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36499 Well Hill Way
I I t — I t I t ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air ABV or Abv. Above FLR or Fir. Floor RAD or Rad. Radius AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAG or Rag. Return Air Grill ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU or A.H.U. Air Handler Unit FIR DR French Door REF or Ref. Refrigerator ALTorALT. Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Foot/ Feet REQD or Req'd. Required BF Bifold Door FTG or Ftg. Footing RM or Rm. Room BK SH or Bk Sh Bookshelf FXD GL Fixed Glass RND or Rnd. Round BILK or BILK. Block GALV or Galy. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor IRS, R/S, R/SH or R&S Rod and Shelf BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter SC Solid Core BOT or Bot. Bottom GT or G.T. Girder Truss SD or SO. 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 HC Hollow Core SHT Sheet CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower CIR or Cir. Circle HGT or Hgt. Height SL or S.L. Side Lights CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications CLG or Clg. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit HIS Hard Surface (flooring) SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SQ or Sq. Square COL or Col. Column INSUL or Insul. Insulation STO Storage COMM or Comm. Community INT or Int. Interior SW or S.W. Shear Wall COMP or Comp. Compressor K/WALL or K/Wall Kneewall SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar CONT or Cont. Continuous LAUN or Laun. Laundry TEMP or Temp. Tempered CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.O.B. Top of Block D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WDW or Trans. Transom Window DIED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical DIA or Dia. Diameter MGT Management (room) UC or u.c. Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir. Mirror UNO or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish ML or M.L. Microlam V or v. Valve (shower or tub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MW or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V.L. Versalam DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof / Exterior DW or D.W. Dishwasher OPNG or Opn'g. Opening W or w Washer EA or Ea. Each OPT or Opt. Optional W/ or w/ With ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation PED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR or WDW. HDR. Window Header EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXT or Ext. Exterior PLF Pounds per linear foot WC or W.I.C. Walk-in Closet FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WP Water Proof(ing) FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PW or P.W. Pre -wire FIN FLR or FF or Fin. Fir. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 PLAN REVISIONS DATE VERSION DESCRIPTION 08/23/12 1.00 NEW BASE PLAN 07/30/15 1.1 2015 NEW CODE UPDATE 05/09/18 2.0 FBC 2017 CODE UPDATES 12/19/20 3.0 FBC 2020 CODE UPDATES I = 17= INI 114 AIX 17111M INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS - FRONT & LEFT 2.2 EXTERIOR ELEVATIONS - REAR & RIGHT 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6.1 FLOOR FRAMING PLAN 6.2 ROOF FRAMING PLAN 7 LINTEL PLAN & DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6M DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 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. N 0 N N C. 0 L e � C V CV m x _LA_ rs W N N C 4 �I � �N�r � <v c Eo s c Z3 y S � 4.1 fJ LIU- ! C* G !� C_J r- �� N Z IX ` �V) To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W a,a E O � 8 O CV o V 0 = N r 00 8 5 ei rI) r n J N C)o �3 L'L oY 13 a =� LL w a-1Zm 0 Y WNNp 'd w �. LL W cn2pjm LO N Zo Z Q a do < 0 Z N O o G W < o Q _J_ v Vi v a-1 f6!u � .ij m -- O tom, U (p c W _ J J o °� C_ to Q 0 • Q dm 0 w M J Z � ¢ z z Q 1 p =o w~ zo z® ro) 0 o as a� ZFBI iz <ow N < o w� aa Z Zm No aw oQ Q ° w� ew m & � cr OI< U 0 C) > CO N 1_L O01 m m 0 00 m LO N rn O LO CN Q I 04 '_ t0 LO a� w M r v; Ln o Z m Z E r_ N N v a_ E U Q 00 � JOB NO: 23-06120 SCALE : AS NOTED SHEET NO. C S 1 I I I ---- 1 a BC Mill P-1i L11 I P-1i ILIIP_Iii� MI KITCHEN a MIRROR 0 o 0 M F iJ VARIES, CABINETS 2" LESS THAN BELOW T MIRROR VARIES Ir / >110 MEDICINE CABINET 00 v F O � LL LL OZ Z Q Q M N &, M rLITIF-11 KITCHEN O. BATH BATHROOM 2 INTERIOR DETAILS NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. CURTAIN HEAD ROD .^.- 24" TOWEL BAR TOWEL BAR IN ON WALL ABOVE TUB OR SHWR TOILET TOWEL BAR $ ON BATHROOM WALL 1 SHWR. o 0 VALVES TOILET ° SOAP PAPER ° DISH C I HOLDER 4 'v 4 oU 4 TUB FLR. BATHROOMS, SHOWERS AND TUBS 4 e DOUBLE RODS SINGLE ROD CLOSETS LAUNDRY 42" H UPPER CABINETS 36" H UPPER CABINETS 30" H UPPER 16" FOR LINEN CABINETS 12" FOR PANTRY OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE o O FINISHED CABINETS o COUNTER TOP 30" H BASE t0 o ro 4 CABINETS o co u- IN , r In a 1'-2" O O 2X M FRAMING b o 0 1/2" GYP v N V ? BOARD FIN FLa FIN. FLR. x SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/4" = V-0" 11-4"X1'-4" "L" SHAPE CMU COLUMN 00 (0 0 iV (V 60 O TYP. @ 2 STORY.SEE JJ/S6 @ STEMWALL _ LO Cl) O 0 10 v 1'-4"X1'4" "L" -% SHAPE CMU COLUMN 25`_n` 13'-0" 12'-0" 1' 4" 1 V-8" T-9" 8'-3" AC PAD HB O 35-SH ■ ■ ■ ■ - - - - - - - - ■ I - - - - - - - - - - - - - - I I LANAI NOOK- I ( 8'-0" FLAT CLG. AFF 8'-8" FLAT CLG`."_ I TILE o 12'-4" I E O ■ 0 8S D ■ ■ L■ ■ �A � I �I I ■ ■ II II II I �I I I• a o E1_ I O bN I Y I 3 R I O D FAMILY U5 HIV , -- ■ 8'-8" FLAT CLG. I �I o i ■ CARPET 2'-2" 2'411" ITCHE 8'-8" FLAT CLG. 246- TILE '-0 N c=n JL FLOOR G.T. LO -----am --- -- --- -- _ REF - XM ---- N c4m cc m--- 15 5'-71" 13 DINING (3) 2x4 #2 SPF 12 ■ STUDS w/ (3) 16d GG ■ 8'-8" FLAT CLG. NAILS @ BASE 11 CARPET oo S3 TYP 10 42" H 1/2 WALL 3-T 4'-24, 9 OR RAILING PER SPECS 8 FLOOR G.T. (3) 2x4 #2 SPF - 6 STUDS w/ (3) 16d ■ NAILS @ BASE �I P iN p c%> O L`1 2 3 4 5 ........... P\/`/D R 4068 ARCH co Y v GG (3) 2x4 #2 SPF 8'-8" FLAT CLG. �� .'gyp S3 W. STUDS w/ HTT16 TILE ■ AT BASE FOYER TP 00 • PE K _11- LAU N 8'-8" FLAT CLG. Q 8'-8" FLAT CLG. D. TILE S4 TILE o 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 sw H1 6'-4" 6,-71" 4' 0 7'-�1,I - W.H. T 0" 17'-10" n N EDGE OF SLAB 2" BUILDER TO -�--� - ■ BEYOND WALL p� PROVIDE APPLIANCE PROTECTION WHEN I00 NOTE: FINISHED WALLS REQUIRED PER FBC I I co TO BE FLUSH. FIELD I VERIFY. G.T. 8'-8" CLG. A.F.F. 1- -- ------ ---------------- __-_-__-_-__------- I I 8'-0" CLG. A.F.F. J 11 Zw ENTRY1 8'4' FLAT CLG. AlF F54 x 24'=_� I Q a ------ GARAGE (ATTIC ��� 1 p Q LA g____ 0 6 0? w c�v TYP. @ SINGLE j I j 1'4" 4'-4" STORY (SEE AS3 FOR A A/ S) s3- r - - I I I - - - - - - - - - - - I I I I I I I I K I I I I I TYP. @ S4 I I O GARAGE I I 16070 OVERHEAD DOOR 16'-0" 1'-8" 19'-4" 5'-8" 25'-0" EXTERIOR WALL W/2x4 WALL PAD OUT HANSON BOX @ 36" A.F.F. DRYER VTE /-PLUMBING LINE TO SECOND FLOOR WIRE SHELF @ +54" A.F.F. Lu Ir w w UJ 205 HUH � w O �,'�� 0? 0o 2 -4' HB 0 2 U I.-: 90 80 _ oI 00 HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2)-13/4" 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 OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 i -29.1 OF +26.6 / -33.5 �G SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRMESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 ' X 25 ' S.H. 13 20 X 38 g 18 1 X 37 a S.H. 14 20 X 501 181 X 50 S.H. 15 20 X 63 18 2 X 62 z S.H. 16 20X72 182'X71 S.H. 1H2 27 1/4 X 26 26 X 251 S.H. 1H3 271/4X383 26x373 S.H. 11-14 27 4 X 50 a 26 x 50 S.H. 11-15 274X63 26X621/2 S.H. 11-16 271 X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 X 25 1/2 S.H. 23 37 J X 38 a 36 X 37 3/4 S.H. 24 37 J X 505 36 ' X 50 S.H. 25 37 4 X 63 36 1 X 62 1/2 S.H. 26 37 J4 X 72 36 1 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54 X 26 52 2 X 2512 S.H. 33 54 X 38 52 2' X 37 a S.H. 34 54 X 50 52 'X 50 S.H. 35 54 X 63 52 2 X 62 S.H. 36 54 X 72 52 J X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 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. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. MASONRY HGT. @ 8'4" A.F.F. TYP. 2x FRAME WALL 11, BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/13-13 KRAFT FACED FIRST FLOOR PLAN - ELEV-A SCALE: Y4"=V-0" 0 N o > ,,, Z o :z- IL r-_ o N _z,r�ox yr N C LL 2 �o N -a CN N .0 o cc > o Y 3 E C2 a� � E o a .. Q 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. W ,T EE S N a 810 O N (a 0 J s� M ���� L w N rNi v w a a q c u_ zJ $cn�c oo Oy L_- OZ (6 V Q � L =U � _ (� coJ r ��c� CoLL W w Z mz¢�x aN Q 00 ❑❑❑ Z W � N M z � E3 z r� o �N 4-1 ra w n .� V 0 w s (n r- v c _ E _I U i m C N d Y • �Q 0 J Z Z LL E zo >ry E E 0 Wo O wa (6 � 0 q o I. O � ¢ a o O� z z � � F- z WO o ww � J c �o °�' 0 "d z m aw o Q� < Z' Q0 U W >� co > T o2LL dw m < ¢ K o v w <a �0 �o 0 c O > (� O N rn 00 CID Ll r r LO >+ Cr co T 4-1 4-1 -1 a� M O a) N L0 Q N cs7 N M L' M (\ 00 o z � vi LID z E r N m a E U � Q p JOB NO: 23-06120 SCALE : AS NOTED SHEET NO. 1.1 - 42" KNEE WALL WITH 1x8 CAP & CASING OR 36" RAILING y 36" H. CONT. .� � GRASPABLE RAILING / 3/4" PLYWOOD DECKING 16 15 - - - 14 - 13 PRE-ENG FLOOR 12 TRUSS � 11 lx TREAD (TYP.) 10 9 3/4" PLYWOOD 2x4 THRUST ;T�, J �8 1x RISERS (TYP.) 7 I 7 DECKING BLOCK / -' 2x6 LANDING 80 6 2x4 FRAMING STRINGERS 42" KNEE WALL WITH ,( ,� 5 1x8 CAP & CASING OR 'Y 4 3/4" PLYWOOD 36" RAILING 3 DECKING = c> 2x6 LANDING 2x4 THRUST 2 / M BLOCK 1 2x4 FRAMING %" TYP. STAIR SECTION STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 1/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches r provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. equired guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 niches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the reads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. nder-stair protection: inclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side ith 1/2-inch gypsum board. SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1, STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM OI LANDING FRAMINC (2) 2x HDR. REQ'D @ ENE LANDING FOF STRINGERS 1 CONNECT TC PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/LISP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1 /4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO._ SCALE: N.T.S. 9'-0" MAX LANDING LENGTH CONT. HANDRAIL RETURN TO WALL DETAIL B SCALE: NTS " 1. 16'-l" 1. li -8" L 19'-4" I 25'-0" I I I I I I I I I I I I I I I I I I i I I I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� REVISION NOTES 12/17/2009: 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE-FAB. BASE. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40' PRODUCT LINE - MIN. 48" x 64" 50' PRODUCT LINE - MIN. 48" x 76" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 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 OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 �E +26.6 / -29.1 OF +26.6 / -33.5 GO SEE SN SHEET OH SEE SN SHEET W140MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 182X252 S.H. 13 20X38g 181X37 S.H. 14 20 X 50 g 181 X 50 S.H. 15 20 X 63 18 2 X 621 S.H. 16 20X72 1821X712 S.H. 1 H2 27 1/4 X 26 26 X 25 2 S.H. 1 H3 27 1/4 X 38 3 26 x 37 3 S.H. 1 H4 27 4 X 50 26 x 50 S.H. 1115 274X63 26X621/2 S.H. 1H6 274X72 26X711/2 S.H. 22 37 4 X 26 36 2 X 25 1/2 S.H. 23 37 J X 38 36 2 X 37 3/4 S.H. 24 37 4 X 50 $ 36 'X 50 S.H. 25 37 a X 63 36 2 X 62 1/2 S.H. 26 37 a X 72 36 2 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 2 WIDE S.H. 32 54 X 26 52 2 X 25 2 S.H. 33 54 X 38 52 2 X 37 a S.H. 34 54 X 50 g 52 2 X 50 S.H. 35 54 X 63 52 2 X 621 S.H. 36 54 X 72 5212 X 71 2 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 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 112" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) SECOND FLOOR PLAN - ELEV-A. N W V Q n p m x N Z7 C14 z CU c W C d O Q C. 3 ` dCR N Q .L7 c � Q_ u ,: iiE IS;`ff i .b Lu +�. l Lb \ O J To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 9) W E 0 a t3 y o c o 'OD � OD a) N r N N O di Qj M V � Q M LL LL W D �� 13 Z 0 3 iEL Y - �M�� o0 ch ), m � CO Z Q J Z - LLW N d U z W ❑ ❑ V M 2 o � z Q � QU) N m v'l 0= LL T V � 0 W o N C�`N �N ra _ E r 0 .4 0 w Z LL- N C zo ao >� ¢� CI- E V 1 oa Y� ro g o o �ao� Z�ru � nJ N t u z p0 a z w cn ro c <o w0 o Z Z m 3 z o Q 65 aw W < r o �w << it r zla' a u 3 �O s = e � ui c� 00 C0 LO r = r LO >+ 07co T V J m LO O 00) CID OLO N Q � T a) M Ili o Z cc Z E r N CU �, E °�' a ci Q o JOB NO: 23-06120 SCALE : AS NOTED SHEET NO. 1.2 _iL L 1 I 1 RI I 't 1111111111711111 P' A I I I I I II1— — - I - -- — — -I - - IM._. 12 5 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 �5 _ - - _ -- - - - - --- --_ --- - _ T.O_P _ HDR L a R� EXTERIOR PLASTER DECO 1/2 33 SH SHUTTER FLASHING ON FRAME s r DETAIL , 5 12 25 SH 25 SH 5 2ND 1 ---------------------- --- T.O.M. @ GAR ---- - -- ------------------- CJ / WEEP r / ENTRY HDR. HGT. TEXTURED CEMENTITIOUS 1 � � � � a a � � � 1 i SCORED FINISH ON CMU U U STUCCO BANDS ElEl�El �� c SCORED STUCCO c BANDS E] 1 D E::] E] =El01 - <D CV N z7== ---1 _ �� -- -- FIN_FLR. 3068 16070 OVERHEAD DOOR FRONT ELEVATION — ELEV—A FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 — - -- T -- -- --- 12 -------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------ - - - -F- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- EXTERIOR p PLASTER ON FRAME �a�'�� tgdi fib.. 25SH - — — — — — — — — FLASHING — — — — — — — — — — — — — — — — — ------------------------------------- - - - - - - - - - - - - - - - CJ / WEEP TEXTURED CEMENTITIOUS FINISH ON CMU --- g. ------------------------------ 25 SH 35 SH I SCORED STUCCO BANDS SILL DETAIL SCALE: 3/4" = V-0" SCORED STUCCO BANDS HEAD DETAIL SCALE: 3/4" = V-0" SCORED STUCCr' BAND: DECO SHUTTER SCALE: 3/4" = 1'-0" --------------------T.O.P HDR. �— - -� 2ND F - - - ` ----_ _�_ - _T.O.M. - - - - - -1 - - -- - _T.O.M. @ GAR /ENTRY HDR. HGT., SCORED STUCCO BANDS --L-J----------------------1---FIN. FLR. LEFT ELEVATION — ELEV—A 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%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 CVI a 0 �UJ 2 � W O W. aCL � o CN m N Mo _ y-0o Q CD CN m x d a. w as E C d W 3 a u as � cu to G a _ e Q C� � '. �i�Y SiAIfFpA, 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. V) WIII E 00 c7 a s O N N m Y � c N n OC. Q J < LL w J LL w 55 w o —a a Y 0 Z L mS �iNN O ° JZZLLZOU i°a mW w O UQ W ❑ ❑ z N M o CID z Q 13 to z In � o (Dru �--+ V'3 LL, Q U L o 0) L n V � NV) L y co U � _ �i L U 0 IN s eo o C J > z LL EE z o > ry <M ca C) �LL wZ WCo ns j O U O � a4 0 UQ Z � w ww 5 2 � L �c ttm a 2 E° Z m _5J 0�_Z mm <� <w Zi W U:) ? T � o O p w LL 2 z � m & ' - o w << �o v zIaoIs 3 0 c 0 >co rn m 0 00 CID Ln f r LJO .-. Cr s U)LO N m _ o N Qi > am O LO N Q L T ai E M M T_ 7 00 L o Z CID Z N E T N `m c m E w cu U c a � Q p � JOB NO : 23-06120 SCALE : AS NOTED SHEET NO. 2.1 —___ I. r I I n1.11 1 If -I I 1 i _L' II 1'IN 11 —.L 80 T 00 80 0 60 EXTERIOR PLASTER ON FRAME 12 5� l u,„- l� (2) 25 SH FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 �5 ---------------------- --- HDR. HGT. �1a CJ 1/2 33 SH 00� . . . . . . t . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . t — — — 2ND FIN. FLR. ---- ---------------------------------T.O TEXTURED CEMENTITIOUS FINISH ON CMU CJ / WEEP 35 SH HDF —_ j--_ FIN. REAR ELEVATION - ELEV-A SCALE: 1/4" = 1'-0" 12 I o� FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS --------------------------------- HDR. CJ CJ EXTERIOR PLASTER ON ` FRAME - -{- -4' OFFRIDGE VENT1 -- -- - 25 SH 2ND FIN. FLR. ---_- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------ _ FLASHING T.O.M. ---- -_-;-=-----�--`_---� ---------------------------------- - - - - -- ------------------------------ ----- �T.O.M. -- - - _ �_ _ ---- — �- �'_��- CJ/WEEP GAR./ ENTRY HDR. HGT._ FIN. FLR. TEXTURED CEMENTITIOUS FINISH ON CMU RIGHT ELEVATION - ELEV-A SCALE: 1/4" = V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 N� Z J a � W O a� o .-� . 1 mcN 0 H a N s Q N CD � o Z 3 c, W . CU a CU m o N C:L -L7 �D Q 5- C t eZ lot: j �'Ma l i 14111``����\\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W 0 E lota 8 0 CR OC) N r Y YI N Q 0 M V 2 # LL N 5 J C J LL 52 W LL � a � Z 0 J _� a rm01 I -n _ o (a'� Z LiW ,�OjO' m J 2 N Z Q Z a OU W ❑ ❑ N M Q J N to M z_ca 4-1 cn w U O N w o c_ Y W J ~ — E - 8 V'`.. L V U o °� N 0 • sm 0 Jw J N< � Z � U_ m o zo r ry ao CL V oz LL W Z® o a C, F— �o Uo J C � ¢Q ao 0Z wz Z � � wg �J � <o `oLL ��Z Z Z<z F Zo � T > o a z N W W`C o m w o =< ;o a= 0 c O �r >(� rn m m c9 00 C0 LO T_ :3 T— L0 Q CL U) 0 N m _ LO O .� ch O 0) N LO LO E M M M L o Z Z E T v; N cu E U 15 c a � Q JOB NO: 23-06120 SCALE : AS NOTED SHEET NO. 2.2 L - I A- "A 11, 11 1 1 I -1 -- I r -- I -- 1 11 — — — — ---- - 111 ' ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/200A INDOOR PANEL CENTER #14 to lights 8 outlets NEMA 1 10 #12 to appliances and GFI 150 AMP/ 200 AMP 0 #10 to WH #8 to Range #6 to HVAC METER MAOIN 150=2/0 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND Disconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES. Typical 150-200 Amp Electrical Riser Diagram REV.03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTI LITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. 1.5" VTR Kitchen 44" AFF Bathroom 39" AFF II, Laundry Room 36" AFF Exterior Waterproof 12" AFF P Iq 3" VTR Garage - general purpose 44" AFF Range 2" AFF I 2. All trim plates and devices to be ganged, where possible. f 3. Electrical switches to be at 42" centerline above finished floor. / I I 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National I I Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & I I I I ';" VTR sizing of all electrical, wiring o, accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance With UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER FqT W.WEATHERPROOF DUPLEX OUTLET P. G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE Fa HI -HAT - TO BE SURFACE MOUNTED ON J-BOX �-o WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS P.C. TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) oe PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) a TELEVISION (OPTIONAL) TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN C� J a CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 3" PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER SWITCH FOR DISPOSAL /LIC GFII U X N GFI DW KITCHE DEDICATED RECEPTACLE FOR CROWAVE RANGE HOOD PER SPECS LANAI � G 1 ROUGH -IN FOR IOPT. CLG. FAN/ LIGHT PRE -WIRE WP A/C PAD GFI DISC. A — �F NOOK M / // SWITCH FOR DISPOSAL FAM I LY I PENDANT I ROUGH -IN FOR AS PER OPT. CLG. FAN/ SPECS I LIGHT PRE -WIRE M � G � I \ ` k FOYER / I DINING ' PENDANT AS PER SPECS 1 PWDR GFI I � UC 1 � o I G� I O _ J GFI /KITCHE REF CH T-4" ,-4" I I I I I 1 - — 0 _ I I I U TO LIGHTS AND SWITCH ABOVE W. F I I - — I GFI D. 42";L I'I'I'I'1'I'I'I'I'I'I'I'I TI'I'I't'I GFI @ 44" — GFI @ 44" A.F.F. A.F.F. W.H. \ J / Z Z O �a DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS CC C� w W 1- 0 LuZJ 0 m IrU= / I --------r--- `------- LL GARAGE 'ENTRY \ ' W DB & GFI TO I/ WP r� BE ALIGNED GFI — — — — — — — GARAGE \ 7� VERTICALLYI o LIGHT AS — I \ PER SPECS \ I \ I GARAGE t r - — — — — — — — — — — — — — - DO9P--------------- R \ I GFI I IRRIGATION I GFI @ 44" \ I I A.F.F. I I I I I I I � I I \ \ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — COACH LIGHTS COACH LIGHTS OR PREWIRE AS OR PREWIRE AS PER SPECS / PER SPECS SPEC 3 & 4 KITCHEN FIRST FLOOR ELECTRICAL PLAN — ELEV—A SCALE: Y4'=V-0" ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. I I I I I I I I I I I I ( I I L----------I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -J SECOND FLOOR ELECTRICAL PLAN ELEV—A N � o nn Z o uar i N C LZ c0 C Q � o � Gs Cam.. a� u a LnQ M fV 0 CV M 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. 0) W a E S N (08 r O N N m 0 a ALL a 0 Z o -ern Z o L @ R yoX :5'a mom W o -co a 0 W LL co oc)o Z O j� N U F=- Z o d ❑O❑ W Z N fh co g co Z N z o G ? N c., v�o LL 4-1 cn w � o � U 0 V) w j L N C) c w � ... E al U 0 U)00 t /<\ C o W M J nJ Z Z Z �o Z a Z O E l wZ G Z as F@ ru o p ¢ c o o Z Q0 a~O tt Z ww t wo o a� z �x m 0 ��aw Z Z m� J g < :;p Z z Q0, U Wo m �� Q =_ ac 3 a w V' OIQ U .N o >M Crn m 0 00 co U) T^ v J co L.n 0 T 6 00 M (\ o Z M � y L0 Z E T M a 0 ¢ o JOB NO: 23-06120 SCALE : AS NOTED SHEET NO. 3 l I I ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper i SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation required soffit ventilation vented soffit be provided by upper Ventilation Ventilation (See Elev) needed required needed ventilators Main 0.0 1.0 Floor 316 303 43 152 11 76 138.0 0.0 138.0 (Zone 1) Upper 10.0 1.0 Floor 1170 1123 160 562 40 281 288.0 (Zone 2) 150.0 138.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN — ELEV—A SCALE: %4'=V-0" N N w o 2 � W V i u Q CS CSm C V n., -t3 an N C Q N fp O Q Ol CO ti Q O d Q ram... OJ � � C 6f O rr.. G C u Q a 3 cc : a' CD C CL- - a, =° o 0 �1 • L., l:J Uzz To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. to W Q IT O N 0 O y N Go .0Go r � J Q 04 CD N M V W = J W W ca U_LL d � 0 z fo CU O W y Co N� O O C/5 cp ' m Z LL cc) N Z Q J N OU Z W ❑ ❑ V M z N O O O IS O Q 0- N N V) M 'z l 4 � V 0 W $ V) C N �(0 - d U J H - E m z� L = L m Q 22 o Sm ti 0 �w J � LL zo > ry Z o p E CJ o0 � z® c a (o F— (Q � 0 U O Z O CO < �Z F� wo o C/3 C �� <o 3 a oYZ n� o 0 Z J <w 8 ¢ o< z g° W �. > m <0 Z N F z v za ii °3 O = 0 i M ry LL 0 rn m 00 co LO T T Lln o n '^� o N m _ > N Q) 0) O LO O Q I CN T w cM ` iri Lfi o Z ca z � E T °1 M o a E a o JOB NO : 23-06120 SCALE : AS NOTED SHEET NO. 4 L I !. _ 1 a p p• V �. p, V ° °, V e• a ° v ; • o o= #5 CONTINUOUS REINF. SEE FND. FOR QUANTITY ' °' ' #5 X 25" X 25" CORNER . . °, " IV' 'e �' ° a ' e - " BAR ONE FOR EA. oo . e HORIZ. REBAR, TYP. v p p" ° v U.N.O. "Alternate: The reinf. bars shall be ° - ° ° - ° ° ° Cont. around corner by cold v v: v v v: v v v: °. v v: v v v: v v v: bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL 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 C/) 0_ CONTROL JOINT DETAIL } z 00 U)0 z 0 Oz FO wp J z q Z) z0 (n — a PA 31 c 1.,v_n,, 12'-01, 1 V-8" T-5" 5'-2" T-5" 2'-6" x 2'-6" x V-O" w/ (3) #5's E.W. TYP. @ L AC PAD PORCH S3 w 9 v I INDICATES FILLED C LL I 0 T ( w/3000 PSI CONC. GTOUT I I -? � �° FROM FTR. TO BEAM w/ (1) #5 T ( b I U I REBAR VERT. ABOV SLAB. ■ I I I F 0o 5'-10" 6'-10" 4" ( TYPICAL @ ALL PLA ES Eo SHOWN. HOOKED F1 G DOWELS w/ 17" EMB DMENT i I I q w/ 25" EXT. ABOVE S B. I I v I GRADE 40 STEEL I I _ C.J. — ■ ■ ■ ■ -- HVAC CHAIE E ■ (PROVIDE 3'-1" BASED ON 1 1/2" (RECESS FOR SGD M LOCATION (REFER TO MASONS ■ c', (SCOPE FOR WIDTH. ■ a Ilk E I C.J. F I II ■ 6 I T I TYP. @ I I TWO OP 3-8Ys" 3Y2" MIN. 3000psi CONC. 4'-1" STORY "' SLAB FOR HERNANDO I COUNTY ONLY. 3Y2' MIN U ■ I I 2500psi CONC. SLAB OVER 6 MIL VISQUEEN III ■ VAPOR BARRIER --/ . hOP I Id �j TYP GG I S3 — — _ C.J. — ■ III o CV 10 I I I I I III I III ■ N ■ � I I � L_ J I - 1'-0" I _ 7 -3 q 10 ■ PLUMBING GG I STACK C.J. _ S3 2'-6" x 2'-6" x _ T-O" (0 1'-0" w/ (3) STUB UP #5's E.W. I TO 2ND FLOOR -- ---- --- FOR A/C O I I I I I I I I I I 1 1 1 1 1 1 1 I — I K 31 /2" C � 0S3 w H N T S3 1 I Wz o ■ ■ ■ ■ 9" 17 9" 1 g O w I a -' w 1'-6" 3'-11" iv I PROVIDE 1/2" X 9 OO z 1 ¢ 0 > _ m ■ 1/2" RECESS FOR ¢ a IN 0? 00 I 4" FRONT DOOR 00 Q d IW TOP OF CONC./ PAVER TO >. 1 O I BE 4' BELOW FIN. FLR. �_ U W' co fj, M W — — I >W IN I I ■ I 2'-6" x 2-6„ x 1'-4" 4.-, b C.J. 1'-0" w/ (3) 0o I — — — — I v #5's E.W. L s3 I i o I TYP. @ ■ I I ■ ENTRY W I o I A TYP. @ SINGLE J ; STORY r (2) #5 VERTS w/in S3 (2) #5 VERTS w/in I HB CELL- FILLED CELL - — — — — — — — — — — —FILLED — o 0 Nil IN NJ_ V-8" 16'-0" V-8" 19'-4" 5'-8" z 0 Q z Z) 0 z 0 Q z D 0 Ll NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING MONOLITHIC FOUNDATION — ELEV—A, SCALE: Y4"=1'-0" ell O N Z � � W O a= o O GC N H x � O G� Co -C N 4�CZM c, CDOt Ej. L G e m n. It S C9� � To 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 `r E �' Q O N V N r (� Oro p 60 LL W I» � M 0 � 11 tL 'R a M L- a z J _ z O= Z cc m A --Co o O: "' '!0 N t0 m W rn�4j°' _ z W M Z LLW 0 N U H O U ❑❑❑ Z W o S Z m N z o Q a � L v o w 0 w S w. (/ I C_ N v _ E si U O Q Y 0 0 Z �m LJi_ p zc o Zo a, a E V s z z® ❑a n3 ZF u❑ � 0 Z O E `fl M a¢ a wg 0 4 wz � � aJ L �� Q Z 3y omz 0 o0 Zto m �o aw � zo Q U Way 05 O w� m oz r J < 11 v zla o 3 ,o �C:) E > (� O v a� rn m O 00 to L 0 r T LO m LO O 0 am O U') N Q N T_ ai m T w M M (\ o z � w ri LO z E r— E m a E o 6 v ° Q o c a) a) )OB NO: 23-06120 SCALE : AS NOTED SHEET NO. 5 TYP. @ 1 CORNERS D2 0 60 0 r, M 10 13-0" 2 D2 FT3GE 12'-0" H 0 LL @ 24" A O.C. MIN. 0 U_ J S6 TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL FT7G FT6 TYP, 1 0 1 u7 LL BRG, WAL O 0 D L1 0 N N r FT8G FT11 1 V FT13GE S6 LL TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL CE 35 A (2) 22 A (2) FT9 D1 CJ3B CJ1B 9 D1 1•��� 7 D1 FG3 7 D1 m 60 A TYP. U.N.O. m m U U 5'-0" �, m A S3 TYP. @ 1 STORY (SEE AA/S3 FOR STEM OPT.) 5'-8" b4Ut 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) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] AREA ROOF 1 2e 2n 2r 3 3e 3r a=oft HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 78.58—-----�— ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): 1 � \�O �/ ZONE 1: ASTM F1667 RSRS 01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD I \�� ��/ ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I I QI( I ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: I O I I O SHINGLE: %6" EXP. 1 (2%) or 1Y32" EXP. 1 (33"16) j I 1 j I I r 1 I TILE: t%z' EXP. 1 (3�6) I I NOTE: I I I 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %8' x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN Y32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 2 ROWS 8d @ 6" O.C. NOTE: THE SHEAR WALL FRAMING DOES NOT EXTEND 8d NAILS @ 6" O.C. —\IABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING TO BLOCKING (2) 12d NAILS TO ROOF OR FLOOR BLOCKING EACH SHEATHING END 2X4 BLOCKING AT (2) SYP#2 TOP PLATE EA. ROOF PANEL JOINT AT 48" O.C. MAX LSTA30 EACH SIDE TRUSSES—2 EACH END OF WALL 2x4 SPF STUDS @ 16" O.C. WALL SEE C/S3 FOR SET BACK 2" PER ADD'L INFO. DETAIL C/S3 SEE PLAN FOR DIM. SEE FND. PLAN FOR FOOTING SPECS. INTERIOR SHEARWALL @ TRUSSES STEP-DOWN, WALL TO TRUSS � SCALE: 1/2" = 1'-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 112" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 1 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS RFUS 7100 --- w/ (12) WS3 WOOD WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 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 wl (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12"' EMBED w/ SIMPSON "SET" EMBED w/ USP CIA-7000C EPDXY EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ D INKE LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (10) 1/4" x 3" WEDGE- (2 PLY) OR (28) 16D BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 112" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 (20)10d x 1-112" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REC'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") "FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (* ). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'4' ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN — ELEV—A N O N j a a Gil � o s ss a. ram. c C-, C— C,, N � =>.c n o � V1 CU •a N a, x m CL a, E rr U ? � L rm �caj.? H L E �n t U i,'/f c : i F'a N per. 44 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 bea rig Engineers signature and seal. 0) W E 0 c+� Q o 0 U N O D n 0 .2 N It J ur) N 0) CO I-r J 0 M V 2 4 LL N 5 J Q C LL J 2i W Co LL LL D_ _ w Z C0 C: o 13 1-- X 0 2 W U5 C' m w Z N 0 a LLW N O Z U W ❑ ❑ L N M O g N l r � � 1 r M -J � 0 w a N �V) L, N C � � J 8 L s w c a N Y < N M • J LL (B Q of LL` C e �c �r O C � o� a 2 a a z Z � Q �w = nZE by z, r 9z >z Eb J o a o z W o � x� m p O M S Q C J � 3T 0 C r.y L.L > (y) Orn m c� 00 CID L0 T r L0 Q Cr T (nn o m N _ LO N rn CD L(� O Q NT T M C7 � L0 6 Z m Z � y E T cc cc E U '0p a JOB NO: 23-06120 SCALE : AS NOTED SHEET NO. 6.1 -.L _r 1— -- I IIL'I i 1 1A 'I I- _ I —H (2) TYP. C( c 25'-Oil 5,-811 19'-4 11 RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <- 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e a-7 HIP -35.94 -49.57 -49.57 49.57 10 GABLE 38.22 38.22 60.99 -60.99 60.99 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): v,10. ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELDZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELDZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I I i ROOF SHEATHING: I l O (D l SHINGLE: Y16" EXP. 1 CY16) or1Y3z' EXP. 1 (3y6) l I 1 1 I j TILE: is/3z" EXP. 1 (ems) I r I I I I I NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 8" x 0.113") NAILS I I I I LQ +z -is 0.- -i to 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15/32", SHEATHING SHALL BE FASTENED ") WITH ASTM F1667 RSRS-03 10d (2Yz" x 0.131 NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 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 1 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 1Od x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD313 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED wl SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY _ V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 1 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L 1480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 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 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-A. N N c o , Lu � t a • r� cfl V Co+-, m X y �6L a. 0 Q +Gl N Ra 3 = m x CL) at nr Q a, ciCU y r� c � � u 4 I i irjr..srf Tom' U NV 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. 