra0 SW. It STlBCT op c +KNa BMYW. n. 35}t4 A 1 a 69AN AM 4Alt9E. FL. 353/4 �yFt4` •"• *?* t. / «.. YIN. ". r te•, twee" wm!a R YSYM ANMNBs (iM4)4tl0-7a,A, FIND 1Sst)e�•aT4T 20^176 Nik 4. AM 14••M wart, a YRM P,1pM t°9rlat"-'+a+a: FAX (04)S9C-aT9T 20-176 '� S ,w.. IRA) III r,. , ouo vI-ml ea.,.: r"N an_i41a . w I It,n IrI-uY, !)N FY CA-OGOaT14 #" A" Am4 "lo•• FqR 9 AYRN b: AAMAA'AFAM7t i1A4t .E SLMJB9NATIORN/OATE A JV:� P,1.E. C4•GWa71r Nr, Lae -. i,eeA•Nx ere DRIAIND m; -( WM.TEit A NI. PE A. MR1T 23 M 76 tx - NOW x4 OF 28 SHEET NO. SH 1.2 _ _ _ 1 I I 11111 ,I 1 I 1 I -- - - --- ' _ I I ill I ll L T :. pN l pLyW%MUM A.S.D. Maw F,p�y� eeNWUTO TO RATa70P ptf. {SEE S4 ,� CgVMTmN +BB.D, -133 70' OR LESS 2 B/1 a` HALT@ • ,'. Y, 3•. 1'w,. 2'W 8 3'W +$8.4. -75.3 70' OR LESS 2 7f8" BOLTED " 1' • +'W -6-"► N a) En C0 N .a_.. > r- U N 0 -i _0 CU Q 0 0 C co -0 n- YAXIYUY A.S.D_ DESIGN PRESSURE RATING A.t.) AND U a CORRESPONDING YAXiYUY PANEL LENGTH "L" •TINILY A e.n. DESIGN PRESSURE • 11 F a 1 • arnv u1 eUL1 MAXIMUM G" TIN fjk.s.fa) AND CORRESPDNQIHQ MXIMUY ANCHOR a) -0 V � a V OR _FINES ODD/2 E-Z HANG STORM PANEL _. /iryi R _I - E. D. - OmE t O SPACING SCHEDULE c L ua nsrrr aro - _PACL_G _._DLL FOR INSTA�ATKA._ L!RD CON___._ t CONCRETE RL{�,,,�„aUCTIRESd C � � "L (VAUD ONLY FOR PANEL WALAMM AS PER SECTIONS V THRCI 4' SHEET 241 Ai1D ONLY R-At1b15 AS PER SECTIONS i• iHRU 4'. SM • ?4, OL-SI�.�GR-ANTI TdtU - - ET3� u Q = Q O Ca �O Co 4- > TO To CON"w" BLOCK .� -0 E >O CU s_ � i BOLTED W/ , 4"m-2aM3 4• S.S M,S. k VANDNUT AT OVERfM k 4ON OF PANEL VJ47H Co NLEA8URE0 OF PANEL. /Im1 �i �/�'i r1 irE .� vJ L`i * UNITED TO 68.0 P.P. A.S.D. DESIGN PRESSURE RATING. , I F7i �• REQUIRES Mu. DISTANCE BETWEEN BOTTOM OF PANEL I Alm fl0 9E 1/Y 1�" 11 ,-I C, Maw kT •}•.(- REQUIRES MEx, DISTANCE: BETWEEN WrTON OF PANEL AND W 10 m alle- /18'{MAT, �S` oPuA NT1 H4o9i a CEP Qj ayk �3�'GENSF'J� Ts' FLORIDA BUILDING CODE M h VelocityNO cone Zone} No. * ' mom• 2O GAGE (1ALYAN)ZEO STEEL STORK PANELIRWIN " fr #: it * r _ i ill S TE irc� _ BAT. PROTECTION PRODUCTS. I.I.C. et Oq ..14 RID... IL:+. Ci 1Na, uDa sw. st . F �. 1 LLtf • a DM1C n aafA T 'iyrb , Npl@ierg stl. aew Ai r aiA F,pwA alms A A alas as r dBs+fsiA FAY ivm+)aas-Imv Zaw+ew Fes. VA : 1sNT m-,mo f11H DA-ww,a ,w. P,E SF.N1'MGILiT4Milo E A 'w„ ex t N . - - MIIET xe aF Bd I - __ - - I - I I I w mi YAYI W A.S.D. DESIGN PRESSURE RATING (pi6f.)'.. AND C-O?RESMDING 1/4. 3/4, 4/5, 5/5 3 6/5 MAXIMUM SIN��PA_yEt (- LENGTH -L' SCHEDULE ONLY FOR REGULAR STORY ANCHORS 2/4 SCHEDULE ON 1 W/6, 2W/e, 3W/7 & 4W/7 PANELS INSTA_I CATION INTQ POURED CONCRETI y CONCRETE BLOCK WOOD (t) 3' � (s q 1 l l) w - J' MAX - -I' P jy EleeatoawE�t AT EACHL' MIN. 1' MtH,-' \. AT we OR RfftTDY END mm 71t m EL_ f1. d3 a Q .GH D.M.,(j), lam), 4 , C" �.T. ,- _r_ _.�- ,.-. T T..1 _. - - -T- -I_.T . r7 I"T r T T r r i I r I r r ypTy,Tuctlsjj OR (s1 # aRECT Ma)taNTED AT EACH END* ��//A�^E.�,�t 1,/r tC�' QF:! r " Ir In . - I' 1 > IiA !s -IIIIIT� Ij �s. w "Q i)NSOLTED PANELS - LTOLIM PANELS W/ tj4m-200- � cc m u (SEE SECTIONS AS .5. MS. 80L7 w/ Q� a ea, avmuiP -,o EO G 1 (SEE SECTIONS AS -i. C LL CL -1-1- l ll <_ 1__ 1_ ..�� __ - - _ L_1.1�. /f- a �c to - _ if L. -' f - -- - - ... _. -- -T- Q / T --- F N { I Ia ,~ { 1 >: -�': o D.M., 3�).(F' - ` , - --I-a - - )- - p - - p IL i �a 3 3 e>_e or®4 _.�, 1 4 34 45 55&65I � aA cW..1 w 2/4 / , / , / , / / � c �W/C 2w/s, 3W/7 It 4W/7 m -- p C�±AWN{C�Ntl�RSp.{SEE�•G�L•kiE7Np;14�Etta# SHEETS�"A, ttDr'k�,'i1}�---.._.._._,I_L,_.....' ,� tao,�lZi£ FImCY +.-XL��S PANdat.11Llnrlr��AT14i f fA•_#dml. DAP O 2.BaY N.T.S. ..1('`'' Q v {NHL Ou478AP -1 *= WwIEY) {I 0 - i 1 MINIMUM SEPARATKN TO MAW SCHEDULE M47C 4CwiP PANEL LENGTH WIND SPEED ,C 170 m;,_h WIND SPEED > 170 m.P.h � F I SECTION A -A \l HTS (in) UNRESTRAINED RESTRAINED LAe MNEG RESTRAIN® iWTES: 30 OR LESS I. 1' 9" 8 t/+• D(,) L+: MAXIMUM ALLOWABLE PANEL LENGTH FOR A GIVEN POSITIVE AS0. pEW9F1 LOAD. L-: VAX ALLOWABLE PANEL LENGTH FOR A GIVEN NEGATIVE AS,O, OEM LOAD. >33 TO 9O 1• 1' 7 ,f2' 7 1/Y (2) PROCEDURE TO DEIERMNE MAN" PANEL LET4M GNEN A POSITIVE AS.O. DESIGN LOAD, DETERMNE. MAXgItI,t PANEL LENGTH'L+' FROM SCNEDIILE. >86 TO 145 t` 1" 7 1 7 1/Y GIVEN A NEGATIVE A.S.D. DESIGN LOAD, OEiEIaaNE YA)pMLIA PMRL LENGTH 'L-' INN SCHEDULE fXaV. IwJO#AM ALLOWA&E PAN0. tENDTH 15 LnIrIW TO THE (yN.�.PANEL LENGTH .. sot I. 1" - 7 1/2" IIETWEIN Y+` Me i,-: (3} SEE SCHEDULE BELOW FOR PAN. PANEL LENGTH FOR POROSITY 9W FLCAi OAL MINUM PANE , NO,t INSTALLATIONS INTO WOOD ARE LAMREQ TO 3 95 P•SA MAX AM DESIGN PRESSURE RATING Mi 0, 10 a 11 FOR MAX, .-A DESIGN LONG Is VAX PAN0. LENCTHS.fOR .. *L 1W O SPACER M USED. `' , '•,� s FLORIDA BUILDING CODE Nan High Veloc NMrricone ZOns) ' 44) �� a ° ram' 24 GAGE GALVANIZED STEEL STORM PANEL In, * * c �� TATE OF * MIL EI C O INC. PROTECTION PRODUCTS, LLC. °"g0„£/'"'° O�, "• 0 P • Ieoa s.w. et s1R¢Y �'FJe RID ,.�alE �2 x" 7tlA t r amO wwn wsw a a+,w XME R sssu 20-175 �,14Sl NA-_ ww.. `b0, -s'te ^.. m R >� wr. (�+..�. .N neAeMa itr _. A PEV.iERaARoA iNt6 sa n-,R mm 3 v to �g W O U O ^^L L.L V a) Cn LLJ Q Z 4 J SHEET NIT, .i 5 SH 10 �n>MPONENTS FOR REGUI,�►R LIFE SAFETY (EFFECTIDAY THICK a - VAG VE W1DTN)-----�- _I- jor IIL 1 L_ i in INSTALLAT19N DETAILS EQR REGULAR PANEL Cn T E(D (D oa =3 CIO SCHEDULE I I CD bom CEILING A!fi,�MOUN31NG BUILOM ,JOINTING D AiW SCAM j II 11 11 Ill I ] I wn " 7, 4�1,,,] -4 -.V- 11 VAX MAY IT ON SHEET I I D LI ! � I CONCRETE Iff w if gam Ammcr am .01-II14=0 L r65.0 o I9XISnevi WOW _� 11 T L- - - _t__ iv] I 11 i 0 L LI ] L i IIT LALTERNATIVE 4"W L LORNIM 19 AM WPAW DAM POURED Ity L rSCHEDULE 11 L r s � MnN LENGTH 1. r ANCHORS NIAXB,iUM A.S.D. IJESfGN � n5�• .if. NWWtAI ANdYR€'�AL�Ii FOR E. D. >• 3 1/2' » APP1a,NR.E ro � � k � � TKEM� M191/[el PARR LENpM 1' (h) 1N'+Cde9 CALK -RI PMEtfL11i fTW+E m F'ANEWA7E P[1S TO CDNGAitE id CaFKafEtE TD CCNf91ifE TD CSDkC�iE 12' NfA 72' N/A 12" N/A 12" Nld 1' k 2' {FOE') it" 3'* 70" 3". 5" 4' g` #• 1' tiOTTDM)+ 12' 3' 12' 5" B' 8' 8• g' 1 .BOTTOM}++ $$A, -75.3 N A / N A / N A / N A / Nfk N/A 12 1` /2 tT' 2' (OQTTOM} 70" OR LESS 7" NfA 8 t/2' N/X # 1f2" NfA # Tf2' NfA 3' {TOP) 12' N/A f2` N/A - 8 1/2' N/A 9 t/2` N/A 3" (BOTTOM) t2' NIA Y2" N/A ,2' N/A i2" NjA 4' (TOP) 72` 6" - ,2' 9 1/2' 72" 1i' ta` tt' 4• {80T7DAI) A SEE SNEE[ Ye FOR ANCHORS TYPE k SPACING FDR PIS7AIJA710N5 aitD wobD FMAE 9leLW10. LlNnitW ItiCHOR SPALTlK.£ AND NaflYUll EDGE OSTANCE A� emmwiED DN 1i85 5f]sDULE FOR E0. LL55 TeMN MOId'ATFD QN SGRaCtE �DtICE AYClER 9aN'Ri0 9i MULi1PLY1NG SPyCN6 SIIOWI/ ON SCRIiOtAE BY 7i[ F FACTORS. FOR OLlawmlG 1185 bPOWLf1011 TO BC P09SL81L RIDUGen 9PACHC. GRINNED IiSUG FACTQR NOT K 1E55 TOW MNMIRA SPM,WG NIACAfEO i'OR FJist ANCHOR TYPE AT ATK7e0R5 L[OEND. A11� Ti1� T fi'P 1/i s ,/1"f 1/41 TAPM711 CILIt-Ri YA ArgMAI l41Ctl1a Qa•i 3 3 ) ; i/x iweINRAAYE Cawwtl (Ma J 3.. a 3 tAmNW anr.t. awM,. O.) s s ,lx a t!x a AOIINR ►A fA0lall r iDo - tm .as & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2w 1'� --Ts., 2S' (TOTAL WmTH}----_ -----.2.ta7'----- TY.50P' IN�TATiON _DETAILS �.Q��D�LInA.�P EL INTO POURED GO�GR � 4B CONCRETE BLOCK STRUCTURES AL/FANAIE CONCRETE ^�ANCHORS LOCATION CONCRETE ANCHORS lSEE SCNEDUlIE Cal E%15TtNG POiJ�O i;OFtCR€S�_„-_, SHEETS 9 THRWGN 10 OR CONCR£)E 8lOCK SHEE15 9 THROUGH TO) OR l'X)NCRETf EiQC1C I REWIRED. �WaLED. �' EXISTING PWRp, i� � CONCRETE ANCHORS F - �N`TO E�.d,�T�N� '�+000 ST,�UcTURES tf4'f lAC SCREWS a e' D.G. W/ ! 