7f W E a O M 0 N 0 « W N N W GC14 a CD N 5 J Q C LL SZ LL W LL LL a _ w Z m c rn rn O W 'rp N CD C Z � NZ a J LLW N��� Cow N O U Z W ❑ ❑ z N o � z CoCD Z o Q ? CD LL n W � U O w o ILn C N v_ C _ E Z $ I Q 0 CID M J O Z 4 ll E z aN iZ p � U o� w� z® oa F ru �� ;O _ coo ru -4 Q U � C z Z d t� o o w p a o o 0 0 mo z_j aw omao wLL Z W � ¢ O r ~ o QQ;o .s C:) = >M Orn m m i 00 CID LO TT :) T-- LO Q Cr co�/ T/—� ^ U / m LO J ,Q C'M C N (V 0) Q Nt cfl LO 4 r) T 00 i6 LO a z M z :3E E T_ E O N C a U Q p JOB NO: 23-06120 SCALE : AS NOTED SHEET NO. 6.2 A 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 L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. T 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 81`44 1B/1T8F401B/1T 8RF400B/1T 8F321B/1T FORM k GROUT SOLID CV Q o W O U /5 BAR CONT. 8F12-1 B/1 T O "V" LINTEL DETAIL SCALE = N.T.S. INS! I TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED 44 R = RECESSED QTY. OF #5 O REBAR @ BOTTOM OF LINTEL CAVITY = d QW °O ° 8 F 16— MIT a `° ° o v Z G a tNOMINAL. QUANTITY OF ° WIDTH #5 REBAR AT ° TOP NOMINAL ° HEIGHT MATERIALS c�lintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 REBAR AT TOP MIN. (1) REQ'D 112" CLEAR .M.U. GROUT 5 REBAR AT BOTTOM OF LINTEL CAVITY OTTOM REINFORCING L PROVIDED IN DTH " LINTEL (VARIES) 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) ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y"x1 J" TAPCONS OR TITENS "CENTER OF STRAP @ T/WALL TYP. U.N.O. 2x8 #2 SYP P.T. BASE PLATE W/ Y2" EPDXY ANCHOR OR Y" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END UCTURAL SHEATHING ACHED PER NAILING EDULE E PLAN VALL NOCKOUT COURSE 1) #5 CONT. PLAN FOR FILLED CELL CING 1 WALL SPLICE DETAIL REVISED: 11/04/19 SCALE: 1" = 1'-0" (K) 8'-0" LL O 4'-6" LL x J Ln L Y C.M.U. E O x �w W W o � U) 4'-6" LL 0 cr U O Z Q¢C7Co IJ O LLO W N - OW O ° • on #5 REBAR AT BOTTOM AS INDICATED 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 manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION B MIN. 5'-8" LL O O 13'-0" LL 5'-10" LL E MIN. 17'-4" LL LINTEL PLAN — ELEV—A SCALE: Y4"=1'-O" r V N O N r^ o r c eo v c+a m C" o y V- Cl- V) -0 N ai a t a� _. o (Y U ti y i ti � c5 cli s, c r_� c � 0,`t'e off o `.0 L {t To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. fA Q U O N N_ O] 00 N n N vi n�a i Q 13Li Z aj M V C --r LL W ccU-a - a � Ca C j4 W _�. ? 7 N O o Z LLN r°�°'m m 00 ¢ J L Z 0 N IdV U O Z W ❑ El N (h 0 C' Image v a r Nn �N L (:,) o 4-1 w c m �0 ( ! N � L N = J w � c r — L 8 J o N Y e 0 M Cn J � Z g CI a oo a E w0 ZCcoa�a LLz wW. Z m J J sY LL a � w � u aw az o m a� N o JW << Eo 0 C:) = > Ce) O 2 0 N 00 r— T L m LO ~ � d. O a� cyl O 0) 1714 a) N LO N Q d- r j CM o z cc Z E E NLO e c`a C:m O c JOB NO: 23-06120 SCALE : AS NOTED SHEET NO. 7 3 v W 0 i N 0 O a J 0 N C I N N 0 0 i 2 v 7 V) rn 3 N N 41 a� E x c J i a E 0 0 LZ N N 0 0 a N 0 LO 0 I� a w x s m v a� v 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 11 AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± 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 Y2INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2. 6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1. 9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2. 3. 3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3. 2. 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4. 1. 2, LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: 1 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4. 3. 2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131",10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED'J' 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 = 285 PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 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 1'-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 traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete overpy and mortar along the foundation perimeter must be removed be ore extenorsoll treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14, FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. 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: 56 + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS BEAMS ETC ARE TO BE SYP #2 BETTER I O B ER AND OR M CROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. A Z � a � � w 0 CS c L- X _�C. �o m CN Q ti 3 ! �c a) a cu a H c CL)o�= ce Q . _ Q 3 re. L. f1 n c.r i m - rZ N a c � m 4 u Y � N • (J •: �. .y To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q d E O M U V O 00 CI N r 'j N MC LL7 c0 M Q M V 2 # LL N s J C J 25 u W i� ��, a Lu - o Q se °' Z 7-5 c «yo 19 W5 0 M m Z LL w � Cl) Z J J 0 ;^ N O V U O Z W ❑ ❑ Z N (7 - � o N L r E3 (A fl N n � o 1 1 `o LL T 0 ° Ow C,to w �V) U W J o g U 'o _ C cr) Q N m ° �Q s eo co a Z Cl) J o� Z Z a g ll z o y ry z� a� a p E V of w z® oa [U oQ Z cfl ra � � wg w z � 0 O Z m O Z� m J mo aw ,9 o Q o W � � aw U m az z3 wr oM L� zl¢ o0 0 c Q 2 ;n >M O N 00 co LO T =3 T LSD 0 'CT^ o VJ N m - LO -Q a) O LO N Q � T LO a) 2! cM T- LO o Z M Z 7 E T_ rA fn cc E U ai C:c c a _j Q p JOB NO: 23-06120 SCALE : AS NOTED SHEET NO. SIN l Y-Lll1117n+1' "1 W N / x a N I ID cn� 0 J N co 0 I M i v C Cr 0 rn c Q N en 1.2 a E 0 v c J i a 0 0 J LZ 0 u7 15 cm 0 a M O L[ J; 0 W 0 m v THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING 1 16GAx1-1\2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN Mix I I 16GAx1-1/2" LONG (3/4"-1" STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 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 0 0 0 5'-0" a STUB -OUT FORLO 0 o GAS METER o o N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood anels or 2 x P 1-1l8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking / 1/8" gap —i FILL CELL STD. 90° HOOK BOND BEAM w Q STD. 90° 71 CONT. #5 CONT. #5 HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO �CONT. BASE PLATE BEARING COLUMN YWOOD FLOOR SEE PLAN FOR REQ'D i�SHEATHINGL PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKINGITJI �-'— —MASONRY WALL OR INTERIOR BRG. WALL -%I TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. i 1/8" min. }Small gap 2" min. i 2" max. 4" max. Web Stiffener Fastener Schedule_ Joist Bearing Location Series Dew End Intermediate f ® 9-1/2,_ 2-8d 2-8d BCI 5000s _11 7/8" 2-8d 3-8d Clinch nails ✓ 14 j 2-8d 5-8d ( 9-1/2"8d 2-8d when BCI 6000s®' 11-7/8" 2-8d 3-8d - possible / / BCI 6500s' 14' -- 2-8d _ 5-8d 16 24d 6gd 1) Support back of web during nailing to prevent damage to -j 1 7/8 2-8d - 3-8d web -flange connection. l BCI 60s® 14 2 8d 5 8d 2) Block solid between joists for full length of span. Tight fit - _ 16" 2-8d 6-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 11-7/8" 3-16d. 3 16d 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener "min. gCl 90s® 14" 5-16d 5-16d required when indicated or max. 16" 6-16d 6-16d 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - - ---- - OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6". -Hangers with side nailing. -Hangerswithsidesnotcontaining WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth guts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR Boise Joist Blocking BEARING Use 3" (10d) nails at 6" O.C. Vertical load transfer =1900 plf max along load bearing wall. Load bearing walls Load bearing wall must stack over squash=20 blocks and * Non -stacking walls wall or beam below.* require additional consideration. Check i local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side 1 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 Provide adequate bearing for each lapped joist. 10d nails SECTION @ INT. BRG. WALL I N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 11 1 3/4" minimum bearing for each. I Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — ❑ io tco o 6" A 1Y" ROUND HOLE MAY 6" 6"'DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2' THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz" Round Hde Dtameter n 2 13 4 5 6 7 8 8.8-15 14 11 12 13_ R Hde Side n 2 3 5 €i a 9 10 Any 16" joist Span (It) 8 V-0" V-1" V-2" 1' 2" V-3" V-3" 1'-T` T-1I" 24" 2-9" 3-2" 3'-7 12 V-0" V-1" V-2" V-2" V-3" 1'-9" 2-4" 2-11 " 3-7' 4'-2" 4'-9" 9-4" 16 1'-0" 1'-1" V-2" 1'-2" V-7" 2-5" 3-2- 3-10" 4-9" 6-7' 64" T-2" 20 V-0" V-1" V-2" 1' 2" 2-9- 3-0" 4'-0" 4'-10" 6-11" 6-11" 7'-11" 8'-11" 24 V-0" V-1" V-2 V-3" 2-5" 3-7 4-9" 6-10" T 2 8' 4" 91-6" 101-9" 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. 1Yz" 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 1Y2" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. SIMPSC w/ (22) NAILS 1 5/8"0 THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS OP PLATE TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION NIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL 3-1 _. ���I811BIIE Backer block (12" wide min.) : I I II II I II I II I II I I=1 11= Nail with 10- 10d nails. _ - -� Install tight to top flange. SLEEVE THRU STEM I =' SEE PLAN FOR °. ° .. . Joist hanger ; rT��' FOUNDATION INFO 4 �` a' ° a \` STEM FOUNDATION SIC \\ \ GRADE Filler block. REINF. SEE PLAN Nail with 10-10d nails. a Backer block required where top a mount hanger load exceeds 250 lbs. �_ Install tight to top flange. a I=1 11=1 I I— III�'lll_' 1/4%2" gap I I- -III —I I: i I 2 #5 REBAR �1 Backer Block I I A/C CHASE 4" PVC ( ) "Top Mount" "Face Mount" SLEEVE THRU FOOTING Backer block shall be tight Backer block shall be tight MONO FOUNDATION 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 TYP. FND. PENETRATIONS - requirements SCALE: N.T.S. X 0.6 X Joist ° o �- f i depth X� I -JOISTS BUCKETS N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. :1® LOCATION OF SECOND H10A SIMPSON H10A ° e° (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 Q a Il� 1=1Ili • PLUMBING LINE PVC OR SCH40 SLEEVE aa ° I —III —III III III a d �a I—III=III- ' �- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION O a a /PVC OR SCH40 SLEEVE —PLUMBING LINE z .a m � d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE d as a as L —III1MII a SEE FND. PLN. SIZE & REINF. N N cu a Z W , o a Cn O m v � N ro a, a, -lot- C wu u v ��•, ��ie11611(%f ����/n 0VV0 rr; � .. ? C 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. th W v E Q O o 8 8 N N A v V o Cu a � 7 In OD � nft � LL J LL 0 Cn r fZ P LL W UJ �rNic Q j U_ iL Z W a Z o � : Y m o wo O 0 ��16 Nt0 0 0] J Q �n���a0z M Z LLWz U G H N z OU ❑❑❑ Z W Z N M 0 z o Q r• 1 Z a 0 o Q) w � U O^ w g U ! It N v w v35 _ o �Q Q o w J N ¢ Z Z 2 U_ E E oz <o � 0¢a� �o 0z z `� a w� wZ L C 5 J cn x D o a� Z ca m Z a WCon } } o o" aO =� w J o c"M v zlQ a r o 3 0 c 0 > M 0 C to c� 00 co Lo L^T co � U) m N L77 d- O 0 rn N LO N Q I* f 6 CD � M M M 00 o Z m � a LL) Z c E T E a3 m c U J Q c J JOB NO : 23-06120 SCALE : AS NOTED SHEET NO. SN 1 L _ I - 1 --I - i 1 I _ i I 1!I' CP W I O i Of -.0- N 0 0 J 0 (V to O I N M cV 0 v (n 0 3 iJ a M CD i SL E O v J i 0 f M 0 <n LO 0 0 a C1 04 u7 LO Cn d 0 W s m 0 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 1/4" DIA. X 3 1/4" 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 r w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER A SHINGLE ROOF, SHINGLES TO a _ BE IN ACCORDANCE w/ ASTM -� I=I L=I m 1=III—I 11=J -� I —I 11-11 I I ° I III —I 11=L�' D7158-CLASS G or H, or ASTM I_T f I —I 11=� ; • 1-1 11=111=1 �I D3161-CLASS F, IN 'I-11� 12 ACCORDANCE w/ TABLE "I=1 I I=11 �� 1=111-111=1 I �j I 111-111=� '-1 I I III —III —I 11=1 I I I I 11=1 i' (TYP.) VARIES R905.2.6.1, FLORIDA BUILDING -1I �� �111� �I II 111 11 I i 111�-1' CODE 7TH EDITION (2020) 8„ Ig,r RESIDENTIAL INSULATION LE ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING _1�11 /_ FRAMING SHEET FOR 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 —J CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 -ALUMINUM DRIP EDGE -ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.—/ 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 - NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE v (V a 0 _ _ r ° -�— - Z 00 Cl) 0 — _ - 6 MIL VAPOR o BARRIER _z D • � — r COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR M: �— ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 114" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK SEE 4„ V-8" (2 STORY) U.N.O. DETAIL ) TYPICAL WALL SECTION A SCALE: 3/4" = V-0" 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 Pz • -;iI 4" 00 f .I� SEE A/S3 OR J/S6 —`I I I I I I, I 1 I I= FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STOR)) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR)') GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 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 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" 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. 5/8"OR 1/2" HIGH STRENGTH ` `—TRUSS BOTTOM CHORD OR 2x4 #2 SPF `—TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR /$ GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS 5/8"OR 1/2" HIGH STRENGTH _� (OR 5/" GYP. TYPE @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) GARAGE GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. NNECTIONS. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ IL2x (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2" x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl2" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB &BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2" x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" A.F.F. c� (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24„ O.C.) 2„ 2x P.T. BOTTOM PLATE x 6 W1.4 x W1.4 WWF OR FIBERMESH REINFORCEMENT AND WILL NOT INCLUDE THE WALL ATTACHMENTS 2� 2x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ELEV. 4.31/2" z �31/2"MIN. �31/2"MIN. A.F.F. p ° C / L cli- , b ° .. ° �1� 1/2"(min.)- 4" o Dc 9 00 —I — I T °O 1Tf 3 1/2"(min. - 4" I I —I1 — ' • —ko- —TIL — 1) "(min.) - 4"-1�1�-1 �' 1T( 1_Tl�r� I �� — I—_ (2) #5 CONT. ITT�T I '—' (2) #5 CONT. 4 4" 1.41, 8„ TT7 Trt rrT„ U.N.O. MIN, U.N.O. MIN. TYPICAL BEARING WALL (@ STEP 0) SHEARWALL C TYPICAL BEARING WALL @ STEP "SHEAR WALL" SCALE:3/4"=V-0" C'Z SCALE:3/4"=V-0" tv" - �.� T���S�GUP� ens 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ M O s �coN� U INSULATION PER FBC AND ENERGY 8" C.M.U. FORM SUBMITTED WITH PERMIT / \ 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 tv LAYERS W/ TOTAL THICKNESS 7/8" OVER "J" 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3116" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING t" SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR —� 2x P.T. PLATE ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi z M D —_ o o FINISH GRADE °O 2 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] g = °O 6 MIL VAPOR BARRIER —� P ° ° 1== 11— TaI—, OF R 1 7/8" #5 REINFORCING BAR Z T I 1 I 1TTI T-T T #5 LAP SPLICE 2 • COMP. SOIL. (COMPACTED TO —I o 95% MODIFIED PROCTOR ASTM I —- D1557)r��r— �rrT j 4" V-4" FRAME WALL TO C.M.U. WALL CONNECTION D� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" 'v GRADE 00 a • .Q = ICI —ICI IEI—ICI—I _ — -(1) #5 REBAR w/ OPT. 1=1 I—ITi-1Ti— I I �ITi— 1 -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT 1 I Ilk '= .. BLOCK WALL BEYOND O.H.D. RECESS LN 4. I [U- "- 00 SEEA/S30RJ/S6J -ll ,I I Ali ,,, II,IIIiI- FOR REINF. INFO. L 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALP& .a Q INTERIOR -31 CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB m a 00 c 1— M 6 MIL VAPOR BARRIER 4" 1 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR Q BOLTS 6" MAX FROM o END OF 2" x PLATE W 0 U a. rA Li 7k—I I a 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 SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. x x CONNECTION INFO SEE PLAN FOR TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & G ..M CONNECTION INFO K I I I 2x4 P.T. PLATE I 2x4 #2 SYP P.T. FRAMING w/ g 7/16" I MIN 7/16" O.S.B. SHEATHING O.S.B. Z ATTACHED PER NAILING w SCHEDULE COLUMN LOCATION Q w SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o � CONNECTION INFO. —2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 14'0" TAPCONS AT 8" COLUMN TO PORCH SILL _ O.C. GARAGE 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 a > w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 t o w SIZE AND REINFORCEMENT) WWF OR FIBERMESH r,,Uj a ° BRICK PAVERS or SLAB PER p 0'-0" FIN. FLR.� I'll - COMMUNITY SPECS 7_11� J [=1TI—iT[=1 1=1TI QJOOJ� � , ��OJOo00o.� TION TAPERED COLUMN FRA I GKCD'12 1/2"(min.)- 4" 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4" (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 r, . (2) #5 CONT. =1 I ON 3" CHAIRS (TYP.) TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1,4 S.G.D. (U.N.O.) �� I WWF OR FIBERMESH SEE A/S3/J/S6 --` I g FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS @ S.G.D. ( M SCALE:3/4"=V-0" \ S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD E CONT. FOOTING STEEL MAT REINFORCING, r ' 00 GRADE M w Z = W Q • W OLU wu = • • • • Z ILL O 0 C Mn Q FOOTING BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 N H Jw a, a O W it r o Q = Z; a �- C ` N 3 _? C is s' 3 i � •, 'a 4:2 a ``�1;tttltfti�Ear�r , ' ASF i Lo cQ FLOC •��' .� o. `` To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 W E III-� N� o N 6 rT Y/ ti J di M ft LL V Q C J Ji uj LL ii o JLL ul Z —v°' ° L2- Z N Q J LL W ��� 0 N 0 oU U o Z W ❑ ❑ V M � O O z Q r1 N � o LL, � A V O w o c� v w � — E � L w U o r u, — O N � see o z z �a os >12 <a E p OV oa o E o &a �o oz a <Z t g n3 Z =y 0 o° Z m �o Of QOU �w aQ =IQ ao o� �O 0 = > CM °' m 0 00— co L.f) : r LO Q Cr CID T W0 °—__}+ N m ,it 'LO N .� rn o LO N Q � T_ LO W m w cM T � o Z Z CIOL0 E T ICU c 11 U J Q CC J JOB NO: 23-06120 SCALE : AS NOTED SHEET NO. S3 (MONO) 11 1 3 v W 0 i a N 0 N 0 00 J 0 c2 CO O I M N O 0 / v N O / Q N 0 a Cm E 0 _ i a 0 q, r.Z 0 L0 0 0 CL N N LO LO d 0 w m 0 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.)—� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ DOUBLE 2x TOP TONEAILS SPACED ❑ STEEL AND GROUT ❑ ❑ EVENLY EXTERIOR FACE OF BLOCK PLATE —, WALL IS 1 1/2" MAXIMUM INTERIOR 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES 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)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) Od 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 ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF� VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" ;TENSION FROM EXTERIOR WALL ❑ ❑ ❑ ,CE OF BLOCK WALL IS 2 1/4" CL DOOR OPENING i DOOR OPENING -JL TO DRAIN la EXTERIOR � ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑ ❑ 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT a e 8" 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 I NOTES: (DFILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. SL� WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J T w\ 0 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 NOT SHOWN MOUNTING BASE SHOWN FOR CLARITY SEE DETAIL IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK SLOPE FORWARD CONNECTION ASSEMBLY FOR DRAINAGE GARAGE FLOOR :. TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. I a o SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 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 Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P.' J-BOLT TRACK BRACKET AGE R W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) r (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"xl0" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. OO SIMPSON HTT4 TYP. Op �R U.N.O. SEE N/S4 N(; ** 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 @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD USS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS EBLOCKiNGW/ 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 ( ) v O/C FIELD v z a 2x TOP PLATE '- 2X4 PT STUDS @ 16" O.C. 2-16d 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. P 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 UPLIFT CONNECTOR REINF. INFO. E PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90o HOOK IN K.O. BLOCKMTM- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 500 OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF . 48, SPLICE STAGGERED . �'; /-1 Od @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ 4 16d TOENAILS TO YbP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS SIMPSON C SIMPSON SP4 SP2 P.T. ATE SIMPSON SP4 -� TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS SIMPSON SP2 ..r NAILED INTO TRANSOM FRAMING RECESS LINTEL SIMPSON SP1 SIMPSON RECESS SIMPSON �PSON SP4 LINTEL INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC 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) i (4565# SPF) > (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. I&NUT DXIED A.T.R. i&NUT ROOF TRUSS ABOVE 2X BLOCKING I I 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 10d S 2X8 P.T. BOTTOM -' PLATE D 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. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'4" O.C. MASONRY WALL NAIL @ 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 c E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 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 REV. 06.24.22 SCALE: N.T.S. N ti 0 � W o �m 1z � .y O Q 3 U jEF; C rc a 3 ro AWE® H Q '�il:•: i:: ;�r'e Ct J 1. Ij :Zi, 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. W W ,Q E LoV �' 0 N M � # LL Q N 1J � -, W W M u- o Z _ w -ern o L @ Wo@04 00 W IL_Z rn�4j°. Co Lo N Z Q J rz Z N O 6) 00 W El [I z N 0 o 0 z o Q N V^)' z Cz W o +, c� � V 0Q), �Ln N s N Y W J g i oas C W Y o W Z C E zo Mo Zo ¢� E Vco wz oa t- o o o E &a ao 1om xZ z Z ¢ o ¢ omz m 0 o O Z�c m � rn O Q W z W o ww <. m p a z <a 3 �o o v oIa a� ° 3 C c C > C'7 O m 0 00 (� Ln T T LO Q ca T a- U) LO � 0 CD CD a) o L n Q 0) � T E w M cM o Z E T c a- 0 -1 Q o a) JOB NO : 23-06120 SCALE : AS NOTED SHEET NO. S4 ---1 - - -1 _1 I SIMPSON HGAM1( W/ (4) 1 /4"xl 1/2" SDS SCREWS TO BLOCKING & (i 1 /4 X2 3/4 TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX, 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX 9" BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX 9" �---e� SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, -�X SCHEDULE FOR SHEATHING DETAIL IF >9" SEE 10/S5 45°± z 45' ± SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR 2x4 CRO BRACE SHEATHING DETAILA 2x4 KICKER 2x8 SYP#2 "L" BRACE TO APPROX. 8" FROM ' @ 8'-0" 0/C. EXTEND AT LEAST 90% OF RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) & (2)10d TOE NAILS @ LENGTH (SEE TABLE) RIDGE FASTENED AT EA. END @ 48" O.C. EACH JOINT w/ (3) 10d & SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS (2)10d TOE NAILS @ EA. FROM LEDGER TO ' SILL 1/2" CDX PLYWOOD OR END '� BLOCKING 7/16" OSB SHEATHING ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM1 OSB SHEATHING ATTACHED 3" CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD THRO G H 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)10d / z 2x4 CROSS BRACE APPROX. 8" &(2) 10dTOE NAILS @ / FROM RIDGE FASTENED AT EA. END "L" BRACE TO EXTEND EACH JOINT w/ (3) 10d & (2) 10d (NOT REQ'D WHEN � AT LEAST 90% OF WEB TOE NAILS @ EA. END GABLE IS 4'-1" OR �� LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL SHORTER) GABLE TRUSS SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2"CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE1 / 16d (NAILS 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF X ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & �� O.C. FIELD BOTTOM ATTACHED \ (2) 16d NAILS W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL x �Wj2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH 1" BRACE HERE WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 10dx3" @ 4" O/C 1/2x 8J@ FASTEN WITH 10dx3" @ 4" O/C SPACED " " "" BOLT 48" O.C. 2x4 "T" ON TOP OF PANEL @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO SIMPSON META12 w/ (7)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 10d 3" @ 4" 0/C 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"X2 1/4" TITEN @ 4'4' O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION_ 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4' 10d NAILS & (4)1/4"X2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE; N.T.S. Srj TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR N - X-BRACING, AND TOP r "' "' SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 It- 1/ (2) 16d NAILS WOOD TRUSSES 60 00 2"x4" CROSS BRACE APPROX. -2x4 RAT RUN BRACING " RIDGE AST NOD AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2)16d NAILS - 2x4 BLOCKING @ 24" ( D = 0.148 , L = 3) OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 2x4 BLOCKING--.,,2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL E GABLE TRUSS WB 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" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT SAT EACH STUDD ( SP2 w/ (122) "L2"x8" " BRACE NAIL SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. S5 SCALE: N.T.S. �S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR ONNECTION OF THE LAST LAMINATION 2x4 "T" ON TOP OF PANEL I EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" BLOCKING FASTEN WITH I— 2x4 BLOCKING W/ @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 4 O/C (2)12d TOENAILS NON —LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) D � SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4"="0" 5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS i V l 9 ADDITIONAL INFORMATION. S IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2)16d PER JOINT f- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN, SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL TOENAIL (2) 16d NA 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.0 (2)10d x 0.131" TOENAILS EA, SIDE CONT. 2X4 #2 SYP w/ 10d X0.131"@8"0.C. ALTERNATE NON —DROP GABLE END DETAIL ri 0 SCALE: N.T.S. SrJ MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. SCJ OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP `-MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. Srj "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C %nrn/"%n -Mi 1e0co 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 @ 0 z w \-BRACING w/ (3) 10d x 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER -BOND BEAM _ MASONRY WALL ARCHITECTURAL FINISH 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.0.) "L" BRACE 2"4" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-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 wl (4) 1/4"xl 1/2" SDS —t,vry i. o�r�nuvv — GABLE END BRACING DETAIL SCALE:3/4"=1'-0" SCALE: N.T.S. I MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMN5UN SN1 W/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. m NOTE: LTOP 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 REQUIREDZ BOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) 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 N a J a` � o _r Meo --- a m m o n y a� I.. 3 e co, :$ c �r ILI a •TJ U 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. I- o O M 8 0 0 N 5 N m co: N OOp 0) 0 rNiv2's" N 5 J -ol �Qw ol J 52 �- W V J W LL W a '0 a Z � L @ o @Ncp 0 0 W (6 m Z LO m Z d Z N O U U W ❑ ❑ M � � N O W N z � � Q 2 � El n M V) z Cn LL LiJ � U �- cgs O c Dv) YZ U in T L d v a 4, c U)�Q Q N 0 S I� Z cMi J o 3 z LL- E E' ao ca- 0 v ~ m w a c rm nsU o �E o � o<�� a �z 0< a z z r0 o� M <� Y m0 oLL Z� m f <w a� O� Zz < 0 V Vi �> T > wLL � aw W co m < ¢ r o z r W -� o < < -� V zIQT0. 3 O C O i y M ON m CD ^' i 00 CID Ln r :3 r LC) Q CU U)0Y. N m Ln = O — '� N 0 Q � r L0 w M T 00 LO o Z cc Z :3y E T `c 0- E v 4 U Q 0 c c JOB NO: 23-06120 SCALE : AS NOTED SHEET NO. S5 3 v _ w r- 0 i 0 CV 21 0 J 0 CV to 0 I C1 i4 N rri 0 v+ 3 N 0 i a N E 0 _ v J i a -o U J LZ N 0 15 0 O r7 0 LAD .°i v 0 0 w m v ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 4Z71 INSULATIO BAFFLE W. �T�ZiT�T�T�T� 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 0/C WALLS / 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/801 COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM PER PLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER w PLYWOOD SHEATHING Cn NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO w o = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER � METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. L,w INSULATION PER CHART ON FLOOR PLAN rB R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER CEILING & 8' O/C WALLS STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB 8"&'X16" CONC. KNOCKOUT INSTALLATION PERI- BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF ARCHITECTURAL BAND JOIST TYPICAL FINISH �- (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) U_ LU v 4"x4" INSPECTION PORT AT � EACH FILL CELL TYPICAL lx WD FURRING @ 24" O.C. w a AT GARAGE CONTRACTOR BASEBOARD N TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY r 410 6" BELOW GRADE C E d� • a ' .d a FINISH GRADE o0 *-1[-f 11=1 I I —I I 1L° �6x6 wl.axwl.a11—I 11=11—I I I I° "' a" e °. I I=I 11=1 I I- _ I II 11= WWF OR FIBERMESHII I II I l� i l l l—III I— ' III <' I I I EI I I- —III„ I II III_I111111111=1I III STD. 90*HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTION REV. 03.16.21 SCALE: 3/4"=1'-0" SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD--"- 2nd FLOOR W BEAM/GIRDER 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 1Od x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL---- *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER ATE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1 ST Z-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3!4"=1'-0" 16 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUSS FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. TRL ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS U WEEP SCREED INSTALLED PER. MANUF. c SIMPSON HETA20 w/ (8)10dx1 1/2" C NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK B SCALE:3/4"=V-0" S6 RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1 /2"=V-0" "6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION 2x BLOCKING HORIZONTALLY SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 1 U-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 1Od 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH _ • s° 111,=r1 I1 FI I I 4FI I I II i I (3) #5 CONT. ON 3" 8" 1'-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. 15/32" OSB EXPOSUREI SHEATHING x PROVIDE x BLOCKING AS REQUIRED PER D 0 SECTION X-X IF � NOT FULL H HEIGHT SHEET - rn z 'A M FLOOR SYST JG B (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI F IT SHEATHING w SOLID 2x C BLOCKING @ ALL a C SHEATHING O EDGES(SEE OPENING SECTION X-X LLU C xULI �w xLu E H 2x STUDS w BEYOND. SEE PLAN o LL d O 1 \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL 318" SPACING S 3/4" S 1/2" 7� 1f2" 4S, f2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING VERTI('A SECTION X-X N 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM A" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END o w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT , PENETRATE SURFACE MORE THANy". U) ? 