7/2' Nnn. iNPFAOFD PL'NETPAtKat f. ,/+'F (A4 SCRE,WS O e' D.C. Wf Tb E%WfNb WOOD 1LL'MER. � / 21.4� WOOD (PINT _ t riz• w.. TNREADLD PENEiiOITWN oR i/`� ritRFAntan:YPENE�tRAi�l ro EXISTtN1Y wao0 HE AIAXIA1UDd PANEL LENGTH MA%WUM 0.S.D. RRESSU� NRA,Taai CCNCTtF'TE @ WbOD e1STMLA,UONS 'I' tad I2'-O' aY_d• 2s.a f2=p• rr=.e' Sao rr•-a• ro•-g' 4ao ra=r• g•-.- R-a 8`-6' a'�9' sae g•-1" a'-s- 6a0 9=S" Y-7' Taa >•-a' Y-o• � r-s' a•-Lo' xAd T-P" C-Y gad a =g" a' Y F4ad a=a" 5'-t a' faxo a'-3• a'-g- rroa - s=Y rr5.a 5'-a' 7 Tga b'-0' NA)()NUtd PANEL LENGTH MAXWW A:5,0• PRES'fi lRE7fA4a/G CONCRETE k W090 I'LSTALLARbNs ' f tad r#•-4• r3,_d• �aa rs-ra" rr'-Y 3aa er'•-t' ro=T' ao ra= 7DP MpUN HEADER FIEAtSER T STUD " ANGLE TRACK ANalt N i �t11T DIRECT MOU)iT 16" 32" 32' 35• aS` 5D" ad" 4 i.6`Xt.S` STUfd ANGLE 35' 32' 32' 32` A2".. 38' 39' b R' TRACK 55^ 32' 32' 42" 81' 80" SO' 1 W 1imE a.fFEs '"� SO' Sa• 32• 36' 80' Sa• 58" 1 50" 3Z' 32' 3H' W' SC 58' INTO. WOOD STRUCTURES �{Ati ) 1 � i 1 1. SEPMATION 1 - `*�yy O �� WOOD ANCHORS } �. �-.. TO GLASS. - _. � �Y (SEE SC1lEDUli ON �' ij 7{+ti-xmrl• L (SEE SCi#DULE I t!+'m-xmr,' 1 (---'� tqa eats L ON SHEET 3) i 5s� is w t / Sl1EEi 71) t - # , v!� T 1 � �-# -i PMffC LET•1CTH WOOD t` 1 � �� WODO ANCHORS � 1J 1 t Ili \ I O�SHEEi 1J�FOA �` � t I SHEET ti � QI I § SPAP2:R EIS II: i Q�i• i � i f--LEf1GT1{ MAX. f f '�- �Y •r i _..-..�._.____`--'} REQUIR@ -' tit I EQ __ 1 I I �t� � Mtn. % A&t, § �. 1 i 1 t i ___- I I tt ttfl j-�/i,i MAIL. LONQ ALtR.aNUM SPAGER5�0. 1g tf2' ` � i 4 ,'` ! I '� ': �k 6 { ,��1 O.C. TAB(.E ON SHEET t,.) 1 } { (SEE /f 1 MTn +i i f � � � I � � t S SEE NOTE »BELOW FOR L6MTTATKStiS TOR i t" F 1 I�y".:( } S � Ii L , f2• .LONG ST.EE1/ES. TKO CN j PANEL LE'1N,it( {,,_ PANfI. T;ENGTN `` f (SEE SCHEDULE. 1 (SEE SCttF1)ULE i I (SEE SCNLIfWLE 1_..-PANEL HATE FH/M.E IS OR PAN0. MAlE dd SHEET 3) i ,!.•s-2a.,• ON SHEET 3) L � ".y_,Fv- ..: .. -.. _ DN SHEET 3s "` I j I FM.US (sff 5CF(EUULE oN a"iiEfP ff) ,._ .-i._ .... � �--� -- � ( .-' -'f$ i� 1 T D 0.a,R FWmI ` E SEPMAWRTION �� I EfeaTN ovtlFD�t1t 7-ary � � GLASS---� � �E f � PLATE REWIRED i �oN i sNEEr 3) i � DIRECT MOUNT W% SPACER IAA �- i ' ALTERNATIVE 2W' F_.�._ ____ 1 ! i I ,- $ ": SCALE JjB.t• O 12 i/2 O.C.: SEES 5�0 PRIS'FA DESIGN LaPDb%R THIS � 1 � I � I �NERAI. NQTEs YWlin I1ta tlY. MT 4APA'rY �� 101Nn Rare1Y, amNn 41. (C) 70 YImNG WOOD DIN• kacr,ru. tu,ry L e_ab5 MW.I: 1. STORM PAN0. SHOWN t1N THIS PRT}aUCT EVALUATR7N t7CCiIigENT {P.ED-) NAS BEEN VERIFlED FOR COMPLLANCE W ACCUISDANCE - i/1`f TAPCON ANCHORS, AS MMauFAL"TUR@ BT LT.W. B111LDEX, WC. WITH THE 2020 (lth ED117DN) OF THE FLORi0.A BWU>:FIG CCDE. THIS STORM PMip. SFW1 NO7 BE 1NSTM,tEO AT HKxi - /14-10 PANEIMATE FEMALE � M� PANIO,MATE PLUS ANCHORS. AS MANUFACTUR@ BY ELCO CONStR(YGTpN PRODUCTS. VELOCf(Y MURR7GNdE 20NES (MtAMI-OADE I BROWARO CO(11gTIkS}- - t/4'f LAG SCREWS PER N:RS_ DESIGN WIN LOADS 1# 0 NED AS -PER SECfIIXi 1809 OF THE ABOVE MENnON@ CODE. FOR A.HAStC Wa/Q D SFLAII ETQiMI - 7/18"m x 5/B^ WOOD W15HIJG, A5 GRTRfBUTED HY AIL POWT SCREYr, BOLT k SPEfXA.tTY CO. SPE@ AS REQUIRED HY THE JURL401CTION WHERE STORM PANEL WILL 8E INSTALLED. ANb FOR A UIiFCRONN_+tY FACTOR iC0=0.Hj, kFD10 A5CE 7-16 AND SIW,1. tW EXCc'�S1 THE MAIUMUM (ASD.) DESIGN PRESSIfRE RAT9JG5 INFkOAT@ ON SiFkIS C.t) MINIMUM THREADED PENETRATION WTO W000 �' TAPCPY ANCHORS 91N.L BE 1 1/2° Nm 2" fOR ECCO PANELMATE PLUS 3, 9 THRU /2 k t7. 18. AND PANELAULE EEMN.E i5. IN ORDER TO YEWRY THE At�YE CLX:IXRON, ULTDdATE DESIGN WINO LOADS DETFRMIN@ PER ASCE 1-,$ SFiALI � F7R5T RFYMAC@ TO 0.S.D. DESIGN PRESSURE RATaiG BY LRI.TtPLYWG iHFFA HY 0.5 IN ORDER TD COMPARE TNfSE Wl MAX {A.S.D.) C1) A1IWMUM THREADED PEFff.TRATAPq � LAO SCREW. OrTO THE WDCO FRAME UN INSTALLATION D�jA1LS FOR REGULAR PANEL INTO POURED COI�CR� OR CONCRETE _8{�OCK STRUCTURES t1R' CaNCREIE BLOCK BETE ,- _�NC�� COKNCRETE v % REQL1iRE0. fr/ REQUIRED. C{)NCREtE ANCFWRS CONCRETE ANC,WRS (SEE SCHEDULE aN"" 5HEE,S a T1IAWCH 10) ,ram, ,.-.f 7:} {SEE SCL1EtHftE ON SHEETS 9 TNi�UtRi i0) !-; 7) 6JOSM70 POURED C�•iCRETE OR ;- -{/;•�� CONVi� Hk.O�K y `.✓ 1/a" ' 1!#. .-.___.___._.1 1/2, 1/+" � __. � r_,_-t/+Y-�1�' 0.G � _� CaNCRETE ANCHORS j' - � ! � i ( � t Ei . i E.b. a9 T�"�olx�'Iiia. i � i i 1 i � 1 T I 1 � M ir. BatS w sous w aelA!!(i E.D• 1 ` I 1 SFPARATIOK 70 17L.V5. -_ � aeaM�f f� daE wa tYMl 1 Bxtx oW.R Y-e� ,L. Maz. a TO GL65S. i 1 (U>E FOI P/IA � (SEE SCil@l1LE I DaaP, e,9t 7� ' i , 1 , O(ISTNG (SEE SC,EDULE GLASS WI SHEET 3} -_. i (SEE SCH@ULE 1 1 •: ON SHEET 3) ON SHEET 3 ) Ep ) I _ � A I ! I ry.• yam, IMTn. SEPARATION t' Noz. PANEL LE1R.TH TO - � PANEL LLNCTFI CONCRETE ANC110R5_-_ L___... _... ._....,_1 I �- _ ...._)_..: I �� SEE SCHEWLE (SEE SCHEDULE I (SEE SCHEO(AE (SEE SCf#DL1LE ON , 1 ) ON SHEET 3) ON SHEET 3) SHEETS g THROUGH 1 �' '" j 1 ehxavt' I ! I F I Ea. w .s.Frl;aan MA%" i i 1 i, � � I 1 x`✓ ✓:/ 1 f -- E! ' i } I 1 i E,p, i I i i 1�fY f E.O. '� l i f t, �+•.,• �JbutnFx etlx wAarR Taa tOl srAEw DR EYJ'5DNG POlat@ flC. I O �CEMfOREf€ 6f]Z 1 1 � L 1 I (- I APPUCd+BLEjI L10NCRETE M'CHORS T t J 4 j--iQ�--�f0-.s ,p•-�`r ss Ms w! wur � � {sE,E SCwmuLE ON�--' % _� SHEET'S 9 THROUGH 10) { ALIEIINATE -= }' Min L.-• u f jY D.e .. f W! (� OtI.Y wIiEN SOUR LFG LOGTION '� SEt k CALK -IN ANCti0R5 Alm USEp & W/ WFIEN I _._.EX+sT� POI�� CONCRETE �� ALTERNATE CONCRflE + fNXUR@ CONCRETE ANCHORS CONCRETE BLOCK IHQUfR®. CONCRETE ANCitORS I � USEO� lw0@• (SEE SGL7EDULE OH SHEETS 9 THROUGH t0) STAtiGERFD Wf STU��' (SEE SCNEDUIE ON SLEETS 9 TLfRIX1GH 10) BUILD -OUT MOUNTING SECTION 1 SCALE f` TtNG SCALE 3/8..;' SCME 3lH+•t' �RtE�uAr:l��4 �Y?;: "T✓ GEMa* � FLORIOA BU1LDlNG WDE (Non Xi h Yslaa NM jt#,�T,�inll�T�Q� ,'AILS FOR REGULAR REG�teGtR PANEL ��TO WOOD ALTERNATE LEG f1. 4'x8' (Mtn. EXISTRiG woo -. i ,• ,- j-[pCA1pN BEAM REQSRtED. STRUC F r ( j ! ADtAUACY !� E%b'7WG WQQO i / � I I �l BEAM TO B£ CiDlTIF1E0 BY REGISTERED ENGINEER OR 1 -�G�i f � ! ARCHITECT PRIOR 10 SWURER / j 1L,,Y7 Ri5?ALLAT&)1i. WOOD ANCHORS ALTERNATE WOOD ANCNCRS {� •' i � 1' Yln. r. (SEE SCNEp1ULE ON {SEE 5CHEbULE ON �� t t - ! i TEI(� � ��lrwiVeim.DF�% SHEET 11) SFEEt 11)_, t/2' ! I�Q i/' al,x 1PY awe. Ms wl NUt � WDt.`.._.._..._.......__.,....1 Rxro£oQUDIRE� 1 -A, 1 1 % , ri-A3i1�o mLTs t{ `l� ;. w • e ,f#" o.C. � kk WOOD ANCHORS 2. 1t SCHEOUI.E Wi , 1 I f (SEE M�� 1 � i j, Min. � i SHEET III) tt '1 iSEPA1NnON TO '--� T i 1 i -.i 1 i ? T I SCNED(tNE ,l+-wai,r I ON SHEET 3) p.,L .._. ...'•'LS �•� W. � ( !}!� Mrn SEPARATON 7G 6YalSS. I i_ �""""Y ` ...._..._ �__._ �._ =` � n1R Rya � r � USES SCHE'DtAE ON SWEET 3).... 4.-..__ Ss. Balls w,Q PANEL LENGTH �- LeMnH age r-Ey l {SEE PANEL CHEDULE ��n� f .__-�____ :._.-_,._�� _ i_. _._ l�DaiMO �7-a7 {IXJ SHEET 3� I GN SHEET 3) GL.155_,:z-1E �� i___ .i. I : I E I i 1 I 5f7i ; � OF 1" 1 "L � � of 1 1 [_Tj MAX F MAX. .- I 1 EQ r i fg• Na FDITSHi I I,/+Y-zWNW BATS ILI �_-1_______-_I � _�� ._... REOUORED a'x4` W000 tE �, � I {{ d '' �''�..._W4A70 - I --. J..__--L1 END QLQ5,U8ES DETAILS FQR 1N$j-ALLAT1QN IN POURED CONCRETE BLOCK QR WOQD STRUCTURES, YALID FOR REGULAR. LIFE SAFETY & E-Z HANG STORM PANEL(D SYSTEMS M 1 1 �-�� DONONETT. VAmES 1 1 ,©® ,® OR I "� macro: OR 2' A r . Mr 3103 H-14 mN �/Q,�� r.4 WOOD FRAE GO03-18 ALLOW \ 5 MAa"I t:/ .Peoumm ANGLE YRfa1 4CpR.1ALaJR1. ` •,_,2 1/2' TAPCON a t2f oF. BLOGf OROR 2".4" EMOPO TRAL �` PO \ I 1/4'f a 1 3 0 fi+PCON Min. P ANONw a 1r o.e: •" ' 2M2" RF3G1PREo 1 FRAME 1 ® Y,4WoOD OR REOUnEO ` - HALF P.t4Et \ �WN 1 x1/4" "P i C/FN'AYlB. INCNOR I � lER1PA LOCATOR LAIN TE LED 4 1 VARES f: 5 MsL 9G< L iXI35. MOX, I ALlR4 ANaME�OR Cmrr f 3,Do-HTE4 SHEET . Poumm co-,NCoNCIB:•�..-j 2` X 4' % n? '-.,.! 1-_TTMACR MIEFAA ALIMG. NP�NT PLAE d„ KO X OR 2.4' WOOD FWM 310E-W140R. 4• { 1l 1 ft"dP.t .. ( REQUIRED 2 $1 j2 - J �J 2 6003-16 N2FYY 1 -� cow, AUM MOLE MIX, 1/4 M. CAP I e it O.C. 3105-104 OR 600-16 ALLOY w/4AC%NUT O.L AWED. ANGLE CASE A (PLAN) CASE B {PLAN) CASE G (PLAN) iQAaE D (,PLAN) SCALE 1/4'=1- SCALE Ile -I' SCALE 1/4'.1' SCALE 1/4"-1" - r ' � 61Op PASvr �KDAWE� I Fih61i.E 1+ -- •i CONLAEfE 9LOGi '.-TOP or OM pF J Mp141TE PU15 X Pou4OtORE �&�.00X - YARB3 1 I �/4�) y4./ OR 2544' 1laMS ; 5$ES aF OPENRIC 56NEDUIE i7N x 9. A :fT➢WE 3" `✓ 4 ® FFA2 REQUIRED AS 19K4.OAO.E 10 # 11) . NXGNCREIE 11 O9R 2"A4' �OVERLA�PK4YOND wC90 E'RAME I V OR(j) w/ VARIES (D- WAND FRONT e 1 S, M. LIE Hui DI and )m X - ILO.'DISTANCE 'A-4-ffi6.[4R14» ' ,4HINHGNN,IFM CASE G (PLAN) wv ben YRwMn • 4 iR A TfJj jij4�� SCALE 1/4'.1" 0.G q V4 :m .......... WCorihT ,WIX :''�kGENs '':✓9'�k VALID FOR DIRECT MOUNT ONSFMlATION ONLY do CMMEO PANEL INSTALIATIO N AT WALLS W/ r"No.44167 2 SURFACE LEVEL VANIAT1(N7S WIiHRN 31e FLORIDA BUILDING CODE Non High Velocity Hu core Zone CASE E (,PLAN) CASE F (PLAN) i o STATE zk F 92m� INC. 24 GAGE GALVANIZED STEEL STORM PANEL •DAMON 6r: SCALE 1l+`=1` SCALE 1/4•=1" y.c�S�rCDR40P,.•1�kA GLOBAL PROTECTION PRODUCTS, IJC. 07 v AAAAMN - IH�y4: `2.%''i!i 46W &W. 6f SiPE]O LAID NEEIIIN9 COM1•Aw t1WW, 2 3?3,4 20-1 75 ...+.. PNO n,-,w . N,i n GID ITP.=a6N PNCWE: c95+)btle-76,4. nw lN5.J009-BF9T P.E 6F'/4.�ONtiMRE/OME. OAS -ODD Awr ,NMnw wt .er:. Mse. Ms IXARAa Na. WAY9A A dY., PE a.R man A or to MAXIMUM A.S.D. DESIGN PRESSURE Re'r1NG (rs a.i) AND CORRESPONDINQ MAXIMUM ANCHOR SPACINQ SCHEDULE FOR REGULAR STORM EANEL (f) INS'i'ALL OQNS INTO WOOD STRUCTURES (VAUD ONLY FOR PANEL iDINSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7) MAX. A.S.D. DESIGNM PRATING RE MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON 'SHEETS 6 & 7 APPLICABLE TO OF THEM AMIUELM 01-) TAPGON LAD SCREW PANQ,MATE FEMALE ID PANEEMATEWOW PLUS BUSHING 13' 43` 13" 13, fir IN Is- 13' 13• 13, 13, to (BOTTOM) B 1/2- a Ill- 6 Ilr 6 Ilr 6 1/2' 2W (TOP) - - - 6 1/4- 12 1/2- IS 1/4* 2W (BOft.E) V-O" 8' 8' 6' e' - 3W (TOP} LOR ESS 6• 6' B' 8• - 0 (EDTTW) 13, 13, 1r t3' tr 4W (TOP) +45, -45 OR EFTS 13, 137 13' 13' 13" 4W (WTiOM) 13' 1r 13• 13' 6 1/2r IW (10P) 13" Ir 13" Is. 6' IN (BOTtoM) 6 Il2- 6 1/2' B 1/2' 6 1/2" 6 1l2" 12W (TOP) 81/4 12 1/2- 61/4"PW010IT.1) > o" 4 11r 4' 6. 1/2. 6 1/2' - (TOP) 14•-4- 4 t/2" 1 4 1/2- 7" r - 3W (BOTTOM} 10 1/2' 9 1/2" 12• 12" 1r Is- Is- 13" 8 1/2" 4W 011ROMi) " SEE TAO.E /1 FOR MAX. A.S.D. DESIGN LOAM & MAX.. -PANEL LENGTHS WFIEN SPACER IS l USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 { MAX. A.S.D. DES'" R MAXIMUM ANCHORS SPACING FOR E.D.. AS SHOWN LIMN SHEETS 6 & 7 APPL1PA64E. TO ALTSommm &ANY OF THEM MAxMMMN PANEL YENOTHI (H') TAPCON IX. SCREW PANEUNTE FEMALE ID PANELMATE PLUS WOOD BUSYING tr 13' Is' 13" t3' IW (OP) Ir is" 13" it r IW (Wyw 6 1/r 6 ilr 6 11r 6 1/2' 6 Sl2" 2W (tm - 6 1/4- 12 112" B Ile PIN (WIT-9 51-0" 7' OR ESSS 7 112' I 6" S. Ir - 3w (BOTTOM) Ir 13" 13" tr tr 4W (10P) +46tn-45 +75. -75 ,r Is- is' Is' Ir 4W (BOTTOM) 12r Ir 13" Ir 10' iw (Top) 13` 137 13, 13" 6 1/4` 1w (90TTW) 6 Ile 6 1/2" 6 1/2- 8 1/2" 6 1/2" 2W (TM) B 1/4• 12 1/2- 6 1/41 12W 09013L. >5•.-0" 4 1/2- 5' 7 1/2- 7 112,. 3w (HOP) I 7rS. 5" 5 1/2- N. 8" ^- 13W *I* 13" 13' 1S` 5 Il, W (TOP) lr 12' r 13'' Ir to- 14W (BOTTOM) • SEE TABLE /1 FOR MAX AS.O. DESIGN LOADS & MAX. PMV. LENGTHS WHEN SPACER 0 IS l USED, CORRMPONDING ONLY TO ALTERNATE 2W' ON SHEET 6 jmwjj A A.S.D. DESIGN LOAD PANEL LENGTH 40 PSF OR LESS 6'-B- > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF 51-10" A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE MWLE ID OR PANEL MATE PLUS ANCHORS & W/ sPt(1(iEAIYiFuHj 1/2" D.C. (VALID ONLY FOR PANEL (DINSTALLATIONS AS PER SEC77ONS 1 THRU 6, ON SHEETS 4 & 5) MAX. A.S.O. DESIGN PRESSURE RATING (pa.i.) MAKMNM ANCHORS SPACING FOR MIN CO, PER SGffDULE OEM W6 iHXPNNIMM LEYW711 'L' (ft) MAX. ".D.MA PRESSURE RAM% (P.9.f.) IM ANCHORS SPACING FOR MM EO, PER SCHEDULE BELOW APPLICABLE Swm MAXIMUM LENGTH •C• UPCON SOLO-SETto P ZAMMC-NAiUN CN.K-IN TAPCON SOLO -SET P ZhMAC-NNLW f%GLK-ON O N44(k) m To m To to 7p m W mHuw.1E m W m ro +45. -45 LESS it 7 13' 13" Ir Ir Ir 13, 13• Ir 13, 1 (top ,�. OR LESS 1 +45 5 TO +65. -05 13' 13, Ir 13, Ir Ir tr Ir Ir tr tr 11 1/ 1 (TOP) OR LESS Ir 13' is" 1r tPADESIGN Is- 19 Ir Is, 13•lr 1 (BOTTOM) tr Is, is, 13' Ir 13, tr Ir it Ir it 11 1/2 1 (80TIOM) 13' 43' 13' 73' 13' 13` 13' 13' 1S" 2 (iQP) t3' 13' tS' Tr t}' 1S" tr 42' 4r 1J' 13 fl 4 J2 2tJ' (TOP) Ir Ir 13" Ir i3' 14, 13' 15' Ir lr 2 (BOTTOM) 13" lr it 13` it 13` 1r Ir Ir Is' Ir tt / 2 (BOTTOM)it 13' it 1r I 9r 43• 1r lr 1r 3 (TOP) it 13' 13" 13' tr 13' TY 13' Ir Ir Is. t 1/2 3 (IDP)I' - - 1 1 T /2 i 2 2 ! IS 1 2 { S2 t j2. - 1 4 / b 1 4` / 3 BOTTOM ( ). - _ /2 '1212 / 61.4'644' % % 2/2 12 Y 1F2 _ _ 8 14• / . 7 e 66 ! 3121 (BDTTaM) 4r ... Ir 8•:. 1 5' 8" 8" 8' 8,.. 8' S. 0` 7 1/2` 4 (TOP) 8' 5 1/2' 6" 8" 6' 6 tlr 8- 7 1/2" S' S- b' S- 4 (TOP) 6' - 6 - 6, 14 (BOTTOM) 6' 6 i6' 8 5 6 4 (BtT1'IOMa r 13' 13' Ir it Ir it is; is, tr 13, Fr 6 (FOP) Is- 1r /3' 13" 13" 4r it t3" 13" 1S' Ir i 1/ . 5 (TOP] 43• 13' 1r 13' 1r 13' 93' 1S' F3" 13" t3' t3" 5 (BOTTOM) iS` tr R3" ,r tr i " 3 ,Y i S' t3• I ' 3 Ir t112 / 5 (8aT7OM. ) 1r Ir Ir Ir tr 13" ur ire 13, ,r I3- 13' 8 OaPl 1r Ir it 1r 13` Ir Ir lr" 13` 73" Ir I1 1/2 6 (FOP) - 5 1/4' 6 1/4- 6 1/4' r 1/4' - - - - 8 1/4". 6 I/4' S (SOM-) - - 5 Ile 6 TALL 6 i e 6 Ile - - 6 1 4- 6 I/4- 5 (BOTT.") Ir 6" Is- 10 t/2 I r 1r 7'. 7 i/2 5 1 2. 73` 4 1/2` i (TOP �, 10 t4'-4' - 13' 6' 13' 1r tr B t/2" Tr 6 1J2" 9 fJ2' 8 1/2 Is. S t/2' 1(w} >b•-r To 9-r tr 7" 13• 13, 13' 9 112 Ir 9 1/2 10 1/2 7 1/2 13" W i (BOTTOM) 3 7 vrl 13- it 1r to, Ir 10" it- jr it a 1/4" I (BOTTOM) Ir 5 Ir 10 1/21 Ir 7" Is- r 7 1/2. 5 1/2 Is- 4 1/2- 2 (LOP) Ir 6` 1 13" 1 13' tr 5 112" 13' 8 1/2' 9 1/2' 6 1/2' tr 5 1/2. 2 (TOP) 13, r Is- Ir Ir 9 1/2 IY 9 1/2 10 1/2 7 1/2 Ir 6 1/2' 2 (BOTTOM} 1r 7 1/2* is, is* it 10` tr 10` 11' 6' tr 6 1/r 2 (BOTTOM) it 7` IS' 13' Is- 9 1/2 Ir 9 1/2. 10 1/2 7 1/2 Is- 6 1/2. 3 (TOP) is, 7 1/2' IS" 13" it to' Ir 10' 11" 8" it 6 1/2' 3 (TOP) 12 1/2.12 1/2 6 1/4' 6 1/4' 12 1/2 b 1/4- 6 1/4- 6 1/4- 3 (BOROA) - 2 1/2 12 1/2 6 1/4• 6 1/4' 12 Ilr 12 il2 - - B we 6 1/4" 3 (BOTTW) 7'.. 3' 8' 5 1/2` 7' 3 Ilr r 4- 4 1/2' r 9 1/2- 3` 4 (TOP) 7 1/2- r ar 6" r 4- 8' - 4' 4 1/2" 3 ilr 6 1/2` 3' 4 (TOP) 5 1/2- 7 1/2" 4 (801TOM) 8' B' r - S' - 5 1/2' 7 1/2' - 4 (SOITOM) 13' 7' it 13' 13- 9 1/2' Is- 9 1/27 10 1/2 7 1/2" 13' 6' 5 (lop) Ir 8 1/r 13' 1r lr 1O- 1r IO" it, 8' 13" 0 1/2' 15 (TOP) 13, 7• Ir 1r Is- 9 1/2" 13' 0 1/2* 10 Ilr 7 1/r 13` a 1/2" r (BOTTOM]. 