0 NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL LL M @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 w @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. v=i O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. _J O w/ 8d COMMON NAIL L LL F- O O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER O a ooUn w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. z OF w'2 � @(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL w w O MEMBER IF GABLE END LL U " NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 0 oo NiFR� N� SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / m 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131" X 2 112" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 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) 1 (2) (1) (2) (1) LSTA30 4-4(2) 3) (2) (2) (1) LSTA30 (3) 3) (2) (3) 1 (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING 2x BLOCKING HORIZON T SCHEDULE SEE DETAIL C/S6 FOR MORE INFO @ INTERVALS NOT EXCEEDING 10-0 (R302.11) 2X STUDS @ 16" 0/C 5/8"DIA. x 10" "J" BOLT W/ 8" 7/8" STUCCO FINISH PER ASTM C. 926 EMBEDMENT @ 24" O.C. W/ 2"DIA. APPLY 3 LAYERS W/ TOTAL THICKNESS x 3/16" PLATE WASHER (MIN. 7/8" OVER METAL LATH. FIRST 2 LAYERS SHEAR 3500#. MIN. TYPICAL 3/8" THICK EACH. 3RD LAYER 1/8" THICK. TENSION 2600#.) SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 2X P.T. PLATE `t WWF OR FIBERMESH WEEP SCREED INSTALLED PER. MANUF. 5 ° :'d ° .. d .a ° CV '• a 00 ° FINISH GRADE -III—III—III—I I a I_I I I I I°` d III —III -1 I I —I I I-1 I I ,° `•♦° =— III —I I I o z I;° ° '' a _ � III —III (3) # 5 REBAR ON 3" CHAIR 4" V-8" _ —III W/3" MIN. CLEARANCE ALTERNATE FOOTING ry @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" S6 ADDITIONAL INFORMATION. A o "0 ,a J �r Ch Op V Ley d C n? 6 m a, R s -37 zS as � V +r-• C ;e _� 3 c' c rr m a ECL c 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 F d E o o 8 V W C 0 N .0 on J0:1 V M ,,an V 6 M v # LL cmaq � LL w J LL a- - m c r mo W W mNm 5 hoc _. LL 00 0 m w LO M Q LL N OU < L) Z W ❑❑ o � N J v 0V) LL 4-1 f6 � w � U %n 0 V) w o r c� — E .i 8 c� o �Q N SI 0 z Z LL_ ca ca o E V �LL Z® w a cc O o E KU it < �¢ a z CID M ao w ww t �s n C iY m o¢ Z� m J No aW C � Qo a s U N W W m <� oLL � JW J o aQ �o � olo aTT3 0 >M ui rn m oz c9 00 io LO r r L0 A r In 4-1 Ln N Q Ln N Q L T w cM r- vi Lf� o Z co Z E T c a 0 _j Q o ° JOB NO : 23-06120 SCALE : AS NOTED SHEET NO. S6 (MONO) L I 111 -' ' I - -I - J in n' "1 if cm 3 v W r\ 0 i 0 0 J O N 0 h7 r4 N LO 0 L0 i v V N O rn 3 N 0 0- 0 N E 0 x CP Cf C C J i d 0 0 tZ IKJ O L LO s a 0 CN LLB cm 0 0 W o� v SCALE: T = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS \ Oe 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN 4" AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER j BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP j i 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 3YP CUT TO FIT %RS IN WALL � 2x12 SYP BEARS IN WALL 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C 2x6 SYP L I I tAN DE MOISTURE CTION LZAATS 2x4 SYP BLOCKING XFOR STRAP2x4 PT NOTCHED INTO STRINGER O.C.AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" ATTACH ALL COMPONENTS 1x4 / NAILS) / OF STAIR TO CONC. W/J" X NAILED TO STRINGER 2 4" TAPCONS @ MAX. 32" O.C. / fI EW "A" SECTION VIEW "B" G . — SECTION VIEW "C" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" \ SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER TOP OFF / STRINGER \ E 2x4 SYP BLOCKING FOR STRAP PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ D NAILED TO FLOOR WITH GLU (14) 10d x 1 1/2" STRINGER CONTACT POINTS \ NAILS) V V/1LL SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D—D 3/4 PLYWOOD ON DECK 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER FRAMING 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED ---\ i NAILEC 2x4 PT NOTCHED INTO STRINGER AND TAPCO2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUNED NOT TOUCH STRINGERS AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 11x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: J" = 1'-0" 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS SCALE: 1" = 1'-0" 53 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1x GLUED AND NAILED TO STRINGER -_� FOR DRYWALL SPACING H E SECTION V SECTION VIEW "E" IEW SCALE: J" = 1'-0" F F 2x4 STC 2x4 SCALE: 1" = V-0" v i NOTE: 2x8 DRYWALL STOP NOTSHOWN 1x4 GLUED AND NAILED TO STRINGER -2x4 DRAFT STOP �N [ -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS G —2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POS (2) LAYER 4" EDGE GOLD OSB OR PLYWOOD OR 1 j4"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: �, = 1'-0" PER CONTRACT PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. :L POST LET INTO !LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC ING RIS R VARIES ECTION VIEW "H" SCALE: 1" = V-0" N Z r a .o 0 444 e Qn O '4 C yam . o c, a ar i *La 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. 0) W a �E �° 0y o N O � 4 O c D rr 00 00 " ' ! - YI Vi r J Y Q N - O C L� J L:L 1l LL O.. .^ _ 0 V J w — a � .c m O 5 . F o N O 0 W 02r... c' m Lu Z LL 0 in N Z Q J c7 = N OU U W ❑ ❑ z N M O O Co z Q N r N z � � o 4-+ fa cn w S C O w. U ... _ E 8 ¢ = L U o T OD 0 N OU ti 0 w M y ¢ z Z a. E 0 N �� zN ❑a n7 Q. 0 Co E� 0..Q 0o o� z i ao � W o �z wz �J U> c < �< o0z 8 0 o� Z 3 J �o aZ 3 oQ gg W � 3 �. 3i N m <p az _cw � W �0 o QQ ;a Willv ola o3 C O o T y N M a) rn m m O 00 co Ln •— : LO < o N m —_ Ln O � N ai rn O LO N Q LO co e' E /� 00 M LO o Z 3 y d E o U o m Q p 0 c _j JOB NO: 23-06120 SCALE : AS NOTED SHEET NO. ST On x W d- 0 Ce Q N co c 0 ao J N to 0 I M N 0 lri i v rn a N 0 i a E v J 0 A tZ 0 0 0 0 L LO v 04 0 W s m -o ul 1x4 1/2" DRYWALL / DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 E P.T. 3/16"0 X 3" LONG E FURRING ° 3-1/4 LONG X 3/16"0 DI EFURR TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 L1x8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO P.T. FROM EACH END w/MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /21' DETAIL 1 x8 w/ (2) ROWS 8d NALS " 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 112" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 ❑ TAPCON 16" O.C. & @ END w/ MIN. 2" EDGE DIST. FURRNNc 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2"EDGE DIST. (2) ROWS 10dx3" 2x8 2 1 4" DETAIL STAGGERED @ 12" O.C. -4-1 /d" nPTA II 2X DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BILK.) 1/4" MAX 2'-Orr 1 X 4 FURRING , SOLID BLKG. AT TOP BTWN. BLOCK HEADER ARCH BLKG. & BUCK 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 1Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. \_2 INSTALL WDW. SCREW ANCHOR x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 31/4" TAPCONS --LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED --2 x 8 45 DIAAGONAL 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. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B 14 r1/4" MAX EMBEDMENT INTO K.) 2'-Orr 8" 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 BTV44, VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE*""-2 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 4 SOLID BLKG. (FULL WIDTH OF WALLS) OSB ARCH FACES W/ (4) 1Od NAILS EQUAL EQUAL INSTALL WDW, SCREWWN. RU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K B-B SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAX. 8 FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90' HOOK (1 V/fl D/ -'A/ '71 +5^ \_ NOTCH WEB AT FIRST 2 COURSI ;APACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"xl 1/2" SIDS SCREWS & (5)1/4" x 2 114" 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'Y2' 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 LA JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 or #2 SYP @ 24" O.C. 00, 4'-0" MAX SEE PLAN 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 BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL 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%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = 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" • p ° p Tyr C'.ku IIIIp.A e GRADE p p e I I ITS Q CV p M 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 SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. ` #5 REBAR (TYP,) ® ,R 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED 41 STD. 90° HOOK (TYP.) ` 2x BAND JOIST W/ FACE NAIL 1Od FACE YP.) NAILS 10d @ TRUSS VERT. WEB TAL SEAT PLATE TE: f[TTOM P SHEATHING TO OF BAND IST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ x1 1/2" SDS SCREWS ® ' +2 NOTC F,� @ FIRST COURSE ` 1HE ®` S INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK FILLED CELL INSTALLATION SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW i I T__� * * ALUM DRIP EDGE BRG WALL TYPE PER PLAN 2x SUB FASCIA 2x2 #2 P.T. MIN, FASTENED PER NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (**) 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. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: - CMU w/ 3/16"x3" TITEN2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0.300 WASHER W/ MIN. 1" EMBEDMENT @ 16" O.C.) WOOD w/ 0.148"x 3 1/4" @ 16" O.C. 3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE STRUCTURAL SOFFIT SF01 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS 71'-4" REV. 09.10.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4" MID BLOCKING NOT REQUIRED FOR VINYL SOFFITS > V-0" SHALL HAVE MID BLOCKING PER R704.2.1 *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2 X 4 #2 SYP SCAB TO SIDE OF 2k 0 TRUSS AS SHOWN FOR O.H. UP TO 2'-6" �FRyq * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. + + O4F/VGrN (2)10d NAILS @ 8" O.C. + + TO TRUSS TOP CHORD + + PLYWOOD SHEATHING + BLOCKING AS TRUSS + REQUIRED TO + + + SUPPORT SOFFIT 2X4 SYP ► EACH TRUSS CONNECTOR SEE LINTEL SCHED. ENTER SO IT PRECAST LINTEL _ I �f J]V SEE ELEVATION �.l`� FOR OVER HANG (MAX. 4'4") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SFF CHFFT nq AKin SIMPSON HTT4 w/ (18)1 Od x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 11 - r Z 0 a U_ 0 LU U H SS III V RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1st4 COURSES SOLID W/GROUT a. a FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. • ° a' •e' OVERHAN a 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'-01 1 51 -01 ' INISH Ft 'u > — ° ° #5 BAR p.6 Lb ° CENTERED W/ IN TOP a• KNOCKOUT/ ° CHAIR BLOCK to- SCALE: N.T.S. MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS } CLEAN FILL J .► °. ° DIRT a z ° STANDARD o Cv #5 BAR IN 90• HOOK' FILLED CELL sp - sk �. �• � s �� " � �, s• STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING (2) #5x6' IN CONC. N DRILL 3/4"x5" MIN. HOLE FILLED CELL SET BAR IN EPDXY �4- SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. N N Q ,ar o m ` N ct CIL .•_. z E CD Q .c+IJIG,E n. .00 Lo I, J U To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E 0 8 V N N FAa M co V 2 LL N S a C J03 52 LL LLLL ° w Z r a W ' '`o 0 o W Z Z ¢ - LL����mw z N OU W ❑ ❑ z N M o G Va z � � � N N N Wv)::, o Cz0 LL 4 (O w O g w. N C N W J �8 d Q) a `m 0 J Z E CL E o� , w� M F— N �u uO U O <a a0 z �0Z Z � wo w= �w N rn =Y m o �� ZLL Za m v J Nm aZ �� S �z g o Wcn wLL w m a C w �0 o M v <a �o a r zla ° 3 .Q O > CM O d' 0 rn M 2 0 00 T LO CU � ) 100 L► J 0 O Na) Q r E m w cM � 00 rri LO o Z Z E T—�' m Il U _j Q p JOB NO: 23-06120 SCALE : AS NOTED SHEET NO. SS ----------------� CROSS BRACING DETAIL (TYP. V1 SCALE: N.T.S. TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS YYr L-Ivu ` L_ l%aI1 I I\VVV VYLIJ 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 IT[ 1 T [ 14 DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT '---TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB B 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 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 CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. �L WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE FOUNDATION PLAN 4" 1'-4" EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE CV Z T C PORCH SILL 15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM 2X4 CONT. ATCONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT SEE ROOF PLAN SHEATHING fi 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS USSES (2) 12D NAILS — I AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. HIP G.T WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION 4" PORCH SLAB SEE FOUNDATION PLAN 1'-4" SEE PLAN EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" RADE CV Z ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY T ASONRY ABOVE MASONRY TO CMU BASE OR PIER SEE FLOOR PER ELEVATION IF PLAN FOR COLUMN INFO EE WALL MAX 3 TOP K.O. COURSE CMU BASE W/ (1) #5- . FILLED CELL VERTICAL EACH SPAN MAX 6'-8" CORNER FILLED MAX 3 SOLID. SEE ELEV. COURSE FOR BASE SIZE (3) #5's EA. WAY- 1 • 8 TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" SLAB PORCH SLAB SEE Ak LEVEL FOUNDATION PLAN (2) #5's CONT. T&B w/ C14 z CONTRACTOR TO INSTALL SEE CUT SECTION FOR #3 STIRRUPS AT 4'-0" MIN 3" x 3" WEEP HOLE '- MORE INFO WHEN DEPTH ALONG w/ PITCHING SLAB EXCEEDS 30" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. INTEGRATE M • 8 TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" SLAB PORCH SLAB SEE Ak LEVEL FOUNDATION PLAN (2) #5's CONT. T&B w/ C14 z CONTRACTOR TO INSTALL SEE CUT SECTION FOR #3 STIRRUPS AT 4'-0" MIN 3" x 3" WEEP HOLE '- MORE INFO WHEN DEPTH ALONG w/ PITCHING SLAB EXCEEDS 30" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. INTEGRATE M KNEEWALL IN MAIN HOUSE REQUIRED MASONRY KN COURSES w/ W/ (1) #5 CON SIMPSON LSTA18L.SEE PLAN L. wl A -A ALTERNATE BLOCKING SPLIT TO Od NAILS SIMPSONHUC410w/(14) CENTERED AT 16d INTO HEADER & (6) FOR CANT. DETAIL @INTERIOR BEARING SPLIT TO TIE BEAMS TOGETHER 10d INTO BEAM - SEE 3 ROOF PLAN FOR MORE INFO SCALE: N.T.S. PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP 2" w 4" Z c~n g� PORCH SLAB SEE a N FOUNDATION PLAN Iw X �% �. z (2) #5's CONT. T&B W/ #3 STIRRUPS AT z 4'-0" WHEN DEPTH • '- EXCEEDS 30" LOWER OR GARAGE SLAB 1'4" SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. & ADDITIONAL INFO. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULDE/PLANM OPTION B CONNECTION INFO OPTION C 4; EXTERIOR SHEATHING COMMON BM. TO POST ATTACHMENT A ATTACHED PER SEE ROOF PLAN 2X4 STUDS w/ SIMPSON NAILING SCHEDULE SCALE: N.T.S. SP1 w/ (10) 10d NAILS FOR BEAM SIZE & CONNECTION INFO. BM. SPLICE OVER AT BASE SEE J/S6 FOR . A A CENTER OF POST MORE INFO. SEE PLAN FOR TOP EAM 2X4 BASE PLATE W/ o 0 0 SIMPSON LSTA30 w/ (22) 10d NAILS OR o " " �" SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS SIMPSON (2) HTS20 w/ (14) TO FLOOR GIRDER 10d NAILS TYP. U.N.O. \—SEE PLAN FOR BELOW @ 16" O.C. CANT. IF SEE FLOOR PLAN FOR INDICATED Vv COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) 16" FLOOR SYSTEM FLOOR GIRDER MIDDLE SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION CORNER SEE FOUNDATION SECTION @ FLOOR PLAN FOR MORE INFO 5" CONNECTION 22 COMMON BM. ATTACHMENT 18 SCALE: N.T.S. SCALE: N.T.S. WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 7 SCALE: N.T.S. 2x4 #2 SYP NAILER. NAI TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL ROOF AND EXTERIOR SHEATHING EACH TRUSS TO ATTACHED PER NAILING NAILER w/ (3) 10d ;7__SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ IF 2x DOUBLE LEDGER, FRAMING PLAN ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d ZAND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/1312 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" = 1'-0" COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR —��— CONNECTIONS V INFO. Y2" CDX PLYWOOD OR 7/s' O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES &BOUNDARIES ---�.. 2x4 #2 SPF STUDS @ —�-�— 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ V EPDXY ANCHOR OR 2,` J-BOLT OR Y2" TITEN HD ANCHOR @ 24" O.C. W/ SEE PLAN MAX. - MIN. 6" EMBEDMENT 24" STEPS a SEE PLAN FOR OPT. ° STAIR INFO. IF ° CONCRETE STAIRS ° a FORMED & POURED MAIN HOUSE W/ (1) #5 EACH STEP ° SLAB d a a f (2) #5's CONT. T&B ° w/ #3 STIRRUPS AT a 4-0 WHEN DEPTH L° - a 4 Q e ° EXCEEDS 30" GARAGE OR "' Z LOWER SLAB SEE PLAN ° 1'-4" SECTION GARAGE MONO 21 SCALE: N.T.S. N N co `G w- q W .6 c 0 h - - ti N .. Q �Zc., y Q ae r `a 3 3 i C u o a ,]k ij'�� P" c . 1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W 0 v E coa 8 N 0 (a O CODCW 0W_ ypy Go Y/ rn n ^ J rn M Q = � LL u, Juiii , a = m c 0" o to W= N �� m co coOLL L)Z < W ❑❑ o� z co N z � � 2 -J N TN 7C3 ro M O^ o � Q) N ! I N y R3r-- to U � _ c IBM J s Z L ' C� 0 • � J z. 0 th Z `n � Z J h LL. (O L W z z o LL <� CU V oa z Q4 0- o E oQ � M ag aW t w� <o m� u7 oLL zz m <w J Q� ee� O Q J U W wp �w m <a M r O = ,o E ^/ > C0 Ll 0 tT 0 co Ln r = r LO Cr 0 N Ln 4- 0CD 2 � M C) 0)o Li'i N Lco ,Zo ' M t6 7 00 tq LO Z z E T c d U J Q o J JOB NO: 23-06120 SCALE: AS NOTED SHEET NO. D1 (MONO) GARAGE SLAB 1'4" SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. & ADDITIONAL INFO. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULDE/PLANM OPTION B CONNECTION INFO OPTION C 4; EXTERIOR SHEATHING COMMON BM. TO POST ATTACHMENT A ATTACHED PER SEE ROOF PLAN 2X4 STUDS w/ SIMPSON NAILING SCHEDULE SCALE: N.T.S. SP1 w/ (10) 10d NAILS FOR BEAM SIZE & CONNECTION INFO. BM. SPLICE OVER AT BASE SEE J/S6 FOR . A A CENTER OF POST MORE INFO. SEE PLAN FOR TOP EAM 2X4 BASE PLATE W/ o 0 0 SIMPSON LSTA30 w/ (22) 10d NAILS OR o " " �" SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS SIMPSON (2) HTS20 w/ (14) TO FLOOR GIRDER 10d NAILS TYP. U.N.O. \—SEE PLAN FOR BELOW @ 16" O.C. CANT. IF SEE FLOOR PLAN FOR INDICATED Vv COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) 16" FLOOR SYSTEM FLOOR GIRDER MIDDLE SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION CORNER SEE FOUNDATION SECTION @ FLOOR PLAN FOR MORE INFO 5" CONNECTION 22 COMMON BM. ATTACHMENT 18 SCALE: N.T.S. SCALE: N.T.S. WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 7 SCALE: N.T.S. 2x4 #2 SYP NAILER. NAI TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL ROOF AND EXTERIOR SHEATHING EACH TRUSS TO ATTACHED PER NAILING NAILER w/ (3) 10d ;7__SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ IF 2x DOUBLE LEDGER, FRAMING PLAN ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d ZAND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/1312 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" = 1'-0" COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR —��— CONNECTIONS V INFO. Y2" CDX PLYWOOD OR 7/s' O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES &BOUNDARIES ---�.. 2x4 #2 SPF STUDS @ —�-�— 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ V EPDXY ANCHOR OR 2,` J-BOLT OR Y2" TITEN HD ANCHOR @ 24" O.C. W/ SEE PLAN MAX. - MIN. 6" EMBEDMENT 24" STEPS a SEE PLAN FOR OPT. ° STAIR INFO. IF ° CONCRETE STAIRS ° a FORMED & POURED MAIN HOUSE W/ (1) #5 EACH STEP ° SLAB d a a f (2) #5's CONT. T&B ° w/ #3 STIRRUPS AT a 4-0 WHEN DEPTH L° - a 4 Q e ° EXCEEDS 30" GARAGE OR "' Z LOWER SLAB SEE PLAN ° 1'-4" SECTION GARAGE MONO 21 SCALE: N.T.S. N N co `G w- q W .6 c 0 h - - ti N .. Q �Zc., y Q ae r `a 3 3 i C u o a ,]k ij'�� P" c . 1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W 0 v E coa 8 N 0 (a O CODCW 0W_ ypy Go Y/ rn n ^ J rn M Q = � LL u, Juiii , a = m c 0" o to W= N �� m co coOLL L)Z < W ❑❑ o� z co N z � � 2 -J N TN 7C3 ro M O^ o � Q) N ! I N y R3r-- to U � _ c IBM J s Z L ' C� 0 • � J z. 0 th Z `n � Z J h LL. (O L W z z o LL <� CU V oa z Q4 0- o E oQ � M ag aW t w� <o m� u7 oLL zz m <w J Q� ee� O Q J U W wp �w m <a M r O = ,o E ^/ > C0 Ll 0 tT 0 co Ln r = r LO Cr 0 N Ln 4- 0CD 2 � M C) 0)o Li'i N Lco ,Zo ' M t6 7 00 tq LO Z z E T c d U J Q o J JOB NO: 23-06120 SCALE: AS NOTED SHEET NO. D1 (MONO) COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR —��— CONNECTIONS V INFO. Y2" CDX PLYWOOD OR 7/s' O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES &BOUNDARIES ---�.. 2x4 #2 SPF STUDS @ —�-�— 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ V EPDXY ANCHOR OR 2,` J-BOLT OR Y2" TITEN HD ANCHOR @ 24" O.C. W/ SEE PLAN MAX. - MIN. 6" EMBEDMENT 24" STEPS a SEE PLAN FOR OPT. ° STAIR INFO. IF ° CONCRETE STAIRS ° a FORMED & POURED MAIN HOUSE W/ (1) #5 EACH STEP ° SLAB d a a f (2) #5's CONT. T&B ° w/ #3 STIRRUPS AT a 4-0 WHEN DEPTH L° - a 4 Q e ° EXCEEDS 30" GARAGE OR "' Z LOWER SLAB SEE PLAN ° 1'-4" SECTION GARAGE MONO 21 SCALE: N.T.S. N N co `G w- q W .6 c 0 h - - ti N .. Q �Zc., y Q ae r `a 3 3 i C u o a ,]k ij'�� P" c . 1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W 0 v E coa 8 N 0 (a O CODCW 0W_ ypy Go Y/ rn n ^ J rn M Q = � LL u, Juiii , a = m c 0" o to W= N �� m co coOLL L)Z < W ❑❑ o� z co N z � � 2 -J N TN 7C3 ro M O^ o � Q) N ! I N y R3r-- to U � _ c IBM J s Z L ' C� 0 • � J z. 0 th Z `n � Z J h LL. (O L W z z o LL <� CU V oa z Q4 0- o E oQ � M ag aW t w� <o m� u7 oLL zz m <w J Q� ee� O Q J U W wp �w m <a M r O = ,o E ^/ > C0 Ll 0 tT 0 co Ln r = r LO Cr 0 N Ln 4- 0CD 2 � M C) 0)o Li'i N Lco ,Zo ' M t6 7 00 tq LO Z z E T c d U J Q o J JOB NO: 23-06120 SCALE: AS NOTED SHEET NO. D1 (MONO) I'lll_I - —L - I I I I I I I --------------- (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED ON FLOOR SYSTEM TO MASONRY WALL BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE DS SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT N.T.S. G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR AO SIMPSON SP2 w/ (12) 10d NAILS JAMB STUD 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP OB SIMPSON LSTA24 w/(18) 10d NAILS P. x 4 SPF O SIMPSON CS16 w/ MIN. 12" END P PLATES r LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS (2) 2x HEADER G SEE PLAN O 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. BASE PLATE PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C „� H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 _ EWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP 4. A7(2)1- 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS " B O INTERIOR HEADER 2 x 4 #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. AT 16" O.C. U.N.O. (2) 2x HEADER G EXTERIOR HEADERS E F nP SEE PLAN (1) 2x SILL PLATE W/ (2) 12d TOENAILS. l l F F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE g" 1 SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING K*�5� AND EXTERIOR ATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER 2) 12dTOENAILS. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK �I" ` FLOOR DECK W/ 10d NAILS @ 8'l ; • `l� . `. FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM SCALE: N.T.S. (2)- 12d TOENAILS 2x4 TO TRUSS TOP GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL AO BELOW AND ALT. BLOCKING INFO O 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT SURFACE U 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO % BLOCKING O 1-1/8" RIM BOARD 8d NAILS @ 3" O.C. JOIST SEE PLAN WALL SHEATHING (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" GABLE END RIM JOIST O.C. (MAX) AND @ EACH SEE R/S6 FOR END OF WALL UNDER CORNERS CONNECTION INFO TO MASONRY WALL (2) - 10d TOE NAILS EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 80-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER MIN (3) 2x #2 SPF STUDS @ (1) 2x SILL PLATE W/ (2) 12dTOENAILS. END OF HEADER SEE Q/S4 FOR EXTERIOR HEADERS REQ'D JAMB INFO (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL NAILING SCHEDULE \ FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7) \ ` TIE BEAM 10d NAILS & (4) 1/4'l 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER CONN. @ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. 191 SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF V 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD \ PACK W/ 10d NAILS ` (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1/4"x2 1/4" `. TAPCONS FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] �0 SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIC U.N.O. ON PLAN 2X CONT. RIBBON - TYPICAL BLOCK WALL ------ _ (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4'l 1/4" TITENS GIRDER/COL. CONN. )R 2 PLY GIRDER USS. SEE PLAN FOR )NNECTION. =E PLAN FOR CONN. - 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS 2nd FLOOR SCALE: N.T.S. SEE PLAN FOR CONN. SEE PLAN FOR COL. SIZE I I I NAILING AREA (TYP.) I (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER II (BLOCK SOLID) SEE PLAN FOR COL. SIZE T = SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ MIN. 6" EMBEDMENT �SEE FOUNDATIOPLAN FOR FTG. REQ. 2 STORY COL. @ GIRDER SCALE: N.T.S. 2x4 STUDS PER PLAN • DOUBLE 2x4 TOP PLATE • 2 WS10d@ 3 O/ A XTF N • �T��B 2�4 TO A PROVIDE 2x4 ON—/ TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'4" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE F STUDS 2 2 3 () x #SP INSTALLED AT EA. END MIN @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB 2x CRIPPLE AT EA. INFO END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS FLOOR DECK @ 8'l SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED 3 HEADER CONN. @ 2nd FLOOR/"**4 SCALE: N.T.S. TOP SPLICE LDOUBLE 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @3"O.C. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTIOI OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT' CLIPS) NAIL BACK LEG OF CIPPLE' HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUT; DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C.TYP T&B (2) 2 x #2 1 SYP U.N.O. / 2xCONT. T& B :'-' (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. l BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT TOP AND SIMPSON SP1 w/ (10) 10d - — - - - NAILS AT BASE =!, '"PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS 2x CRIPPLES TO SITUATION. CONNECT G.T. TO MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END --- (2) 2x SILL PLATE 2x STUDS @ 16" O.C. ALT. HEADER ANCHOR $ SCALE: N.T.S. N N haN F F F S S 1 l �i�`�ti NWII I I!141`l�� 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 0 Q U 0 VC11 � OF O •� 00 c? N rp Q coILL.0 _ W 0 W O N O W ' 05 cp m LLODMZaJ Z N OU W ❑ ❑ z N th o� z n Q J N w N z � � a {� w tiU o O w o � � w �V) U) — s ?f.. U o 0 M M _1 Q z � o Z a L.L zo o�Qo � n a Co oa _ o �� �Qoz Z m t w 0 o tt � <o mo o� Z Q) m J <w �O Q U m w= v zl< d F 0 3 52O s = > ('7 m 0 QLi 00 (10 Ll T^ T L O .� rn o U") N Q � r M � o Z M z E f— N m a E 0 _j ¢ o JOB NO: 23-06120 SCALE : AS NOTED SHEET NO. D 2 3 _ W 0 i N 0 N 0 J N c0 0 I N N Wri 0 L 0 Q' 0 rn 3 N 0 a C3 0 0 z 0 Cl- ILZ i a v 0 M O u7 rO CL 0 M CV 0 !L2 rc 0 d 0 w s m 0 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT ATWINDOW 4) SEALANT JOINT BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME Tf 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 resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. S DO NO' BOTTO n Ar.ir_ SELF -ADHERED FLASHING HALF ROUND WINDOW WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING 1 (SEE DETAIL WP07) WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) 4SHING 0 SELF -ADHERED FLASHING 1 Q 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) ' SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK E AM WINDOW UNIT FLASHING REQUIREMENTS DOOR ROUGH OPENING SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 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 EXTERIOR 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 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 i 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 building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. Jill I 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 1 CEMT. FINISH SILO POTSHELF/ CHIMNEY SHOULDER , Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB&HEAD FLASHING R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FFLASHING, SEE LANGED WINDOW SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied (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, a (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and RELEASE AD ADHESIVE OSE EXTEND A MINIMUM 6" contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM 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 <> g manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 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 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. 1 INSIDE CORNER E ' 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 Res'stant Barrier 7.7.At built-in autters. _LF-ADHERED FLASHING ETCH I Lath Sheathing Stucco �1 tk l JOIST + BELOW I SELF -ADHERED SELF -ADHERED FLASHING FLASHING 20 LJ SELF -ADHERED FLASHING SELF -ADHERED FLASHING I 3" MIN a , SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING , SELF -ADHERED FLASHING • , • FOUNDATION WEEP SCREED EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER SELF -ADHERED FLASHING 2xFRAMEWALL PRODUCTS DETAILS TILE FINISH ✓ I ..\ STRIP OF SAF LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT Q lud BARRIER (WRB) WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO C 1/2 DUROCK > j G BOND BREAK WEATHER RESISTANT BARRIER - BOND BREAK WRB SELF FURRING ( SF) LATH PER THE FBC RESIDENTIAL 7TH EDITION (2020) a I PLASTER ACCESSORY 'OSB', SF LATH SHEATHING, PLYWOOD, DENSGLASS 1'-4" PER PLAN z Detail Instructions Refer to the number marked as # in each detail that corresponds to the 1'-0" PER PLAN - / ; �' I WRAP DP WRB ONTO THE VERTICAL numbered items in the list o mstructions below: SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 1. Install self -adhered flashing in order as shown by numbers SLOPE 8 " CMU � I 3-1/2" INCH FLANGE 2. Install flashing and weather resistive barrier to form water shedding laps 4 OR 8 CMU �. 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) ° 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT a a embedded in the adhesive layer) - for ease of installation and to a_ minimize scoring cuts a a a- 5. Remove all release paper per standard installation instructions and .° _ 0 adhere to substrate using a square piece of flashing material (6" x 6" uJ L) Minimum) SLOPED MUD BED ° _ LU 6. Fold as shown by arrows a ¢ w 7. Angle of corner may vary, adjust folding of the flashing accordingly to Cn fit tight to corner VINYL SHOWER PAN oz 8. Mechanically fasten as necessary �' SLOPELH a a 4 Q 4 4 d ` a SHOWER SEAT THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER \STER STOP A NTINUOUS BACKER ROD ,EALANT MENTITIOUS FINISH FRAMING SHEATHING ANE WRB WRB Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all N H A J 1 11a t CX rt o a m H Ti N a. 3 m � w a E� o Z rr u .3 j i � u f C.0 0 cM GV O CV rn 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 4 E O M 8 V p O 0 N 0 m to N ��,co � a N ik Q co -4-LL C J u W (� _ W Z ° - V" ` L l9 p _ Y o � ',� N rD , 0 0) m =� LLW co NZ¢J Z N O U < U W El El L N th o Va z o Q � E3 V) 0 0 Q) 8 lL n Mw � m V O^ t>/ ! w o r N U) w j - E rI L Y p�� C ) W o N � S III 0 7 Z M J p � z Q ¢ oN' a o Ea V �e o a ry o E o 0z 8� Z yJ I- ¢ w Q w cn C � C Qo oY 'o o� Z J ° C< Zz Z Qo W T � � wLL aw � m ¢� 0 Fr o w a< �6 ;o M <t zla u � 0 3 O 'M O ai m cc c� 00 T� LO .2M N Ln O M O CD .