1S" 8 1/2' tr 13 it 10, Ir to" 11'1/2' r (Ba1'iaM): Ir 5° 13" ,0 1/2 13' r lr 7° 7 1/2' S 1/2' 13` 4 1j2" a (TOP) 13 6' 13 Ir 13" B f/2' tr 6 lJ2" 9 1/2' a 1/2` 11' S 1/2' 6. (TOP) - - 61/4'61/4" 6114' 6il4' - - - - 81/4' 614`6 i301'F.") - - Bi/4' 6i 4' 0t4.611W 71 1-. - - 6t/4' 61476 '. sm sRW it FOR ANDIIORS TYPE & SPACING FOR 11MAIAtMNNS Wm WOOD FK49 IM)I.D = §' hoTOR� mom p"as AND MINIMUM EDGE DISTANCE ARE I DI MOED ON THIS SCHEDULE FOR EO. LESSON SCHEDULE REDUCE ANCHOR SPACING Of MULDPLY04 SPACOM SHOW It" mm'�rDLLGwM9 FACTORS. FOR OPOWDO N m K 1013181E; REPRICED SPACING SCHEME 06TAmm uwm FACTOR No" NOT BE LESS D N wwim SPACRM MOX'AIm PER FAG, mmim 1YPE ON INS SC/O" TOE t/41 1/4i HALT 1/4'e 1/41 '3 1/4ANCHOR OwCa SCAT -IRO P "X-w M67" mom WAWING .) 3 3 3 3 2 1/e 2 1/2 00 3 3 1/r S' 3 A 11r 3 A�t)MCAM RMTAAIa l�v ROLK 3 1 ,/r 3 ,/r 3 1/2 3 1/Y ACILW. MBE p6WU LMJ FACTOR 2 r I.M R73 - txVS - 9M3 31 4°A SPACINGS CKY VALID WHEN SPACER @ IS USED. SEE T #1 FOR MAX. AS.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER S USED, TABLE Al A AS& LOAD UMMUNI PANEL LENGTH 40 PSF OR LESS 8'-8' > 40 PSF TO 50 PSF' 6°-2- > 50 PSF TO 60 PSF 5"-10' A MAX. PANEL LENGTHS ARE OKY VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2' O.C. I7 --- ®-ANCHORS (SEE SECTIONS & ALTERNATMES ON SHEETS 11 14, 15 lclb) , D.M., 2 R-IA/13, R-2A/13, R-3A/14. '*MIN R-RAW/1% R-2AW/15, R-3AW/16. R-10/113. R-20/13, R-20/14, r MAX R-16W/TS, R-28W/15, R-38W/16. i -_ O O 4) Or 0 O 0 c L/2 4:oz -z," 5.8. �Ls I (USE FOR PANEL LENGTH 1 i' OVER Y-67 i . sR il:cWuttAARh f 1 STORM! PANEL. I ' i I i 1 i 11J I 4 STOR { REGULAR M PANEL •} H I ( PANEL LENGTH j i i _ i 6OVERIAP I I -_ LIFE SAFETY 1 ORM PANID. VA I I ( A0 PAEI LETN07HFBOLij i .50.0E -5co (W/O OVERLAP MID PANEL LENGTH 1101.11, A USE 2' 8 MIN PANEL LENGTH t'_ AT ALL MiOUNTNGGS j j ii I j pp S.S. BOLTS W AT EA DVERLFfr t i _ ......._..-. W-...-- -T _ ( v2 � t ( 2f'MOi`CFffS A'f S'RO (SAFEti t k i i .- "0 TION O LIFE OI PANEL BOTTOM CORNERS i D.M.,Q _ OVERLAP-1 -OVERLAP- I 1 I 1 or dj or�` "G NUT At EXTERIOR LEFT PANEL I' MIN. R-4A/13, R-2A/13, R-3A/14, ®WING NUT AT RIGM' PANEL R-18/13. R-28/13, R-38/44, i' MAC t INSTALLATIONS ONLY VALID FOR WBNO t" MNJ SPEED UP 70 170 m.p.h. R--TAW/15• R-2AW/15, R-3AW/16. R-19WJ15, R-28W/15, R-38W/16. j Ati-HORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13, 14, 15 1/4' MAX. OAP FE SAFETY STORM PANEL M ELEVATION 1 SCALE 1/4--1' fi 16W /-� STORM PANEL (W ttrBLAP =T �E VALLEY) STORM 1 ATION (t) ,.y1EfIFMIte !`j T � 570RAI PANEL € 1 aI ; •`�f�`'y `s ` z '; * ,TF LIFE PNWEL FLORIDA BUILDING CODE Non High velocity Hu come Zone 5;4DRIDI . r 'R 24 GAGE GALVANIZED SfEE1. STORM PANEL "9r: GLOBAL PROTECTION PRODUCTS, E� C'"`' SECTION A-A� 1/4'=1' i> Ae6D xv. sl AY SAw 2MANTMIP,XNM10i6.G'L,! CANE, Ft. 3314 (94)669-S920 -175SCALE iPUNIAM Nx P.E SFALJSWMMLMFfOAIi a w rel.s, AUY Aes� A.e ULMWA IIOS71J:. PF. IXSt ,2 a ,e MAXIMUM A.S.D. DESIGN PRESJURE RATING (gAvAQ AND CORRUPONDING MAXIMUM ANCHO SPACING SCHEDULE FOR REGULAR STORM PANE �(i9#I�,AiLATIONS INTO CONCRETE CONGRETE�I.OGK STRUCTURES (VAUD ONLY FOR PANEL(D INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MAIL A.S.O. DESIGNDESIGN PRESSURE PATING (p.B.1J MAXIMUM ANCHORS SPACING FOR MIN E.O. PER SCHEDULE Bm4w APPLICABLE $ NAXINW PlENGTH DI.) MAX. ALS.O. PRESSURE (p e.1.) MAXIMUM AN04M SPACING FOR MIN E.D. PER SCHEDULE BELOW g MAXIMUM PLENGTH 1. OQ TAPCON SOLO -SET PMMiBN� FEMALE PULS.6M 7AMAO-NNa CALK-N TAPCON SOLID-$T 1D P1115� 7�M6aC-NNLW GWC-6i m ro m NRATING ommot ro +3 TiXNN OF THEMm m CONCRUEearl w m m QE m OMBINATION OF THEM >465, -65 +75, 75 Ir it' I 13• 1r 7r it it Ir Ir Ir I I , 5•-8" OR LESS >+76TO-75 .119E-11" I L Ir 5 it 0 1 Ir 6 t/2 Ir 6 1/2' 7 1 5 1/r Ir 4 ! 2' 1 (TOP) OR Li58 13' it' 13" 13' 1r it 13' lr is, 12' 1r 70' 1 (BOTTOM) Ir 6 Ilr I3" tr 13" 9' 13, 9• to' 7 112' 1r r i (BOTTOM)) Ir it' ,r Ir Sr tr Ir 13, 13, 12' tr 10` 2 a'OP) Ir 5" Ir 10 $/2: 1r 6 1/2" IS' 6 1/2' 7 1/2. 3 11r Is- 4 1/2" 2 (TOP) Ir 11" 13• Is- Ir Ir is" 13' Ir 12' tr 10' 2 (BOROM) 13, 7' it 13, 1r 9 1/2' it 9 1/r 10 1/2' 7 ill' Is' 6 I/2` T (80T'TON� 13' 11- 1r /3' 1r 13' T3' 13' 13` 12" 13' i0' S (TOP) IS' r 1r 13" 13• 9 4/2" tr A 1j2' t0 1/2' 7 1/2' 13" 6' 3 (TOP) - - 72 tj2 t3 ij2 6 114' 6 t/4' 2 t/2'12 1/2 - 6 ,/4' B t/4' S (BOTTOM) - - i 2 j2 2 I 6 b 4' ! B t 4' l 12 t" /2 6 t 4` / - - f P b / 6` 4' I/ 3 M (BOTTOM) r r B` 6" 6". 6' S 6 1/2' 7' 5' 8- 4 1/2` 4 (TOP} 7' 3' 6" 3. 1/2" r 3 1/2" B' 4" 4 i/2'. 3' 6 1/2` :2 Ile 4 (GOP) B' b" 6" 6" 4 (BOTTOM) 6" 6 t/2!. B` 8' 6 I/2' 71 4 (GO TOM) a3• 17' tr 13" t3" 1S' 1S" 13` 13" IP" 13' 107 s1'TDP). t3' B tJa" 13" i 73" t3' 4` t.3" 6•.. f0" 71/2- 1r 8' S ) Ir It" 13` I tr 14' tr 137 13, is" 12' Ir to' 6 (Ba1ToN).' 1r Y Ir la, 13" 9 1/2' Ir 9 1/2" 10 1/2' 11/2' it 6" 6 (OWTOW) 13" it, 13, is* tr Ir 13' Ir Ir 12' Is to' 6 (TOP) 1r 6' Ir 0 1 tr 6 11P it rim 7 1j2' S 1/2' /r 4 1/2" 6 (TOP) - 6 T/4- 6 1/4. 6 1/4' 6 1/4` - - - - 5 1/4' 6 Ile 6 _. - B Ile 6 1/4` 6 T 4' B 1 4' 6 1/4" 6 1/4' - - 6 1/4' a ,j4°. 6 Ir 7 1/2 13' 13' 1r 1O' Ir IO' it' e' I3` 6 1/2" 1 >51--r TO 5'-O- 1r 5 13' 0 i 1r 6 1/2' it a 1/2' 7 1 5 1/2- 13' 4 Ilr I (TOP) >b•_6' TO 7-6' it 7 1/2" it 13' is- to 1/2 Is- 10 7/2 11 1/2 8' 13, 7- 11 (BOTTOM) 13" 6 1/2" tr Sr tr S. 1r 9' 10' 7 1/2' 13' 6" 1 (BOTTOM) Is- 7 1/2- Is- IS- 13' 10• 13• le 11' B• 13" 6 1/2' 12 (TOP) it S' 13' 10 1/2 tr 6 1/2• Ir 6 Ilr 7 1/r 5 1/2' 1 it 4 t/r 2 (TOP) IY 7 1/r 13' 13, 1r 10 1/2 13' 10 1/3 1 1/2 8- Ir 7' 12 (BOTTOM) tr r it Ir Ir 9 1/2- Ir 9 1/2. 10 1/2' 7 1/2' 13' 6 Ilr 2 (8011014) 1r 7 11r 13' Ir 13, 10 1/2 Jr 10 1/2 11 1/2' 8' 13, r 3 (TOP) it r is" 13, tr 9 1/2' IS' 9 1/2' 10 I/2 7 tjr 13' r 3 (TOP) 12 1/2* 12 1/2 6 I/V 6 1/4- 12 1/2- 6 1/4- 6 1/4" 6 1/4. 3 (BOTTOM) 2 1/2 12 Ill' 6 1/4- 6 1/4' 12 1/2' 6 1/4- - - 6 1/4- 6 1/4' 3 (BOTTOM) 7 1/2" 3 1/2' B" 8' 1 1/2" +" 8' 4 1/2' S" 3 1/2- r r 4 (TOP) 7" 3" r 3 112" 7• 3 1/2` r 4' ♦ 1/2' 3' 6 I/2. 2 1/2' 4 (TOP) 8- 8" 6' 6` r 8' (&7TT0M) r 6 t/2' 8` 5 5 1/2' r 4 (9 M) 13' 7 1/2'1 3- tr it 0 1/2 43: O IJ211 1/2 e' tr 7- S (TPA'} 13, 6 ilr it Ir it r Ir r to" 7 I/r Ir or (FOP) it 7 tJ2" 13' 1r t3" 10 1/2 t3' o 1/2 11 1/2 8" 13" 7` 5 (tKfmo 13" 7' Ir it tr 9 1/2" tr 9 1/2` 10 1/2- 7 1/, a3` 6• 5 (BOTTOM) 13' 7 1/2` 13- Ir sr 0 7/2-. tr f0 1/2 11 ,/ 8- 1r 7- b (1T'O) 1r 5` tr IS- 6 1/2" Is- 6 112' 7 1/2' 5 1/Z' - - 6 1/4• 16 1/4' 6 1/4- 6 1/4-1 16 1/4" 6 1/4' 6 TT.*') 6 1/4- 6 1/4- IS 1/4' 6 I/4• IN 1/4' 16 1/4` 16 (BOTT.") SEE S1#ET I I FOR "CHO" TYPE at WACMA7 nm ISTALLA"W s INt0 WOOD FRME MALOno9. 4 Now" ANCHOR SP.ACNDS AM MINIMA, MaN'E. 043RAI'NCE ARE MICATED ON INS SCHOWLE FOR E.D. LES6 It" IIO1CAlED CN SCa6AULE REDUCE MOCK! SPA;MO 1w MLI.TIPOIND SMING SHOWN ON SCIFMEE BY THE Ial.Gow10 iAC70N5. FIN ne, C>OGum to BE POSmout Rm1OEO sPACINO WANED MIND FACTOR SHAA NOT BE LEM TWA MKUN SPASMO SNOWED MR EACH ANCHOR TYRE ow INS ScH DUL 1/4'4 Ij4'4 Ile. IX. I/r. 1/4`. IWplf)1t TYPE upcom WMAW 24M6-NYM "K-4 MM M1 ANCHOR SPACING (MIN) 3 3 3 3 2'Ir 2 11/2 ABMI,WAA CBG[ 6AJ 3 3 yr r 3 3 1/r 3 CnAWHR l {SIX 3 3I/r 31/2" 3,/2 31/r 4 /CIIAM. ®■ OBDeRE FACTOR I 11r- _ �_ 21/r 3_ 0.40 ale .. SPACINGS ONLY VALID WHEN SPACER IS USED, SEE /1 FOR MAX A.S.D. DESIGN LOADS & MAX. PANEL . WHEN SPACER 1S USED. TABLE Al A A.S.D. DESIGN Lm MAJO"PANEL 40 PSF OR LESS > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF 5'-1v A MAX. PANEL LENGTHS ARE ON Y VAUD FOR INSTAUAflONS W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2. O.C. INSTALLATION_ DEMILS FOR LIFE SAFETY PANEL CI) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES �[F��TTISRNG POUREDTA0 9 D.C. POURED o.G: i CONCRETE OR ANCHOR O 9' Q.C. I I'��ETE ON CONCRETE BLOCK fri�r.53 CONCRETE BI.00N O R LAR' PANELS O UFF-9* AANEL WALL MOUNTINGS SCALE 3/6.T" SHEETS 14 & ANCHORS ANdifoMt TNE s �VWCON R WSI%IA INTO TTYPE SPACm O GOHMINA AND" eM6I0 (MJ 5 wow FRAE eI6DW6S MINN" ANCHOR BPACN65 AND MINUM M •u14Mur MNY fMnmM (M.) J EDGE bmTAVE ARE INDICATED ON INS SCHEDULE. FOR ED. LESS THw INDICAIED ON SCHEDULE REDUCE ANCHOR SPACING mrANal4a1 >p pq,) 3 BY MtR7iFLYIND SPACING sHwIM oN SCHEDULE BY TIE FOLLOWING FACTORS. NYAIML EBGE ■EMNt FAGEDR 1 1/2' aM FOR THIS OPERATION TO BE FOSSWIE, REDUCED SPACRNO MADIED USING FACTOR SEVlL NOT BE LESS IIUN MtlMM11AE SPACING INDICATED FOR EACH MOOR TYK ON THIS SmewaE. ITH ION t2) EC :RCZM L" M EL L ELE SHE( MS TA CDN R 0 9' D.C. POURED CONCRETE OR E BLOCK REOUM. '1 �y IIM7:li7:S'7_ +..11 . Hurricane ^�^J` ^W W W C0 0 O U 'a O O O .� CIO U r2 U) CU O Cu U) O O Q O ) ca O O -F-M Ct3 m ,- O co > .� Cn -}� V � '^ E L /f' � O �0y CCi ct C5 .I. W 9 Cn G m r 6V m x C L.L C. cr -0 4- C" ED C. s '1•' Q C.1 3 3 •°'M CW.3 CL) d C G c � AO � O- CA M- O INSTAUABON UEE SAFETY PANEL DEI INSTALLATION DETAILS FOR LIFE SAFETY PANEL (1)I IAi,LAUON DETAILS FQ8, i EE SAFETY ( L�TQ I I F INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES INTO WOGS? RUrIURES QR �0 ?� STRUCTURES 1/4.0 TAPCON POURED 1/4-0 TAPDON QG EPOUR® f v f I A+C1OR O 9 D.G. i CONCRETE BLOCK ANCHOR O 91 D.C. r CDEICRETE Lam( HEADER - W'000 HEADER WOOD HEADER HEA!)ER � �I REWMaEO f 1 QutlffD t OUIRm X VOLT HEADER �, HEADER l I GwaEO ouRm 1 4'e TAPCON 1 4"e TAPCAN - t 4'e TAP(XIN 14'e TAf+CON / I 2 Z I3ICIOR O 9` O.C. -r. O B' O.G. NOR O 9. O.G. O 9' O.C. W r ( ; / N 1 4'V tAPWN _ 1 4Y TOWN D.C. F` I o e' D.C. 1 1!2" 1/+' U2f'j 2 V�J 4 1 i' 1 t. ` r 1/2' I t/+' } T/2" ' i/4• j' _ T/2' ( I/4' _-,E+et`/4• �:/ E0. MAX. r - I MAX...........v�-.� 'r f 3 f T!2• }1!4" d#, 1!2` }1/4• r^ M2` 2' ti 1 Mi� { 2 G T {r / I V l N r MID. I � •...,.CU 9 I N- EPAUTIa+ I C i t 1 i f -'� M I ,/4Y-m.l' - N TO GLASS _ n _.._ _. ._ ..Lw. E%I61'INO-.g f'T- "'6S RO.fl x 6 _ IOTY 4 N I 1 , 4tit-ZAt' !4"r-2m1' R - i f...____e_. .i- At Et !, B H I R S.. _ . S enre W D Y 1L .I__- '"S,x. eN:teW 9 B 1 EX1Y1it1G.A _ i ry - E7M T' S:T gals W R- '- ---' 1 S.S. Mai9 w 'y N L_.-_ 1 ra-Zal• w- f -:w:, v:. _ ._ zt u I,�y I 9 t , .•.-ZD.1 M!. ,�, a 1 IN ,/ 1 MEtG1N G!R 7-rj ' E3O Bo178 w ULYJP , i / ., I-�---.._..... ._.F..-.__ AT iA, E%IBiI,,�-„ I-- _. 1 .Y-9R[r N 1 , CUSS N _ _ . Y__ .. _....,..... ; Bhys„p I A a i flH 6 a .. j__ _ A eA. aAa II I i A G w 11 ! Cu95 §_ �_ .. ._� EGffSFI 0V55 N r/T BATS Wny ..._..:_r_--. 1_..__ d fA, +�-.= -- -6 1 _ m-..__'___- _ r..- 96E rtw PNe.-11 I .-( DIME,m IIMa Gtt58 ..... _. _... Ta,ASs _ _.. I`�"s (SEE ELEVATOR 9 PNIFL tIINGiEt MAX n I 496W GAt i4, I 0 i t "L' IAAR. 4 I NOON osr 7•B') II -. i t' 1' MAX _,-� O'er' PANEL LENGTHi I Y �' PANEL LENGTH ELEVATION � `L` IMMma 8'- PANEL LENGTH i �.�. MIX PAFL I �1 �" LAX �1• Mtn 1 aN SHEET 12} ; _ _-_. Oro SHIET� 0 t PANEL MLEFMtH I H 1 LMIa„ PANEL LENGTH K R--3dPAR+A 6 1 4.___. ELEVATIGW 9 (SEE ELEVATION (SEE FtEVkT90N !I 'L" B- PANE. LENGTH I 4 1 ON SHETS 12} i DHl SHEET t2) fl t p 1 I i (SEE ELLYATION o---- t( N 4 II ! (SEE ELEVATOR ON SHEET 12) R I I B 1' Min 1 1 I ON 6t0.Df 12) M I I I ON SHEET 12) 4 1 ON SHEET 12) it I 1 L/2 .{ 1. i GU 1 1 L/2 A-SFPARATI i '":J j N TO CLASS. ; i ._. "� t SIB ipsiLlTI07H-- - I i G`-"'' n .� 6 I. 11m. I 1 '• GRASS' N GI/SS. I A I i _ G 6• N i y2 B To GLASS. /_i �.� b' DI I j u Cuss. I 8 j' TD 1 ARATI S. 1 ifl+C POUF; E'D' I EXISTING POUaLF31i E ti. I i I L®J _ : I.r-' `ty I "L7 I 4 I I tl /' i ]�.-�( 1 L/2 (-7_�. (� : I B• ICRETE OR I I,.- COHK3RFfE dt` I i f , • ,: +/Y I I e v tp' i I ( I 1- i f`� t CRETE BLOCK l/ CONCRETE BtOGL I - REQUIRED, { DI9o! \ , y�AIG � e ayrOC EoIMED. E /2' J • tt ill' GC Na t �� ? 1`` � i e�iBS iY as i(2' '� ,)4Y- 4• O,. 4 _._._..._.._) ELL. i p i s \ J f s 4 (' } �) P IE ° 3t13O C A& . PANELMM4Ti -` I/4"I PANELMATE - 3�`=L++ - } i i I= ( )k k REQUIRED 'I 14"B TA'GON rX4' i f ,NY9 P'tAAre riLA'IE -i g e I2 1 0.a. PLAT) k k .; i 4"e TAPCON !r? rAl 4"e TAPWN RYE= i 44R O 12 1j2'a.c`.�. ANCHOR (eEYONt1) a .LIFE C„ NFI a, t 1.. '.,I NOR o 9' D.C. , j ) GNaR 0 9 O:G. ` o 9'i'G.C. TE STAOCERED W/ STUD AG6EREo w! 31UDANCHREoiriREB?pR oEizAlj2 as REQURED ,?` 1/a,X+JWx e6tx T/2Losc- W�{L AWUNT� iWING AVEW tWE SHEM 16 & a6 FOR "'HORS TNFE a SPAnwD FOR SCE 3/e-1" REanRRtD � a v �EtEowxEn - �- j � f BNSTAUATIONS INTO WOOD POW &ALDINGS.�. t I 3 1 ( �? ■ MRRMLM ANCHOR SPACIN9S AND MNfMw EDGE DISTANCE Y ARE IWCTED ON TNIS SCHENAL FOR E.0. LESS TXIN RAICATFII ON SCHEDULE REDUCE MC40R SPACNSG 6Y �W M WIN'L.YING SPACING SHOWN MIN SCHEDULE 90 THE ALT FOLOWW FACTORS, FOR THIS OPRIAMN TO t£ ALTERNATIVE R1d� REDUCED 6PACPNO QVIDINED USING WICK 94ALL NOT BE - - O RE PANELS O FE! $AF _ONE LESS TRAM NWAA1M 6PACIN9 INONJ`,TES FOR EACH ANCHOR NPPA IRA AINW'',,,uH,NUM, O REGULAR PANELS Q LIFE A�ETYB-ANEW nuuBG ,y TYPE 00 INS SCHEDOUL �EP 0. T!(4'4Iy W�OUNTINGS MALL MOUNTINGS ��RG ... lam S W Am= TINE TAPaP / yre .-* ........... EN'SCALE E 3/6-1' `sP SCALE 3J6.1' WAL3/8-1- . MOUNTINGS *� '1? dF ''" NW4Mr. Mom WAWA D,.) 3 3 ? FLORIDA BUILDING CODE Non High VelocityHUtTtCOne Zone y1. GENT _ FLORIDA BUILDING CODE Non High VelocityHurricane Zone = No. 44167 = FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone o.NIM. {e.7 3 s fir' * * am 1�0, ° ' 24 GAGE GALVANIZED STEEL STORM PANEL Fa. NQ7 $ - w1m,"Llm. 0RL F.P. * * emm 11132W0, PC. Fes. Q 4 A MM,a e3 4Wm,41A lm i (A3 3 3 I/2 DRatN ar 44167 i 24 GAGE GALVANIZED STEEL STORM PANEL 24 GAGE GALVANIZED STEEL STORM PANEL _ 1. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN X * s �' 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D.iAOF J� � f AL*M. i� 9.MMMot W NOIOR s •a •. STATE D - 41/117/211m PRESSURE RATINGS (p.a.f AND PANEL LENGTHS AS -2 * : * --• or12F)m2B '' p :'`AA oT/zF/mm Z ILA ''�'o' P . - _-._.GLOBAL PROTECTOR PRODUCTS, LLC. DME PER Et.EVATON DN sHF 12 111,,, E1 C O ENEe.., GLOBAL PROTECTION PRODUCTS. LLC.. pA,>r LENGTHS AS EL�E�nraTloN ow st eEai' ti.%.,FOR. II.. E C O IMNe. LOLL PROTECTION PRODUCTS, LLC. 1/r - % .n'• OR)D L �: O ENe. - q STATE ----'-- 4s 4�0 6,W. e1 SRNET 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 'rye': LAID s.W: 6t a>N T °� 4Bm SX 51 sraaT RNLI e. XA1Mr & A �, ON wI. P,• +> YIN. wF,r ,AIePe. n xm4 t36W.. FL 333u NAL _ 20-175 MEMBERS TO SE SOUTHERN PINE No 2, W SPECIFIC QE'. RlL1 ,.• iBtc> NW SBr YW ZED wm n31m waB n 3s1a4 20-175 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD 6 iONAL� f 4> A Z ,... , PW n/-IMn . Aw , aaN m->BN PIi63 (864yOM 754Q FAI (I64X6Pe797 % Iu. MM, 4L: BE, 3M. NAI4r 4MFOM narw a+wE li Vista 3• aw LAB hN NNNN)HM1(A�4,A4 ,,.: AA.= . IaAIt nM em , m _ -+a+ PH M (Be4)NO-734o; FAL (W)Q!D-m7 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECWC, FHFNFHnMMaN+ H,,,, , Na0 m-UBs . Ne: 9.q m-NCI mom {BBM)t69-T6w: IFAe (BB4NMI-BTP7 20-175 3 11r- - PS. SEA✓SPOR MEtuTE P.E aP v,.,s Ift DENSITY OF 0.55 '0R E()UJ+4. � DENSITY OF 0.56 OR EOUAL `�O-0008n" 7111 r' • Q '. INS!'••. YMAI - r,Aw N,IIaW MM 4RM1RgD Nm MWELT i4 AFMA 'WEN. A SN.1Mf Jr.. RE ,.. AE. =m 1N 0r to PE. BSIL/SgftAttlRFfagE 1R14T iR O t! J AI, in.r rwwsrr P.A 4RNn1ro 1N: IW17ER A JY., PE a SHEET NO. SH 1.4, I ___ II I II 1 1 :'1 III_ 1 __ I I I I I I 1 1' if, '1!' I ' I I 11' C, EZ1W/1s ANCHORS - (SEE SECTION EZ1 & ALTERNATNE EZ1W ON SHEET 5` Mm 9' Min. 14(SEE NOTE 2) T i' NNn.1 2) D%i a'.uUNIINUM aaERj � PANEL ; {END aANEL) (iN[EIUOR PANEL} (lMTERK)R PANEL.) 