� rn N Ln N Q r U') L' 00 M � uo o Z M Z E r N r1 U � Q p _J JOB NO: 23-06120 SCALE : AS NOTED SHEET NO. WP1 1, - I -- J I II LL - - - HURR/C/aNE Mounting Brackets ?1 D Gauge' 4-112" x 4-1 r2" x 2-12" See Anchor Schedule Bolts 112' Dia- A32S Gab ITyp,) D ' t14Self-frilling jCfCYvi A/C Unit aL ctunt Edge Hurricane Strap (Tyftiral 3 in front) Front Cross Support (May' be cut to W) Left Bracket 06 Gauge) # 14 Self -Dining Screws Thru Brar.kets S Bask Cross Support Into ArC Unit Bottom Side (Typical: 3 each side for hurricane iso) 1 o-s/s/1 yi ig Washers / Self -Lacking Buts `+1,..r.h. om.r lWanvl iii r-raid.. III - III, d wit1:1-1111-1!;ln -1'r RI-, fD[�4aaeKd P.04td Seal Dfawirug a1•A"r, upon inog at (gddiL • fax Witt aPovl Tt Back Cross Support (May i,a <Lit Tn Wit !\ Right Bracket (m6 Gauge) Florida Department of Busrtess & Professional Regulation Page 1 di Building Codes and Standards u 1 Product Approval Application Detail t:s - Ermy ar 090 tide "Hicila Data 7VJ�f Verson Manmfwurer Cr"-m enalmora uictxsse V?ACW94 Its Validated )Fullsig.d.411 M Approval Adds Y99 eta" Affirmation 2020 Smart Vent Products. Inc Mchael Graham Hermes F Norero P.E. Locke B-nian P E 12/162020 12/162020 122S2020 Approved C'u'dory: anxturel Components (877) 441-8368 PE-73775 03l)300-1800 3ubCateipry: Products introduced Result of info@smanventcan Neu, T-oiogy Compliance Method: EYalu ben Report from a Florida Registered Architect or a Licensed Florida F Lad622428 Products Prdesslonal Engineer SsoA Product Modal rksr,bar I Noma Quality Assurance Product Dasr:megn contract Bakal 096 /gprov&dforUse In HYHZ Approved fa Use publics HVW birract RasKtmt ovalaL7 1 fimanvent Mo 6154011/ Dual Funcbon Flood and Ventishm Vent 12(512023 Yes Yes NIA •io) _100 2 S_,.t Model#15405tI Duel Fu.=Flood and VenaeNo-Vent 12*1/2023 Yas Yes N/A •100A 100 3 Smadvent Male)#1546520 hsaated Flood Vent 12f31r2023 Yes Yes NIA •1001.100 4 SmartVent Mooel9 54D521 in"I-Flail Vent 123 2M Yes Yes N/A •100100 5 SmaNVmt Model 9104D524 16&q d; Garage Ooa Flood Vent 12r312023 Yes Yes NIA N/A 6 SmartVent Mode 1 #1540 570 Wood Wall Insulated Flood Vitt IZ)3112023 Yes Yes NIA •100A IDO SmadVent Model*1540,574 14.511qud: Gen ge Door Flood Vent IW12023 Yes Yes NA WA Florida Department of Business & Professional Regulation Page 1 01 Building Codes and Standards 1n4rn21 Product Approval Application Detail COM Fiti or 99!! 90 Date Pandly Date TIM Vanrm 1 Contact Fndnar &Lirrnse Validated BY 4Nid W Si ag I'l AmroVN Amp ad still. ReNsian 20M Dt I Me at, Inc. Jason Shumate Zachary R. Priest Locke Bowdon P E. 08/10/Z020 0810S2020 0620non ion20 AW-d Category: Roofing i502, 303-1511 PE-T4021 (3341 300-1800 SubCxeeory: Metal Rooeng jshurttte�droxmel.cam Compliance Method: Evaluatlon Report from a Florida Registered Archkact or a Licensed Fbrltle Praessional Engineer FL#17679.RE Products QuaMtrAssasnce Approved for Usa Approved for Use Impact Cell Sep # Product Modal. Number or Name Product Description Contact exdrarl i Date In HVHZ Outslda 11*2 Resistant Pressunir 1 Dreael Metal Roofing Systems DMC 10ONS.. DMC 150SS, DMC 115S, DMC 2005, 121]12025 Yes No NIA 10/-180 DMC 5V Florida Department of Business & Professional Regulation Page 2 or4 Building Codes and Standards IMM23 Product Approval Application Detail f92 code ;g$„ya g Date Re Date liandm 2mi yorsion Manufacturer Eradnaar&License VadclaladSy Validalad Siabmted-1 FBCAooraval Romawe StatusRevision 2020 Therma-Tru Corporation St"t, Jaspers. Lyndon F. Schmid. P. E. Ryan J. pang. P. E. 04/152021 12I31020 2 0422/2021 06/oWD21 Ap vr Category: Exterior Omrs (800) 843-7628 PE-43409 8134 167-6555 SubCategory: SwhOhg Exterior Dear Assemblies sjasperaont'gthernwruc Compllmcs Method: Evaluatd, Report It=a on,Florida Registered Archaed a e Licensed Flontla Professional Engineer FL#201aB-RS Products 0a9t,stisavaarce Amoxd ea Use Avor-ed for Use Imoad Desm'r 2211 Product Model Number ar Name Product DescrioHon Cataract Emiration Oaae in HVHZ Outside HVHZ $ggy$� pros e 1 e. Themne-mu Fiber-Cbmteend Si moth -Star Nominal sell Spud'. ImpadBqua: Opaque 12/312026 No Yes Yes NIA Composite Edge Fiberglass single Door (Ir-ooetswing'. X configuration) 2 b.Therme-Tru Ftbsr-Ckssic and Smooth-Stirh Nomal6'8&quci Impitcl": Opaque 12nl2026 No Yss Yes WA Composite Edge Fiberglass Singe Door witn "Itte(sl (Ins#ng/Outswing. XO. OX or OXO -figurstims) 3 c. Therma-Tru Fiber -ass -and Smooth -Star Nomhal6'.6"lmpad8quot. Opaque 1213IM26 No Yes Yes NIA Composite Edge Fberdess Double Door •adh or wthart sidel fenswx,g/Out-sig XX a OXXO configurations) 4 r1 Therms-Tru Flier Clafec and Sneoth-Dar Nominal 8' 0 8q.ot erpedfIwot Opaque 12/312026 N0 Yes Yes N/A Composite Edge Fiberglass Slagle Dow (hs',ingrow -'rg:X coAArrotioN 5 s. Therms Tru Fib- Clsi- end SmadhSter N-se 8' O aqud;hpactasryot Opaque 12131202E 140 Yes Yes N/A Composite Edge Fiberglass Single Ooawth Sidelter, ) Ins:,ing/Out eing.Xo OXa OXO cofigunlios) 6 f. Thermo Tru F@er-Claesk and Smooth -Star Nominal 88#39:08qud:6,pad&qud Opage 12r3l2026 No Yes Yes NJA Ccmpcate Edge Fibergkss Double D.-Mir or wkhout SJdsR-IlnrarinWCx,1 ving;X%o OXXO eofigunatima) 7 g. Thanms-Tru Fiber -Classic and Smooth -Star Nominal 69#39:8 &qud:trrpecl" Glazed 121312026 Pb Yes Yes N/A Composite Edge Fib -glass Single Door (nvAr g/Outs•4•ing: X cdlA@urason) 8 h. 11,.-In. Fber-Cl...... d Smooth -Star Nomrna 6'88tgud:brpatl&qud; Glazed 12/312026 No Yes Yes NIA Co podte Flogs Flb-glass Slage Doer Vm Sdelte(s) IIns4inggwsv.+rap; XO, OX a OXO ecnfguratia,ai 9 1 Them and Smooth -Star iru Fiber -Classic NaNnra 692U.88qua;hpad&port' Glazed 12t312026 No Yes Yes WA Caroxeite Edge Folderol- Doulak Door Yxth or in hoot scats- (Inswingfoutsuang: XX or OXXO eCn9gJaslona) 10 1 Themre-Tru Flb r-Classic and Srrodh-3tar Nominal sail &qud:anpad&wPI. Glazed 12/3112028 No Yes Yes N/A Cr Ovate Edge Fiberglass Single Dow (having/Out-ing: X cmilguradon) 11 k. Thorma-Tru Fib --Classic and Smooth -star Nominal 8':08qud:kmped16qud; Glazed 12(3112026 NO Yes Yes NIA Composite Edge Fiberglass Since Door won Sides ts) iinsanngaO,Aswng, XO. OX or OXO cofiq rsti-,I 12 1Thomre-Tru Fiber -passe and Smodh-Star Nominal II&II .0 &CIUQ:npad&WOL Glazed 121312028 No Yes Yes WA Compose Edge Fiberglass Double Dbxr wiN or wthout additee OneeingloutaWng'. XX or OXXO cmflgurationsl 13 on. Th-msTru Fiber -Classic and Smooth -Sir NatemN 64a 8&qud:lm sicl&qua.' Glazed 12/312026 No Yes Yes N/A Moloo' Open Composite Edge Flborglass Shot Door ahawing/Out 4•Ing'. X co frgura8om) 14 n. Thelma Tru F-bar Class c and Smooth -star Nmunal 66#39 4 Squd:hpadarNd; Gkzed 12/3112M Pic Yes Yas WA Mokiad Open Composes Edge Fiberglass Single Door with O-d Molded Open Sideliteis) ism Wng,0utswlrg; XO, OX o OXO -figurations) 15 o. Thelnre-Tru Fiber-Gesac and Smooth -Star Norm 68.0139.8 &qp t.nnred&qud, Glazed 1273112026 140 Yes Yes WA Molded Open ComposAe Edge Fiberglass Double Door with -il hout daesd MWd4d Doan Sideates f ln-ngaOutsurng: XX or OXXO confgufatlrna) 16 p. Themes-Tru Fito -Classic end Smaah-Star Nominal 68#3g;8 4P1d:IMPsa&qu01: Opaque 12/312026 No Yes Yes N/A Compoule Edge Fiberglass single Door wth Molded Open STdNte(s) (Inewng/Ousxing; XO. OX a OXOcou'll alb") 17 q. Thera-Tru Fiber -Classic and Smooth -Star Nominal 68#39 88oud;lmpad&quest Opaque 12r31r2026 Nc Yes Yes WA Caicos%, Edge Fl-gl bass Double DOa r,th or wbout Glazetl Molded Open SWettes (Irr-norOutawing. XX or OXXO emfiguratims) Florida Department of Business & Professional Regulation Page 1 d1 Building Codes and Standards 15 021 Product Approval Application Detail code SwOy or D" Dal. We PM1dno Die jygg Varsbn Ma estaclurar CoNad Eirdnea &License Valldatisiol By validated Submitted FBC Appraise Status Revd- 2020 PGT Industries Jens Resowskl Msml-Da.da I)CCO -CER Mr.- Dad* SCCO -VAL IV19/2020 10252020 ll242020 Approved ceagory: Exterior Door (04,) 486-0100 (766) 315-2590 Subcategory: Slang Exterior Door Assemblies )rOsaysla�ppintluudes.0 Cgrnpll- Mehod: Codification Mid, a Listing Om Fra2514933 Products Qualm, Assurance Aaorovedfath, Amaved for Use I. Maim Sac# P='t ModDsra al MurnName Product 0-imspnn Contract expiration, 090 k, HVHZ Outside HV14Z Raslstart Pressure 9 - a 5570(La rge Masao impadl \An)/sting Glass Do- "1,12(121 Yes Yes Yes WA March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEET(2023) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS ITherm A. SWINGING aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2026 The rmaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67,0 psf 12/31/2026 The rmaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2026 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.71-38.7 psf 4/14/2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2e WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 NIA 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6/22/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 Pella Corporation Series 10/20 FL11161 +30.01-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 IFL15349.1 N/A 5/2512031 C. FIXED MI Windows and Doors Series 185 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.01-50.0 psf 7/1512024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FL15353r2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/2612026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc, Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/3012023 C. OTHER 4. ROOFING PRODUCTS Ar ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2025 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underiayment FL12328 NIA 6/2912023 Plyglass USA, Inc. (fir Tile Roof) POLYSTICK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580,3 NIA 12/31/2024 Lomanco, Inc DA4 Exahust Vent FL17202.1 +97,5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849r28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 MiTek Industries, Inc, Truss Plates FL2197.1 - FL2197.5 N/A 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527r5 N/A 10/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail 3 1 S4gfiS Fl1tIWSl 21111 2112 Date Pelno jj3j@ Tie Revision Version Manufacturer 2020 Therm -Tru Corporation corn EnDlneer&License Steve Jasperson Lyndon F. Schmidt, P.E. Validated BY Ryan J. King P E. daldlaCed S0MjteQ 07/23/2020 07/12202D FN Aftill 07/ Approved statu 10/1312020 Approved Category: F_xterior Doors (600) 843-7628 PE-43409 (813) 767-6555 SubCatrgory: Stivingirp Exterior Door Assemblies s)asperwriCtltemmtru.cc ComPllanee Method: Evaluation Report from a rn O Force Registered Architect or Licensed Florida "a Professional Engineer ' O W F1120470-R3 Products Quality Assurance Approsed for Use Approved for use M"X O Se a Product Motlel. Numberor Name Product DesonpUon Contract EarDlration Date in HVHZ Outside NVH �rR s � 1 a.Therms-Tru Fber-Classes and SmpothStzu Nominal 8$813quot:lmpact"'. Opaque 121312022 Yes Yes Yes sV Composite Edge Fiberglass Single Door !2C ly �rrC (lns.sing/Outswing; X mnfigursdon) -tea O a 2 b. ThermalFiber-Cla9sic and Smooth -Star Nominal 8':8 "lmpaot"a Opaque 12J3112022 Yes Yes s Amy N k- Composite Edge Fiberglass Single Door with Q Qa p Sidelde(s) (InswinglOuhswing: XO, OX or OXO 3 c Theatre-Tru F iEe Classlc and Smooth -Star configurations) Nominal 6S,,6 "impact"a Opaque 12)31 M22 Yes Ye O O X Yes t Composite Edge Fiberglass Double Door With or •'" Ct without Sidertes(Insw")Outsmrig; XX or OXXO V -� C 4 1Therma•Tru Fl ber•Classk: and Smooth -Star configurations) Nominal BJ' 08.quot,ImpactAquot Opaque 12/312022 Yes Yes q Yesro �{aAk Q3 Composite Edge Fiberglass Single Door • v a, 5 e. TI-erma-Tru F,to-Classo and Smooth -Star (InewngJOutswing; Xconfgurelion) Nominal 8'0 ",lmpact&quoL Opaque ty312022 Yes Yee j (j Q Yu� 4yN//C COmpoate Edge Fiberglass Single Door with , SidelRe(s) (Insv moiCtutsvdng. XO, OX or OXO Q `r!)� 6 f. Therma•Tru Fiber -Classic and Smooth -Star configurations) Nominal 8'0 "lmpact" Opaque 12J312022 Yes Yea Yes et-r NE Compashe Edge Fiberglass Double Door with or , without Sidelite9 (InsevirglOutemrig; XX or OXXO configurations) 7 g. Therma-Tru Rher-Classic and Smooth Star Nominal 699391,8 "Jn paCt" Glazed 12/312022 Yes Yes ve6 ,J1IA Composite Edge Fiberglass Single Door (In"riglOutswirg; X configuration) 8 h. Therm-Tru Fiber -Classic and Smooth -Star Nominal8Ǝ "lmpact" Glazed 12012022 Yes Yes Yes WA Composite Edge Fiberglass Single Door with SidelRe(a) (Inn-inglOutswngl XO, OX or OXO configurations) 9 i. Therma-Tru Fiber -Classic and Shgoth-Star Nominal 84,09:89quotlmpact" Glazed 12J3112022 Yes Yes Yes WA Composite Edge Fiberglass Double Door with or Wthout Sdelftes (InSMN1OutSWrsg.. XX cr OXXO configurations) 10 j Therms-Tru Fiber -Classic and Smooth -Star Nominal 8',0 "lmpaa" Glazed 12/312022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door Ilnsving/Oulawing; X confiq-ton) 11 k Therms-Tru Fd,er-C)MIc and Smooth -Star Nominal 8Ũ ":lmpact"'. Glazed 12/31r2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door wrath Sidelte(s) (InsYAnglOutswing, XO, OX or OXO configurations) 12 I. Ttwma-Tru Fiber-Claasic and Smooth -Star Nominal 8':0 Baquotlmpact8quot, Glazed 12J31Y2022 Yes Yes Yes WA Composite Edge Fiberglass Double Door wall or without Sldelitas (Inemng/0utswing; XX or OXXO configurations) 13 m. Therma-Tru Flbar-ClaSSIC and Smooth -Star Nomin2l69#39;8 "lmpact". Opaque 12J31/2022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door Ath &quoLNm-Impad"a Sidelite(s) (1-mg/Outs ing; XO.. OX or OXO calf 2vrssbons) 14 n. Therms-Tru Rber-Cliau,c and Smooth -Star Nominal 6ྔquot;lmpact" Opaque 12J312022 Yes Yes Yes WA Composite Edge Fiberglass Double Door wkh "Non-Impact"a Sidelit-(Inwrg/Outswing; OXXO configuration) 15 0. Therma-Tru Fiber -Classic and SmoothSter Nominal 8'D &quorlmpact". Opaque 12131l2022 Yes Yea Yes WA Composite Edge Fiberglass Single Door with &qucrLNon-IrrTpad"a Sidelte(s) 0 nswng/Outsv ing; XO, OX or OX0 configurations) 16 p. Therris uFiber-Classic and Smooth -Star Nominal 8'0"lmpact" Opaque 12l312022 Yea Yes Yee N!A Composite Edge Fiberglas s Double Door with "NorHlmpad", Skdelttes(1-rig/Outswng; OXXO configuration) 17 q. Therma-Tru Fiber.Cassc and Smooth -Star Nominal 89939;8&qub,,Non-Impact" Opaque 12J312D22 Yas Yes No NIA Composite Edge Fiberglass Single Door (tnswrVoults Wing; )(confguration) 18 r Therms-Tru Fiber-Cessc and Smooth -Star Nommat 88#39.8 " Non-Impabt:&quct Opaque 1213112022 Yes Yes No INA Composite Edge Fiberglass Single Door with Sidelte(s) (Imv mg/Oute 4% XO, OX or OXO configurations) 19 s. Therms-Tru Filer -Classic and Smooth -Star Nominal 6'8"Non-Impact8quot Opaque 1MI12022 Yes Yes No WA Composite Edge Fiberglass Double Door with or without Sidelines (Inswnng/outai XX or OXXO configurations) 20 t Therms-Tru Fiber-Classtc and Smooth -Star Nominal 8Ɔ kux4Non-Impact" Opaque 12J3112022 Yes Yes No WA Composite Edge Fibeglassa Single Door (Inco -.9/0utswing; X nfg-tor) 21 rm u. Tirea-Tru Fber-Classic and Smooth -Star Nominal 8':0 " Non-Impact8quot Opaque 12/31/2022 Yes Yes No WA ComPoate Edge Fiberglass Single Door with scelte(s) (insvwng/Outswng: X0, OX or OXO confia urationsl 22 Y. Therms-Tru Fib -Classic and Snooth-Sbr Nominal 8'0"Non-Impe t" Opaque 121312022 Yes Yas No NIA Composite Edge Fiberglass Double Door Win or without Sldeltes frnswirglOutssmIg; )Ccr OXXO Configurations) 23 w. Therma-Tru Fibm-Classic and Smooh-Star Nominal 88U13R8 &qu.tNm-Impad&qu t; Glazed 12f31/2022 Yas Yes No NIA ComPoete Edge Fi berglaes Single Door (Inswirg10ut9wng; X Configuration) 24 x. Therms-Tru Fiber -Classic and Smooth -Star Nominal 68d£39.8 ".Non-Impact" Glazed 12/3112022 Yes Yes No N/A Composite Edge Fiberglass Single Door with Sidelkii 0nswing/0utswng.. XO, OX or OXO confguratians) 25 y. Thermo-Tru Fiber-Classlcand Smooth -Star Nominal 6'8",Non-Impacl", Glazed 12r312022 Yes Yes No WA Composite Edge FIbergass Double Door Win or without Skelites (Inswirg/Outmvmg, XX or OXXO configurations) 26 z. Therma-Tru Fleer-Closalc and Smooth -Star Nominal 8'0"Ncn-Impact", Glazed 12/312022 Yes Yes No WA Composite Edge Rberglass Single Door (I nswngl0ull-g, X configuration) 27 za. Therm-Tru Fdoor-Classo and Smootfi-Star Nominal 8&#:39;0 &quokNon-Irrpact8quot; Glazed 12/3l/2022 Yes Yes No N1A Composite Edge Fiberglass Srgle Door with Sdelte(s) (Inswirg/Outswng. XO, OX or OXO configurations) 26 zb. Therms-Tru Fiber-Glassx; end SmoothStar Nominal 68:#39;0&quoLNd,-Irrrpad8quot; Glazed 12r31=2,2 Yes Yes No WA Composite Edge Fiberglass Double Door wth or without Sidelines pnsia mg/Outswing; XX a OXXO confgurations) Florida Deportment of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 012 11512021 Code entmr or �t �L@ Dale PNltam �t MM Vorcim Manufitlmer s-sgi>E.ui. Endraar&Lkmrsa vaad I'd Br tlat yxtlgg FBC Amroval ngggygg Revision 2020 MI Windc4vs and Doors Sent Stinger Lois Roberto Lomas &even M UNch, PE 10/06=20 10108non 10/192020 12r152020 Approved Category: Extenor Dods 17171365-3300 PE-62514 1717) 317-6454 3;AtCaregory Slang Extent Door Assemblies bsmk,gar�mrwd.mm Canpilance Method: Evaluallm Report from a Fickle Registered Arden titect ors Ucsed Florida F L#16302-R8 Professional Engineer Produda Quality Amrame Amoyedfor Us a Approvs4 for Usa Impeu Dogla, aeu Jr Product ModM. N m,boror Name Product Descrldlon Cortract lzptatldm Date III NYHL Outside HVHZ Kesel Fissure 1 SERIES 420 ALUMINUM $GD SERIES 420 ALUMINUM SGD OXO 12/31202d No Yes No N/A 145U4&qudX80&qud: NON -REINFORCED 2 SERIES 420ALUMINUM SGD SERIES 420 ALUMINUM SOD OX. XO. XX 12/512024 No Yes No N/A 96&Wd;x80&qud, NON -REINFORCED 3 SERIE54MALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXD 1Z/312024 No Yas Nc N/A 145. 3/4&q.ot,S6&qud: 4 SERIES 420ALUMINUM SW REINFORCED SERIES 420 ALUMINU M SOD REINFORCED OX- 12(312024 No Yes No N/A XO. XX96&qu J:xS"quot; 5 SERIES 420ALUMINUM $GD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED XXX 12r312024 No Yes No N/A 143&quo1:x96&qua, Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagr t of 1 ta=, srg� Entire or - 291 gbd Data Pa rl gins T Verslm Manufacturer cortactEluMtuaerd License Validated ev Validated ted ,L&nwFOC Approval Approved starve R.,A- 2020 War Data,, a dvislon dOvsmead Door Dwayne Korelsh John E Scales Jeerer P Arnesm, P E 10/1 ]2020 D92WM20 10232020 12/16/2020 Approved Corporation (330)763-8121 PE-51737 (W4)821-52W Category. Exterior Doors dkomish@wayme-dammc SueCabgorlr: Sectional Eimer., Door Aasemblles om Compliance uoh": EYWuatlo Report fr... Florida Registered Architect or a Licensed Florida Professional Engineer FL#B24a-R20 Products $�Aunru� Ao mmulicru" Amr-sal for Usa know p- 3e49 Product Model reinter or Name Product Dascrlpria, Cartrad elmlratlm Doe k, HVHZ Outside tfYHZ K"Waut P_[g�SUg 3 80DOMI 018200#1105 903s, Max riitin. 14': M. height GI.Prg 12/31(2023 No Yes Yes 31.0005 00 aysikble in top or inUrtriedlste section. 10 8ON/SlOM20001123 16,039; ril width. 144#34. Mazhelgint, Glazng 12/31=23 N. Yes Yes 30.W-33.50 BVdlkbb in tap - n10mIW dale Stealth. 11 8000/8100/8200#1124 ,aM9Mexwidh.148#39: Mazheght. Glazing 1213l2023 No Yes Yas -34.401-38.30 awllMmk In top or intermediate s e loh. Florida Department of Business & Professional Regulation Pap 1 of 1 Building Codes and Standards If2021 Product Approval Application Detail rII & amity or am 2U Dose sending RK2 j},gp Versim Manrdadurc ValdMed By Validated sulam rand FI3CAmrosW rlypo otiee Status Re,i- 2020 Curdles Dvel of AADG. Inc Tom Rainey UL LLC Troy Bishop. P.E. 12JI 02020 12101/2020 12/212020 Approved Caegay: Ext-ior Doers (641) 494-2813 i:954)947-0880 "Category: Exterior Door Components tan rettalrQesseeblsir- Compliance Method: CNtifcetlon sets orLatina FIM1837-RB Producls m Awl Product MouY. Numbs rr tams Quality Assurance Product Oasalolion [ortrad Eaatratlon Dalo Approved for Use Approved for Use in HVKZ Dutoda HVN2 Impact Desla assistant Pressure 1 so .107, 727. T47, 757, ??7 end 847 Single ercl Pets d Flush, Grazed. and Lout-ed single end pairs of12f312025 Yes Yes Yes WA Do's hi metal doors. iLffilie�BR Coin jam• Version Manufacturer Revision 2020 MI Wiodow/s and Doors Category: Wndgwa SubCategory: Single Hung Corlpllance Method: Certacagon Mark or Listing ey,rq§ Product Model Wi nicer w Name 2 185 SH Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 & 2 1 Fa/Z021 a tl iv Date Data Data Pastime Dar. Conrad En s ser & License Validated W Validated Submitted FBC Ammyal Aporoyed Status Brent SYtllnyer American Architectural Stereo M. Unch PE 11/172D20 11/17202C 1127/2020 Approved Yi7)3E5-3300 Men urectaers As oatim (711)311-8454 bsainger6m1 d.com Qual#V Assn - Amornyed for rise Amrm/ad for rise i,Mgact Design, godud Mscnmlon eolmaet ElmlrffiIm Dale In HVHZ Olaslde HVHZ limu.rs 52x72 I'mPange Frame IG63 Single Hung 1 ON82023 No Yes NO +60l-60 Lemmeted Gass W -C �r U Q� Q O 2 CU - N a ca c 0 0 0 o O U- .0 � �CL CEC L � O L M -0 O . � ''V1^^ J U) L. CD E Z W I� O L CL L U O L� W C/) U m Q O L W W Z Z Z Q J li SHEET NO. PA 1,0. 11 1 (I _ I I L I l - 1 — - - - -- L1 _ LL I N C- Cn Florida Department of Business &Professional Regulation Pages dig Florida Department of Business &Professional Regulation Page, of Florida Department of Business & Professional Regulation Page, d, Florida Department of Business 8 Professional Regulation Page,, a U Building Codes and Standards 1(2e12022 Building Codes and Standards fsm21 Building Codes and Standards t,s12D21 Building Codes and Standards 0 O Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail tL L— ... W COd6 Q$i� Daft .: _ Revs, Ma ufaeturer version R En lneer8license Valldatetl By E. 1"61)7=21 10/D712027 M18r-' 21 091t82021 FBC Approlval 1211E Approved 1Qr132021 721t52021 tun Approved 53113. lest Versla, Manuraclurr 1:t18n, COritag Nsolinm A uphill Vail"" By Dora � Data Prldo-w 2ilg Validated submitted FBC Arnroval Approved eta= ?yea yp=on Mrwrxturx 'lJr BULB. �g�, Endn.ara Liume Validated re, W& MR V Ndt g Submitted Date P"Xi Fac A®rorn �Lg Admire pp B{$ya S-4� T1'� y3BIPII Manufacturer �SffiYor Endrwara LN:rrss Validated siv fit!_� y�{pq submitted FgCI �{yg O � /��F � '^ U% Revision 2020 Throne-TruCorpofD Category: Eater"ror Dons Steve 43-76 8 Lyndon F SchmiM. P E Ryan J. King. P (BOB) 843-7620 PE-43409 {813} 767.6555 AnMnatbn 2029 PGagorr tries Jens RM-010i Memi-Dade BCCO -CER Mami-D.d BCCO -VAL 1 iN52D20 11/052020 ,tM 172020 Approved Reunion 2020 MI sMndews and Dons & &URedurai Sewn M. Unch. PE 1 W0820M 10l082020 tan 52020 Appraed RnM— 2020 NI Wlndc4esand Doors BrentSttFrgr American Arcisedural Steven M Unch. PE t12212020 1122J2020 �� 1128/1020 App®eda„ U '}A Buniplanory:Swinging Exterior Door Asaoma sjaspersonCthermaNu.co eategmy:vWndo,vs (941748G-9100 (786)J15-2Fi90 Category:Wndbws 7) 365-3 D M—linAmerican 17t7)3B5.3300 M.nufictursrsAss¢ladon i?17)31T-B451 Caepbry:WnOows tr17)]fi3-3300 MenufidurrsAss¢enon int7)3tT-8454 taaidmpergmwd.crn ' a IA V Compllano0 Mt/1hotl: EYaluation Report troma m sWcffiepary: single Hun p Irosoaskl ndusutae.c tgpgd SubCa epory: Ha@omen Slidr Dxtlm had.com germ SubCmpory: Hxed Compliance Method: CertifrcMion Made q W Florida Registered Archaect ore Licensed Florida Carpiiann Membd: CwNcation mark a Listing om Compliance MrhoQ Crtilkatim stark ce Listing r Listkhg `L` r� rZ ..,,, O i, j 0 Prcfeamcnial Engineer f ar2aeR28Producis FLr 5551 is, Products FL#153a9-R14 noducts ` � L O F LJY,ide81-R7 Products Ousdgv A+rat aru Aperaysa far Use Approved for Use De.im Quality Assurame Approved fat Use Amend for Use 1111ml Co919D Qdlty Ase�e - Aprnvad for us. rated •r. izozo O Quality Assurance Approved for Use Approved for Use Impact Deesion e�ql' PfodlMi MOOM. Number M Name Product Description COrIUdN Clmlratlon []ale broad hl ll DutsKN MFVNZ Re Pressure Ssp� Y Pratluct Modsl. IYanbr u' Nanw Product Destako n Contract Eadratia, Dffio un RVjZ Outside NYNZ ReslR=tad Prassu eat $B4Lf Product Model. Number or Name Ptodul Desn'Ylnon ConllMi Eadrffila, Dffi! III HVKZ outside HVNz flestirj]IB Q- O LL Seq N Product Model. Number pat Name product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 2 9H5500 itarge Mrosse knpnd) vnyl Single Hung Y,rMw O7r102025 Yes vas ves Wa I HS IM Rn and Flange Frame 73x621 nsukted Glass 02182024 No Yes No •55/-55 1 185 PW 73 x 72 Insisted Glass 04/032023 No Yes No yy L� ` }d 1 aTherma-Thu Fiber -Classic and Smooth -Star Nominal6U39:B":Non-Impact" Opaque 12/3112022 No Yes No, WA � ro > Composite Edge Fiberglass Single Door 3 � O (Inswing/oulswing; Xconfiguration) Na Yes No, N/A • a Q rL -0 E A ♦ O 2 b. Therma-Tru Fiber -Classic and Smooth -Star Nominal &gist Non-Irrped", Opaque 12I312022 Composite Edge Fiberglass, Single Door with r W � SidelWs) (Ins—grOutawng, XO, OX or OXO V C U'^) vJ OonFguretiona) rti O 3 c. ThermaTru Fiber -Classic and Smooth-3dr Nominal 6'8&gsaTNon-Impac%quof, Opaque 12f31/2022 Fiberglass Composite Edge Double Door wiin or No Yes No WA Q q Q, i CU without Sidelites(lnswirgrOutsvnng. XXor OXXO '- �'� V configurations) V iy C 1L O 4 d Themha-Tru Fiber -Classic and Sm-roth-Star Nomiml7':0"',Non-Impact".Opaque 12i31f2022 No Yes Nb WA y Composite Edge Fiberglass Single Door pnsrdrxy0utawing; Xconnguration) ^q 5 e.Therma-Tru Fiber -Classic and Srrooth-Star Nominal 7'0&rquot..Non-Irrpad", Opaque 12r3l/2022 No yes No NIA t C Composite Edge Fiberglass Single Door with s f rnernse-Data Fiber -Classic, end srnoan-star Sidelte(s) (InsimnglCut—rig; XO, OX or OXO onfgurations) rJannal 6s;o"P4on-Impad>a[ opaque t231/2ozz No Des No NrA Florida Department of Business & Professional Reputation Page/ d1 Florida Department of Business & Pr43}e5sional Regulation Peg., d, Florida Department of Business & Professional Regulation a .� Pegs, I d, Cornposim Edge Fiberglass Single Door Building Codes arid Standards 16 D21 Bunking Codes and Standards 1&2021 Bui di rig Codes and Standards 1WO21 (I",eng/Outswng, X configuration) 7 g. ThermaTru Fiber -Classic and Smooth -Star Nominal 8'0&puotNon-Impact&quok, Opaque 1213112022 Canpowte Edge Fiberglass Single DoorY,ith No Yes No WA Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Sidelde{s) (I nswmg/Outawng, XO, OX or OXO configurations) 8 h Therma-Tru Fiber-Ctawr and Smooth -Star Nannal 8'0":Non-Impact"a Opaque 12131r'2022 No Yes No NIA Composite Edge Flbeegless Double Door with or EsilN a 3�5 myf pat. PN,drw 2MS Wi q Entkv ei jly(p fma Date PUMirw J�(e �-p� IEnt N r �a �it Date Pandrw 21151 Wtnout Sidemen (Insw riclOutawng; XX or OXXO configurations) jVga Version Manufacturer Corded EppkserALicree Yffiidafetl 8v VVffiIdelad 4,6n tri -4 FDC Awmval Aggg,�Q mug jypq Vs=on MarMfacturor Co yi ad Endmr&Lcense V�daded By V qd S!�!ffi4d FBCAmroval Mwoved —g• Act Verelon Mansifxturr £aMai Enmpier 8 Ucensa ValMastl By � FBC Approve Approved $tatus 9 1.Therma-Tru Fiber-CIasai. and Snk)Oth-Star Nominal 8'.8"Non-I mpwt&gwt, Glazed 1213112022 No Yes No N/A Airmail. 