1 i (INTERIOR aAN (END PANEL) SfE NOTES 2, 3. 4 i 1 SEE NOTES 2, 3, 4 i 1 i(s. _ ,1 PANEL LENGTH - _ .� O 4/- 40.0 A. `�. SECTION A -A ktw4knMnmtroNF SCALE; 3/32"x i " ,A'�',��. A: T14/r ENGINEE RING ENGINEERING EXPRESS PRODUCT EVALUATION REPORT September 15, 2020 Application Number, 17069.E - R2 EX Project Number: 2031543 Product Manufacturer, AO American Shutters and Glass Manufacturer Address: 1640 Donne Road West Palm Beach. FL 33409 Product Name 8 Description: 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (FWdda Building Commission) Rule Chapter 61G203.005, F.AC., for statewide acceptance per Method 1(d)_ The product rioted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Seventh Edition 20 and ls for the intended at least uNalerd to that required the Code. i2D ) purpose eq rely by Re-etreluation of this productshall be required followin9 pertinent Florida Building Code modifications or revisions, Substantiating Data: PRODUCT EVALUATION DOCUMENTS EX drawing #120-31543 WW "24ga Galvanized Steel Storm Panels (HVHZ 6 Non-H, sheets prepared by Engineering Express, signed dsealed by Berm ido PE, Is an IntegralPart of this , Evaluation Report- . TEST REPORTS. Uniform sta0DStructural performance has been tested in accordanoe, With TAS 202 test standards per best report(a) #BT-ASG-17-001 by Slackwater Testing, Inc. Large misefle impact resistance and cyclic loading performance has been tested in accordance with TAS 201 and TAS 203 test standards per test raport(s) #BT-ASG-17-001 by Blackwater Testing, Inc. . STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product teased on comparative and/or rational analysis to qua ft the following design criteria: I. Maximum Allowable Spans 2, Minimum Allowable Spam 3. Minimum Glass Separation 4. Anchor Spacing 160 SW 121" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 3aF54-0660 1(866) 396.9999 TEAM.p ENGf NEEERINGEXPRESS.COM ENGINEERINGEXPRESS:LOM rT�o ST PANEL0 TO BE INSTALLED AT EACH OPENING SHAD. ALWAYS BE OVIDED WJJREARHANDLE TO FAOIIJTATE lNSTAtLATTON iF INTENDED BE 1NS7ALLED FROM INSIDE OF STRUCTURE. (1), 0.: E-Z HANG STORM PANEL SYSTEM CONS15NNG OF PANEL 4• Cont. TRACKS TOP & BOTTOM, (2), END PANELS SHALL. AiWV 8E CONNECTED TO BOTTOM TWK OTHERWISE A STOP BAR (IaHAiL BE PROVIDED AT TOP OF SUCH PAN", (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SHALL CONSIST OF IIIVI-20x3/4- M.S. W/ 7/8"bu,:/32" WING NUT OR 1/4`0-V4- Mart, THUMBSCREW INTO TAPPED BOTTOM TRACK. LOCATION OF FASTENERS MAY BE AT EITHER OF TWO EXTERIOR FIAT FLANGES OF END PANEL., (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i,e. A STOP BAR IS ONLY USED AT TEIP) AT LEAST TWO PANELS SHALL HE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE 131 ABOVE, IN SUCH CASE, CONNECTION dF PANELS TO BOTTOM TTPA03R MAY OCCUR AT ANY PANEL L430ATTON. 'I` INSTALLATIONS ONLY VALID TOR WWO SPEED UP TO 170 m.p.h. 90WENGINEERING Page 2 of 2 All American Shutters and Glass - 24ga Galvanized Steed Storm Panels No 33% increase in allowable sbess has been used in the dent ri of this product. Separation from glazing Is not required for installations outside of wind zone 4 and essential facilities. Impact Resistance: Large Impact Resistance has bean demonshated as evidenced in previously load test retc rt(s), and is accounted for in the engineering design of this product. Wind toad Resistance This product has been designed to resist Wind loads as indicated in the span schedule(s) on the respective Product Evaluation Document O.e, engineering drawing), installation This product shall be Installed in strict compliance with its respective Product Evaluation Document engineering drawing), along With all components noted therein, Product components shall be of they material specified in that products respective Product Evaluation DocumentP e. engineering dravl ra)- Limitations & Conditions of Use: Use of this- product shall be in strict accordance the respective Product Evaluation I�u ent .e. with e um � Decoy9 engineering drawing) as noted herein. AN supporting host structures she# be designed to resist all superimposed loads and shall be of a material Uteri in this product's respective anchor schedule, Host structure condifions which are not accounted for pr pediva t In this product's respective anchor schedule shall be designed for on a efte-specific basis by a registered professional engineer. All components which are permanently Installed shall be protected against corrosion, contamination, and other such damage at all times. This product has been designed for use within and outside the. High Velocity Hurricane Zone (HVHZ). Respectfillly, Frank Bernardo, PE ENGINEERING EXPRESSO #PE0046549 I Cert. Auth. 9895 160 SW 121N AVENUE SUITE 106 DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAM O ENGINEERINGEXPRESS. COM ENGIN66RINGEXPRES$.COM rNA - NANII%J, Pr sP-nwsin CA,+'Inn:: "ax,oc a Y X-la 1_ 0 1 .k r4Hria r. TYP o- kro a LN,µC I, -RED M EtEH\ >4w t3. CDSt TYPF 'll y """ef••. -lY EN tJ S:- : 4'Klr.,irft9l Cv Y .IX: r "• E r x I II L d. 4".IJ.•n. : T- IHJ,I:LL lyl. Ytal J51 .. . rr :.- ° r NL 1_ H: '. R Q�• i4.4A R::CC vl !. Z m L I, -n N H r rr F - N .4 _9Dt - I U L .Fi,.W • y T W - HI...Y. W �u Y s D 2I" 15, 1. DO Z'N f nIYA AL N -BUIIDW r Get-Y LD - - NOUNTUXTIrfL EXrRusroNs V YN xw^ .L .cF - G4ea: Gi n'6 x. :art, r r riaF?k.l Nr-la,^IIf. H CIILING/fLOOR MOUNT SCRRNi C.-0.S 'DL Cb �•' �MCIIDF LT,I.JVLL L.... F% _ 7G :�•.. u-. ,, J> �,: . � T?fLYl tnl ' III I., 1'„ n ,•. VY _ � _,LL,:'1 S'; v^i.-.r,:rlrn, Taxrr am. ca ccavTrPe Y �..r "'P. �(1 .M w.l 1, Mt:4'N: •:1^- qv '•v�;Z >II L::I UI:L _ ; IJ,;TNa�W�4u'I(4" rlv ..tit IVJ'.. '1L4. xi W LL D RE-CTIDH 'h. F'�L A M 4FM 4F i.;.HPf.IJPP:',R d'•, _ [n r , Apr V ._ Jl EFTS 41. s .- L_ &'n.. IJ. A WI o l V l P T'F"lRlk A:i.'n. w 6r 7IWl i IGr _[ Y E^.0 fTL v r-yFly •tt mwrcn<al a * Fy 'rt-K- at' _ICP,'i Ivl'L vVum. S rD AtNM .'H'r FfA?ii qC F w ov-vy ;s itFlNkL E rr nr,a g Z,r -i CL'B a F-1�4.�; r•:.Hrl ':.T �TJI �C,nrix4�Dd+. -- s.w t•w ,r iPuu[ra n% .-J n.a rx:T rs' - J - II_ aFNJ.: p M:fl k DP i�Tfv q fl it C s ` PHa£•CFECLIE - H Frt U :+Y• 0' I'. UI.SE:3C rlrl " k'at. 1F . aurRlaa RAM[ FE UR R- F r. Tn„ 20-31543 F •.r. Irr..l r n.uT C +v rqa - Y xyy 1 �Jo. 1 M N M'F C U OPnOIJA1 TOP180T(DN-CLOSURE DETAIL t„ E S , �D •CA..s - <�rr,. rZew�E pa9 :cl-eD. r -wa L4 � c'i�aNe-i- Y•m. x' . Hce.. yy�� - 1::, i:4 H h [. II INfij IC1(aR rmRIN, F'[:I WIN i ..•�.l "T {f, I � 'Y'URE �'r'INM:NfNIRH:i HU1JNI.NH-110N `vl wR,[)✓{I 1vl' INEAUAIION WAILS EQR NT9 POURED CONCRETE, CON!QREIE SERIES 2000 E-Z HANG BLOCK AND WQQD STORM eANEL STRUCTURES it Po t I CONCRETE a 0CK ` ANCHOR O� fY Q(L REQUIRED. =1"•" " `^•' 4 14x1' HEAD TAPGDN Ar NDR O 12` D.C.-'` ANCHOR 114X1' NEx HEAD TEK 0..}/4` FROM WOOD REDIRF O HEX TM { o,,ij4" FROM EDGE OF �1,p j [ EDGE Of (T,j j E.D. t,4ia"aWak• y sa eDLrs w tl� ea .-_ �.._ 1 i 'a.5, aOLT9 w R a•Z' I e+t kl1' au PER PN+B. ., ,... N....._. _,_ . � ,..._.,,• -,�2. WIN. I __�A GLASS, .... IT Man. 116Y! 6l.ASS. M j GlASS�r W.I. POP i RNE7' GLhSS'il TY3 M POP' ; 1aA+E7 11 ' I I I I i. i klav-amk• WAX, WAX, MAX N I MAX° kN'sa-sas' _ 4a PANE, LENGTH ; PANEL LENGTHo 11 Lan, n MNL -'•- I tHU&985 RFIP or,V N TO B 204- tI Yi1ttM CRE'N" j j VMS/1 i i E0. 1w�,L 2 7 1 j2 I pp It 1 4'4 TAPLON ANCHOR tj4`P TAPCON _ ANCHOR O 12" D.L. EXISTING POURED CREPE OR , 1 ( 2"a4' WOOD 1 �'`• 111 i PLATE CONCRETE BLOCK ' k REQUIRED i •-'. REQUIRED. Y WALL MOUNTING SECTION EZI SCALE 3/8-1' WALL MOUNTING CAM EZ1W SCALE 3/8-1" MF4uFnrrNFWA DEN, - MiN. PANEL LENGTH SHALT. BE 2'-B' c""•."� `,: a J E. 44 � a . dr - * FUSRIDA BUILDING. CODE Non Nth VeNclty RurTicone W= loam Hc. 24 GAGE Okt-YANIZED STEEL STORY PANEL Zone FA oNUNt ors 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING +/- 40.0 p.a.f. AND 6'-0• MAx PANEL LENGTH- _ *.., _ $ d . STATE }S3 . F �ii �. IL E C 4 tNc. GLOBAL PROTECTWN PRODUCTS, LLC. �°17R4a0 4ffi1D zal n STREET NK, 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ,?,p R10 Tt Ate& �A Ft. mu 20-175 MEMBERS TO BE SOUTHERN PINE No ?, Wf SPECIFIC DENSITY OF 0.55 OR EQUAL, y y, {• F,C1 �'•` syr Nf M.,. , 1JrN) m mkt . N.: {101 m-,An F10AE: t96t)8aa-rbaa, FM (s5gae9-aPST Pi4. - +r. H.rr rN apF,. arcs.,- 01a o Ai}YARdITUAE/aAkE NREr 14 W ,a �PENDDXg6 A9�R� � � rn9u 19 •, � ,� ALL AMERICAN SHUTTERS AND GLASS MAXIMUM ALLOWABLE { Ix. nit rflw t DESIGN PRESSURES: 24ga GALVANIZED STEEL STORM 'PANELS (HVHZ & NON-HVHZ D4• AS NOTED IN DESIGN DESIGN NOTES: I 5TE)uLEs { A WIDTH UNLIMITED POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE W[7H THISSYBTEM SHALL BE DETERMINED PER {DENT,: TO PANEL SPAN? SEPARATE NGSNEERING IN ACC RDANCE WITH THE GOYERNIN :CODE. PREBSUr�E�RE IREMEMS U NT CO N DETERMINE IN CCORDANCE AMIASCE 7AND.CHAFTER =r1 TOP MOUNT C N T R. 2 , 160E U THE FLIOAE P BUILDING COD SHALL BE LESS THAN - TYPE D �9s UE REQ .) SECTIONS OR EUAL 7O THEPb6fTNE'O0. NEGATIVEDESIGN } - Q OPTIONAL H W20 A5 STITCH PRESSURE AS SHOW VALUES LISTED HEREIN FOR ANY ! BQ Bg BOLTS WIit1.WA5MERED ASSEMBLY AS SHOWN - � •�y .e m WINGNUTS FASTENED OVERLAPS O MIDSPAN(USE GENERAL NOTES;- q APPROPRIATE SPAN TABLE) $ - r. W R 1. RDA CE WITH ATIO AR9 DESIGNED AND: L LDING ATED IN v � N H END ED SHELL. a R[C W O. D ACCORDANCE ION THE REBAQR USP 1 NTS OF ND FLORIDA EUI HU CODE 1i - b W PLAN vlEyy SEVENTH EDITION (202f) FOR USE INSIDE AND OUTSIDE OF THE HVHZ; PER b C x IYi TA5 201, 202 AND iD# Si PROTOCOLS. DDPITRAC70R SHALL INVESTIGATE AND CONFORM TD ALL LOCAL BUILDWG CODE AMENOMENT5V(HICH MAY 2 <'d` aI • APPLY DESIGN CRl'rER1A RO'156 DEVOID"AS STATED HEREIN NAY. REQUIRE. BI Z z t, ADp NONALSTFE- 14ECIFLD SEALED, ENGINEERING. W ii m $ D 03-I12A5IIJGREASEIN ALLOWABLE:STRESS HAS BEEN USED IN THE L _ DESIGNO FTHI66Y$TEM. ' " 3 THE ARCHITECTjENraINEER OFRECORDDESIGN PDR THE PROJECT h \ BVPERSTRUCTt1REWITH W HICH TN[S DESIGN IS USED SHALL BE REyPONSIeLE �' FOR THE INTEGRIYDFALLSUPPM71110SURFACES TOTH, ESIGIJ WHICH Q / 6NALL BE COD RDINATED BYTHE PERMITTING CONTRACTOR, / 1 4 seRAPA7E'sITE•5PE'CIFiC sPALEO eNGlnee8tNG5HALtse RequmeP In Z m ] N ORDER Ttl DEVIATE FRON LOADS5,, DEFLECT10N5, OA SPANS GONTA'lNED 41 a BOTTOM MOUNT -I HEREIN. CONTACTTHIS E1141-1EER FOR ALTERNATE SPAN CALCUtA7IDN9 AS r,{ • (COIN TYPE AS I MAY BE REOULREO. t/1 �N m li: a 5. a T F v D y TH 8 STEM DEFAILED eRE3N IS GCrICRIC A D OOES.WO RD I E a D) R0.391" INFORMATION FOR A SPEOtFIG 62Te. FOR SITE COh DIT1ON6 DIFFERENT FROM 0,375" THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEERNR RBGISTERED � A BE - CHITECT SHALL PR A E SP CIFIC DOCUMENTS F USEI MAY TOP* .' AR EP.R TITS. E VM TS OR N -�. r CO UUNCTI314 ` T 6: DOCUM Nr. & t1TH HI E BOTTOM �. n 6. DESIGN. PRESSURES NDTED:HEREIN ARE BASED ON MAXIMUM TESTED 8 Y TYPICAL VERTICAL MOUNT ELEVATION PRE96VRE6D[V1DE0 BYA3;55AFOR FACTOR. N 7 ALL FASTEN ppppG TO BE OR C�NEATER SAEGRA 5:UNLESS NOTED N.7.5. ELEVATION C RWISE;FA5-WERS SHK BE<AtIN UM•.PLATFPpA OTHERWISE 1 ppyyLL ]] CORROSION -RESISTANT MATERIAL AN.D9HALL COh1PLY WISH' $PEGIFICATIDN6. r FOR ALUMn1UM STRUCTURES". SECTION I,3 BY THE ALUMINUH ASSOCIATION. INC, &ANY gPPLI%1ILE FEDERAL, STATE, ANDJOR LOCAL CODES. TOP MOUNT 8. ALLSTORrq PANELSSMALL8E 24GA STEEL [.0.024", - (CONN TYP Lend% 9. STORM PANELS SHALL CONFORM TD A5TM M STRUCTURAL QUALTIY (SPAN ABOVE Erw GHD GALVANIZED COATUM ITH A MINIMUM FY=98,1 K6I. W AS REQO) 10. AULALUMINUM EXTRVS10N6:SHALL 8E6063-T6 ALU MINUM ALLOY, ' -r- -DESTRUCTION) UNLESS NOTED OrHERWISE- 31 TOP & BOTTOM DETAILS SHOWN MAY pre INTeRCHAIJGED PS FIeLO BOTTOM NO DITIDNS DICTATE PANELS MAY 11 MOUNTED VERTICALLY OR J AUNT HORIZONTALLY AS APPLICABLE J 12 CONCRETE ANCHORS NOTED HEREIN SHALL BE EMeEDDEDTo Q, j (CONN TYPE OIL$ PER AS REQ`B) MANUFACTURERS RECOMMENDATIONS. G. [¢'f 33, THE CONTRRC70RI3'.RESPONSIBLE TO SN6UTATEDRPRO7ECT ALL +ep x,�. a2 MEMaEpS:FROM D7$6IMfiJLRMAT RIALSTOPREVENT ELECTROLYSIS... ��3L nit IJi �. --OBSTRUCTION 14� EtJGINEER SEAL AFFI%Ep HE�E TOYAL}DATES STRUCTURAL DESIGN AS - L Eg D SHpWN ON LY..USE DF TNISSREC[ECATION 6Y C/JN7RACTOR: eL: aL z ppP KD� (LOCATION MAY VARY) INDEMNIFICS-& EAVES HARMLLSE.THIS.ENGINEER FOR ALL GOSTE DAr-0AGES g vi.iw INCLUDING LEGAL FEESB APRELL4TE FEES RESV L71NG F0.Li•M MS EYON TOP MOUNT FABRiCATIbN, SYSTEM ERECTION, NLOIJSTRVCTIbN PPALTICEF BEYOND THAT Q 1YHICH LS CALL@ FOR 8Y LfX0.1" STATE, 6 FEDERAL CODE5:8 FROM O (COIN TYPE Devlgnon5 oFTHIs Pun. Fg _ 15 EXCEPT AS EXPRESSLY PRO DEDHntEIN HD ADO. rAL AS REQ'DT LERTIFICRlTONS OR ADOI TTON ONS ARE INTENDED. fraR I ARALT%M177S,ADDIRDNS. OR OTKxF MgRICIHC6 iO THIS DOCUMENT a 1L E NOT PANELS S ALL AND R' LIDATE TM15 CERTIFICATION.. R J LmaX p] PANElS SHALL BE PERNAN ENTLY LABELEDWITH A MINWUM:OF(1)LABEL LI =Ey E BOTTOM MOUNT (CONN ER EVERY2:D FEET CONTAININGTHE FOLLOI'GNGINFORMATION: 6 TYPE AS RE (SPAN BFlOW Q OBSTRUCTION ALLAMERI[AN SHUTTERS A1J D GLASS W B 201, N BEACH, FL '� i PANELS MAYBE NOTCHED A5 REQUIRED, OPTTONALXa 20 S7fTCH 7A52DA TAS UC API9 VA PROVIDED THAT CONNECTIDNSAND BOLTS WITH WASiERED +t FLORIDA PRODUCT ARPROVAL NUMBER CW/IFIWrfltWN.1EYNNDDFE ANCHORS ARE USED IN ICH SATISFY WING NUTS FASTENED O 2(3-35543 I' SPANS ABOVE & BELOW 4BSIRUCTION, OVERLAPS 0 MSDSPAN (USE APPROPRIATE SPAN TABLE) VISIT ECALCI0/31643 $rrEl VERTICAL MOUNT ELEVATION R3 RLI T .3 „_.,I 2 NOTCHED PANELS)Xl •: I P WaT e•YLNEBiNOE%PR®B CDPBBTORE � �T 1 N.TS, ELEVATION FM"AWITIewgL ALAI ,npDRraa�FDuaPs �ILJII ALLOWABLE & PANEL PAN N S GLASS SCHEDULE: SEPARATIONC EDUCE• 24 GAU GE PANELS MINIAUM STORM PANEL SEPARATION FROM GLASS CHma. WR40 ZONE 4 & ESSENTIAL FACILITIES) MAXIMUM E DESIGN AUAW ROLE INSTALIATNONStEiS INSTAWNSTIOGREATER PRESSU E R iPAN ILrnac) THAN 30' ABOVE GRADE THAN 3tl' A90Vf GRACE iPSFi i%-3D 130.0 I n 6A6In 6 " 2.i rn .... 1 a, 1$ O II-_ 6A6 Ln_ alb to IaD 130.01. _ 6.06I N - v 2.16 in 4 -45 fL�1 1300 in 6.O6dn 2.I6 Jn 50 / i 1 18D 0 n i 6.68 Lrt 216In 55 t •os.6rn 6ABIn eosin 93.2 In 6 09 in f 2.53 to 5 59.0 in 6.11 in -, 2.7a In + -7D 1 36.41n 6121n in 2.9D 4/-72 27.0Ifl 633 in 198 in 51''AIV SC.t t:UU C fit L U I t5, I. &MR SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD & PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2- "PANEL FASTENERS ARE STUDS USED IN CONJUNCTION WITH MOUNTING UNCK, AL{. EMUSIONS S' ("F"-TRACK, STUDDED ANGLE, ETC.), USE 6.25' O,C. PANEL FASTENER SPACING TABLE VALUES FOR ALL'H"- AND "U"-HEADERS (INCLUDING BUILD OUT CONDITIONS), B- LINEAR INTERPptAT10N BETWEEN LOADS t5 ACCEPIMF- OTHERWISE USE NEXT MTGHER LOAD. MINIMUM ALLOWABLE SPAN SCHEDULE UMMMMMUM8PER R �tG11CiMlE�t�I��lr3,a11[71�Gf ti �113�1 1NN1M_L%NE =WW�L� • s�r��olt�so�c:��is�il�o �IDEr31 tt'.,1"'ii I�i�E��tCIN7F�i®QWIrE� • a�qT c©�f,t��YVL-t0t•�®�Ot®��r.