2020 PGT Industries Jans Rosowaki Miaml-Dade BCCO -CER NSaml-Oade BCCO-VAL itA5MN 110512020 11/11/2020 Apprdrod Raw+ion 2020 MI Wlndays and Dors Brant Brans., I. -RI—... PE Steven M Leith, PE 10MG12020 IM(t2D20 10/lWD20 12115IM20 Approved Affirmation 2020 PGT lndxbies Jens RosowaW MaM-Dade BCCO -CER "a —Dade SCCO-VAL 1110512)20 111052020 11ryi/2020 /pprWad Canposite Edge Fiberglass Single Door Category: Wndws (941)4WO100 1786)315-25M Category: Wndv(s (717)365.3300 PE-62514 (717)3t7-8454 cmgny: W4ndws (941)48G-0100 (786)315-25N (InswngtOLeawng, Xconflguration) Subcategory: eked Iresw sM�pgdnWstnesc subcategory: Masons lesitingerQirnW.eom Subcategory: M.4— Irceoneki�pgunduennes.c 10 j. Therma-Tru Fiber.Classic and Smooth -Star Nomnal 5'8 &qud,Nm-Impact&qum. Glazed 1231/2022 No yes No NtA Compllano. Maahod: Cedacaoon Mark a Listing om Compliance M4ghod: Evaluation Report tom a Came Bents MahM- Crntnuen Man, r Dating om Composite Edge Fiberglass Single Door with Florida Registered Archbect br a Licensed Florid. Sodellte(s) (I nswng/Outsetng, XO. OX a OXO F WA3-R24 Produce Professional Enr inesr P LP261Rt3 Products W nkguni Queer Assu'a„ce Auprpwdfa lire Aoorovldfa l/m 11 aTherma-Tru Fifer -Classic and Smooth -Star Nominal 8':8"Non-Impact&quo[. Glazed 1213112022 inal 68#3 No Yes No NfA,a_ W-0 paraks ! $15teuAprndr,Ns Qlarr A+surw,cs Amrprse Dar rN. Amrpv.d rat use �e8d Composite Edge Fiberglass Double Door with or §gg 6 Product Model. Number or Name Product Descdotion Control Exgingion Date In HVHZ Odaib HVHZ Resistant le—,rra it" ProNrct Model. Mlmbr or Name Roast Description Casract Ems IM Date N, HVHZ 4Wslde NVNL Remains Without Sidelthes(InswingfOutsWrg, XXor OAXD 5 PW-1320 i.Large Missile l.,-) Uns4 Fixed Window 04r102025 Yes Yes Yes WA Quarry A,-,— Approved for Us, Approved for Use henibt 1 Muams for All(More an d Wlndoiri Aluminum Wids OSl26202G Yes Yes Yes NIA configurations) � Prdudlll Numbral4ame Product Dasrtotldn Contract Eeollalion Dean in HVHZ out Z Resistant Pressure 12 I.Therma-Tru Fiber-Classicand Smooth -Star Nominal 7',0&qumNon-Impact", Glazed 1213112022 No Yes No NIA 2 5781 Vxficel Aum —WIN. 127SI2024 No Yes Yes N/A Compoete Edge Fiberglass Single Door (Inew ig/0utswn gl; X wnfguration) 13 m. Therma-Tru Fiber-Classicand Smooth -Star Normal 7&k39,0"hl-Impattkud: Glazed 12131 12022 No, Yes No NIA Composite Edge Fiberglass Single Door with Sidede(rs) (I nswing/Outswng, X0, OX or OXO configurations) 14 n. Them'w-Tru Fiber -Classic and Smooth -Star Nomnal ag;0"Non-Impad" Glazed 12/312022 N. Yes NO NIA Composite Edge Fiberglass Single Door (lmn,AngfOutswirg; X configuration) 15 0. Therma-Tru Fiber -Classic and Sn—th-Star Nmnal 8',0":Non-Impact" Glazed 12/3112022 N, Yes No NIA Composite Edge Fiberglass Single Door Win S rifIgL(a) gnswrgfOutswing, X0, OX or oxo Florida Department of Business & Professional Regulation � � Pagel al Florida Department of Business & Professional Regulation pegs, 2012 Florida Department of Business & Professional Regulation Page, 3 a4 16 p. ThermaTru Fib..Classic and Smooth•Star mnilguratl0na) Nominal 8'0",Nm-Impact": Glued 123112022 No Yes No NIA Building Codes and Standards 1W2021 Building Codes arid Standards 10A/2021 Building Codes and Standards 3�23 Composite Edge Fiberglass Double Door with or without Sldelites (InswnWoutswing; XXor OXXO Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail configurations) 17 q. Therma-Tru Fiber -Classic and Smooth -Star Nomntal 8':8"Non-impacAquot: Opaque 123112022 No Yes No NIA - Composite Edge Fiberglass Single Door with Transom (Insw ng/Outswmg; O/X configuration) - - - - - - 18 r. Therma-Tru Fiber-Ciaess: and Smooth Star Nomnsal 6'8 "Non-Impac&quct. Opaque 123112022 Nb Yes No NtA EntRv a page to Da. P"no �q &P4! EMIN r 2M 2ag pats Panaro pig $2¢ EdIM or 2yg 291 Dffie Pe olinor C—p-ite Edge Fiberglass Single Doo, wrath Jypq V9MW Mmufadursr Coed Emil-6 License VAidged ray FQUIllamyd Apo,oved T .ea version Manubeturar cmIW Ewk,.r i LI"M Valid t j{gb(�aQ a FBC Aceraval A —mind Stan. ?YBL Version �anuracturr Cos)vgt Entire, & Dcense VaatlMed ore vffile,eed Swmeeed Fac AoQeya Approved gut Sidelitor end Transom (ibbern rgK)utswng. O/XO. Oomi or OJOXO .Scum Revision 2020 James Hardie Duiksn Products. Inc. 9 Chad Do l V. And—, Tan John Southard, P.E. 01/05/2021 12/14/2020 01A152021 din FBC Appn 9 Rev,sw 2020 Alsrtle Nick Thompson Lyndon F. Sdhmir, P.E. Ryan J Klnp, P.E. 01/152021 02ft52021 02=nc21 04/13/2021 Approved Re,Wen 202a OAF Michael Steh Robert Nkeminen John W. Knue,nn, PE 12/19/2022 12/1I/2022 12202022 02/D,12023 Approved 19 a. Thefmfl-Tru Fiber -Classic and Smooth -Stet on -In Nominal 68#:�;8 >at:Non-Impact" Opaque 123 V2022 NO Ve9 NO WA Calgary: Pend Walls 1509j 543-8339 PE-87862 i352) 367-2526 Catpry: Panel W+ik (330) 522-2.389 PE43409 (813) T6?5555 Catapay: Robing {900)766-3411 PE-59186 1554) 772-fi714 Composite Edge Fiberglass Single Door with subcategory: Soling chad.dkrcke0jameshrd subcategory: SotfKs nth—losenQelside.cam srbCffiegory: Asphalt Sheigles mstleh�gaf cam Sidelads) (ln.Wn9JO.b.Wr9; XO, OX a OXO Cosriplle— Method: Evaluation Report tom a ecom eompllree Mffihotl: Evaluation Report from a Compliance Method: Evaluation Report from a Continuous Head and Sill cordiguraters) Florida Regisiered Armhect ore Licensed Florida Ford. Registered Architect r e Licensed Florid. Florida Reglstened Architect r a Licensed Florlda 20 t Therma-Tru Fiber -Classic and Smeath-Star Nominal 8&038,0 "Non-Impad" Opaque 12r31/2022 No Yes No WA P,cf—ionm Engineer Prdecromim Engineer Prdas k—I Engineer Composite Edge Fiberglass Single Door with Sidelte(s) (InswinplOutawng; XO. OX or OXO FL413192-Re Products FLO S212-RS Precisions FLY10124A33 Products Continuous Head and Sill configuration) Quality Assurance A�fovetl for Use Approved for Use �1 Ij09ki, OuffiAhr Assurance Approvedfen Use Auwroved for Visa Moaet 1p m- �aIRV Aesaauice AWroYed for Use Approved rr Use imp"1 posishi 21 u Therma-TN Fiber -Classic and Smooth -Star Nomina l 6Ǝ squat', Non-1 npac%quot Glued 12/31/2022 NO Yes No N1A SBa# Prodatt MOM Number or Name PredKt DISC111DODn Cataract LukOw Dore In HVKZ Outskk HVHZ lteshtm pressure asa a Product Modal, West.r Norms ProA¢t dterlrla, eodnd Esmfnan-core I, HVHZ Outside HVHZ It."ad Pran— SM# Product MONL NUNIro Mame Product Description Contract Elmiredlon Date b, HVHZ outside HVNz ResletaN assure Composite Edge Fiberglass Single Door with Scalae(s) (InswnnglOutswing, XO, OX or OXO i Camplenk Lap Sdmg fiber -cement lap siding 121312023 Yes Yes WA N/A 1 a. &qua2T" sore Vent a Sdid VnV Sofa 1 V312023 No Yes No N/A 1 OAF Asphalt Root Shingles Ia Latin FBC non-HVHZ Fbergasc re W.9 3-tilb, laminated, 5-tso and 1216,7025 No Yes NIA WA Continuous Head and Sill configurations) 2 HrdePNnk Lap Siding Aber -cement lap siding 12/3W023 Yes Yes N/A N/A 2 b. &qua:Allence T4&qud. Soft Ventr Sdd'A" SdN 12/312023 No Yes No WA Ialscl.b., hiphidga asphalt shingles 22 v Therma-Tru Fber-Classicand Smooth -Star Nominal 8':0&qum Non-Impaa" Glazed 1213112022 No Yes No, NIA 3 c. Bqudl.Caeenbrrer Vintage Beeded&Y59: Soft Vent Sdrtl VkiN Sofa 12/312023 No Yes No WA Composite Edge Fiberglass Single Door with 4 d. LWd.D5&Wd; soft Vent a Sofa VVVpyI Sant 12r3142023 N o Yes No WA Sidaike(s) nnsWhg/Outawrg', XO, OX or OXO 5 e. Lqua;Cnader Oak&qud; Soft Vent or Sdid V'nyl Sra 12/312023 No Yes No N/A Contnuous Head and Sill configurations) 6 f. &qud;Supr Spen": Soft Vent a Solid VMyl Sofa 12/312023 No Yes No N/A 23 w Therms-Tru Fiber -Classic and Smooth -Star Nominal 6'0&qum Non-Irrpad" Opaque 121312022 No Yes No NIA Composite Edge Fiberglass Door Panels with Vented Sidelibas) (lns,Mng1Outs g, XX, XXXr XXXX oonfigureticns) 24 X. Therma-Tru Fiber-ClassicarW Snpcth-Star Nominal 8'0&quof Non-IhWd" Opaque 1231f2022 No Yes No NIA Compost. Edge Fiberglass Door Panels with Vented Sidelita(s) (InswingfOueewng; XX, XXXa XXXX configurations) 25 y. Themma-Tru Fiber-Classicand Smooth-SMr Nominal6':8&gLot;Non.Impact"a Glazed 12f31/2022 No Yes Ne WA Composite Edge Flberg4ass Door Panels with Vented Sidalie(s) (I nswngfOutawing:. XX XXX or XXXX Florida Department of Business & Professional Regulation Page i a1 Florida DepertmLlit of Business & Professional Regulation Paaa1 ai Florida Department of Business & Professional Regulation Pao' or configurations) BuildingCodas arid Standards Diu 021 Building Codes and Standards 182021 BuildingCodes and Standards f W 021 26 t Therma-Tru Filer -Classic and Smooth -Star Nominal 8':0" Non-Irtpad" Glazed 1231/2022 No Yes No NIA Composite Edge Fiberglass Door Pareal—Ath Venned Sldelibi (Inswing/outswng: XX, XXXor XXXX Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail configurations) _ 27 za. Therma-Tru Fiber -Classic and 8 ..cth-Star Nominal t3':8 &quct. Non-impact". Glazed 12M12022 No Yes ido N/A Composite Edge Fiberglass Single Dom wth 36#39:0 "2 3:&!- Sidelite(s) (InswinglOuutswwig, XO. OX a OXO mnflgurations) 2292 Ends, or 2& Pat€ I2Dce.PFindia ffi � EntNyor Rau 2M CatPsdPyDg m1Le Syft Ent1vor 2M 2u DamPmdno 2dt 28 zb.Therma-Tru Fiber -Classic and Smooth -Star Nominal 6'.8" Non-Ifrpad" Glazed 12/3112022 No Yes No N/A roe Version Manufacturer Contact Engineer& License Validated ev ffitffi Submitted FBCAmroval Aperored mm Writ Marwfscurea Contact End —A, lbr,sa Validated 0. V Sys find Asnrover Aooraypd Ilium 1y�i Ver=1o, Manufaeturr Coded Erwkew&I.I. a validated ev Validated Submitted PBC Approval Aproved M.a Composite Edge Fiberglass Double Door with Re.nsion 2020 TAMKO Building Products LLC Krri Eden Robert Nerrire , John W. KneraAch, PE I0.D4r2om 09292020 lon2R020 12MSW20 Approved ReY— 2020 L V Thompson. Inc. roe Thompson Architectural Tony Christman Zachary R. Max Seven M Unch, PE 09/17r2020 05J16r2020 09222020 12J152020 approved R.Y—n 2020 Florida Metal Products Inc. Clark Jones James L. Bucker P E.42 Steven M. Urkh PE 0921/2020 0525r2020 10g42020 1211,32020 App—d $':08iddites(Inswnng/Outswrig, OXXO Category; Roofing (417)624-6544 PE-M166 (954)772-6224 Metes Company lTAMCOi (813)248-3456 PE.74021 1717)317$454 CM4pary-Robing (904)7834400 CSUCK Engneemg (717)317-8454 29 zc.Therma-Tru Fiber -Classic and ST—th-Star configuration) Nominal 8'0>xb Non-impact"a Glazed 12/31/2022 No Yon No WA Subcategory: Undrleymeds Kin aden,�lemko cdm Category: RooMg 8ubCaegoiy Robing Anessones that are an tmyagorlelakedirocom Subcategory Roofing Accessories that are en Integral Pan oftha Roofig Syslam cla0iferameb eom PEJ1242 Composts Edge Fiberglass; XO, Door 38#390 Compliance Med,ock Evaktetlm Report tom a Florida Registered Arct ited re, Ucensed R- Imagrm Part ofthe Rmang System Conpllanee Method: EYduaia, Report from. OX Sidelbe{s) (Inawingl0uhswrg; XO, OX a OXO onfigurations)) Prdessiond Engineer Corryllance Methott- EvsNatim Report tom a Florida Regist—A,chned o a Licensed Florida 30 zd. Thrma-Tru Fiber -Classic and Smooth -Star Nomna88#3P;0 &qupt:Non-mpad8.qud, Glazed 12312022 Nb Yes No N/A Flomda Registered Armitactra uco,sad Flritla Prae++imel Engineer Composite Edge Fiberglass Double Door with FIh12329-R9 Products Prdesmenal Engineer FL.'a159p-R2 Products 3&739.0 Sidelttes(InsWng/Outawting, OXXO Quality Assurar,ta Apmawdir Use Aoorovad for Use bnr�t 2e�y FLs1Ba1S-R3laydudx 31 zee Thyme-Tru Fiber-Classicand Smooth Star omfigurabon) Nominal 7&d39;0& uotNon-Ion ot& uot'. Shaker 1231QD22 q pa q No Yes No NIA Saga Product Mods. NumhraName Prbdud Deacridlan Contract ExpkaUatl Date Outside HVHZ in R'siilied tn3n_4'r Qeella Assurance Aporowd for Use Approved for Use Aga Protlucl Modal Mumhr r Name dualav Asauatee Conlra1 E n Dae Approved for Use Approved N1 HVHZ for Use Impact ggg�ri OdsiYe HVHZ $ems gyajMg Series, Composite Edge Glazed Fiberglass Single 1 TAMKO ROd Untlerlaymems (HVI-17) Rodundedaymenls for anent FBC HVHZ 06292023 Yes No NIA WA SbC Pronucl MOWl. NsanhrrNema Product Dncriptlon Cadnct Exdntlan Dab In HVHZ Dutekla HVHZ $abibiMt Pn�wn 3 3-FLAMCO &peot;RV lO Ridge VeM&qud: Aumhu n Ridge Verge Aluminurn Ridge Vents kx pliched roots fabdteted 121312024 1r2024 No Yes No N/A D<Kr with a without 1'.2 Sidelts(s) jurisdictions. 1 TAMCO Fla1tOa-Po4ge Vent with Baas, for Tie 26 ga- static roofvenblator with baffle 09/09/2029 Yes Yes NIA WA from 0025'Al—r— (InswmglOutswng, X. OX. XO or OXO configurations) 2 TAMKO Rod Undertayments 010N-HVHZ) Root undedayrnenc. for... m FBC nm+NH2 O629I2023 No Yes NIA NIA 2 TAMCO Gooseneck Vera 269a. 09(092026 NC Yes N/A WJ-52.5 jalscictions. 3 TAMC001FRidge Rool'Vent v.4th Bane 26 ga-stalls, roofvenlilator Mth Integrated bame 09JM026 Yes Yes N/A N/A 4 TAMCO Round Top OtNRkJpe Vent with Babe for Tile 26 ga. Marc roefveirtllata with baffle 091OW026 Yes Yes NIA N/A Florida Departmerrt of Business & Professional Regulation Papa, al Florida Department of Business & Professional Regulation Pag. i dig Flor da Department of Business & Professional Regulation Pagel oil Florida Department of Business and Professio na I Regulation Building codes and standards 117IM21 Building Codes and Standards 10=1 Building Codes and Standards 3W2023 Building Codes and Standards 3/15l2022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail C40 Irk Version ffi�ffiMlSl�. l:�a Crean Erainar & Lipeme vaadaee ar mtaa pate Dal prtdtw ate Validated > fr3e Appmea Apd� Status CgdL �, v.=on Man,dacmrr, Btlty prat Contact Emk,ar a ue.rreydiaffi.d aw �e 2" vattdset Sgl�ad oat. Pr,dirw Fac Appreeal 20 A1a3�4, 3lsaE {� 1V8a v!v rwo" Mawracturr Wary sL � Emn.r & utrtw Validated BY 29e mM I FOC agrovu man Dee Approval Aggg,/Yg se:vr FLtf6259-R31 Revision 20,20 1--ce Katrina umley Jamea L. Bucknr, P E Steven M Urlch. PE 11232020 1123/2020 ll292020 ding FBC Appn Revision 2020 Sou) Roofing Andersen Rebn IAPMO Uniform Evawatbn Gary W. Waur 11A32020 11r022020 11/052020 Appro ed ReWsion 2020 Global Protection Procklds, LLC. Tim Robinson VARsrA. TIM Jr P E. John W Knezevkh, PE 0910WM20 D9/0812020 1=i/2020 12n52D20 Approved CD gzm b=-Q[ 2� 20 9= 2M Status Category: Robing (5D1) 043-6153 PE-31242 (717) 317-8454 Crpory: Robing (s01) 380.609i StNicas LLC (205) 854-also Catepmy: Shutters r,954, 669-7545 PE-N167 (554) 772-G22a Type Version Manufacturer Contact Engineer & Validated@y Validated Submitted Pencling. ARDroved Approved SubCatepnry: Roofing Accessriea that re, an Integral PenoftheRoang�em ki.IUyeernanmcom SubCatagdly: Roding Tits RoburAndehsal�bord Co m subcategory: dorm Pan- firerobnsm �9�deO Revision 2020 POLYGLASS USA Maury,Alpert License JohnW. 1012612020 10122/2020 FBC 12/15/2020 Cerra,liana.M.mnd:Ewa.sli-Reporttem. Compli— Method:EvaruaonRep(Mfroon Product railimeonEntity Carglla— Methad:EvaluetenReporttrome FIW02ReglMeredArchRedora m Roofing 59542331331JSmalpertl�polyglass-coon Robert Nieminan E1 Registered Architect or a Licensed Florida Florida9101/2 Licensed Florida professional Engineer Subcategory: SubCategoly: PE-59168 (954}772-6224 (954)Knezevich, 22 11101/2020 Praenlmd Engineer FLwS45-R7z Products FL#IYMZR6 Prpduds QJalMy ASSWa Approvedfil Use Approved for Use Whom ! FLai5p7&ta Products CompliUnderlaance COmplaneeMethod: QeMVAserasce AgrowdforUse AporpwdforUse Imped met Sao 16 Product Modal. Nunhr or Nor ro Sisterly- Shake.SWO.Couniry Sale, SpetUdEnglish Product Q.acrialo, Contrast Ervin ion Da. FIVProfile - Der — CO 12r312020 N, HVHZ No OWHda HVHZ Yes Remnant HfA W Qralit,,A.saance ApmoredldrUse Awn—d for J, m—t D-1- Evaluation Report from AHLE Product MO,ML raawar or Norris, Product Descryinn contract Expiration Data In HVHZ outside HVHZ R,,al Proscuo Thatch & Impact Aga Pradua Model Nterbaror Nam. Product D.san.br, In HVHZ Q nsdaHVM Istrin ... f ,,— aFloridaRegistered I Deck-Air1 DA-4 or TRHBudt Deck-Ar DA-4 Lou' ProN,, Pdyprwyknl Pesac Rod Vent 12I02025 No Yes No v975/-97.5 17 Sawy Wo- Slate shake Bump: Split Shake Fiat Profile- Stockton CA 12/310020 NO Yes NIA N/A 1 20 Gage Gawpew Sted St— Penea,H Z Ccmugatod Galvanized Steel Sworn Panels retained 12/312023 Yes Yes Yes WA }a Architect or a Licensed Mechmically Attached to Py ddd Dark 18 19 S..y NO -Slate, Shake 8..mp: Split She. Snowy 700-sh.ka,sate8amp:SpibShake Flat Profile - Ringo, CA 12/31/2020 FlatProBk- Stockton CA 12/3,2020 No No Yes Yes NIA N(A WA N/A 2 24Gage GalvanlzedStedStorm Pands/NIHVHZ r net by Imcks to provide drmcane Protection CcrrugeudGalvanizedSteel Storm Pandsretaned 12131/2023 No Yes Yes N/A Florida Professional Engineer 20 27 Set dry 700 - all N., Sate &: Soft Shake Taixs Espana /aa reel— Fiat Frolic, - Ringo CA 12/312020 Ftgh Prone- Katy. TX 12f312020 No No Yes Yes N(A NIA NIA WA a not b9 Racks to p Wltle hamicaM "son. 29 wile LcwProae - Katy TX 12I312o20 rJb Yea NIA uA FL#526)-R31 Products Quality, Assurarlc. Approved for Use ARREM2df2r Use IIDResistaa a-# Product Model. Nirrilr or Narne Product Descri Ion Contract EMiradon In MVNZ Data Outside HVFIZ Pressure 1 Pdyglass Roof Undertayments Rootng underlayments 1=11=2 No Yes NA +NIA/-622.5 1 Pdyglass Roof Underlayments (HVHZ) Poyglass roof underlayments for use in FBC121232023 Yes No WA N/A HVHZ j.Jdsdk.Hons. 2 Pdyglass Roof Undertayments (non-HVHZ) Pdygiass roof undedayments, for use in 12/23r2023 No Fac non Yes WA +WAI-G22.5 O N/A Florida Department of Business & Professional Regulation Paget a 1 Florida Department of Business & Professional Regulation Page I rdl Florida Department! of Business & Professional Regulation Pa e9 P aa^1a1 1 Pdyglass Root UntlefWyments (HVHZ) Pdyglass rod undedayments for use In FBC72/232023 Yes roof Li gerayne ri HVHZJudsdbborfs No WA Building Codes and Standards 125r2azz Building Codes and Standards 1nnD21 Building Codes and Standards fm2o21 L 0— 2 Poyglass Roof Underlayments (nun-HVHZ) Pdygiass roof underlayments, for use n 12/232023 No FEC non-HVHZjudsdictior,s. Yes WA +NIA/-G22.5 Product Approval pp Vel Application Detail Product Approval Application Detail Product Approval Application Detail � 0 1 Pdyglass Roof Underlayments (HVHZ) Pdyglass roorundedaymentsfor use in FBC12/2Y= Yes HVHZ judediobore No WA N/A O i.i 2 Poyglass Roof Underlayments (non-HVHZ) Pdygiass roof undedaym ents, for use in 1212=023 No Yes WA +NIA/-622.5 � Entity or 22A )� P.rid irw gam code Entity r �p my,g pate Penmite �tg �g Cmry FBC non-HVHZ judsdicbmer. T— Version Manufacturer Contact Engineer &Ucense Validated By ,Date Validated Submitted FBCA131-1 Appnnwed Status IYe! Version Mammdurr Comet Endr—fi, us-, Validated y3 SgQm3trd FBC Antenatal AglaNtag NSA Tim Venlnn Manufacture a Congeal Endner&11j,"e Validated By � 2M Validated S Da. Purl Rift FBC A®meal A000ved Status 1 Poyglass Roof Undedayments (HVHZ) Pdyglass roar underlayments for use In FBCIX2312023 Yes No WA WA Revisam 2020 All Arrrencan Shutters and Gtasa Mire Barbieri Frank L. Ben nerd.. P.E Troy Bishop. P.E. 1012812020 1N15/2020 11/0512020 12M512020 Approved Rev son 2020 Alpine Stuart Laws ICC Evaluation Sernca. LLC WH— M. Rsnirl. PE 1013V2020 1 D222020 17/052020 71A152020 Appre ed R.Narw 2D20 Commercial Concrete Producislnc. Rcben Oitlis Samuel A Greenberg John Ho/ 12/16=20 tv162020 12rz&2o20 ding FBC Appn U Poyglass HVHZ junedicloies. for in 12/232023 No Yes WA eWA!-622.5 Category: Shutters Subcategory: Storm Panels (561) 712.9882 PE-0046549 954 947.0880 ( ) mlKenoallamricansnutte Cat epos: ry, Turm Catesonents 9ubCffiegory: Truss Plates (321)710J177 (407)881 -t Bi7 slewiaQalpineriw.eom category: 5puamal Components 1813) 859-5707 PE-34245 i352i sea-3311 2 Roof Undarlayments (nor -HVHZ) Poyglass rood undedayments, use FBC non-HVHZ judsdKthDrte Compliance Method: Evaluation Repot from a Florida Registered Architect or a Licensed Florida rs.com Canpllance Method; Evdudion Repot 4om a Product Evaluation Entity N—subcategory: Products IrkoAlud as a Result of N rt; red,,,doyy crrpllana Method: EYMUaim Report from precastgator@yel,00.com no FLrk1 T888-R3 Professional Engineer Products FIA1889R7 Products Quality A4wanu Aper-4 fa than Approved for Use I."d Os n a Flodde Registered Architect as, 1-1—sed Fiords Prdes—al Engineer O L Sag ai Product Model, Number or Name OU ality Assu lance Aooroyedfor Use Atwrowultor Use Impact Product Description Contract EKpi.U-Date In HVHZ Outside HVHZ Resistant �1g.E Pressure s 1 Product Model- Nuberor Neme ITW BCG/Ahiue Higher Str-pthN&: S) Product 0escriodon Contract EmkRIMDae Metal Connector Plat. 12/312024 Iri VH Yes Q1Aof tnM Yes assistant NIA Prewsrs N/A FI+H7T4-RA Product° Quality Assvm,ce Aomaysd for Use Aoomvpd for Use ki -� �i 1 24ga Galvanzed Steel storm Panels 24ga Galvanized Steel Storm Panels 12/312022 Yes Yes Yes N/A 2 ITW BCG/Alpiu Hinge Plate Metal Colneeter Plate 12/312024 Yes Yes NIA N/A Sad # Pro" MOM, Number or Name Product Description Contract Emirallon Ca. In HVHZ Outxtle HVHZ assistant Pressure 3 4 ITW BCGIAIpl Trulox iTW BCG/AJlsirw Wave Metal Connector Plate 1213112024 Metal Cbmactor Plr. 12/3112024 Yes Yes Year Yes NIA NIA N/A NIA 1 Comity Pro,- or C.—cial Ct4knre Predicts Precast and Prestressed Concrde untels 05/252024 No Yes N/A N/A W m U � Q Florida Department of Business & Professional Regulation Page 2 of 2 Florida Department of Business & Professional Regulation page I ai Flonda Department of Business & Professional Regulation Page 1 V2 Building Codes and Standards 31&/2023 Building Codes and Standards ri4r2o21 Building Codes and Standards 912s2921 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail ICU E -. £4dS East, or - 29M 21LI Date P,di- tat! Sri Wits 2" gala Oat Pr china Dig - � Tel Vrslea Manufacture Catad B.O... a. Ll— Veptlaad air Valldmad SsbmetW FaC Approval Apmo-d status TV-- Version M.-Meurer Contact Enomer & uterus, Validated By Validated Sub ift5d FHC AOoroeal apg[gyed ,$t�Na: lyop, j(� r Manufacturer C0y(dagt A License Validated By Validated Submitted F A9 SiatlM C G ReNsibn 2020 MTs, Inc Enn W.1cen 1CC Evelu abort Se�Ace. LLC ICC Evaluffiion Service. DIJ032023 1212W022 01/032023 ApoOvetl Rlwislon 2D20 Weyerhaeusr Rob Bei ICC E✓aWabon Smwe, LLC In Lot— P.E. 02102/2021 10M32020 02K132021 ApprWed All —Am 2020 Alpha AunYnum, Inc. Jose Siva Wn, R. Lore. Steven M. Unch. PE 111I W2020 11/16r2020 11/202020 Approvred Q Cat.g.ry: &—..I Component+ t952)&W-riM5 LLC. Cabgm: Structural Crnpaients (253) 92"47B (600639-3288 Calgary: Pend Walh PE-62514 (777) 31?-645d Subcategory: Truss Plates Cortpltance Method: Evaluala, Report item ewald-Qnvi, com (205) 599-9800 subcategory: Engineered Lumber CaepUw" Method: Evsktaam Report from a Robert. B.W-,r@,veyrha Buser coin e,bCffiagory: 5ofts aPh. .n-nn�& a phaaluminuninct3lyeho Z a Prodtt Evetuetbn Entay, Product Evalweon Entity y Compliance Method: EvWuwm Report tom a Florida Regdared Aehdect r a Licensed Florld2 a.com Z F Lf`21s7-Rf0 Pr as FLNSM7RIl Products Prresxorel Erg— Quality Assurance Acorbwd for Use Araarowd fa Use Impact Q 12111 Prgduct Mudd- Number or Name QJaty Assuaerco Product tractive— Contract Exibi Dab Approved fa Usa In HVHZ Aoorcisd for Use Outside HVfIZ t $gjatgd Qei .SfB#. Prod i Model. Numbs Name Prbd,sct Dem10ft Corked EwkaHn Data kbt Hz Outside HVHZ Resident Preswre rLa10544•R5 Product. QraRY Assurance Ambrowd for Ust Apprgwdfor Use Im09gi Daniel J 1 M10AHS 18 ga nigh strength truss connector plate 121312024 Ye9 Vas N/A rl/A 1 Nkrollem LVL Laminated Vener Lumher 03r312023 No Yen WA NIA Sass Product Model. Nembr or Name Product Dascridwn Contract Expiration Dan in HV JZ RodOad la—, 2 M18SHS 18 g& wpm high strength muss connector plate 121312024 Yes Yes NIA N/A 2 3 pxaesm PSI TarbrStrsnd LSL P-11.1 Brand Lurd7er 03/312023 Lammed Seaed Lumber 0313112023 No Yes NIA No Yes WA WA WA 1 Alpha Aluminum Sdrd&'. Vented Aluminum SofV Apha Alunileum SoW4tmp'. Vented Aunlnum 07/302023 No Yes No N/A 3 MI 16 16 ga. hose conedorcoal. 1b31 f2024 Yes Yes HIA WA NIA 4 TJ Ran Board Compose, Structural CompoLumbar orOriented Siren OU312023 No Yes WA WA CMU &.—; W-d SdffN CMU &, Wood 4 h4T18HS 18 ga. high strength truss carit"br plate 12r31R024 Yes Yes NIA Rn Board 5 WT20HS 20ga high strengmtrussconnector plate 12/312024 Yes Yes N/A N/A 5 Wayerha easier Rim Sward Oriented Orientetl Strzntl Bbartl Rlm Board 03/712023 No Yes WA NIA SHEET N0. 8 TL18 MT 18 iB ga. Wss cmnecto platen 121312021 Yen Yes N(A FI/A 7 TL20 MT20 20 ga. tmsscmnedordetes 12/312024 Yea Yn N/A NIA March 6, 2023 PA 1.1 Q� Florida Depargnerlt of Business & Professional Regulation Pas.1 are Florida Departinant of Business & Professional FapWallon Pp1 w1 Ronda Depa tina of Btwiness & Professional Reguladon pats/ art Roddy DePe al Regulation Pa40 Building Codes and Standards end zxa Building Codes and Standards en52o22 Buiding Coda and Standards en42a32 Building Codes and Standards -4--Ma? � U Product Approval Appltcaton Dated Product Approval Applicator Detail Product Approval Application D41ta0 Product Approval Application Detail � O N = isle CetlaLu RMa no Dots Pasdna RAW 98E! gas tale Oalepamill go rduk loft to does 0"04a4r gdff fm4 EMOeor 29a Do gatr.&eiss 4112 W TiB!vs Maeskanxar coo Esial-w ,L7aaNa Wl*m*d By WWpYM SPINA FaCAasevol AD g Pi T wows Km y4 turs MrINa1W a% YSPdYA 8•ebrtlW FROAaMTri Aparmiml a"* Tm WAaa Mww"t o Radaaar4, lJMaaa Wii/abd of Wool SWPW FRO AaaraM ARDM"d }m" lkm 4jrli Msau6awm EaPinaar A Limayoimwday WWROW SAWUNd FBCAEi Agprww sow CU Af rmetW 2= Pass crows bn Jae Hwer Servo mr0ow and Door James L RUOkEW, P.E. ® QiM4=M CT114FIM 07120am Apprm" Af rEatIM 20Z0 POes cwpmwn Jes Hayden Sand) wroow Oro Dda T.E. Win. PE, LLC 07MfM= OT114120M 07122=20 Appr—d AFinaffin 2020 Pose Corporation Jos M%,dV Sena 1Nnowr smil Door James L NWuW, P-E. a OTM4120M CM142020 m/21DUM APPraved Af r—flan 2020 Pole owporation Joe Hoyden Sand Wanar saaerer TE. W nn, PE. LLC 07142020 07114=20 07122P.Wo Approved •� Cf4pwr Windows R*rw Maro/YONNrAsmoCMdng bn CBUCx Englnea Catrear Wndows Rooleon NanuyO WAaaaoigbn (N)1)6254455 Cam VIF Windows Robroer MMuragwrAssWetat CRUCI(FrOmeeMg Camearrx Wide" aB, l4oene0n PE44135 (Wl)WS-0455 j� � U) V VI aseCs"Wrakv.Xug (941)a21-ams (561)411-W27 wfar awcr. spot HUM M41i 82140M ioeCNgey. 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Deb Farr go T ► Vsr_1111190 aeeaiatuwr BMW wrAuo~ysiwmdM 1 }g &WIEW FSCAWVI Apprawd som 1d5 L ceke Sadr.rA liras. V IiMW d2, ftwil FNCA&M—W own Ti" Kwba 04-POVA" EW-w&LMwa WWIadW *1011wi� FBCAsaove A„ponpope. tvm AtWmmdm 2a2D Pole CWPQI Wn Joe Heber Wd W WM mid Door JFrw L Budma. P.E. a 07114=21) CTM412020 OTM2020 Approved AfWmstbn 20M Per Corparrdlan Jas Hapaan Sorel Wrrrulr W. adiseler, P.E. T.E. W nn, FIE, LLC OTM40M C7114r1020 MOM = App Erred AV.*" 20M Pete CwPOIMOV Joe Holden aria W nd0w ON Door James L euekrw%, P.E. M412OZ OT114120M 071200m ApgPratl CMagrr.wNbErs ROahNon Menukeumv Asems110n CBUCK Engineering CNafery: Wma0we RDOnsOn PE44135 MOI)6254435 Colgan c4erkr Do= p4bInw ManukoalisrAmmicii n CRUCKEngkerig sw iewspe r Harmnml alder P41) 8214 M (581) 4a14g27 BWCdgHry: Itsirarrtsl arbor (6411, 1221-6= AwecsraarlF toeing Ed.10,0—Aaaesmll as lj(551)4014927 Cwspli , talked: CerMkoWm Marker Ustng paseprodwepPww om Crimplleneaa Mrd- Evslpot uaesn Rerrwn a paeeprodudepPwva®ps CrnPes feeREVIEW: Cerdki0on Mark a LlsOng Pa asprodrnaleproval�e IIIAW. Fbdes Regrrwd ANhileOt ar a LkOrtsed Florida IIII IIwoem FLs11151J17 Premium, pmrEmE 1pnal eguxrw Fla044R13 Preiwts amLgk&� Agra Aar ondALLLO IM= gods/ F14113M1,1es Predaets 2makAmumm aSEMMLEW-UU AtafoothLls Imam gales Awl Pissed MatlLL Nusner m Maw PMWWIDoLdolm In Nvla outhim Boolead E unman GwlrtsAE, w AA W46 rer Use A"Wgd rw Uw he DD"ig, gip Prsd d No". 11uNw or Nruw 1. 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Skgr Peal F4W-0-Dtrer(BMww, W 9-x OW162032 NO Yes w +40.40 41-17J-) 3 Swim 15D or Erwsmpess ar Awe SIOM Oless Dew Very) 24**'CX' Skarg 6:aes 1100r (7r a M CIN2402042 No YES He -3"4 Series 150 Ercornpes arAvans Blrtrg Gh— Door Wry! BUM IN Panes FIEi OOor(SEEM 1^ 47.1rex Ow15I= No yes w +2M45 85-t12') Cn E CI `V Co O C O /CL O L U) "BellessiddelP m m U � Q r) O CC W� Q ZJ Z Q J SHEET NO. March 6, 2023 PA 1 1 _ I I 1 1t - - I - I - - - - I 7 I TI -6 -• 0 i (� 0 �... \\ U 0 �• L EMM Simpson Strop Tie 2020 FBC Approved Products p g- pp For drect Inks to SST listed below: CLICK HERE Updated 12f30r202o - Simpson Strop Tie 2020 FBC Approved Products p g- pp rot direct rinks to all SST approvals listed below, CLICK HERE. Updated 12l3012020 Simpson Strop Tie 2020 FBC Approved Products p g_ pp For direct Inks to SST Btled CLICK HERE. Updated 1213012020 pf` Simpson Strong -Tie 2020 FBC Approved Products jl4ad 12 Q 0 O all approvals „ ,�. all approvals below, ® For Urect Inks to all SST approvals listed below. CLICK HERE. nD A V L1� + For additional information regarding Florida's Statewide Product Approval System and Man -Dade County Notice of Acceptance (NOA). CLICK HERE. For additional Information regarding Florl Statewide Product Approval System and Marra ode County Notice of Acceptance (NOA), CLICK HERE. + For additional Information regarding Florida's Statewide Product Approval System and Miami -Dade County Notice of Acceptance (NOA). CLICK H ERE. For additional Information regarding Florida's Statewide Product Approval System and Marbi-Dade County Notice of Acceptance (NOA). CLICK HERE. .� U N N FL#238b-R7 FL#10446-R6 FL#104WR5 11 HUS, HUSC series hangers Face -mount hangers available In widths ranom 1.518" to 9116" and heights ranging from 4-5116" to 11icealed flange o y ' U Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description Sea # Product fatodal. Number or Name Product Descrntion version (H USC) avaiabl� for modals having equalio or _-0 O 1 Titan Stainless Steel Concrete &Masonry Screw (TTN-SS) 114"diameter Titan stainless steel masonry screw A21, A23, A33, A34, A35, A44 Angles 1 BT, BTB. BTH Br ck Tes neater than 3-9116" 9 0 0 L 2 APA21, APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI6 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1-71 " 37� CX :;S O 0 Q 0 3 APB44. APB44R, APV666, AP866R, APB88, APB88R, AP61010, APB101 OR, APV844, Outdoor Accents Post Bases 3 CS114, CS16, CS18, C520, C522 Coiled Straps 518" and heights ranging from 9-1/4" to 16' -4 rp Cri 0 L FL#9589-R6 APVB44R, APVB66, APVB66R, APV688, APVB88R, APVB1010, APV8101 DR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25-SOS, LGU3 83-SDS, LGU5.25-SDS Face -mount hangers N c ti-4 (U to y- 0 _ Co APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6.. Outdoor Accents Deck Joist Ties 5 CTS218 Compresslo VTension Strap 14 LU24, LU26, LU28, LU210 Face mount hangers y rn p a Co 0 Seo #f Product Model. Number or Name Product Description APVDJT2R-6 6 DSP, SSP, TSP Stud to Plate to i5 LUC26Z, LUC21 OZ Face -mount hangers Q t. o 0 1 SD10112DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R. APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, H3, H5, H7Z.. H16. H16S, H16-2, H16-2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ra trig f-9116"io 4- nr ro 0 0 }• L 2 SD9112, SD9212, SD10112, S010212 Strong -Drive SO Connector Screw 6 APL4, APL6, APT4, APT6, APVL4, APVL6, APVT4, APV76 Outdoor Accents L and T Beam-to-Colurnn Ties 8 HGT-2, HGT-3, HOT-4 Heavy Girder Tiedown 518" and heights ranging from 3" to 10-151 a rX a+ (n Q 3 SD9112SS. SD9212SS Strong -Drive SO Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210. APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.63-SDS, MGU5.25-SDS, MGU5.50-SDS, MGU5.62-SDS, MGU7.00-SUS Face -mount hangers y c ` CD 4 SDCF22434 SDCF22512 SDCF22614, SDCF22700, SDCF22858, SDCF221014 Strong -Dove SDCP Timber CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2•SDS1 5, HSS2-2-SDS3.. HSS2.3-SDS3 HSS4-SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging 1-91 �tos1 -Z `�^ V J Q SDCF221134, SDCF221334, SOCF271958, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2. HST3. HST5. HST6 Straight Straps 1/8" and heights ranging from 6-15/16'to 19- VZ. ;j S' 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Stang -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Toast Strap i 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Jost Tie 13 HTSQ16KTZ. HTS020KTZ Heavy Toast Strap 20 SUR. SUL SURC, SULC series hangers Skewed face -mount hangers available in vodths ranging-0ro C � R 6 SDHR27400. SDHR27614, SDHR31400, SDHR31614 Strong-Drme SDHR Combo -Head Screw 12 US Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9110" to 3-9/16' and heights ranging from 3-1l16'to 13-314" y 7 SDS25112. SDS25134, SDS25200, SDS25212, SDS25300, SDS25312, SDS25412. Strop Drive SDS Heavy -Duty Du Connector Screw g- y- Ty 13 FC4. FC6 Framin Cli s g p 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange ve slop (SURC, SULC) available for all da#?le� SDS255X SDS25800, SDS25800 14 FWANZ Foundation Wall Angles 16 LSTI49, LSTI73 straight Straps 2X and 4X models; only acute flange is concealed. ,� v 8 SDS25112SS, SDS25200SS, SOS25212SS, SDS25300SS, SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1. GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9116" to.-. 9 SDWF2716, SDWF2720, SDWF2724: SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, H10A.2, H10S, H14, HGA10 Hurricane Ties 18 LTS12, LTS16, LTS18, LTS20 Light Twist 6" and heights ranging from 2.518" to 11-1/4" 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium Girder Tiedown 18 HH4, HH6 Header Hangers 20 MST27, MST37, MST48, MST60, MST72 Straight Straps FL#10007-R6 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12 MSTA15. MSTA18, MSTA21, MSTA24, MSTA30, MSTA36 MSTA49 Straight Straps FL#10667-1116 20 1-30, L50, L70. L90 Angles 22 MSTC28, MSTC40, MSTC52. MSTC66, MSTC78 Straight Straps Sea # Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC48B3, MSTC6863 Pre -Bent Straps 11" Product Model. Number or Name Product Description 1 ATR318, ATR112, ATR518, ATR314 Threaded Rods 22 LS30.. LS50, LS70, LS90 Skeivable Angles 24 MSTI26, MSTI36, MSTI48, MST160, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-0116" to 7- 2 ATUD5, ATUDS-2, ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS18, MTS18, MTS20, MTS24C, MTS3Q MTS30C Medium Twist Strap 1/8" and heights ranging from 7-1/8" to 30". 3 BP318-2, BP1/2, BP112-3. BP5/8-2, BP5/8-3. BP314, BP314-3, BPRTUD3-4 Bearing Plates 24 LSSJ26LZ, LSSJ26RZ, LSSJ28LZ. LSSJ28RZ. LSSJ21OLZ, LSSJ21ORZ Field Adjustable Jack Hanger 26 NCA2x10-12, NCA2x12-12, NCA2x8-16, NCA200-16, NCA2x12-16 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-5/6" to 7- 4 CNW3/8, CNW112, CNW518, CNW314, CNW5/8-112, CNW314-5/8 Coupler Nuts 25 LSSR1 81, LSSR2 1, LSSR2 37, LSSR2 56, LSSR210-2, LSSR410 Field Adjustable SlopeableirSkevvable Hanger 27 RCW612, RCWB14 Wall Bracing 1/8" and heights ranging from 9-1/4" to 24". 5 CTUD55, CTUD65, CTUD66. CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97. Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-112'to 3- CTUD98, CTUD99 27 ML23Z, M1_24Z, ML28Z, ML28Z, ML21 OZ Angles 29 RSP4 Stud to Plate Connector 518" and heights ranging from 7-1/4" to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 26 MMH8 Roof Tie -Down 30 SP1 SP2, SP4, SP6, SP8 Shad Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-314" to 3- 7 RTUD3, RTUO3B, RTUD4, RTUD48, RTUD5, RTUD6, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 518" and heights ranging from 9-114" to 24" 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26.2, MMLU28, MMLU28-2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1,5, S82.5.. SS3, SS4.5 SAid Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5.114" to 8- 9 TUW38 Take -Up Washer 31 RBC. RBCP Roof Boundary Clips 33 ST9, ST12, ST18. ST22, ST292, ST2122, ST2115, ST2215, ST6215, ST8224, ST6236 Straight Straps 718" and heights ranging from 11"to 32-112" 10 URS3 318" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 T620, TB27, TB30, T1336, TB42, TB48, TB54, T856, TB60 Tension Bridging 6 EGO series hangers Top flange hangers available in widths ranging from 3-518" to 7- 11 URS4 112" Uplift Rod Run Tiedown System 33 RTC22Z, RTC42, RTC2Z. RTC44 Rigid Tie Connectors 35 TWB10, TWB12, TWB14 Wall Bracing 1f4" and heights ranging from 11-114" to 37' 12 URS5 518" Uplift Rod Run Tiedown System 34 STC. STCT, DTC. HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiediamm 7 GLS series hangers Saddle hangers available in widths ranging from 3-1/4" to 6-718" 13 URS6 314" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WS106, WB10BC, W6126, WB126C, WB143C Wall Bracing and heights ranging from 8-112" to 28". 36 Z2, Z4, Z44 Panel Stiffen at Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 1/8" and heights ranging from 11"to 32' FL410441-136 171-410531-R5 9 HB series hangers Top flange hangers available m widths ranging from 1-9116" to 7- FL#10447-R5 1/2" and heights ranging from 8" to 30" Product Model, Number or Name Product Description §gJA Product Model. Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-1/4" to 8-718" 1 DTT2 Hold-down Sea it Product Model, Number or Name Product Description 1 CBH2 37x5.5, CBH2.37x7 63, CBH2.37x9.75 Concealed hangers and heights ranging from 10-1/2' to 28". 2 HDC1014, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4" to 8- 3 HD08, HHDQ11, HHDQ14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3, DSC5RSDS3, DSCSL-SDS3 Drag Strut Connectors available in widths ranging from 1-9/16'to 3-9118" and heights 7M" and heights ranging from 7-1/2'to 32' 4 HDU2, HDU4, HDUS, HOUB. HDU 11, HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9-1/8" to 23-15/16". 12 HGLTV senes hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63-SDS: HGU5.25-SDS, HGU5.50-SDS, HGU5.62-SDS, HGU7.00-SDS, HGU7.25- Face -mount hangers 1/8" and heights ranging from 14" to 33" 6 LSTHD8, LSTHD8RJ Strap -style hold-down 5 HHRC2-2, HHR042, HHRC42-2, HHRC411 81, HHRC44, HHRC5.25/3.25, HHRC5. 37t3. 12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5115" 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- 9/18" and heights ranging from 18" to 26' 8 MPA132, MPAI44 Strap -style purlin anchor 6 HRC1.81, HRC22 Hip Ridge Connector 318" and heights ranging from 55/16" to 12-718". 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-118"t0 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28 LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGL15.50-SDS, HHGU5.62-SDS, HHGU7 00-SDS, HHGU7.25SDS, Face -mount hangers 3-9116' and heights ranging from 5-318" to 13-1/8". 10 PAI18, PAI23, PAI28. PA135 Strap -style purlin anchor 8 LSU26, LSSU28. LSSU210 Light Slopeable/Skewrable U Hanger HHGU9.00-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9t16" tc 5- 11 STHDIQ STHDIORJ Strap -style hold-down 9 TBE4, TSE6 Truss Bearing Enhancer 6 HHUS26.2 HHUS28-2, HHUS210-2, HHUS46, HHUS48, HHUS410, HHUS5.50110, Face -mount hangers 112" and heights ranging from 3-7/16- to 15" Concealed flange 12 STHD14. STHD14RJ Strap -style hold-down 10 TC24, TC26, TC28 Truss Clip HHUS7.25110 version (H UCTF) available for all models having width equal t0 or 11 THA29, THA213, THA218, THA218-2, THA222.2, THA413, THA418, THAC418, THA422, Adjustable Truss Hangar 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9116". THAC422. THA426 THA422-2, THA426-2 118" to 5-118" and heights ranging from 4-314" to 15-3/4"- 16 HWP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 12 THA11.81f22, THAl2.06122, THAI2.1 /22, THA1222, THAI322, THA13522, THAI422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available for all 118" and helghts ranging from 5.3/8" to 28" 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4X models; only acute flange Is concealed, 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26. HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2 Face -mount hangers 112" and heights ranging from 5-3/8" to 32' 15 THJM2-4-SDS3, THJM2-5-SDS3, THJU26, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available in vedths ranging from 1-9/16" to 3- 16 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2-718" to 19-114". Concealed flange 5/8" and heights ranging from 9-118" to 16' 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (H UC) available for all models having width equal to or 19 JS series hangers Top flange hangers available in width of 1-9116' and heights 18 VTCR Valley Truss Clip greater than 2-9/16" ranging from 5.318"to7.114" 10 HUCQ1 8119-SDS, HUCO1 81/11-SDS, HUCQ210-2SDS, HUCQ210-3-SDS; HUCQ310- Face -mount hangers 20 J13A series hangers Top flange hangers available in width of 1-9/16' and heights SDS, HUCQ410-SDS, HUCQ412-SDS. HUCQ525/9SDS, HUC05 25/11SDS, HUCQ610- ranging from9-3/18" to 13-118" SDS, HUCQ612-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 12Y3(Y2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 E� Simpson Strong -Tie 2020 FBC Approved Products p g pp Updated 1 Zl30l2020 • Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 For direct Inks to all SST approvals listed beiov, CLICK HERE For direct inks to all SST approvals Isted below.. CLICK HERE For direct Inks to all SST approvals listed below, CLICK HERE. ® For divot Inks to ell SST approvals Isled below, CLICK HERE. " For additional information regarding Florida's Statewide Product Approval System and Mani -Dade County Notice of Acceptance (NOA). LUCK H ERE. . For additional information regarding Florida's Statewide Product Approval System and Miami-Dede County Notice of Acceptance INCA). COCK H ERE, " For additional Information regarding Florida's Statewide Product Approval System and Mami-Dade County Notice of Acceptance (NOA). CLICK HERE, For additional information regarding Florida's Statewide Product Approval System and Man -Dade Canty Notice of Acceptance (NOA), CLICK H ER E. 21 LB series hangers Top flange hangers available in width of 1-9116' and heights FL01468-115 18 S1LBV1.56, S/LBV1.81, VL8V2.06. StLBV2.37, SILBV2.56, S/LBV2.68, S/LBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-318" to 15-1/8". SILBV3.56, S1LBV3, 62, VLBV4.06 S/LBV412L S/LBV4.28, S1L BV4.75 S/1_BV5.50 6 Strong -Bolt 2 (ST62. STB2.4SS, STB2-6SS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9116" and heights Sea # Product Model. Number or Name Product Description 19 517720, SIOTT2Z, S/HTT14, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3116" to 13-1/8" 1 HHUS210-3, HHUS210-4 Joist Hanger 20 S/MST60, SIMST72 Straps 118 mil (10 ga) 7 Titen HO (THO-H, THD-HMG, 7HD-H4SS, THD-H6SS, THD-CS, THD-CSSSS) Titen HD Heavy Duty Screw Anchor for concrete and masonry 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 2 HR56. HRS8, HRS12 Strap Ties 21 SP4, SP6 Stud Plate Ties available with hex head in carbon steel and Types 304 and 316 718" and heights ranging from 9" to 33-1/2" 3 HUCQ210-2-SDS, HUCO210-3-SDS, HUCQ310-SDS Joist Hanger 22 SSP, DSP, TSP Stud Plate 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 5- 4 THGB2, THG83, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, OTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to 32-1/2' 5 THG02SDS3, THG03SDS4 5, THGOH2SDS3, THGQH3SDS4 5, THGQH4-SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (THD37634RC, THD50934RC) Then HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titen HD Threaded Rod Hanger (THDB25168RH, THOB3715811H. TH037212RH. Titan HD Threaded Rod Hanger for concrete 1f8" and heights ranging from 9-114" to 24" THD50234RH, THD10212RH) 26 PF, Pi PFDB, PFDSB series hangers Top flange hangers available in width of 1-9/16" and heights 10 Wedge -All 9 (WA) Wedge -All Anchor for masonry ranging from 3-318" to 7-118" FL#11473-R5 FL#13904-R5 27 RR Ridge ratter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-9/16'to 7- Sea # Product Model. Number or Name Product Description Srla # Product Model. Number or Name Product Description FL#16230-R8 118" and heights ranging 9-114" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCOM3 82-SDSHOG, CCQM4.62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.82-SDSG, CCTQM5.50-SDSG, CCCOM3.62-SDSG, CCCQM4.62-SDSG, §g" Product Modal. Number or Name Product Description 3 H15, 1116S, H16-2, H16-2S Hurricane Tie CCCQM5.50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10860-R3 4 HETA12, HETA16, HETA20, HEfA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLQM4.62G-KT, ECCLOM5.50G-KT, ECCLLQMD3 62G-KT, Masonry Per Caps 2 ET -HP FGHP Epoxy Adhesive for masonry 5 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor ECCLLQM04.62G-KT, ECCLLQMD5.5OG-KT, ECCLRQMD3.62G-KT, ECCLROMD4,62G- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry $$9.i� Product Model. Number or Name Product Descnptron 6 HGAM10, HM9 Masonry retrofit connectors Y KT, ECCLRQMD5.50G-KT 4 Strong -Bolt 2 (STB2) Sarong -Bolt 2 Wedge Anchor for masonry .�J n, 1 ABA44, ABA44R, ABA46, ABA46R, ABA66, ABAWR Adjustable Post Base 7 HHETA16, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5. 25, HGUM5.50, HGUM7.00, HGUM7 25, HGUM9 00 Heavy Masonry Hangers 5 Titen 2 (TTN2) Titan 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ABU46, ABU46R, ABU5-5, ABU5-6 ABU65, ABU66, ASU66R, ABU88, Adjustable Post Base 8 LGT2, LGT3-SOS2.5, LGT4-SDS3 Girder Tiedown 4 LGUM26.2, LGUM26-3, LGUM264, LGUM28-2, LGUM28.3 LGUM28-4, LGUM210-2, Masonry (Steam Hangers 6 Trion HD (THD-H4SS, THD-H6SS, THD-CS6SS) Tien HD Heavy -Duty Screw Anchor for concrete available in 304 ABU88R, ABU1010 ABU1010R. ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM46 LGUM48 LGUM410 or 318 stainless steel with hex head, and 316 stainless steel with 3 ABW44Z ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ ABW7-7 Adjustable Post Base 10 META12, META16, META18, META20, MEfA24 META40 Embedded Truss Anchor 5 MBHA3.1219 25, MBHA312111 25. MBHA3.5617 25, MBHA3.5619.25, M8HA3 56/11.25 Masonry Top Flange Beam Hangers countersunk head 4 A04, AC41R, ACE4, ACB, AC6R, ACE6 Post Cap 11 MSTAM24, MSTAM38, MSTCM40, MSTCM60 Step Tie for Masonry MBHA&56/11.88, MSHA3 56/14, MBHA3 56f16, MBHA3.56118, M8HA5.5Of7.25. 7 Titan Turbo (TNT) Then Turbo Screw Anchor for concrete or masonry V 5 BC4, BC46. BC4R, BC6, BC5R, BC8, BC52-2/4, SC32-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16.. HTSM20 Twist Strap for Masonry MBHA5.50/925, MSHA5.50111 25, MBHA5.5001 88. MSHA5.50/14, MBHA5. 50116, 6 C644, C646, C948, CB613, C1368 CBSO88-SOS2 Embedded Column Base Column Base MBHA5.50118 /'�'� 7 8 CSSQ44-SDS2, CSSQ46-SDS2, CBSQ65-SDS2. CBSQ86-SDS2, CC, ECC, ECCU Series Embedded Bolted column caps with W1 ranging from 3-114" to 9-112" and FL#11496-R5 6 MBHU3.56/9.25, MBHU3.56/11.25, MBHU3.56/11.88, MBHU3.58114. MBHU3,56/16, MBHU3 56118, MBHU5.5019.25, MBHU5.50111.25, MSHU5.50111.88, MBHU5.50114, Masonry Beam Hangers FL#16837-R3 `�/ > W2 ranging from 3-5/8" to 7-1/2" MSHU5.50116, MBHU5 50118 §&g� Product Model. Number or Name Product Description O 9 CCQ-SDS2.5, ECCQ-SO82 5 Series Screwed column caps with W1 ranging from 3.1/4" to 9-1f2" and Sea # Product Model. Number or Name Product Description 1 X3491016.5K X1S1016, Xt B1016-4K, X01 S1016, XQI61016-4K 410-16 Streng•Drive X Metal Self -Drilling, Tapping Screws with #3 W2 ranging from 3.5/8" to 7-1/2" 1 OTTIZ Deck Tension Tie Drill Point 10 CPT44Z, CPT66Z, CPT887 Concealed Post Tie Base Post Base 2 3 H012, HD19 HD3B.. HD58: HD76: HD9B Bolted Holdowns Bolted Holdowns FL#13975-R6 2 XLQ114T1224. XLQ1148f 224-2K 412-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping ^ 11 EPB44A, EPB44, EPB46, EPS66 Embedded Screws with #6 Drill Point and Large Diameter Hex Washer Head 1�L 12 EPS4Z Embedded Post Base 4 HTT4, HTT5, HTT5-314 Tension Ties Sea 9 Product Model, Number or Name Product Description 3 XMQ114S1224, XMQ1 14BI 224-2K 412-24 Strong -Drive XM Medium -Head Metal Self -Drilling, O 13 LCB44, LCB66 Embedded Column Base 5 LTT19, LTT20B, LT-FI31 Light Tension Ties 1 SDW22300, SOW22336, SOW22438, SDW22458, SDW22500, SOW22600, SDW22638. Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPC6Z Light Post Cap SDW22634 4 XQ114S1224, XQ114B1224-2.5K X114S1224, XQ1I2S1224. XQ1 12BI 224-2K #12-24 Strong-Dnve X Metal Self -Drilling, Tapping Screws with #5 i� 44 15 MPB44Z, MPB66Z, MPB88Z Moment Post Base 2 SDWC15450.SDWC15800 Strong-OriveSOWC TRUSS Screw Drill Point U 16 P644, PB44R, PB46, PB66, P866R Embedded Post Base FL#13628-R3 3 SDWH193OODB, SDWH19400DB, SDWH19600DB, SDWH198000B.. SOWH191000DS Strong -Drive SOWH TIMBER-HEXSorew 5 XU34S1016, XU34BI016SK #10-16 Strong -Drive XU Metal Self -Drilling, Tapping Screws with 17 PBS44A, PBS46. PBS66 Embedded Post Base Base 4 SDWH274000. SOWH27BOOG. SDWH278000, SDWH271000G, SDWH2712DOG Strong -Drove SDWH TIMBER -HEX H DG Screw #1 Drill Point 18 PBV6, PBV10 Round Post Sea # Product Model. Number or Name Pmduct Description 5 SDWS16212, SDWS16300, SDWS16312, SDWS16400 Strong-Dnve SOWS FRAMING Screw 19 PC44-16. PC46-18, RC48-18. PC64-16, P066-16. EP044-16 EPC46-16, EPC48-16, Post Cap 1 SB5t8x24, SB718x24, SB1x30 SB Anchor Bolts 6 SDWS19600, SDWS1971Z SDWS22400,SDWS22500.SDWS22512, SDWS22600. Strong-OrrveSOWS TIMBER Screw(Intenor Grade) O EPC84-16, EPC66-18 2 SSTB16, SST620, SSTB24. SST828, SSTS34, SSTB36. SSTBI6L, SSTB20L, SSTB24L. SSTB Anchor Bolts SDWS22800, SDWS22900, SDVVS221000, SOWS221100. SOWS221200. SDWS221500 FL#33320-RO 2D PC4Z. PC4RZ, PCOZ, PCBRZ, PC8Z, PC8RZ. EPC4Z, EPC4RZ, EPCBZ, EPCBRZ. EPC8Z, Post Cap SSTB28L 7 SDWS22300DEI SDVVS2240ODB, SDWS2250008, SDWS22600DB, SOWS22800DB, Strong -Drive SOWS TIMBER Screw (Exterior Grade) EPC8RZ SDWS2210000B Sea # Product Model. Num bar or Name Product Description 21 PPB44-4Z. PPB44-6Z Post Base 8 SDWS22312DBB, SDWS22512DBB Outdoor Accents Structural Wood Screw 1 OSSCB43.5. DSSCB48, DSSCB48, DSHS Bypass Framing Drift Strut Connector A 1 22 RPBZ RetrofR Post Base FL#13872-R4 9 SDWS273OOSS, SDWS27400SS, SOWS2750OSS, SDWS27600SS, SDWS27800SS, Stang -Drive SOWS TIMBER SS Screw 2 FCB43 5 FCB45,5. FCB47 5, FCB49.5, FCB411.5 Bypass Framing Feed -Clip Connector \'^V SDWS27100DSS, SDWS27120OSS 3 FPHSD34S1016, FPHS03481016, FPHSD34B1016-5K. FPHSD34S1214, #10-16 and #12-14 Strang -Drive FPHSD Framing-tc-CFS Seff- vI Sea x Product Nodal Number or Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214, FPHSD34B1214-5K Drilling, Tapping Screws FL#10866-R5 1 CMST12, CMST14, CMSTC16, CS14; CS16, CS18, MO, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC425, LSFC625, SFC2 25, SFC4.25, SFC6 25 Steel Framing Connector M 2 HRS6. HRS8, HRS12, FHA6, FHA9, FHAl2, FHA18. FHA24. FHA30, MSTI26, MST136, Straps 97 mil (12 9a) 5 LSSC4.25, LSSC6.25, SSC2.25, SSC4.25. SSC6.25 MSSC2.25, MSSC4.25. MSSC6.25. Steel Stud Connectors • ■ ■ 32a # I Product Model. Num bar or Name FJA, FSA Product Description Foundation Anchor 3 MSTI48, MST160, MSTI72, S/MST27, S/MST37, SlMST48 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Straps FL#15363-R3 6 MSSC4.25KW, MSSC6.25KW RCKW3, RCKVV5.5, RCKW7.5, RCKW3S. RCKW5.5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA36, LSTI49, LSTI73, MSTA9, MSTA12, MSTAI5, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 ga) 7 SCB43.5, SCB45 5, SCS47 5, SCS49.5, SCR411 5, MSCS45.5, MSCB47 5 Bypass Framing Slide -Clip Connector 3 GH46-6. GH46-8, G H48-6, GH48-8, GH41 M. GH410-8, GH66-6.. GH56-8, GH68-6, GH58- Girder Hanger 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292. ST2122. ST2115, ST2215 Straps 33 mil (20 ga) sea X Product Model. Num Der or Name Product Desenntlan 8 SCS32-5197, SCS62-5/97, SCS62-5/118, SC582-5/118 Bypass Framing Connector 8, GH610-6, CH610-8 6 LSUB1-1325, SUBH3.25, MSUBH3 25 Bridging Connector 1 AS 16, AS 18S5, AS 18S6 18 ga. Truss Plates 9 SCW3.25. SCW5.5 Head -of -Wall Slide -Clip Connector 4 GLB5A, GLB5B, GL85C, GL650, GL67A GL67B, GL67C.. GLB7D Glulam Bearing Plata 7 LTP5 Lateral Tie Plate 2 AS 2OHS 20 ga. High Strength Truss Plate 10 SJC8.25. SJC10.25, MSJC8.251 MSJC10.25 Steel Joist Connectors 5 GLBT512, GBLT812, GLBT518, GBLT616, GLBT520, GBLTS20 Glulam Bearing Plate 8 LTS12, LTS16, LTS18, LTS20 Light TwristStraps 3 AS-20 20 ga. Truss Plate 11 SSB3.51a Bypass Framing Slide -Clip Strut Connector 6 HGLBA, HGLBB, HGLBC. HGLSD Heavy Glulam Bearing Plate 9 MSTA30, MSTA36, ST0215, ST6224. ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH34B1414, XLSH78B1414 #14-14 Strong -Drive XLSH Shouldered Self-Onting, Tapping O 7 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 10 MSTC66, MSTC78, ST6236 Straps 68 mil (14 ga) Screws LU 8 UFP1OSDS3 Universal Foundation Plate 11 MTS12, MTS18, MTS18. MTS20. MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQ1S1018, XQ1B1016-4K, X01S1214. X0161214-3.5K, XQ78S1224, X078131224-31K, 410-16 412-14 and #12-24 Strong -Drive X Metal Self -Drilling, S� 9 URFP Universal Retroft Foundation Plate 12 St61.55, S161.81, SIB2.06, SIB2.37, S1`B2 56, S/B2.66, SIB3.12, 51B3.56, SI63.62, SIB4.06, Top Flange Joist Hangers FL#15730-R4 X01I4S1224, XQ114131224-2 5K, XQ11281224, XQ112B1224-2K, X3461016-5K4 Tapping Screws Q S1B4.12, SfB4.28, SfB4.75, S/B5.50 X1 S1018, XIB1016-4K, X1S1214, X1B1214.3 5K 13 SfBA2,1218, SIBA2.12/10, S/3A2.12/12, SIBA212/14, SIBA4.1818, S/BA4.18/10, Top Flange Joist Hangers Sea # Product Model. Number or Name Product Description Z J S1BA4.18112, S/BA4.18114 1 ET -HP Adhesive Anchor for concrete Z 14 SIH1A Hurricane Tie 2 GAC, GDP, GDPM-50, GOPM-75, GDPM-100, GDPS, GW50, GW-75. GW-100, GTH Gas -actuated fasteners and assemblies 15 S1HD8S, S/HDBB, SIHDIOS S/HD10B, SlHD1SS, S/HD15B Holdowns 3 POPA, PDPA-K, PDPA-MG, POPAT, PDPAT-K, PINW, PINWP, PINVwtP-W, PDPAWL, Povvrler-actuated fasteners threaded studs, and assemblies Q 16 S1HDU4, S1HDU6, S1HDU9, SIHOUI I Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 J 17 StJCT, S/HJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete a SHEET N0, March 6, 2023 PA 1.3 1 __ 1 II -- - -1-- - - - - L I - - -- I I -- - I O C- rn Cu O > U MIAMI•DADE xnrAM-BADE Corr* PRODt;CTCONTROLSECTION PGT Industries. Inc. N PGT Industries, Iuc. O O O i i- -0 Q- "'os PGT Industries. Inc. �, ty O Q p a` riso: sa 26 s7eec P.00m '�!'�} NOTIC:E OF ACCEPT-1-NCE: EVEDENC•E SiB.1 Ti•TED NOTICE OF AC:C:EPTANCE: EtTDENCE SIB -BITTED ^ ty CD -0 D£PA.I;TbiE.'VTOF REGULATORIi'Ah•DECO�tOItiIIC RESOURCES (RER) �4u:ma, F'le�-s2ia 33I75 BQMMXND C ODE ADUMISTRATION DIVISION T (-.?$E 3I -254o F i?&63 3}5-- Eg 'NOTICE OF ACCEPTANCE: EVIDENCE SFB3IITTED � '� V a � NOTICE OF ACCEPT ANCE (N'OA) i xmuavidsde.ractecosomF 1. Evidence submitted under previous NOA o D. QIALIT ASSL'RkiNC'E j � � � � t13 cu Fn A. DR�iTtrLNGS B. TESTS (continued) ) 1. Miami Dade Department of Regulatory and Economic Resources (RER)_ "i m o N -0 U O PGT Industries. Inc. 1070 Technology Drive. 1. Mlanufacturers die drawings and sections. 5. Test report on 1) Air Infiltration Test. per FBC. TAS 202-94 �, C p "0 - L O Q North Venice. FL 34 27 5 (Snbndffed nnder.N70A.o.11-41077 fill 2) Uniform Static Air Pressure Test- per FBC. TAS 202-94 E. '1LITERIAL CERTIFICATIONSQ o O L.L SCOPE: '. Drktvulg No. MD-55'0.0. titled Sliding Glass Door NOA (L-M)- . sheets 1 3}Rater Resistance Test. per FBC_ TAS 202-94. 1. Notice of Acceptance No- V"528.14 issued to Vision Extrusion Limited for th a Q :..-• ,,_ cis � This NOA is being issued under the applicable rules and regulati€us governing the use of constructionmaterials . The through 21 of 21. prepared by manufacturer, dated 10, {15,`l3. with revision A dated 4) Large Missile Impact Test per FBC. TAS 201-94 1N1dte Rigid PVC Exterior Extrusions for Windows and DoorsT. dated 0813. � o � - _ �_ � O documentation submitted has beenre-.-iew'ed and accepted li�,•hiiami-Dade County RER -Product Control Section to 04�05 1T signed and sealed by A. L-vmn Miler_ P-E. 5) Cyclic 11r .ind Pressure Loading per FBC. TAS 203-94 expiring on 09�30'19. � 3 O � � L be used m : Dade Coutuy aril other area P where alloy cot by the Authoritf Ha< ing,lurisodictlou (AIIT). 6) Forced Entry Test- per FBC. TAS 201-94 2. Notre of Acceptance No.16-0920.08 issued to Vision Extrusion Lmiited fort 7E . i - � .; � � OR co Q This NOA ,shall not be valid afterthe expiration date statedbelow The Miami -Dade County Product Control Section B. TIE STS along with marked up drawings and installation diagram of Lrinyl sliding glass door, prepared 1000 Tan 202 and lighter Shades (Non -White) Rigid Pt-C Exterior Extrusions for ' � . m 4z7 I- � . �_ (n Q (In MiamtDade County) andlorthe AHJ (in areasother than Miami Dade County) reserve the right to have this 1- Test report on 1) Uniform Static Air Pressure Test. per FBC. TAS 202-94 by Fenestration Testing Lab. Inc._ Test Report No. FTL 8549. dated 1106:15_ signed and Windows and Doors`", dated L1`08116. expiring on 12,29:21- Q L product or material tested for quality amurance purposes. If this product or material fails to perform in the accepted 2) Large Missile Impact Test per FBC. TAS 201-94 sealed. by Idalnus Ortega. P. E. (Test report revised on 12,104 15 and 0 2,11.16) 3. Notice of Acceptance No.1"528.15 issued to Vision Extrusion Lm3ited for their manner, the manifacturer urill incur the expense of such to sting and the AFU may immediately rev oke- mo difv, or Cyclic �h�ind Fressurle Loading FBC, TAS 203-94 } 1 � �_ 6. Test report on 1) Air Infiltration Test, per FBC. TAS _0_ 94 '_Brown C oa ted {Painted or Laminated] White Rigid PVC- Eltel20r' Extrusions for suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this along with marked -up drawings and installation diagram of trinyl sliding glass door. prepared 2) Uniform Static Air Pres ime Test_ per FBC. TAS 202-94 Windows and Door's'`. dated 081l1,15. expiring on 09:30;19- acc eptance. if it is determined by isami-Dade County Product Control Section that thus product or material fails to meet thererequirements of the applicable guild code. q ' by Fenestration Testing* Lab_ Inc._ Test Report No. FTL 8717. dated 11-1 i 7113_ signed and '12_ 3) W. titer Resistance Test. per FBC, TAS �0 94. 4- Notice ofAcceptance twice No. 16-0? 12.02 issued to TERGI Fenestration Solutions USA, eF This product r8 epptot�ed as described herein and has been designed to Coiner}' with the Florida Building Code. sealed by Idalnris Ortega_ P- E. (Test report revised on 02115' 16 and 0?'24'16) 4) Large Missile T,..,,,act Teat FBC. TAS 201-94 `u'F' � Inc. for their -TAN 3040 and Lighter Shades (Non -White) � '"'g`d FVC- Exterior including the High VelocityHunicane Zone 2. Test report on 1) Air Isr#iitratiou Test, per FBC. TAS 202-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Ein,usions fot• i3'indows and Doors" dated 09�'15,'16, expirke on 01`04121. DESC:RIPITTOI: Series=70�'27; 0" 'inti 1 Sliding Gla ss boar (Reinforced} 'sro 90°.C: I3*° ror©era L'4id. '- _} Uniform Static Air Pressure Test, per FBC, TAS �0_ 94 along «lilt marked p dra in and Yr-r�llati n diagram ©f��inyi Sliding Mass door- prepared - - Notice of Acceptance Na_ 16-0?12.01 issued to ERTERGI Fenestration Solutions USA. APPROVAL DOCUSIENT: Drawing No. "-%1D-5_570.0 Rey- B. titled Sliding Glass Door NOA (I-Nf) &beets 3) Rater Resistance Test_ per FBC. TAS 202-94. by fenestration Testing Lab. Inc..- Test Report No. FTL 8552. dated 1? 6415- signed and Inc. for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior - 1 trough 2 i of 21. prepared by tnanrrfacnxrer, dated 10 05.'15 and last reused on 0201 ,1. signed and sealed by P ep 4 Large Missile t Test FBC. TAS 201-94 ) Impact 1; _ � sealed by Idahuis Ortega, P. E. (Test report revised on 0: 15 �016) � Extrusions for Windows and floors" dated 09,15,16- expiring. on 04.E 16,`_0. - A. Lynn Miller. P-E.. bearing the Xhami-Dade County Product Control Redid u stamp oath the Notice of 5) Cyclic Wind Pressure Loading per FBC_ TAS 203-94 7. Test report on 1) Uniform Static Air Pressure Test, per FBC. TAS 202-94 6. Notice of Acceptance No.16-0112.03 issued to ENERGI Fenestration Solutions USA, "iZhite 'dated Acceptance number and expiration date by the'Niiami-Dade County Product Control Section 6) Forced Entry Test, per FBC, TAS ?02-9 �) Large Missile Impact Test per FBC. T.as . 01-94 Inc. for their Rigid PVC Exterior Exnvsions for Windows and Doors `11SSII.E I,l[PAC'T RATLNG: Lard and Smnll3iissile Impact Resistant along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared 3) Cyclic Wind Pressure Loading per FBC. TAS 203-94 08:10;'17, expiring on 02,28,18. Limitations: by Fenestration Testing Lab, Inc.- Test Report No. FTL 8546- dated I V06r15- signed and alongwith marked-u drawings and installation diagram of vinyl slid- p gs mg glass door. prepared �_ ' - _ `• 7. Test reports No(s). 10-00� 79_(A). 10-06-M05_7 5357: 3-09. per ASTIv E-84_ 1. See table 1 (sheet 2) and table 2 (sheet � for applicable SOD unit sizes. design pressures, reinforcements gpes. sealed by Idalniis Ortega P_ E. (Test report revised on 0L104:16 and 02`11: 2016) .�- by Fenestration Testing Lab. Inc.. Test Report No. FTL 6638 (samples A-1 thru A-22). dated ASTMID 1929 and ASTMS)-635. issued by EXOVA to Vision Extrusion for cellulosic glass es. sill riser (see tables B-1 & B-2 _ sheets 7-$ and anchor la gout sheets re uinments in 11 thru 16. types. ) l q y �. Test report on 1) Air Infiltration. Test. per FBC, TAS _0_ 94 11 19.10- signed and sealed Jo _ A_ Canso. P. E. (SrrbtrtitfetT nnd�r.�`01Nr� 11- i' b5 composite material. _'. Rigid Xhite PVC. Tan (Non -white) Rigid PVC andBrown coated (Painted or laminated) -white Rigid PVC to be 2) Uniform Static Air Pres�.re Test_ per FBC'. TAS 202-94 UI ti.', t?,(1 (•Strbnlifted render :i 0.4 Ao. 11-fl1 U' 0-t! labeled per referenced NOA's requirements. 3 Water Resistance Test. FBC. TAS 202-94 ) P� ?_te 8 Test report on 1) Air Infiltration Test. per FBC. TAS 20. �# 8. Notice of Acceptance No.14-0916.11 issued to Kuraray America., Inc- for their 3. Egress operable doors must ccmiplywith ruin clear width or height per FBC requirement as applicable. 4) Large Missile Impact Test per FBC. TAS 201-94 2) Uniform Static Air Pressure Test_ per FBC. TAS 202-94 "-Sentr y-Glast (Clear and Hhite) Interlayer-. expiring on 07 CW '18. 4. Pocket walls under separate approval, to be reviewed by Building official 5) Cyclic Wind Pressure Loading per FBC_ TAS 203-94 3) Water Resistance Test. per FBC- TAS 202-94, 9- Notice of Acceptance No.16-1117.01 issued to Kurarav America. Inc. for their LABELING: Each unit -,.hall bear a pemment label with the maunfacturer's name or logo. city- state and series and 6) Forced Entry Test. per FBC. TAS 202-94 4) Large Missile InVact Test per FBC. TAS 201-94 "Troksifol't` Ultraclear. Clear and Color P``B Interlxy Hers -. expiring on 07-08:19. following stateli ew: "Miami -Dade County Product Control Approved". noted hernia. along with marked -up drawings and installation diagram of vinyl sliding glass door. Preps 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 RENEWAL of thisN-, OA shell be considered after a reneu-at application has beenfiledand there has beenno by Fenestration Testing Lab. Inc., Test Report INo. FTL 8547. dated 11`04,15- signed and 6) Forced Entry Test. per FBC- TAS 202-94 F. STATEXIIINT5 change in the applicable building code negatively affecting the performance ofthis product. sealed by Idalmis Ortega, P. E. (Test report revised on 02,15.16) along with marked -up drawings and installation diagram oftinyd sliding glass door. prepared 1 _ Statement letter ofconfortuance with FBC-51hEdition (2014) and FBC-0 Edition TERMNATION of this NOA will occur after the expiration date or if there has been a revision or change in the 4. Test report on 1) Air Infiltration Test. per FBC_ ?AS 20'?-94 by Fenestration Testing Lab, Inc.- Test Report No. FTL 6337 (samples A-1 thru A-5 ). dated (2017). issued by manufacturer. dated 0& 14,47_ signed & sealed by LNnu Miller. P.E. mYatemds. use. and'or manufacture of product or process. Misuse of this NOA as anendorsen&w of roduct. ?)uniform Static Air Pressure Test, per FBC_ TAS 202-94 12.06,10. signed and sealed by Jorge A- Canso. P. E. (Subyikled under .,V0A A`er.11- 2. Statement letter of no financial interest. dated 04, 11 & IT issued b�� manufacturer- signed for sales, aelvertising or axn o purposs slisil autos ally terminate this NOA. Failure era comply u� anti e 3) Water Resistance Test. per FBC, TAS 202-94 0107 09) sealed by Lynn Miller. F.E. section of this NOA shall be cause for termination and removal ofN0A. 4.) Large MiSsde IM:lct Test pet FBC_ TAS 201-94 3. Letter of lab compliance. part of the above test reports. ADVERTISEXI ENT: The NOAnumber ecededby the x cords Mliami-Dade County- Florida, and folltnved by the pr 5.) Cyclic Wind Pressure Loading per FBC. TAS 203-94 C . CALCULATIONS 4. RER Test Proposal No. 17-0387, dated 05 05,17. signed by Is C mnda. P.E. Pv expiration date may be displayed in advertising . literature- If any ottiou of the NO Ais displayed. then it shall be P sP g PF 6) Forced Entry Test, per FBC, TAS 202-94 I- Anchor verification calculations and structural analysis, complying with FBC-_014, done in its entirety. along with marked -up drawings and installation diagram of v�yrl sliding glass door. prepared prepared bt PGT, dated 12,'09;15and last revised on 0Z 15.16_ signed and sealed by G. OTHER LNSTECTION: A copy of this entireNOA shall be rotided to the user bythe manufacturer or As distributors and F P by Fenestration Testing Lab, Inc._ Test Report No. FTL 8548, dated 12,0445_ signed and Anthony L_ Miller, P.E. (Snbmided under,;YO4 . o.1 i-1.10.01). 