�-y�VC��TT'�J0�®L!�^�J�1� lliT�i3�lE�la��©i.afCi��f^"IO .... . _ t=Ei/'?^37iF�itQlt�Ii�F:ri�itl'ESt�iF�tt.�.'7i �t0! C noNApr TWOR a}TTDHia, PA,4 LEwGmA6LESS THAN T"D SENOTED TABUN. all rDv- ARE NOT ACCEPTABLE Z. NO ECTIVEOUSEPARATION a OO BINA' R REQUIRED WHEN PANEL lF.N6kka W GREATER THAN THAT 110fE0 FOR A I WINE COSUrr11r1GQUTA $04ALWILSON . ]. SIDE 0.1/ ILM RE /RED FOR ALLTIONSWn MOUNTS IN SEPARATION N FRO, QAS!I 6/ L 0. 6 NOT usED WITH eu1L000TFo NnP;scr»'m[T[aNs. REcmnED'6EFauna+FRrnn ti,Ass srwuW�DEraiTr 4. WR APMIE6 O 6. ]] lM \vRHWT 6TIT[H �LT5 AND PNNBLS i BUTH WnH FANEL F4 rwTm } 249E , F RS tzs"oR 6. D. ASTENE O i5" i 4 PANfti HAY SPAN 36• H3NlN1M NG 1 !>F THE DNAI. BD'R U63 ONE ( OPTI TDF DR DH CLOSURES PER OF£NSrIG IFeI PECNL `Kj. UEI0.'6ANT AtbUMnNG CDNDmIX4 SHDWTt tit TNSEDagWUKS. F( 1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO RETI INS } MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO 6E PROTEC7'�i. t 2, SCHEDULE IS REWIRED FOR USE WITH POSITIVE LOADS ONLY, } INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER (carat Tmelmmos LOAD. REQ'Di 3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE Of ESSENTIAL FACILITIES IN AGIN WIND N IT H3. THE GLASS PAR ZONES THROUGH SSE SEPARATION SCH151ULE IS NOT REC'Util AND NO MINIMUM SEPARATION FROM THE PROTECTED LNG a5 R RED. 1 O OPTIONAL INTERIOR FASTENING DETAIL I OQNAL EGRESS PANEL DETAIL INOR FASTENING �2:250 d' 1.2.250"� 0.094" JI-- 2,111.D.060" _T- 7 a/N zu slDUX "Ae-`': 2 250" 0.044„--009.4",L25° 0.750" S•,09V in all o.` SO 094" 0.125 o a A GA $ -:.3 0.094" ,.0[641 �- 'L .32D" D94 �' TYP .. '.. ,t fn .i n ^ .DS2" - q t.43O' 1 830 "� �1. ( R .D75 ' 0 125e a1. 0.06 .asx° 1 °z oio" -! z.00D" I- -.I x oDQ" I- TYP. 2.000 I cow u.�. a$L.121" 1•t80" y� 'H' HEADFA ;,.9UILD-OUT 'tf' HEADER { .Td-PAIL Cl05URE 195 N/OLE r filL'' i�Q� S l'T '�.0 HEADER _ 'C9 '.+l L. t.. s1 I I 3.384" MAX. sic j�• 0.36,5"-{ 31 D376" 045Z D 376°-•{ j•� 0.01 �55" 0.350" 1.D07" . L' 3 L". (.� I 0,174 •t6S55" D:19D.655 0.190`^$fi .686" 41IL' 12.5D0" PANEL COVERAGE i- � j p 14:975 PANEL LENGTH .545" 0.5 4�{ �� [e�D.-DIRECTION 0.09. 0TYR 1 Tr��- :.315', 07t0" R 5 '. O.i05' -�'215" TYP. IMP.. ,. 0.700" , i, P. O „ 0.957°. BUILD-IXIT A TRACK p IR�p� p N HERED'•rNCN1T co t� e " � - R ,✓--- AMA LL l.1 NEYXCLE MASHER KAr nt _ OF RE ERSED 794CK AL L..Ar• + ini @"f" O LE fEXTENDEDI k 1ODO' � -_ OVERLAP 25" MAX. 4" MAX. A CORNERCLOSUM DETAIL. { 0.18B'f a- rrre ' MAX, ... k %r.�--.,XI,X•T -0. N.111.BUILD-OUT ' II MUllwl 1DwlerlrLn I xn I DISTANCE- E S.ODD" ::cal„'. OVERLAP ' 'vlllp l L 3MAX. }. MAX. P J L.sL -.4'MAX. I LSOD" MIN. s Je ` je'LDDIu+ER CLnsuAE DErglt tPsl.-r .n>A; s� rr EMBED ' IPn� D TFAPNWNT CLOSURE DETAIL n ^i v 11 T,y. Y:1'i a' O.D9D MIN. ZQ Qom � d � allN a1 a w. I,ml Hrr:IJ; r. � qya y [ 1TrrrL > .25'MAW, Y Yi H il•H LU rzr 't +r qJ s;r-I T-F R.n iwr �x 1.ODD" J U i L EMBED 4 J`I a�. �.axln lnnHl Nm, Hr Drinn MIN. API ulci,Hmyali t�n (nns ANCHOR SPACING SCHEDULE: 4 24 GAUGE PANELS; PANEL FASTENERS O 12.5" D.C. " p N ' n b f f - 's.� t^ W t1qqJ1 ? MIMMMMMENN _ R QW m I r' N :Y i - w Q' OW W = MO t.MOM Z r JEIM d 4 it ANCHpR NOTES: Jf7t�.n z[s:. 11SCHEDULE 1 ANCHOR APPlSEST 'ALL' DUCT 'HE N PRO f,T} D SHEREIN, BUT PROUIDE5 NAXIt4UM ALIAWA6LE'.ANG 5 A N MUM LL HOR P Q G MAXI A OWABLE 5PA145 AND PRE55UREG INDICATED IN SPAN SCHEDULE SHALL APPLY. G In a Z a 2 Er,'TER: SCHEDULE BASEDOP]PANEL _ ANCHOR FASTENER SPACING, THE EXISTING BTRUCNRE MATERIAL; a:ANCtgIXt TYPE. SELECT DESIGNLOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN qa LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO. SHUTTER. SPAN.SELECr W O CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDLTICXJ (SEE MOUNTING. DETAILS ON tt ': SHEET 2FOP IDENTIFICATION OF .NNE•CTION TYPE). 'PANEL � E 3 FASTENERS" ARE STUDS USED IN CONIUNMON WITH ALL MOUNTING EXTRUSIONS ("F"-TRACK,.STUDDED ANGLE, ETC,) L15E.6 25' O.C. PANEL FAS7ENERSPRCING TABLE VALUES FOR J J ALL `H - D "U -HEADERS IN'CLUDIN L UT CONDITIONS). AN G Bllt DO 9 ANCHORS SHALL BE W57ALLEDIN ACCORDANCE WITH MAUFACTURERS' RECOMMENDATIONS. 5 HOLLO9 BLOCK HO5T STRUCTURE SMALL CONFORM TO A5TM Cep BLOCK. 6. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE 'sT 7 MUCMUM EMBEDMENT AND EDGE DISTANCE EXGLll DES STUCCO, FOAM BRICK, AND OTHER WALL . f FINISHES. WALL FINISHES SHALL BE LIMITED TO 1' 4" MAX.OR SHALL BE VERIFIED BY OTHERS TO a� ADEQUATELY TRANSFER LOADS TO HOST: STRUCTURE. QUA 6, CONCRETE ORS NOTED SHALL BEDDED H . SHA EMBEDDED i0 WN-CRACKED CONCRETE ONLY. F 9, 'WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY, FIELD IS WO- VERIFY THATFASTENERS ARE INTORDE UATE WOOD FRAMING MEMBERS,D. NOT PLYWOO FASTEN WG a s! 8119. 1 f q h TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. E 10 WHERE ANCHORS FASTEN TO NARROW STUD FASTENER NAOOD F FRAMING, F TENS SHALL BE LOCATEDIN p ep fi1Mffi�N11W19 _ NOMINAL 2" % 4"(MIN.) WOOD STUD (rE" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING). FRAMING), WOOD STUD SHALL .BE'SOUTHERN PINE'G•0,55 OR GREATER DENSITY, LAG SCREW L, SHALL HAVE PHI LLIPS PAN HEAD OR HEX HEAD, - 11REMOVABLE ANCHORS ARE: DEWALT PANELMATE, ALL -POINTS, SOLID-SE-T & BRASS BUSHING. Pi THREADSINTOBASE 12 MACHINE SCREWS SHALL HAVE 1 2"'MINIMUM HL R fENGAGEMENT OF WAFER ANCHOR AND MAY HAVEEFTHER A PAN HEAb, TRUSS HEAD, DR WAFER HEAD (SmEWALK BOLT) U. NO. IDPYIV'1MPMINENNiRWPC 20-31,543 13 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCWDES STUCCO OROTHER I'iALLFINISHES. 14 t® DESIGNATES ANCHOR CONDITIONS VdHICH ARE NOT ACCEPTABLE 415E5, - 2 iS � DIRECT MOUNTING CONDITIONS. 16. LINEAR -INTERPOLATION IS NOT PERMITTED'FOR USE WITH THE AN04OR SCHEDULES L157ED ON ,i THIS SHEET. - s E� 4{ �• �yy��,,, 'Fair• 1,a•�, �®a�Ba®EsL.�E1Y° tlIIsaan� • a � / , ruu Y / / 3 4' t�GC DISTANCE rr ,i S MLK aE8IGN 4MCN0R. PR Ull Ass e TYPE PSP HPAw LIP ,O ,'-n' senor maul-i• Nrnr un, i 9 ON"TYPO. C1 C2. � C4 COIN TYP'! C1 C2 C3 C4. P COIN TYPE C1 C2 C3 C4. k . s^ EMBED i/ 33 I u;'sf;RFtiY 41 48 - 52 T2 12 9 6.0' 7 160. 109" Ia. 5" 16 0 14" 1" ,0 5 12;5" f60 160" "b.7" iZ S MCI- i6.D e B 12;5" Ital. 13.011 it i 12 9' 6 4 " 1 0 1. 9 O.W. t25 ib0"16:0 75 1, a5' 6 i 0' 7 60 14"' 125' 76p ]47' 6,0" 125 L25 Y6 D'16:0 160 14.T 69 eD 12.5'160 12 S' 160 147' 60 14 60 T 125" ] 25' 1 1 H0 4T' 8,0" O x1q x13l2'CFIOm 33 V/OOD6DREW 41 46 52 72 125 160 16.0 101 12 S' 160 li 1" 70 125" S6D 10 s' 6�2' 12S Sb:'14,1 0 fli Y25"19 6 97' 56. 12 S' 160 9J 6.6" 12 5 LZS 12 5 16 0" 12,0 14,0" 11.1 9;6 7 D 64' b 12.5" 1Z:S'Sd 16 0 0' 9;6' S.6" x.d" 58' 12 5" 12.5' 12.5" 16,0 S. 5.6" 1E D" 9:6' S.6" 16.0. 6 0 9.6" 5.6" pp 3 1/4' 41-1)4'.[M DCD 33 YAP cRIV'0FA6' 4 3 �1. 4S' SZ r2 12 S' 16,0' 36.0 1Z;S" 16 0 I1,5" 12, 5" 9 " k2 s Ib 0' lAa 1 s" 2 xb a 9 " z 2: " S s 125 Yb,Di'51,4 125"160 S1" 12rY' 6. L2S L 25 i60" SOb ]60" 9: 1Z.5"360 1Z. S' 160 9L 9.1" 2• ' 7 D' x !r' EMBED /1 N 33 A I vtlkHl ti HNAtiN 91 t900D BUSNItIC 48 p,NRaN 52 H'RRNN 72 12S 160' &6 73 123" 156 6D' S1 12.5' 13B 5.3" 45" 12 S 6 0' .D 1 7 19 12 5" 1 2 5 9 e" 1 4 6 25" 12 S 54 9 1 5, b 0 625" 123 47" 40 625" 12.D AT' 40" ITS id 2' S.5 47 6T5' 123 d7' 47' T T 4T 625 12.3" 4.T 40 8.25'123 47" 4.0' 025" 123 4.7" 4.D" ^W C_ N W U Q Q O 0 L, CC5 N N N U 0 C d Cl c a) co 0 CD O Co .� W co� O Q, 2 0: Z Z W J W ,i tO i CL U CIO O OL - V � LU Z Z Z Q J EL SHEET NO. SH 1.5.