1. Notice of Acceptance Nv.15-1210.0i_ issuzed to PGT Industries. for their Series shu;l be available for inspection at the job tine at the request of the Building Official. sealed by Idalmii Ortega- R E- {Test report revised on 01,104,16 and 02:1146)_ 2. Glazing complies with ASTIwiE-13O0 09. '-5570,1770" Vinyl Sliding Glass Door (Reinforced) - L.li i." . expiring on 04�14� 21. This NOA revises & renews -NOA �i 20-0429.05 and consists of this page I and ecidencepages E- 1. E-2. E-3. E-4. E-5 & E-6 as, well as approval document mentioned ab oce_ The sulxuutted docuntenution was reviewed by Ishaq L Cbanda. F.E. I:haq L Clrasda. P.E. Product Control Unit Supervisor I:haq I. Chanda. P.E. Product Control Unit Supervisor 1-,haq L Chanda. P.E. NOA to 21-020g.03 NOA No. i1-0205.03 NOA No, 21 0205.03 Product Control Unit Superri o€ I;OA ..1-0'0+.0. �o t tgrwao"COurrl+t ExpirarionDate: April14.2026 ' y Expiration Date: Aprill.4,2026 Expiration Date. April14.2026 Expiration Date: Aprill4.2026 ' -' • pp �, , , �',� s• Approval Date:Alarrh . .0.1 ' approval Date: March 25 2021 royal Date: 'March 25. 2021 Approval App royal Date: lfarch ':, 2@21 Page 1 E -1 E -2 E -3 PGT Industries. Inc. CGI Windows and Doors, Inc. PGT Industries. Inc. NOTICE OF ACCEPTANCE: EN-IDENCE SUB-MITTED I'wOTICE OF ACCEPTANCE: EA-MEN+CE SLB1►iITTED NOTICE OF ACCEPTANCE: EA`IDEIICE SI BAITED 2. Evidence Submitted tender previous submittal E. '-\1ATERIAL CERTIFICATIONS (continue) 3. New Evidence Submitted 5. Quanex Part Super Spacer Standard complying with ASTM C518 Th�nral Conductivity A. DR W]NGS 0.881 BTU -in` hr.-ft2-`F'. ASTMI F 1249 V4 VTR-Passs_ ASTMI D3985 Oxygen -Pass, ASLNi E A. DR AATIiGS 1. Drawing No. DID-5570.0 Rev-B. titled '-Vinyl Sliding Glass Door NOA (LMI)._. sheets 2190 I-G. Durability N, o Fog -Pass. (S'rrbmhted under pre�tions A 0A A v.1 "409.Oa) L Drawing No. DID-55T0.0 Rev- B. titled `ti'inyi Sliding Glass Door NO A (LNIf •. sheets I 1 through 2.1 of 21, prepared by manufacturer. dated 10;05 15 and last revised on through 21 of 21_ prepared by manufacturer. dated 10'©5,'i 5 and last re'aised on 02,01:2 L g 04r22,�20, signed and sealed by A_ Lynn Miller. P.E. 6. ex Part Duraseal c 25 QUan complying with ASTMI C�518 T'lx�ial COndltCtYllty _.« BT[.'-1r1:� signed and sealed by A- Lynn Miller, P-E. V ASTl41 F 1�49 A"'t"IR-Pass_ ASTlv1 D 1434 Argon Pemeance Pass ASihI E Note: This mrision consists replacement of same existing installation screw with flat head. B. TESTS 2189 I.G. Durability -No Fog, ASTMi E 546 Dew Point Developurat -201F• in 48 Mrs. 1. Test reports on: 1) Air Infiltration Test. per FBC. TAS 202-94 (Subrn lifer! under -V0.4 A-& 1 S-0169.0 ). 2) Uniform Static Air Pressure Test. Loading per FBC. TAS 202-94 ". Vision Extrusions. Ltd_ Parts comp4ring w ith P v7C-A_ .%1A 303-13_ Voluntary Specification B. TESTS 3) Water Resistance Test. per FBC. TAS 202-94 for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions. Ltd. t''EX-1 by 1. None. 4) Large Missile Impact Test per FBC. TAS 201-94 AAMA Fenestration Exterior Profile Certification Program- (Subrnitfed renderN'D-4 Yo. 1 ?- 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 040.9.05! C . CALCULATIONS E along with marked -up drawings and installation diagram of all PGT Industries. Inc. 8. Vision Extrusions- Ltd_ Parts complying with PVC . A1,,LA, 303-13 L None. -6-0 representative units listed below and tested to qualify Dow'si7 791 and Dow•sil 983 silicones. (Submitted under YO-4 . o. 15-046 05) prepared by Fenestration Testing Laboratory-. Inc-. Test Reports No.: 9. PVC-�iAhLA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PV- Q Exterior D. Qf = - ASSf R-3:NC £ t� FTL ?897. PGT PW5520 PVC Fixed Window (unit 6 in proposal). dated 09.'03 14 Profiles for Vision Extrusions. Ltd.-VEX-1 by AAM1A Fenestration Exterior Profile I . Miami -Dade Department of Regulatory and Economic Resources (RER). FTL-20-2107.I. PGT SGD780 Aiuminu m Sliding Glass Door (unit 7 in proposal) FTL-20- Certification Program 2107.2, PGT CA740 Alum Outswing Casement l -indow (unit 8 in proposal) FTL-20- 10. Notice of Acceptance No_ 18-1217.14 issued to Energi Fenestration Solution, USA. Inc. for --Tan E. 1L-ITERLIL CERTIFICATIONS � 2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4. their 3040 & light shade (non white) White Rigid PVC" Exterior Extrusions for L Notice of Acceptance No.19-0305.02 issued to Kuraray America. Inc. for their PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated 07 1,20. all signed Windows and Doors-. expiring on 02-04'21. "Trosifotf, Ultraclear, Clear, and Color PVB Glass lnterlarerS ". expiring on 07,0824_ Co and sealed by Idalmis Ortega, P-E. 11_ Notice of Acceptance No- 18-0122.02 issued to Enega Fenestration Solution, USA. Inc. for ?- Notice of Acceptance No.17-0808.02 issuedto Kuraray America. Inc. for their their serves Mite Rigid PVC. Exterior E In USionS for R indows and Doors-- s _ expiring on "Sentl-t•Glast (Clear and " hire) Glass Interlavers''_ expo. Can OT04,'23. > CDL C. CALCULATIONS 02 28 21 3- 3. Notice of Acceptance No.18-1106.10 issued to Vision Extrusions Limited for their' -Brown Q. 1. Anchor iwffic2tion calculations and structural analysis. complying with. FBC 7t' 12. TVottce of Acceptanfie Na_ 2fi-0203.03 issued to EYiergi Fenestration Solution- USA. Inc. for Coated (Fainted or Laminated) White Rigid PVC Exterior Extrusions for Windows O Edition (}0_'0)dated 04 2'20, prepared by maneifacttrer_ signed until sealed by their ''Bronze & light shade cap coated White Rigid PVC Exterior Extrusions for :rid Doors". expiring on 09'30'24. AnthonyL-Yin Mfsller. P.E Windows and Doors-', expiring on 04r16 25. 4_ Notice of Acceptance No.18-1106.11 issued to Vision Extrusions Limited for their series U 2- Glazing complies with AST31E1300-04. -09. -12 and -16. "VE 1000 Tan 202 and lighter shades (INon-riling) Rigid Cellular PVC Est"r D. QUALITY ASSURANCE F. STATE3IE S�TS Extrusions for "indow-s and Doors'-_ expiring on 12-"9'21. O Miami -Dade Department of Regulatory' and Economic Resources (RER). 1. Statement letter of conformance to FBC '� Edition (2020). dated 04 �??,2.0. issued by L manufacturer. signed and sealed by Anthony Lynn Mlillerr. P.E. F. STATEMENTS E. '_ LkTERLAL CERTIFICATIONS 2. Statement letter of no financial interest and of independent. issued by manufacturer. dated 1_ Statement letter of conformance to FBC 71 Edition (2020), dated 02,0121. issued by 1. Notice of Acceptance No.19-0305.02 issued to Kuraray America. Inc. for their 0418,20. signed and sealed by Anthony Lyra Muller. P.E. manufacturer. signed and sealed by Anthony Lynn Miller. P-E. "Trosifoll U'lh•aclear. Clear. and Color PAB Glass Interlayers `. expiring on 3. Prit^ate Labeling Agreement document between PGT. dated 03:30 15 and signed by all 2. Private Labeling Agreement dated 03!08.221 between PGT Industries, Inc. and CGI OTD8.24. involved parties Windows and Doors Inc_. signed by Dean M. Ruar1. P.E.. V.P. Engineering. on behalf of 2. Notice of Acceptance No.17-0803.02 issued to Kurara`- America, Inc. for their `°Sentl�-Glast both comapanies- Q (Clear wd NVWte) Glass Interlavers . expiring on 07,04,"23. G. OTHERS 3. Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Limited for their 1. This NO?,. revises NOA# 17-0420.06 (PVTw C:GI) and updates to FBC 2020 (711Edition), G. OTHERS "Brown Coated (Painted or Laminated) Brute Rigid PVC- Exterior Extrusions expiring 04121,21- 1. This NOA revises & renews NOA# 20-0429.0.5 (PLA u CGI). expiring 04 14,26_ for Windows and Doors". expiring on 09,30,24. 2. RER Test proposals #19-1155 dated 01.10:20 approved by Ishaq I. Chanda- P_E- expiring 2. The current associated PLA CGI file #21-0205.01- expiring 04 14X 4. '_Notice of Acceptance No.1.9-1106.11 issued to Vision Extrusions Limited for their 04.14r21- O � series " VE 1000 Tan 202 and lighter shades on -White Rigid Cellular PVC , f �_ w CU Exterior Extrusions for Windows and Doors--- expiring on 11,29C 1. !' 1. 1.I - %'T'' Isla I. Chands. F.E. q Ishaq I. Chanda. P.E. Z J hhaq I. Chanda. P.E. Product Control unit Supeni.or Product Control Unit Supervisor Product Control Unit Supervisor NOA No. 21-0205.03 N-4DA No. 21-0205.03 Z % 1 21-0204.0z Expiration Date: :April 14.20s6 Expiration Dante: April 14.2016 Q Expiration Date: April 14, 2026 App royal Date: March .o..t}..1 Approval Da te: March 2s, 2421 Approval Date: March 25,1021 E -a SHEET LPA NO. March 6, 2023 1 0 l Cn MIAMI•UADE MLAMl-DADE COUNTY Q 0 O i PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC � J 1- N BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 ®) -+--� 0 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED c�� CU �—+ -N NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy 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 h �' i` O Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS C QUO Q C O Seffner, Florida 33584 1. Drawing No. FD4612, titled Precast and Prestressed Lintel Details", sheet 1 1, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of - m 0 O prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing. o. I,T4 12, titled ", " I, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. 1, dated 03/24/03 and Drawing No. LT46I2, titled "Cast -Crete 4 ", 6" & 12 " g ��_ CU O > SCOPE: "Cast -Crete 4 6" & 12 Lirutel.Safe ?Dail Tables", sheets 1 through 3 of 3, prepared by LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables ", sheets 1 Lintel Safe Load Tables", sheets 1 through 3 of 3, last revision dated 06112114. all N E (D OL This NOA is beingissued under the applicable rules and regulations governing the use of construction materials. PP g g g Craig Parrino, P.E., dated March 24, _003, last revision 41 dated April 28, 2003 both through 3 of'3, prepared by Craig Parrino, P. E., dated March 24, 2003, last _.:._ prepared signed and sealed by Craig Parrino, P. E„ on 08/19/14. `� ` : U) - OCU — Q The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed anc/sealed by Craig Parrino, P.E. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on Q c, CU !� Q 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.. _C (AHJ). 1. Test report on flexural testing on 4 ", 6" & 12" Precast Concrete Lintels Filled and I. None. s+� This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models. totalof (13) concrete lintel specimens, perASTMF.-529-94, prepared 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 for Cast -Crete Lintels, dated0811912014,pages 14.201 through 14.236, this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Manton, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed anddsealed ead bby Craig Parrino, 1'. E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS D. T QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 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. E. Parrino, P.E., signed and sealed by Craig Parrino, P.. I. By Miami -Dade County Department of Permitting. Environment. aril Regulatory A fairs. 2. Calculations for Cast -Crete Lintels, dated OS/29/U3, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane P PP g P Y g y Parrino. P.E., signed and sealed by Craig Parrino, P. E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. 1. None. DESCRIPTION: ( Cast -Crete) 4", 6" & 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 1 of 1, 1. Quality System Mama! for Cast -Crete Machine Made Precast Lintels revised on .Way 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, doted 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 for Prestressed Products dated 2002. by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612. titled "Precast and Prestressed Lintel Details", sheet I of 1, g 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 "Cast -Crete 4". 6" & 12" Lintel.Safe Load Tables". sheets I through 3 of 3, prepared by None 1. . B. TESTS 1. None. County logo. Craig Parrino, P.E. dated March 24, 2003, last revision dated March 11, 2008. B. TESTS RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. None. 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the p g 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 I None D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. B Miami -Dade County Department o Regulatory and Economic Resources (RF_R Y n' P .f g D' )- 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. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER F� INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. 1. None. Crete USA, Inc., dated 08/08117, signed & sealed by Craig Parrino, P.E. 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. ^ P.E. M.S. elmy A. Makar, �d ._../ n {, Allelmy A. Makar, P.E. M.S. �, elmy A. Makar, P.E., M.S. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. Product Control Section Supervisor P Pro"ct Control Section Supervisor P Product Control Section Supervisor /r ,1 f / NOA No. 20-0630.15 ""� ' / � l" NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 MIAHIDADEGOUNTY /7 Ex iration Date: 09/11/2023 ..., " ✓� • p Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 P Expiration Date: 09/1I/2023 f j Approval Date: 08/20/2020 / Approval Date: 08/20/2020 1 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Page 1 E- E - 2 E - 3 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. Mare. I. None. S� C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. Alone. 1. None. F. OTHER F. OTHER U) 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 - z 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- > A. DRAWINGS Crete USA, Inc., dated 06111/20, signed & sealed by Craig Parrino. P. E. 0 1. Drawing No. FD4612, titled 'Precast and Prestressed Lintel Details'; sheet I of L' 1, prepared by Craig Parrino. P.E., dated March 24, 2003 and Drawing No. D LT46I2, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets 1 O through 3 of'3, prepared by Craig Parrino, P.E., dated March 24, 2003, last L �--+ revision dated June 12, 2014, all signed and sealed by Craig Parrino, P_ E., on January 22, 2019. B. TESTS C) 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE M 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). U 00 E. MATERIAL CERTIFICATIONS =:3 Q 1. None. F. OTHER 1. Article of Conversion for a name change. O L CIO LU e my A. Makar, P.E., M.S. v Helmv A. Makar, P.E., M.S. Product Control Section Supervisor Product Control Section Supervisor Z J NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Q Approval Date: 08/20/2020 Approval Date: 08/20/2020 J E-4 E-5 SHEET NO. March 6, 2023 PA 1 5 ■ DUC PROT KA'ALIUATION REPORT•LVO 2"728In 2 =01111CT EYAiUAT[ON REPORT NO. 20-8723.01 3 /T1 TiECC7 INC_ TiLLIT TESTING 8 ENGINEERING COMPANY 2 0 macT REPORTS: 5 Q. MATERIAL CHARACTERISTICS AND S-PECIFICATIONS: ___ Large missile impact and fatigue l a ems le m a a load tests were performed r e e rfo ed under Protocols TAS 9 P 9 Pe Shall n be strictly in accordance with General Notes and Components indicated on WAITER A. TrLLrr, JR.. P.E, tiACCOCO O1-UDm 201, 203 as per section 1626 of the Florida Building Code- Uniform static loads sheet 1, 2 and 22 of 26• of Product Evaluation Document (P.E.D.), drawing PLCP L.i .;�OA6� 9 as per TAS 202 Protocol, Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of Testing, Inc., Reports # 96-569 dated 08109/1996, #96-570 dated 09/1811996, 26, of Product Evaluation Document (RE.D.), drawing No. 20-176. PRODUCT EVALUATION REPORT #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1998 and # 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P-E. and Report No 7. LIMITATION8 AND CONDITiON3.OF U REPORT NO,: 20-0720.01 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. 7. I. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated DATE: July 28, 2020 Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, ZOOS, on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 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: Stone Panels 2.3. STRUCTURAL ENGINEERING CALCULATlQRS; 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as On 20 Gage Galvanized 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 panel MANUFACTURER: Global Protection Products��, length based on rational and comparative analysis, and it accordance with 7.3. Product shall only be installed Into poured concrete, concrete block, and section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc-, wood frame structures. 4800 S.W. 51 Street dated 11103/08 and 03/12/15, signed and sealed by Walter A. Tillit, Jr., P E, Davie, Florida33314 1. PURPOSE OF EVALUATION: 3. MISSILE IMPACT RESISTANCE, Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License This is a Product Evaluation Report Issued by Walter A. 71111t, Jr., P.E. (System Large missile Impact under section 1626 of tile Florida Building Code, as per TAS 201 Protocol. No. 44167), President of Tilteco, Inc. (Florida CA-0006719). ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method 1 D of the Florida Department of Business and Professional 4. WIND LOADS _RESISTANCE: `„N,IEINNIN}fN A; Tl(� fl,.l Regulation. 24 Gage Galvanized Steer Storm Penal has been verified to sustain wind `Nr`0\EP Q ' �CENSF '•.. y This product is being issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall boas indicated on sheets 8, 10, 14, 15. 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. - 401W.. .' "• 44167 .. = been verified for compliance to accordance with the 2020 Seventh Edition of the Florida BuildingCode, and to verify that the product is for the purpose intended y P P 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11, - * : __ _:.* _ - 3" r STATE Of Sty at bast equivalent to that required by the Code. 14, 15, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P-E.D.), drawing = - --,0,-. '�@`�.' No. 20.176, . �jOR1D� ,-'lli This Product Evaluation Report shall be subject to review and revision in case of 5.INSTALLATION_ . S/ORAL W''111 it µ,eta a Building Code change that may affect Its limitations and conditions Installation shall be performed strictly in accordance with details indicated on 2 EVIDENCE SUBMITTED- sheets 3 thru 7,10 thru 20, 23. 24 and 26 of 26, of Product Evaluation Document DA4 TTI TECO ADMON RECORDS l P. E. REPORT 20 1 GLOBAL PROTECTION PRODUCTS, LLC l 20 GAGE 2.1. PRODUCT EVALU-ATION DOCUMENT tP&. (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as GALVANIZED STEEL STORM PANELI ORW43#20-1761 REPORT#20-0728.01 . 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 1 thru 26 of 26 prepared by Tilteco, Inc.: signed and seated by Walter A. (P.E.D.), drawing No. 20-176. Tillit, Jr., P.E.; dated 07/2812020. This drawing Is an integral partIIRAIIP,Is P, It Evaluation Report, `y_ctR A. I1 , �t4,,turuII1INl!/j a" 1\1 A: Tl.. /,IN ,,,,, .�, F-�-__ - - F No. 4y4i67 = ' _ - - - J_ Fdv: iA167 = �t ol - ' _ _- = * c- 'S % -o'• STATE OF r ar= •� ., F. . ?__Z i OPIOP �C,': ' O FLORI , 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - P 31:A, �1JRIt1" Fr"NINNNN1esH," mar'.A431 GENERA�{yyy[W: a _') ,I. LASE r-I PRE'.AST SIOHE, CR PRECAST LL'NCRETE 1WL,c_ S'JLC,, Lw .oVG 5CIARDS Ew FG,IIU iIv 1.1E ,,STPIG WALL. WCHOI SHALL BE DUNG ENO,.,LI TO REACT• IN: MNN S ,ICTURE RElf1ND $1,11, PILLS . STOFM PANEL SHOWN ON INIs PROOUCi LbA WIHIN O0C U4EN1 fFEDJ IUc BEiN VEAtIFG rCiR CWPIW:!_, 11 ANCHORAI SHALL BE AS 4ENi ONED I. e, ) ALE' IN S2) ACCORDANCE WRH iH£ 2O2U (71n EOInOVI GF T11F FC OR'CM (3V NUN/, _UDE .: -C LA!SEINLL HOOD -ll SP CLFTC ..R&f: , 55. WN- - 'I TAPC.ON YCHfJ� A5 mW.1ACTJRE[. BY,T W ELILDEY YC DCSiON WIND LOADS SHALL BE OCIENMINEI AS PER SECTION 1520OF T),E ABOVE MENTIONED LnDL _ PWELMaTE FEMALE IC NJ FANEIMATE LJS It-10.RS AS MANUiAC1:IREl VI hCO ,'-*ONSiPllf'I.�N PRO(luCTS FOR A WIND SPEED RIS RFOUIRED BY THE JUAISCICION WHERE THESE SHUTTERS will BE INS ALL]l AND11aIf FoR A CIRECTION&ITY PACIOR 7-16 "HAG. NOT f4F MA,IMLMI - 1/4"• ,,AG SCREWS PER ND.5. Ktl 085. VSINC ASCE WEI EX('ED EASD) DESLrI PRESSURE RADNGS NDICATSE ON SHEETS 7 THRU 12 la 15. 15, 19 & 20 7/16 w . 5/8' WWD BUSHING, AS D15IRRVIEL BY AIi INN' S:.PEW BOLT & fiLr,N't C'C RI{Y n S P IN ORDER TC VT CONDITION. I. i DESIGN w,N DFTERMINL PER ,SCE 7-Ili - TILE GV DMA E DE$ 0 LOAD C 1, FOA fLEO PANLLAIATE PLUS nNALF FE P-ENF.T➢AIICTh INIU NOEL CI iAPCO4 ANCNGflS SI'IKN RE i/:• ANL _>• TO II ,C I t I - T IN SHALL 9F FIRS REIriKE:O C A.50 UEa'GN WINO LOMS En' EAI!(IPLYINL. HEN 9Y' O6 DROCN ID W0 PANEiMKE. FEMME ^. AND PA COMPARE THESE w/ MAX tASO)'3ESICN PNFSSURF RA71NG5 mCx;ATT_C .N SHEETS r o.INJ 12 1a 15, fi II A ;n ,) 41rvNAuu i READEJ PENETRAi11N JF LAC SCREW N'; THE NOCC FRAME VNI SAL.._ Br. 1/2- YCI f•1PEA(`ED IN -" V•-RIFY -HA- N THIS F _ ^TF SS D A 13% INCREASE •N Al OW -' - OPOEH _ Mt: O LU A5 TEa .G WERE N01 OVEN =TO __F S L AH.F PEHETNAIKM' INiC STUf,LU $NN.. VE CON$[)(PEV AS PAR• rs THE AcO, :'A,I',I-1P1•DFC P(NFrRA1�ON S1iq.55 CUTE WINE, LOADS W+L [)Qi IJSFO IN MrIR MLU ,SiS r45'LNERS SPAC iYr; t0 w000 WS BEEN :1F •EP4IYE� IN R M2-T KCORLIWCF .l NOS. 7016 L.'.) MINIMUM ED% AS-AWF `H LA(. SCREWS INN, IP)OU SH4- BE AS INDICATE, IN 1H ORIll SIURM PANEL'S AOLI7JACY FOP IMPACT AND WIND RCStSTAKE ,iAS BEEN ✓ERTiEL N ACCOR'.A i.E WI•✓ 41l T' N 1626 CIF THE Al MENTIONED COL{ AS PFR NERiRIC.W[ 1NC-INEFIHN( A TESTI•I,INC REPORTS 56 569. 96 570 & 96 •5n ill ,I WNIMI:M PENE'RATAKI Cr &I BVSH.,'A. SNNL BE 518• 1/4• w 2O 'x 4E WS VSEn Sh4.. BE I '/2- .,('NG WN,VVV FENFS1RATH)H TESTING LAB ILK, RLFY% S ll & #2126 . A PROi)•_'9,S TAS 201, 'AS-702 Al Til- O5 `SOLI-., -,GTO Ex1ST ANC T- WNIMUV 111. WW1 '- w-H NO STJrCC AS WELL AS AMERICAN TEST LAB OF SU,l ROR,L'A REPORT IL?1II -A, AS F£R TA5 2C'1, !As 20; Al its'C 57 M CASE T},AI rvREC.A11 STONE. DR PRI CONCR!-r PWE.S. STOCCG UP WWI E1lAgD5 FJE FO.lIl DM THE t, 'DUN, 703 �rWOAADS. WALL. NY'HORS SH _ RE LOW ENIU�N 'V NIA!:' E MAIN STRI "TUB E BEHIND iIIH ••WFIS 2 Al JMINUY EATFIV`QYS 'f, RE 505J lb NCO' AND -E4PCR IUNLt S_ C'HERW SL ILO TEDI SEE 5'•ICC 4'-e1URA:t +HNC T# S 4 1"101:(C - , I. t & .YIN M : Z Y i ,1 A• - IP < ,I 5-H1 ALL Kl U S/E E N JY. U: 151. EA HN,I HAYF 0. 1 Al !U) AN'n IPS SWx_ HE NSTK E'1 FU- 1,yR,hG Al vF ll,E NE-7U4M[N,1: IIh: AND 5PECT ;¢11UNS Ill THC �IMTP'c MAVU1"ArT1NEA ' ALL STEEL SHEET MET& PANELS SHALL HAYS SRIICTLIAAL QI,L4!TI STEEL. AST4 A 65! ;;TEAL{ SO MNMUY 5-T{1 6 PANES YAv ALy.-, RE INSTALLED Hl1R1iU1fiK • TC.1^W NS NS7ALL,.n('.'v !1LTN.'. iNIDWN ON 1FCT10N ) iHRC,.C•. :C iSHEET`+ . fJ•_VNIIaEJ STEEL CLSIGNATIOh RI 58'- ,• .AfIEP ROLLED, IHq EXCEPT --I N Ra ! NO' LSFP OLNA. t J �E EADE - (j`; A � a141! u Bf _ ` EI WS T F< 51 ON CTST VT C 'AR F R ` ALl 1. F 0 BE TAMIL S 5 Sloe CN ' Alb. SER CS OR wRiK;. C kES. GATED CARBON E E. £E ! - R r T IT, I'll "f P' '.W N -il R- rT V+ALL BE HE RESPONSIB!. ?F 'HF OF 1U VE i THY aJ. E55 OF TIC SrFtN. JHt WNF < SHI/ FR I=. 7'I to _SHIRR. Cnk 50018 W/ 5fi Ke: It!O STRE'E5-11 ANC 9C 441 TENSILE 5-PEVGTH A iIY1_ COMP,Y WJ I. OH4A BU'.IPL C[I. ATTACHED TO NISVP[ LVUPER ANCHORAGE -HIS S,I)TTEP 5 A :•YIN BE ATIANEC TO, 'ONCRI'TE. Bil ON WC47E.' FFAW SET ," 1T ].3. En,tl C Nc5 a BLIIT. To 8E. AS1M A-3C17 _; V'AN17C* STELI.. OR III 5(N S)RIS 51-iESS STEEL, W11H .I5 I•a. 411IIMllM •`EIL SIREN, ID EACH RELUTAR STORM PANE, WI' ! L•H OWN 8 _e ' gOuf✓, 12 a l PER SECT NS E. a. 9 & 10 ANC ALI RNATM:. 8W 9W & IDw ON SHEETS S 6 & 2 RESPELTVFI '. I-1Nt -AA A-EGIR(E AND Al VISIBLE NARKING AISTRU'IING OWNER DR ' ARE: HORS 'O WALL gi1LL aE AS FOIL,- TE14I `D SEC IRE -El *,SH APPIAAB(. R NFOACFLIENT JL NIN; 1,17FIll OF •IURRCNNE WWI IA) TO CXSINO tDWB£G CSR(iRE7E 11 'IA 14STN!A!HN QNIRN;11W l5 TI• SFAL/_AJLK A;, ➢IUTTER .^, UM ONE1T ElYiE5 WHICH REMAII• IN '(:NIINLIWL 'IIIA:'I %T - 11 7APCON ANCHORS AS MANUTACTuq£D B' III EHJLCiFX IH ( (M ! =1192 Pay) ntE SUILLNNG T' PRFVCNI WIND/TERN INTR IzaCN - I/4 a N(.nVRS. 7/a f-ll.-IN AAS NANIFACT1NfC By IIEWALT INC (MN I_.3U•:W PY,) - A 1 ).'4- SC:.0 CET NJ,,C„ll Af 1215tg BJTD El NJ f,3Rn1 SCREW. HQ0 & SPECIAL•-f ,,0 1 STORM PANEL 'NSTAN__AFU4 SHAl1 LTI.^' W'nl SPECI .hI.AUTEL ,N 111Ec DRAWING P-S AN'I Il AND :IN,IIC REGUTAPLIS (4 IY-3o00 PAL) PRUWOEO - R BI THI'_D'GTICNJ *H;RC PER." IS APPLIED 11 - 011-10 PWLLAIAIE IE,IATf ID & PArvFIw•E P .• ANCHORS, AS VWUTAC URED Br -)CL r(NSTR!K ".LN ILLDI-TS 1 ,c) nwS P"OJ 1 KL."Ol 90117YFN7 l F C REPAR(L ," -,IS ENUNC•R IS LENYPIC' AND LYE-, In• .ltD'LE NROR4AHF�N 1 WN f 1=3150 P.. ) I OP A 511 SP£-I- C P 1,1E^, a WHERE "I ': TIE :ONf • !)NS r3EVMT rRC4 THE FIE ,' - I!I'.'r'AP ,RIP Wlwll' A5 MANI;INA-UL R, RV •AS' (ORPOR/In'N P1 W)o,s ) II) -h.RACTL- in RE gESFOYP,6LE ,UR E SE'I,1 JN P,f ASE Av NS'AL.A'ICN IYCIUDING I SAEE'Y :4- FOLIUCI A1, MINIMUM EMi)rvNENi CF -CON AM;HI)FS NTC -DIREL 4'Hl-RETE SHALL __ .l L� ✓AYt!-If 1TYAF !145'C ON -' PY C' PRLv1OYL HE,Iti'IE lY 5 ryI r'F ATP ERCM tY_ .1_HILYIIChS LE7NL E'' U!i r1'. OUCIM[NI :, AND f ANEIIA.7r PLL,� WEE I I/A- II!* rF TAF-':N ANCI+ORS CQNs,RUCTDN SAI AT SIT- 1 711E ONIRAc^_'ie'� E_1,11RIIIP•. A2 1A.1(_IN & S13UD 5E- ANC IOg MIL Hf EMBEDLfL, - B- AFTM THY ,IQUPE! C2,WRC-G NC EMuC WEYI Itc, ,) HI- wPpO'C FIA- 7ol IXrLNi`.' w'1 RE •CT7.f: I.A Ill IF JCGU'Yu JCClJ G 9E EFYTT L L LUN C I NI N I OJ C\ .C( M AEWS SEE ,,,LAIC BE fr K ✓R ll - PPr R, A gE _I • Rr0ENGINEER AR . r .Yr r• N1 ' f, IH AV. M TM,IM FOR WALLS W TJ,Y'J ANU w• 9F EAL{L YVF S OR 4 nrAFK",E� REWS' ,U HEAL d SHEs 94 . Fn - E UR,UA S FSJ C I _ L. B[.L F PR t3l R WIN H rt5 f FEEg ECCRC iE N ('W fHF ➢NO.RCT AND A' w Bi R 0. H BIF OP M D gOPER JV G -4E PIE NGNEFF OF PEC(ARD ACTNe A RELLGATED rNGNr R TQ T41. A _ N 3 N AE NA. fA ET ,TONEPNECA' CA PE•E FF S. A✓ERS, 'L( L LTA .(OD BOARDS BE 'l C I1r E0 1f1.,,. F, SHALL 5110W 1'_I THIS 1111P 1.1 r ✓E, TK Ok l S Ff:g P,.^.EW ExlSnro. *AIL OR Fi,OOR, AN. (R HAl BF ON: HN)LIC:H TO IIEAI'H THE MNN 5TR'JCTUR[ BLIND SY,I. F ANELS W:,LCRA1•E SHAH HE ME1:'I.TNEC N A 1 N.1 IN A.21 ( P - O V.' HEAR E L iE W0 .,R G-NK +E4 AYU SYaNA, JRE -f 1 : gOETSSIGHA'- ENGINEER REl 1 PPE APFO IT (e) 70 111SUNG CONCEI S'_", III AI :-)0 'A VISIBLE 'EJ.(ltO7! �095!r�%1 NU'�SRwJITER IN''CPL\:OHD WIFW17N SE'_N - f ra• s `AM71 ANCHORS Ar YAMUV KTUI'F.P Nr N BULLPEN, NC ,P� HVLLGWI.tPBE1 - I/1- s , 1/8• C//.K-IN ANCHORS. 15 "IIIII.C111REC BY OENA„I WC IN+N F ,SOD I,- I SHAI I. BE PLACED FVR OTRI''OPENINU IABEI III. TO COMP.. * A SETWN ' y`<9? QE V= I JI•• , 7SC,JQ 5EAN T CHORS, AS DISTRIEl, BY Alt PC044' ;CPFW 'OE & 'iP Nil fO 1 _OPCOD IDA ali,DRIC E i4 N I c-t1,o' P_) 11 nEIS DRALWNG sILA11 Nil BE USED 10 - / 4-It, IWLLMATE FEMNL 11) AND ,'WfLNA•l PL IS ANCNOhS AS MWui&iUNEO BY L1:1. AS117U('-'C.v CBiNN PERIII a ttY THC STATIC OF FLORIDA MIN ;AP �R1A117/lI,!II - / . ,.F -GRIP WC.WRS AS MAN;AK.TINT10 nY IRI FA51 I:GRPJFNI JN N,�,,,,' l ', T' 1•• FLORIDA BUILDING CODE (High Velocity fill MHIMv4 E4HED4Eh' UI 1AP1;ON WCHi IRS, ElCO ➢W EI W!TS AND Cr !AP-G"R•P Al INTO N,F COry" .' \r '' ✓'i ( Y NurriCaM ZoM Ell AIF SHAH BE 11/.• ]CC MTC.JG. IL ry ' 20 GAGE VAN STORM PAN -% GE GALVANIZED STEEL S OR PANEL WAW1 n :N N0. 4'167 I - r-- ANCHORS, NO B. .Al & SOLID-:c SHALL BE EVEI.DEED /tl 1. L.GNCIFTE ROCK I,-, EME,�-,�t�t - - _-- - -- - NTv c..RCC{; 'v IIIL BE ✓ER4 CifD • 1C. {PEWS USE -ILLY BE I LO,II MIN14';N :J1C1VLa S 141'c!, _ _ - _ ICLOBAL PROTECTION PRODUCTS LLC,I OIJL/[6tP tX;•. Ace - WrovuN frFR waus x'-I NE. STUP:9Z.O.. SCAT OF - F IL Etr [Nc s s. s, s wR - - -- �.L,[ :, I.I. 5 O '. A[' '' ; LLT if • wew c mNal 3 'Yc4: 10R Ot` 61 _.i ,r t".1; eGaNR '95.IAIw-.w IAA 1P5 `N`w-e7e' I 2G-1e 6 ti w I- .,. fAxlb1 T, ��A t�r� oaI - _____ ''�a s/ON E?�'d�'v1J;>aMn,W,':rR wRpI�. Ili — /1 L ECO i!Nc. TILLIT TESTING S ENGINEERING COMPANY waLTTR,+. nt.Llr. Ili, P.E. PRODUCT EVALUATION REPORT +EIL`a,(sRDi.` LV rl.P.r I,RI1N1 a sale^ f L':.A. Umle V,. J3Mr'19 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global ProtectiolLP. roducits. LLC 4800 S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Waiter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61G20-3, Method 1D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Cade. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2,1LPRODUCT EVALUATION DOCUMENT (P E.D.): Drawing No. 20-175, titled -24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 18 of 18 prepared by Tilteco, Inc,; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 07/2712020. This drawing is an inte p", Evaluation Report. L(.',,,, ,,,,,� Z: d--4I167 z '-',O'• STATE OF ",;":.."t0RI13P .•I•�<1 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1!1S tp(36��',89i-1531 e''I1111I111, 1i,1,` COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS (SCALE 1/ 2= 1') - ,5196- (TOTAL W10711) _ - , 5196' (TOTAL WIDTH) - _ 12. SDD• (EFFEC'INE WIDTH) _ 6 ,/,' -- - 6.250- - - 1.3150" - -i..l'IO' - - I.yw - ' 50D• •.500" I ' . ` - 1 350, - 0.036• MN. Ill r 1.350' - 'a ` I- _ i... - r-'-�-e`,• l , ,",Ipq_ - ', - I . �__111 _ ' _ _ _ _ ; ... _ _ �1• :1 (- , t / i. ,2,q0• .'[I \ .KV m, ._ SIC: 757M -65a - ., Dom- YIN r.c." ' r r 'JA' , 65l• ! GALVAWED STET. HEMMED EDGE �aA 2,657' SPADE 50 MNMU.(,l HEMMED - G-6C WV r EDGE ? 000' .2�J' -..� RIM D TYP , 'L t - CUGE _ _ � A57Y A-65J Yy. GRADE SO MIMMIY G-60 GKV •, T � 2'.tL": X' HEMMED T'D 7.000" - ofTAN. EDGE D0 J 1 / DETAIL A_. Y i Y A J7ET L / 1 e s i � LGLT AA A OF - 6,250' t 350 0 STORY PANEL 4 END STORY PANEL _ 2,187' - W 150 1 I - 2. • 87 , I.Nr/ Y END IF, - ,'I I � ' ]5U' t0U" A 0. I'.. - 750• 1/1.1-20, •/1•w-]D, l25• - SIRES X. $Ei6E3 W/ rl[MMEII mar �. I DO' R D. Rro ILV' _ - 1 _ , -- - --- 1 - - 1 10. DO'I DB' J ] " 3 5 �I RS- , SOBS' 1.0.. -,i- __ .fDO• i _ _ . 125• _ .150-- S S SS s,Up RNFRD S.S. S.UD RNFRD --_\ 1 - TONECIE e ro ANGLE e , t 1 ]• O. 7 C 09 1 1 500" 1 SbG' ?CDC' 40- ! 2 25' 1 SEE 939- 9I SEE 0-250'-, __ 7 ':5' I]93'I' II I R J75' DETNL T ' 125't , 1251 DCEN6 i I I 1 �J EIAYF D , R. 0. J15'I iS o 330n 1 5 _�_ � _ , ' , E I Salo•-�[L,` , �` } T fat ' - . ! Ma. _ _ sbo -I 500 -- ISOMETRIC VIEW L DETAIL A �. - 2OOD `^RNA 2.000' ROUNDED CORNER O ENDS Or PANEL'S F6,14 END uF w( NESIMEO EDGE O `V HEADER O " Uw READER ANGLE WITH STUD WITH (N.T $) U' 4F ANGLE 4® ANGLE REVERSE STUD WARIES _ I SEE DV '.390- ' , �l 7'h TIP EIIG£ 01 PANEL 096' J7_ 0e8• is$-- I 1,,.-. - 10- I ,so- I'25• ,/.••_B3 XH SERIES - '.407•, 063• I 615', 3.75• C , I �i 390- �r� =J'a- E I i I , , , , ' ]70. 656" b10• 1 ' F '. 1671 , 7,' H.067. 6 `.N SS STUD RIVETID IO ' SS • I ,/]' OC t 500'- �,i I 5/ IeY rOR , 05S'�� \1 T.3a3' C9J' ?. U A. 7 ' CATS t P i 51UD LOCH AT ION EVERY PAwn. aLasA - 95 • J. , - Q.t 75• 1 , �• , Ll , oee' I - IAII ae3' � EY HOLE WASHER - 1? J K - 62 • _ _ _ 2zoo' ' - iTYP ) - - 063 ___ _ ® ll TRACK ANGLE © sZol Wir TRACK (� FLAT PLATED i l_ D.I (Min) - - 094' WVANI]E• STEt1 - - ! L3aa'w I V„,ill" IN"AN,ry," A: TIC(// Iy WiTH STUD i ,s ,DH 063; 81. ``a?�4A 1�Q�r�CENS, �'9- 1 37'5*. i'l �� J7 6zs e `l `' r ' = N0.44167 = z * i * . # i FLORIDA BUILDING CODE (High Vil lty Nurricone Zone L� , —' 250• 063• _ _ 2AMAC NICKEL EEDGE. :2•-� _ - l'E75' PLATED WnNG NJI a 10 uZ L STATE OF : ¢' elan T1 It we •°y'•- • kA � O,eF LOR.DI'. rp 20 GAGE GALVANIZED STEEL STORM PANEL - a000' I KEY , _1 AT HOLE PANEL . .14k ,,,, S 1pA t� � -- , \ A' ;! IL E C O o7 /aow (GL08AL PROTECTION PRODUCTS, LLC. atE ® 2WX7"Xi 14R ALUMINUM ANGLE NTERN1rNLL., sE w:Nc NOT, w/DER ,�,oi y,LSHEN w/ �,,,ONA irlryll,iN1 _ tNt. , �'j T. _7" , TRLUT mTS``owe Uw �FcoMPAWr wi ,..- -I m_1aw "i m-.,.; .e6o Sw 61 TIPER cow. n 3v,4 20-176 i•SwE 0,V`)R 9->SN. 1. (9•A�9-en, I • 7/e-•,J/37- WASHER ISLANI S.•rn OR YCxfl PUTEO STEED u-alO6>t9 P[ SFK/5147MTUK/DA•E WINTER A T1Wt J,.. PE Y. Ul, M 7 Ie4IA„G N1 __ LQl ] a ]9 PRODUC L YV A11LATION REPORT NO 20-111727 01 2 2.2. TEST REPORTS; Lar a missile Impart load t g p Bets were performed under SSTD 12.99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814,01-01 dated 03111 /02 witnessed by William R. Mehner, P.E., Boriz Moroz, PIE. and Henry Hattem, P,E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic per loadings Pro I g p toco s TAS 201 & 203 as per section 1809.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13. 2009, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. 1 OKM-1318, dated December 1, 2010 signed and sealed by Jerry Jeciofano, P.E. as per ASTM E-8. 2 3 STRUCTURAL ENGINEERING CAICULATK)NS: On 24 Gage 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. Calculations prepared by Tilteco, Inc., dated 1211 B/10 and 08/27113 (for this revision), signed and sealed by Walter A- Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. 'O ;' .?.l�Aur'k.., '�5b• -'I s . 8 %-'•, STATE OF :�*it ',�'", S IONIAlS'<a�`��� PRODI1rT EVA II,UATWX R_HkORTNO X 727 f12 PI 5. INSTALLATION: �► ") Installation shall be performed strictly in accordance with details ind• o Shea 3 h 1 b is thru 8 2 thru18 o f f 18 o Product EvaluationDocument a { .D. Q, drawing No. 20-17S. Minimum separation to glass shall be as indicated o � sheets 3, 6, 13, 14, 15, 16 and 18 of 18, of Product Evaluation D Q Q ., (P.E.D.), drawing No. 20.175. �� mQ rN y'mC �V 6, MATERIAL CHARACTERM P CIF $; C- -4 t� , Shall be strictly in accordance with Genarai Notes and Componen indi ed on y� (-C-ZZ sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), wing NoJ� rX r 20-175. c F Q . C Anchor specifications shall be as Indicated on sheet 1 of c14 � 3` Evaluation Document IE.D.), drawing No. 20-175. \ .� � �°i mC CJ, 7.11MiTAS AND CONDITIONS OF USE: [; ' TION ,t 4 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated. on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-17C prepared by Tifteco. Inc. and signed and sealed by Waiter A. TiM, 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. Tfllit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0006719). 0`'',O.k, I ..,141%'1h,. s>.1. ' iliilSF''-�'- 3 - WAT,LL 7p�p(�� �"� Dn TILTECO ADMON RECORDS 1 P E, REPORT.20 (GI_aBAL PRO•f�tgJPJgN P),OOOL'iS, LI/eJl(Z1 GALVANIZED 87EEL S70RM PANEL I DRWO # 2D-1l REPORT # 20-0727,� ��,r,•.. 1 p R tpPPPP • •4_[l ,'''ss'O-%A E��;o,, I11,- 1/4, 2/4, 3/4. 4/4, 5/5. 7/5, 1W/10, 2W/10, 3W/101 4W/10, 6/5 5VI, 6W/11 & 71I S• MAN ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 8 k 9 3' MAX_ ,' YM - - TOR WOOL SEE SECTIONS ON SHEETS 10 & 11 -' I. U. C - - —_ ---- -- o O o O ' _,.__— .._...._. .__ _� O.M..�. 3O. ®+®.,, , ®'a+®'© ' . ' EO - - - . . c I - - • " ' . W W_. I . I 1 j, i9• Fx' BOL ILI PANELS W/ 1/40-20y 1-- - UNBUL'EU PANELS I .. ' '(SEE SECTIONS AS - SINS Y.5 BOLT wO 7RL r J/!7' i O EA AP OVERLAP MnIY✓4itE) I (SEE SECTIONS 1 CTIONS AS A£•P K:ABLE. SEE SE L ( . - , I I I . I I to I I i I D.M..Il ®.�4 - .--. .1 _ ....I ,-.,. __,._SEES. .. .. - I _.. , .-1 000�o' D D D '' - -a P fl 4+ 6 4 t B, 6 er 3 IAAx 3' MAN 1/4, 2/4, 3/4, 4/4, 5/5, 7/5, - I- um - iW/10, ZW/10, 3W/10, 4W/10, 6/5 5W/10, 6W/11 & 7W/11 ANCHORS FOR CONCRETE SEE SCHEDULE ON SWEETS 6 & 9 - - FOR .000 SEE SECTIONS ON SHEETS 10 & 11 REGULAR STORM PANELS J & I'1A ELEVATION N T.S. I/.- MPr 2 67' 7 (IRN DIEROf -, Atw VNll: ;, -, c_-- - -_ - "' - �. __ SEES _- -. _ _-_ - 1f111. _�K__ _ !.' N11" INN o�`1*!_' ; --- EN '' Ai . $ Ni h FLORIDA BUILDING CODE ( Velocity Nor icons Zone) G:030 nUECO. INC. ' '• NO 44167 a 20 GAGE GALVANIZED STEEL STORM PANEL ORWRN In SECTION A -A= * `: f - ,-- - •. GLOBAL PROTECTION PRODUCTS, LLC. °"a''°'° NT S. _,'.. IATE IL ECO... .,,,A,=_ - /' %9pF ' pR1T1k-.�'A, `: > �T- Ill -e cR9l-mle�w ecoI .1 W` Q. m,. 20-176 1 F' - ���� I� PHaIe (wa)ea• s.s rAx (9&.)w-*n7 ,{ m '' S.7 ....Q.T. �L --- G 0001,719 nest m-Iv1 -"'Arty[ 'L/SWw,WE/OATr Is�,e r E T- _- IKw�NG NA PEA Il",•W" wNr[P A Bin A , ''•N — 3 III r a16I -4--I (v i U) -0L (z (1) � ++ U 0 � _0 Ell C C:)-0 Ca-0� I— .0) U .� l'A It - a :3 0 CIO UO CZ ' (in C 0 C:)- i 0 0 U- .� (] W i W CU C- ca. � .� C/) Q a Z Z W J INSTALLATION DETAILS FOR REGULAR PANELS A & "tA END =SM DETAILS FOR IN5TAL1AilON IN POURED GONG L INSTALLATION DETAILS FOR REGULAR PANELS'. ` & 9A INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRICTURES BLOCK OR WOOD INSTALLATION DETAILS FOR REGULAR PANEL.S'IJ, & dA 1 �►�1 INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES GtA-IN DR PLO, OR rCLNIE IU. I/.•. -,cos/.• ,3 VALID FOR REGLL4R. LIFE SAFEtY AND E-Z FIOIPKH STORM PI\ITGL Sid INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES SEE SCE LLE . :A SCHEDULE: UL:s oN n IV a * 9 (SEE ,CHEF D �„ Ze4 20-' 3`' OR _ SEE 0 .L'KIR E e) :EEL S[HIEDUIE ON S11E♦T e • 9) - , __YV, - I_ I POURED R P _ AVCrIC1R5 pOR-000RE SET SEE SECTIONS DON�SHEET ON s12 9 . (SETCIR"C"ll AKCHORS SREJS a T1oaRCH 9) - 4 DR CONCRETE BLOCK DOTE CONCRETE BOCK OR CONCRETE �BLLOCx (SR SCHEOUE OM -_. �: - T I L` I- i € RFOURID REQUIRED !" W 2 87- 1. W, (( EDIACIO _11-I-0 NKNyeF_ __ SI1E£IS a rMOIFGH 9) t,^ [.O \ COI,eRfrC AN OH .- .. _ I -"j , WA, 61 R oI,IR CONCRETE WC4DRS CONCRETE ANCHORS 1' Yln. _ �6. 9. ro SAIL �JI7 Yn _ tSLE SCrwJAAL aN E.Wil POURED 1 '/]' ,oAtD r-II�aCONCRETE ANCHORS (MN. DARl •, N11L1F v L ; LILTS a TNRPfJ1 e) EXISTING POURED 1 Sle[T5 • MRp.Yi, 9) I t 41 4` -I '�-4 1 (SEE scHEDOLE ON (SEE SCN WLE ON . _ t�4. Wall. F'"'o°°` I :1 ON A CaCPETE RFOURIED OH L_L CONCRETE REOUMED "" S 1 ��. Y _ Wn - fah .. Pc REttMRfD , EO ' ,Awe LEFT ) m 9) n ) • • I I fa 71:,mfa wan Yn- _ / ,J9•�,� Cn619+G POLFtEt I I - -f�� t- *--.': W. -, EGA I I i �, A• .-T .ate — -- - - i i 'DY II(D 1 sH SHE 9 ���----- ,DR/0 w IT i - r� /C[41 _ _-_,_ . PAY.n t" r«'wommow°'S` ,• .; .:; ,I*j i _ e • fl •. W r/1• iSNY+ ./;Ao1.l.• CONCRRC I 4' It I - wR� L i T ' ' ,I + COOKREIFPOLMED EG I.I� - I 1 !� .� E_D. Imo, EU I 1 ' i ,J C L`'� �» 3 Wlo 'C-_ \ 1 i 7C:_ i IC- I SM t�/ Z REWIRED 1 1 2 I I i;- 3 )", Ex!SnRG POUREO _ t I o i ( 9 FKV,,9& POURED I ( , G ".1 ar - rr I . ' i I � `[, v '� C CONCRETE REWIRED, 1 ca4 I jj o, 1 KIs 7 +£ "". G I I 1 rs,H rIA E .• 1 6.y/y. �' I 1 _ 1 I A CONCRETE OR I I I f LP Yww r,M A1�1 - 1 _ . , CC C.D. CD I _ .. _ I WAX 1 1 I j i - I g AIR e X I YMCA H11 , 1 1 T' _1) CONCRETE BLOC, 1 1 I { I j _ _. 1... I - i .. _ _ i L� o 22 T.. j I 1 31 I Rt RalmYt A I I 1 LNOW STD • g ! ESQ. SM e $ 1 i ; b RECLI ED, ; I I t � -- f - - - - J I � 1 ,-7:. 3� i f ' ,/• . ]D. _ � �'r'� a. LAn • ! t u ,/>' ac 'Ti In' RE 1 1 1 I '�`' f I f'... f�7, `v MY v®+A�sTra i i 1 J� T9 p�bS,4Ra, i. i� I 1 C , I S2 SPRAIN[ i 1 g I I I n I I I . I i 'I - O I 1 -% bee w,EDIwE m, 3fR1t e , CASE A �PLANi O°"A,1, ,r• • a' •• • �• I ss. eaTs wJ )}- q y57 • N- 9a '- — a RIU R Alm ? J ' 7/e•• . !/!: � A ( g S I I I I ! I I L I SCALE 3/16.r r+w1w' wu 1 W I t 1 MNG NUr a tvw.r - I a_ 4 1 6 1 1 I ml 9r1LeT a ( wI an4enrW- . _ .. -1 I I ' i I , i Iran Iw. 4➢,AI1Rlx I I. ro mAs I tl I }- -- CASE B LAN1 i- P'"K TA. I. WPIma1r Pn - p i- so6N., aK t ••tA( 7,. I / +-� I.4 , � O De9RRP-_I I },' I 1 1 , I 1� wr I "" a'm (x"�I n IIn t0 dl t7.fl¢AP • I • • V. R1ASS G.N3. 1 ! _ I e . i . ti 3a.,• YS. i I I I I I f I i 5 GI.' YET -I I I '`^ txv. i I I i - 1 I w.rRlA A N ''ry, GAS -_.! i I ♦ -, - [uI„J'• SG4F 3/,6. 1- I i-" I 1 W✓ I u Y, .. I :.. L_ _ I I 1 I � 1 fei.., ll% RLn . L•An 1v . 1 1 f s, n e) ! I Z I 9e1 D EI fIRT Al 47 I I 1 I I ( I 1 I ' , � 1:.-1�--'' Ij'iIL.� I )— 1 iNkoli w 1 1 si N �. Wm. T�.�Im .-,. a 1 � T i zz ' x E i f I I i SOx I 1 I 1 (s{1 1 t o , I I I , 1 I 1 9c'pR�aM• z i I I i E`Z�, .I'INloa: i .r coma r O - 1y� Of LCL I t- O N ! 1 i 1 w i I I ( I— an K"aiL T )( y •TI -` Ri" r.eY'M, iJ,• - 'si eLKn w/ I I J O Ise ea7S w/ t t I s e Ts w/ - i,', "S 1 i i ; I i MA, m.1 /.-A 1 I 7 1 I 1 &42T I GG i i 1 I 1 1 I , I `� ) 3 'j /a'• . 3/33' /11 3/32' V C(( I Z 1 f 'y 1 ',6.- 1 I 1 1 - P,F9Lt1 FUA cow i(yAYT1M1-- T! �" Ilv, i 17 t IS A 2 I i 1 1 1 I E 1 . I I i 1 t - 4Q7 e 1 •, ,c GAiz - im,Rm Oa'i/1 , 1 n'• . J3]• , I , = X I' ` , 6 r , i 1 {( 7_eN,.1/][' Ir I f I 1 - 4{ aKRAY 1{ a[wLN y'(�(��rjj' E CW6/'P �X! I 1 I f MHD .V . M� ( 7,C A cost 1 i 1 a IY . Pre c LPPan`, I 1' i p 1 1 1 "-% I ( 1 W I d I 1 i -4 09 M:, YJwM-II 1' 1 I I F . 1 - Mfl . FACH'lll 1 ,e,G KU. a [M11 E IMNC HJr a CSCH' ( i I. !! I a 1 - I Ill C/) i I j 1 1 7 n91,.3/`x ' ' , y_ ijf( ) M /�\ ..,,. _ 1�r a E C. t 1 R [ 1 , [kip M e - 7 I NEED SrtD e 4 1 W 1, I i I I 'two i I i i M' a'1i01cm-I _ ,L- _/ _- I I I _ -' I _ , , A ?at I i 'wcw+e I,- 1 y' I` l< r 6TNG POURED 1 I ',.i'�I 1 i ] In- DC CD I I I . r"' "" wM i ' CONCRETE CA t L nN : 3 c.�1 I ; ; _ � Ex' E�RED E O I I III7 0 • 1 P + ,- ac� I 1 l t E i i - , ---------- �_ -� 1 _ . �d EXING PpVRED CONCRETE BLOCK (MM IRA, • 1 1 I OICREtE OR -� I 1 I 1 , I - �� - _ CORCRE,E 9COC•. _ I I Ii ym I j - - e, t q F�7, f/17 3• MP. REWIIICL , Irt 1/}' CG r , CON('RETF BLOOL}. y -_ I i I i .''9.V - 1alawa TMG I 503f I _ ,, REOURED I/2' R;O,PAED /2 EJUS',NG POURED E G 1 1 ;1 1 -. Y,I•.a - 5WE I ,- 'C GAS 5D; W. D.M.. MO r PA a°u�` � I of "T� )l 4 a ® IoV 2 " WP V E - > , ( ' Eti , - ...CRETE OR i �A' 1 OF 1• ' MAY i OF •L' " 4:n 9!9•.! [ 1✓(D ' 4n - NFOLNED EDGER I 1 ED A,,, 1 CASE t: {�) t i" MAx - (. 11 i ) 4Ax _ ANCHORS FOR CO•ICRFIF SEE SCHEDULE ON SNR'. 9 _ E , ENKTINc POURED « ` Y;n 1- 11 /� KEOInREp ; r E.SmIC, PCLRCL I I sGIIE a+a. T- CASE D (PLAN) I •�' FOR WOOD SEE SECTIONS ON s'IEFI 12 .tee CONCRETE -3/d-_ F ' ,/•••-?0 u ti iL_ . raL'S 1 -, ( CONCRC[I OR scALL 3/,e-,- 1/0"IXJA• w n •.] st wwc pR 1 1 CONCRETE BL[Icx t ;_ _ E D WrR M[I CONCIeTF ANCHOR6 aEauRiEca cRra N:cruRs '--E D wI C ' [WCML N,f,Hl s�,' HG, oR n l"r ' `4 l' n�a -Y , ' - -- _- , . • E D E.D i .I ,'_-- SAcaA l) w/ SND 44AI - Lw O L_ SW 9 e . a.c CONCRETE ANCHORS a I+eu/+•"w 7' 1 I RCCUIRED _ 1/]' - -- T♦I%ti wIn.bj/3}• moral wAP1 cA - R M�,w l NLRY $EDUCATE STORY PANELS ,1,.' k ( ELEVATION O _ rSTD . f4 ISCL SLI[DuLt ON (SFE SCHEDLAJ W (s(E SP,CCuI[ ON 0,-I. fW'ils • { 9i E IH H caN _t ,AA- - KIn a •• ec - I. ,11Rw rawi a',v woRMY i SCALE 1/J2-=;� I .. o,ws •Awl �. ,. (•A SCHEAAF ON Sr(RS a 11MMG+ 9i SHEET` a TNROUG. 1) sHi:m a TMtPY 9 C ♦ OR •,ANELIIA? - (- '.3/a• coKlw,Nmilm TY 9srrq a ., SHCEIS 1 iNRD1Ra» 9) ) R,MLE q) WG AYEIYATE ",�� a '%2' DC I _ PLUS DR C. 1AP-GRW ^OHCR[tE ANCHORS i 4; rANrl 4W ® 4 MwRIY -�'i _:� 1 , . LE i -� 500- 1 _{ L-� 1 J 67• ,/1' MAX GAP WALL MOUNTING (SITE scHED4,Es DR r COSY.: (! Wt �"�'AE °M - A - .1A ISO S II A 9} SHEETS a ROtX,' 97 1I/ ' 1'1'•-20K3/a' Ss. BOLT --- I ' (MN GNERAP -1 NiUIE VNiF') -- SECTION 1M 0- SECTION & tS sX I -_./ . -' "°' w/ 7/e'A!/32• III i. - - ?' 0 12 1/2' D.c. coTICRETc NICIORS �` `\_%'•``,�,_/�_/ :�\ �_ SWI !/6-1' 1AH ASNI: NIRONP eeTf __ t / _ to tMOIRY9 rRwr • l5[C ETEEDLAE ON I/a• MV.. GpR `' sIALC 1/E-i' SCALE J/g.I" SCALE J/a-I' SCAlE J/0-1' SCAtf ]/9-'' J IXEH+Ia RKRM 5. I } I I f _ EDGE Or Cx STING a NEW 1- WTUF . VARIES . t/8' E.D. %ODE oLsrANCE !_, I =n ;'"' —A"'-N M STUD (SEE DDA.L°aCENI O ONLRflE AMC,1°Itt SHErt 9) i t I• E.O. EDGE DISTANCE SEE uHEOLAt oN O➢ENN1Nc C, Pt ® SNEEl 9) i� t{ _ ^ (SSE SCHEDULE CN CHICK KJM TUBi OR 1' c (SFE SCHEDULE ON CASE F (PLANT s"Er 9) povR[D LaNGRLTE oR SECTION A -A fTVc.i � ) -, s SHILL e ( ) ',J EXISTING STVCc O/ PT WOOD PATE SPACER I 1 7HFET5 8 & 9) SW€ !/16-1- CONCRETE E III OR wo.ftCOWAIE e.00r SCAN 7/32"-I- EEIPPF ) WOOD 9AN0 I I CORCRER alax IIEOInR£D ,r°r n — 14R I ; SHEETS B h 9 i Poll BLOCK REo'JMEII 6 • NEW ,• WIDE GABLES • t/A- NOTE FOR COMa1NATiDN OF SEC710NS. REWIRED M I I ALUM WTUBE OR t , VI CS WA6■ ■ IArli EI NDL�..^ COMBIiATIDIs OF 5177IONS I Pr WOOD PLATE SPACER I TOP & BOTTOM MOUNTINGS CAN BE ��c� ' � Sep. f 5t BEHIND TMfh COMBINED IN ANY WAY TO SUIT ANY yt9JE E PLANT 1 'A r- , 'J]• oc TOP a BOTTOM MOUF Ncs CAN BE GONCRE-E Alc+';ws _ ' ( SECDON B SECTION /aem� 10 1 eP,e " �I N„1H,,,1„N�1'111'ylyAt INSMBENEO IN ANY wAr it $LT ANY - � . yl(LTEe iH"U"' 9) %ACC Ca.1I INSTALUTiON $FACE J/,! 1' SCALE SiE-t• SCALE 3/e-1' E,NiiD1 .11 sLU A�.. �...... III "I INSTAL +' i -_ �- RAC E.t_ y./ eta A.T/6��11, A.71(I�jRL% tl��--� y 1' S '9 •- ----� _— EXISTING POURED P'.•••... ✓ y �P� ,C ........ ✓ 4 CC F •'-• - FLORID, BUILDING CODE Ni h Yelocl Nurricone Zane - _ CONCRETE OR SRAFER IMKHI 'c eE tt - 9 ) Q -!/A-- S B 1.2a ra TCO. Iy- „ (SR eL,mLA! t '/I- M;A CONCRETE BLOCK Two M IRAI ,H.H S Y9e70 LILT NC TP - P2Pn RTE. IC Rao � - - E D : * . 7 : _- 20 GAGE GALVANIZED STEEL STORM PANEL or ter ' R °) J- Mo. REOULREDNi ,wc.P Is ; 44 _ 20 GAGE GALVANIZED STEEL STORM PANEL �,,,,, e. _ : • No 44167 a IO GAGE GALVANIZED STEEL STORM PANEL ' P 7" CONCRETE • I' iR = v'. IF # = i -- °°'� SECTION X-X ? * 167 _ -- 1,2TE_F.4R SOtdOuunON Q, SFi.j)QN,j. _ - i --- ouw. er ND % = * L-YR-,r'-' _. \ at/L/A79 E.D. -EDGE DISTANCE = Ili * ' _ ,:, a: :_ o+M/xon inEL� a e) yo, rarE ,F ; y GLOBAL PROTECTION PRODUCTS, LLC. ° 'u�0 SCALr 3fe-'' - o'. - GLOBAL PROTECTION PRODUCTS, LEG. wrz (SEE SCHEDULE ON DP h 807 0M MOUNTINGS CAN Bf e Z 'CIEffi�UNTING o OAIOA ?Y IL E C O IEEc w1L S iE DA rc�z i 1 I L E �► O EMc. I ? a'.- S 7E OP f \GLOBAL PROTECTION PRODUCTS. LLC. aKn F I Naas sw 61 rREn DETAIL FOR SPACERS REQUIRED AT TOP OR = 9''- .eao SW. $1 STREET SHEET 9) COMBINED IN ANY WAY rD surt AN % �I L E C O INc Z S - O P /rL, % 9 •. F ZED ,� Aeao S. 11 s1Rm � L ntLn T enNa a s1aMLniMO cOYPAI\ cove, n 'rl 1, o RID►' ,.11 * , 7d-:.a,1 LLry I- Nn a ENotte"W'" coIAPAWI cow, IL vat. w5luunDN. G . P- ,,,fir tRU, • [w9wtURNo rnwN-rlr DNAEI n 3v„ -y'hs/NALE1s-U1e``'�T 1-y' U. "aL ""A °"i O1m'4n'" R" <wgm9-Is.a. rAX (wA -e191 20-176 �QTTOM TRACKS ADJACENT TO STUCCO�rOOD BANDS y4c` yET. _ x> NMwoaN- PHwc(96gaw_1xs. rAA: (9e.J�'_ann 20-176 ,, ,r :R10,, "tP b 20-776 Q SCALE J/e-5' 'It ..� _ K,... (Msj M1 ,m .. I4AI nr-,41 ® — Wile 1°°° - 33"-- _ IN E- SEAL haWtutt , �- /La _ - / INJLrJM1U w _ __ .� lllllllle�l CA OOOe719 FM,n 9 _ /cow w&rLw A nun +, R F , - _ ',, Opt NNG W... AeILIQ A tnLn pm�n,_,nI owAelc ',-tcS N fl#` RE/all (�Trn A. nu P.e - -- ��y w Y. a eMeoLY n w,oNFi (w.) B -,s l- Na (w.Ne9-ant „�-. wAwWR He_ h / IAL .A; Aur,IRt.mAi[ -- a-oro97re .M I aJ 1S/ NAt-+''-et�— con n,-m'e1e r1NAW.Ie a4iV Y--- _ $Krl . W n .. _.__ I all nlYab Jin•et AIfET S a 7e f 1111NN rpee✓ Im :•et _ Lwn t Or x lZ SHEET NO. SH 1.0 i . III if I I , 11 - A - - - - __ - � - -11 - - - _L __ - I I II Tr I I 11 11 17 I I I 1,111rill - - I I . I W',,, - __ - WALL AND FLOOR MOUNTING INSTALLATION FOR ,1TORM �,., 14- I M - - - . 1.1, _-.1 =�. SPLIT PANELS - - (M. - . . -r- - - It 'L.) ____ - B. - I - . A .) I 'I, " , � __ " "I I I I � (1) I /. .. 1- 01A., I I , -_ 11Y� � , ($ ", . - � I . . `KK`RU` ��,.,/.'� -.. - ,%r.11.-A -v �_ 1 7 -T .- �w - - - --- , �,� r-, , I I ,/.*I - - . DoM,:RM I I " - � I I --U _-1) ' �-j 7-1-71 - ---L-- I �__" Rt� I . __ , i I -, - _�-"__, . I M i - .� I , i �1 - . T-1 _�l I. I , E ,� :, " ,`,...: I e: / 8 I '. -I �., C�5:t � IT. , ,__,. A gp_� I i 1 : 1 I , � ! I i . L I i-i �I� - --- - I qz__ j ; I i _11r� �,-, I % I - 1:1 i� ___ I � I I , , ! I I . rl- I I 1 -, __, 1 i \ Il ,� 1, r -I, " I i � T ; I j IN : '. - I , mv.� - eoIvT& : . I , ! r, - 1. � - / - . .11 � ! I ; i � : ! : i 2 , , I I ;. ___ : L__ , I 1___ - - - - - - - I 1 - : 1 � - �' . . � t2) VIC. - � I � � � : , I � I i 1 � it i � I � - � ./ I I/.. * 1 I , , � I � : i - : 1 � � .e. - ili�. � - c �� 11�3.s/w. �, , . I I I I I , 'P=E I - - - �ivNnlwna� . ; : � I ! ; � " -, Dw__ - - - , - - ./ , v. : 1 , � : -1. __: - - � I � . � I 1 0 1 I�IowTTRA_ - i � - . , , � 1 .- 4 I/ - . - � t , 1 I ; � 1 � I 1 .it , I I .3 �f 0 ; 7�__4_�, MIN E It 10 - - L � ; - . � ; I I I � � I I I- - I ; � I I ---- . I I � I - I .. i i, 11 i I.- I i - , �. I. 14 -T." . 1 � .. 11 I , 11 ! I L_ �� ELEVATION , I -, , IF -i.,- T-__ - - 11 I I - . - 1. I- (j � _- li. " MR SCALE 1/4' - I' W, F". � =, . ; To - am I ; I � ; : I DETAIL I 1, - ______ , , , I. I__,- , : I I =_v_II`M`1 --__" i t I . I I I __'1_-1` -*�,-,--���-��---����-�--,�---.;�- , �_I _,� I - -4- - -- - - -UF,i�, i;- < . i _i � " . � A - -J-- - I I ...! ..., 1 �_4- � , i I ---�m f--,--- - - 1� �-�7 -- �-, =I';- - - � - W ,� . . ; i j i 1 1 1 .: W-13'.. , I - - - � i . � .....1. 1-1- - �. . _ i - � � , ; - . I's., � O.C.I I ;� '. - ------ v _I-I` t. 1. ,,HEE', I � I , 1 � � ; I I i I I � � I': 1 ; �.Ail . � - � Mo. - ' I7; - : 1 , � : : = ----�./ , , . - Y_ . i I I i I , I .$ i� I I t � � � i i � I !, �i - - I - L!n.- , i � i � I I I � : - I " / �_ - - " ! . I I 1 ; ---I - / , "_�___ - - � - I's, �=.- I - .. - _ M. . . i . - . - : I T11i,, 7 i - e- 11 I I i t I 1 1 i :. � I , ! : 1 1 ,;..� 0 :--z I . , i . . : 11 I 1 '----V-,-- I . .W.-v - �L t - _j V) ,/.*. - - I L I I ,-I, � - �_ - , I _. � 1� I , I , A/2 I j _ A : � - -, -P - v . , 5�� L, _T,�' _ -�_--:�- � - -V : I ------- �o j I . .i - 4,� --;T : ... -.' -_ -_ I , j,! -;7�-�' - _:-W�-=+" I I ,__ tt'�. , - ! i�____ , - - "I -1 ILI I IL - - . . 7 - . - , , 4; - 7 - , / .11 1, -- �� - ; . -, � I - ",,, - . _ - I � " / Pi. -�4 �--i r - " - __ - - ___ - 1> ; I EHDF, . , , , -2 I L, I i lio� 4�1 1 --- ,-,- I .--------- _ , � &-t I- I I I 4 I -11, ELEVATION SECTION Y-Y SPLIT STORM PANEL ELEVATION ALL I , I , SCALE I/,--,' SCALE 1/4--l- lin.=11 SCALE ,le'-" : I ! I TI-L-J'. I: DETAIL 2 I � - � k I " it, I ;;19.=_) !, � - , it ) MULLION ZVff&= - - �--,---�; MR, kdlljoN REQUIRED - i [ I- ,--,: : � - sp- (n ) -_ TL1K .u(5. - I ___� / I f,"t ,K`HUKA� " , C-15, 2'. 3, . 1/6' i , 11 I . - .. C_____ 0, I I poowww i #04, I " T_mx;Uw _._1 -8' 2'. IT . 1/6' I `PRIER A:..!�17,x, L--J?- � > 4'-6' TO � ... , v/ , ."k. I'll -.L;--) � .. P - 1. -12. .., 2' . 5^ . 1/8'. I �CEIV& --..:? - ,.- > 5 -8, To a -IQ' " I "I' k /?. � _� 2� x 4• o 1 f4T . = � OT/ , -, ------w __ - 3, . . - - I =*: I 2 : It, .: * . 4 . . FLORIDA BUILDING CODE (High Voiocity Hurricane Zone) S - - . - - T v4VQFP. 'AS D72DOE1,Tf PRESSURE R"C tM . T .. MINIMUM ',USE'S D.ENS-01 SHALL BE ORIENTED . I � - T.1 SECTION I PARALLEL To STORM PANELS LENGTH I ... .."top ...* . - i 20 GAGE GALVANIZED STEEL STORM PANEL I OR� , - - SCALE 3/8-1* __ I - '��'.. .."., � j wmmv. I- w - - GLOBAL PROTECTION PRODUCTS. LIA;. 0,11, . I, " 11 U \ \ L ECO - ,. . INC. MKK, & � $, sittitrl WE MUIWON CAN �Sa K INSTALLED R/0 STORM PANELS ON I I I / - , , v �� IT, W�w a EKa,I,vE. w cow- IIAME,,� wl. � 80700I SO THAI IT IS LOCATED AT TOP OR SOTIOV OF OPENING " v 20-176 ��� .!L, - - -_ . .1. - (_,__�', - TONE PANEL OPENING, W/ TUBE TOP * BOTTOM) I I - 1_�1�1_11"*_ I1_=;;1_.11 I - -� __ � r SE1LZ5X1NA11IK/- ff-I _F27.1 I -� I I INSTALLATION DETAILS FOR REGULAR PANELS,J) A :ib INTO EXISTING WOOD STRUCTURES - :r, - .Paw . 1. -11 - - - ='Z` I =,�= -, - --.,/I'--- - - 1-1 - - I,- - _. I., r � _;:_� - I I --/-- . --- I . I/ f__ -_ � I 0- - - - I � i ; I I r I " � - -- I � ----�� I ; �__. e., ., :i"__ . - V . t . I I " - - `c.p."`_ ; i (MIJ - . =� - - �__ , / j -g.-. V - IT_ - -,-, - - - r- ,- . "' - - - � I / I . r_A - - -, �- - ,--4 1 I 0,.,=.-. I , I T 1 /--e- I I j / j .g.- ,_ � 11',/// , 1, 1:1 Q2- I C21 I =X.�,_- , - til"" � � 1; , -I& � . I . ____ --I I I I/ I I - _. �' I, I _m M_ , P 4=4-� "Jl -111, � 1i � I" , : 'm , - 'm , -S 1 i - 4ZAI � I =.Yl. ! , ; - I 1 I I 1.*- � I I I ,;� 2=_ - i ! I , i I I � . - - , I I ; j i I i I _�_ I i ,K.r-11 J I I - . � I i I � t - I I , __.- i - * 11 11" 11 I .,: 1 ! I � I I . - - .- � I ; _Lj / � --- : � �,__�, --11.-; I I 11 ----(T4- -I a I i _1 -_ . ! r �___ I ,_1 I / 9 I �=_ II.- I i I i II I/ I . " .1- i IN i - ;w = L.*.--.W- - � � z - L-be I I `-Rw- 7 � I - Awn � ; i : � I i __ -0-) - I ! = 1 " ; - I— - __ : v : : I - I - - � i m -Ar _.. Z.- . : - - � - @ ; - I . x1v . �� - . �� ! - - v ! - i � __. P I . � 1� I ,, I : � q,�, - � - - : 5 i - vmiv�t ; -Lk- _1_�_]_ -A- - - ( A- I . - . ; i - - I - . K . i - i -r- � 1v ,; - I i --A. '- - -_ - - ! ' � - ,p,c.- ) __ . - . - - . I I I r- - : j - - I - � IT, � : - i i =_ ' 3, i WALL MIDUNTI i A I . - ' i - 9 : I . I I INSTALLATION - ALTERNATIVE 3W I ;z•-V.. i I I . - : I - -A... 11 I __ : I 41%!4, I SCALE: 1/-' - 1, . J fl%1- � i - - - , - i I � Al -A - :� i ; _ __ -• ,, - ____4 ___�_ - 6i �_L I t 14.-..;----j�' ; I - ! , -_ I _ , I , T I 'ff .___ , ; I I 1 1 L I .11 I I 1 � .;,.r:_ . I I 1111- BUILD -OUT IMC11LINTING I - L-=-.. ; �, ., -- � �_,_ t, � ., INSTALLATION - ALTERNATIVE IW � ./, - - -_ i -, "-.;= - - �, - -1 I � . SCALE: 1/4* - I' . f _L.L___j - CEILING & FLOOR MOUNTING X"- &_ FLOOR_ MOUNTING INSTALLATION - ALTERNATIVE 4W INSTALLATIONS - ALTERNATIVE SW WALL MOUNTING(SECT" AT TOP IS UMITED TO .55.5-67.0 MAX. SCALE: 7/4" - I' INSTALLATION - ALTERNATIVE 2 AS-D. DESIGN PRESSURE RATING) WALL 1/4- - I- SCALE, 1/4- - I- ,,-�� , _ , = -.41 I - , -__,.I -.1 I r- - i I I - . I I . i - ----4 - - - - - - gxx- --- NO � 1 -4- FLOOR MOUNTING INSTALLATION - SIECMN MAW NOTES: � ...... I. Mj,, , SCALE: 1/4' - I* : .. i 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D DESIGN LOADS .... .. *' . . .. Up 70 455.5, -72.0 AND PANELS LENGTH UP TO 8'-B' .* E FLORIDA BUILDING CODE Velocity Hur icon* Zone) ps' ,-.. . I (High 2. FOR NEW WOOD FRAME CONSTRUCTION WOOD MEMBERS TO RE iOL"HERN Z, 11" 1 P14E NO 2. W/ SPECIFIC DENSITY OF 0 55 OR EQUAL z --- ,IHoO �. McW 20 E GALVANIZED STEEL STORM PANEL .111 � &I _5 .-: No. 7 - = . - = i ,�---- -:'v�� _1r_ - 11 -.7/m/m. N"T FQ13_CQMBM_Rft OF SUTILIlil I I �. T of� ,.Q:z I BAL PROTECTION PRODUCTS, LLC. , IILIECO.Mc ",\OLD , i DATE , . I MoDs. �. _ TOP & BOTTOM MOUNTINGS CAN BE .v. . , - .. - , I - J , .- . .,#,? --, IENGLNIQI� COM, � �`-,, - - ,o� .�__ ln� rerrma . .W, � , . . . , " " z - - It "IpMT Ill-) _135. - ,.)_, 1 20-176 TO ,�.i 0,f,,T1,_,/_ __=11-1.11" I COMBINED IN ANT WAY SUIT AN, ___ - __= , - �. INSTALLATION. 1'� '7' ,,a ..� P� "All . 1,100 _lw-'u.�n _,.ft_1 111.1 , -- �- - - -1 - 1-,7�,- _w , .. , I , I - I - i �M - I I - I cowwi `Ac..OR3 CONVINDE ANCIM -,m M.CAM "'c"Oes !;a SC.Ewi - 10, v " I '541 W,WML( ON (sa sc�vu OH� MR`ROOO� SEE SE ��" Is S,kr ..) , _v_ ) 1, 2 & Iw/15 s1w 1.1� ,� \ ( , I- q r*1/4, 2/A W4, 3/4 UP 4/4 1w/15 . . - - � I : - �, -A POL-ED CONCI" I !L,t__ 50". . ww"m " -- 0-,'.- , "o. I - ... F_-. ----. -----,- _0 f.250 , - - -T. - -, __ -T:�- - I- --- -1-::7T--T --,+-- 1 _f_ 1 , i I - -- _�T_ '. +_ � _ I . t I � . � - - �:_ i:T Id-1 4 p7T - 1; . i - . -�-�- �_ T � _� f I- - I- i : -1 TT _t 71 soMc.m I . �ffv � I I I I . i i � P 'I I i I � I I : . . PEOIRI"'D 11 I � � � , I 1 I' - , � __ I I , : � I \ I rl, I 'i i I Il 2 , L i I r-- �. : : i � ! , I I � I I i ! , . i i I -----P- 1 � � � : I I � 1 . � � , I I � � 1 ! I I ( , I i � � 1 1 ; 1 1 I i I � I : I i ; ; :: I i I, . I i I t , i 1 , , � : . I i , � � \ I , � I I ! . - . - � . j i 1 .I � I 'I I I I I � ': I � I , . . . I , 1 . I . I � � ! 1 I i I I i � � i 11 I : - : - - I � ' � � - - 7 ' ' 7 . - i � � j � j i � I f 1 L I ! r j 7 f I Al , I I � ; � 1 1 I I i t i - i I I i -Sff SCK- -- r _� S= , � I I " , 1 i 1 I ! SHM 1. I i I twie"N't PAN � I L � � ICY) RANW � �ttiwq : (wrie" rmel.) , 1 i (m 'It" I : � F C.-ITERO. I : , . � I i I i � � .. SVAMtKFt1,N � . , � I ; To i � R - SEAAIM� . 1 CI,A`3 I TO QM 9 I I I I I I . j I i 1, - . 1_1 1� * � 4 � - . . � - � . . I ; .1 . ;_ � 4_ �-,i +' --, I , , - ___ 1/8,W2, ,--- ;a . * , � f T-�� i I - / . �, a 1 ,� j ; I � 1 � � �' , � . 1 7 14, � f � , � 1 "mil m '. I?, Wr. � I __ � I (�, � ! 1 i ! , � i I '� =:=__'�= nx 4 I 0 1 , : � � ! , [ I : I I i ,� �' � 1 1 * ,,- 2 112' OC � � ( 1 I ! �� � , - - - A - L I � � I : I , . _T � Y � 1 , � I . ! � � I ! 1 � � g i � ! �, , i � : � , : � i ,_ I . I"`CHI`4 � 4 - , ; : � � : " I/b, .. (� / - ,/.*,. . I : -- ; � I ) , W, : 1 ! I ,/a- / SPUD�VT.S " "=Nuls i I I 1 I � � � 1 " ; � S1 �,' ./ ,, � ; � , I ; I I i I 1 1 e . TO '2 '/?* OC 3' � (CASE T;I I to 0 17 In* O.0 I , I . � � � . � � . - - t MY � I /,.) it I (SCE I I ; � 5 E DV 2.11.) A" � , I , � I i I , � - I I ; I I I - I ! � L . I I I I 1 . 41 -I , I . : I I I ! I I I 1 1 i � I ax . I I ; 1 I ; L . I 1 (.7- ,ocAN:R,i 1 . I I � I � 7 I i �q � ; I i 1 � 1 i I � : i � I i I I I i . .0 _Es) I I ; , � I , , I I , r. I . , ! 11 , : I , : I � 11 . ; � : - I .-i- I ,�+,-,-- -4 '/" i � i r I I , j) m - , oe r - I �__ i -- I j i ! � ! , 1. ,/T, L_� -1 I ! . � " � , I II i I i i I t i I I . ,+ I , I I I , , � � I I .r��=Z�f�) � � i � . :: I .11 � I .. I . i 4 lip �_ L ' J . I � � 1 I w- 1/1. I T - I I , t I :imr � ,.Mj i , . - - i _T_Lt4 : 'I'. 2,) �D.L , I _� --I ; � I i I I - - 1 7 " � ! i .e I i If OR COMC 2 . � I t I I I I --- - I I -1 I � � � a BLOCK I . I = _1jW1. . I � - REO�D i I 1. � 1� � . i L*1/4. 2/4, 2AIA, 3/4 . 4/4 2 & 1W/15 L*I. 2 & 1W/15 : I i I i I ! , �i I : I . � I ! I � I ALTERNATE LOCATION I , I ON LIFE WrrY PANEL -- . �z / i � I AREA �/NO I IFE SAFETY PANELS LOCAMN OF LjFE (SEE NOTE IBELO.) C_ � REGULAR PANELS */ OR I j .1 . - : . - - SAFET, PANEL -- � � I I i __"J_� W/O REGULAR TRACKS (SEE NOTE i - _ -I\, . RE LOW) * LAST PAWL Of NSTKLEV AS Co 'IRS K`4c� ,=lE 11 Sy Q�RLO �, el I i I LIFE SAFETY PAWL ORE._ S,�j R SCHE� ON . "" 0 . s,,me OR L,J�E SA�ETY STORM &-IS BE P" I PT.ro" -4) ,�JD - - 0 =71. -1 �V -m � - 11 - (AT co��) 10 FAC.,allr ,,m INSIALL �. tOU"Il , , TO BE 'ED 00 R06KNED FROM SISKIE - - J �� KNC`0� Sl j , OF 1111.00VRE (SIDE SCHEDULE ON- ku - � I.) ELEVATION WALL MOUNTING INSTALLATION WALL A [NO INSTALLATIO SCALE 3132--1' - - - - - SECTION I SCALE 3/8- . IT - SECTION 2 SCALE 3/0' - I- ©0- `4) (�- ri� - I,.- .. -, - J-1- " 1 \ (AP if 14 NQ7a.Ch(__U1.SAFC_: JST�-P&K- S-STLY, INSL-LAT):N , L= L ";k-/- '_11__�__ ":7N__/__ \_/_ "_y__1__j' - I LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (rIRS- OR ,-AST PANEL, �jr " � - 4,E.. . . OR AS AN INTERIOR PANEL (ANY PANEL LOrA-," N BETWEEN [N� PANELS). (._I I., ... .. . LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADACENT TO. AFGU_AR PANELS WE �.. ') , M, Is SEE Nan 1) (W1 OR WIO REGULAR TRACKS,) 2 LIFE S S CONSISTS OF 0039' GALVANIZED STEEL. STORM PANEL AS SECTION 8-8 PANEL COMP PER SHEET 2 OF ONENT PONE76 DRAWING SCALE 3/32--l' THIS PANEL ALLOWS �ESF,F 10 BE RUMCIAD OR INSIALLED FROM THE %Slnf Of STRUCTURE REQUIRES TOP TRACK""I"1101.0 ..... 3 LIFE 5AFErf P BE COMPONENTQ& got,010 rWw T 4 K I To ., ?, N - N ,,, - Ito AS PER SHEET 2 OF THIS DRAWING BE COMPONiNf , '111:�� ........... 4 COMPONENT BE INSTALLED *ALL OR FLOOR MOUNTED ICI,-OWNG SECTIONS I " " - 2 ON THIS SHEI77, AS WELL AS DETA,$LS I & 2 ON SHEET I. zj�r.-- \1�,mSqe -.. . \ v - ` FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 1 f14 4 ;3 4. M� LEACH FOR COMPONENT®6 6 I s� m : %0. - z - -1 - TIL�. � M . - Ma,- ANCHOR SPACING FOR COMPONE;47 0 ANCHORACE AT BOT-Ow 6 GrVEN ON = , . 20 GAGE GALVANIZED STEEL STORM PANEL - * : i 11 SCHEDULES j& 2 SHEET 14 = 07 I COMPONENT MAY' BE PER"4LNT OR REWONABLE __ * . - . CAMR, w - .. ,5 ATE Gr _.�11 ---.I- . -_ _. - . I '. .,nmt/� - i:- _�--=, __ - PRODUCTS I i� _� .. - •- - . , GLOBAL PROTECTION , I.W. .`E 5 91( DETAILS TOP INSTALLATION INTO WOOD FRAME BUILDINGS ON SHE?'� I I L I E C 0,.. 5 '_ �ol;%Q.,_-' I MtPt) S. 11 STREET 0� .... ..... �'e.,--- 11 . ,,, IT .. W-4�-1--l", L `^"`E , �' 6 SEE SHEET . FOR DETAIL APPLIC.91[ TO THE NECESSMI 'OR THE ISTALLAT ON 01 " -^ , - nUUT rEFI . ,UN0`wm`e.Q CO. ONN i,�, - - __ - - t-MIR-5, 1. (".16"_", 20-176 111111z�. 1;r11=r__1.71". , SPACERS AT TRACKS INSTALLED ADU.CENT AND BEYOND TO S11I,CCD/WOCD BAN �I= OS .MtL - -.I - � - 01tonK, � CA-1. Pt SE-4SK`N`I`UR`1°T` %AtTTR A 1UP . RE I - 11-11 In I 11,4111 It CT 26 11011110, ! i --_ - - I I MAXIMUM A.S.D. DESIGN PRESSURE RATING (2.2-f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "C SCHEDULE (VALID ONLY FOR RANELs3 &(�) INSTALLATIONS As PER sEcnoNs i rmRu to, ON swtcrrs 4. s & 6) -SIG- IS D 1 - PA7CL UNGITO I MRAM,,M � 7 �, AI D n A,t, IfKKAKE a= I 00-71ION i W W -T.sl 01 THEM . . 1 • 555 5. -720 � 7 -5' OR LESS , 2 !/** I UNBOLTED I I TWRUIA I --.f--______ - -t-- ------T---.--- - - , "S -720 ,I -5, rr w-ft, W. 2 3/4* ; UNBOLTED I IHRU 5 . 7 - , , , - - ------- _I-_ ___ -55.0. -12.0 ;." - ,a 1v-2- ..., 11 2 qv , . so �7 n mm It 1 011IMS � . - - ' - - - - --- - �� 0 11 12 -_-'m_,_[1S� 1 1/2- 1 , 11�71%� � a. a * To . - BOLI ./ Vl'._�I* 5� ws & eINCMv, A, a. & ..I. 7 ,.., MAXIMUM A.S.D. DESIGN PRESSURE RATING (P.m.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS j:; & ,f&' INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (MUD ONLY MR PANELS Ole, @ INSTALLATIONS AS PER SECTIONS I n1RU 7. ON SHEETS 4 & 5) - -_ I _4A,. Aso UACWL10 ANCHM W-c raK CO - 3 1/2* - DES, � ____ JR�,E�.S � -stm=1 I __. PANU - TAPC04 7 - _aw-_,mi - - - - 0I,L, PAHEU,An ,low,f 0 -muRf - -� - - v- I 11 - _T. __TT___ --- TO--7--W--j AN, comitaMITIa, LEW.� %* (�) IUYING (W) to -K,ttr,t j -IT , _m lb� '. __ 1 C."m TO �_ � 1 � m CoNCPETF i � I o; THEM B... j i � BLOCK 1 � ft� __ 0 . j ./. - � N/A 6* 1 ./. 6' 1 ./, E. ! -M , (TOP) I ------- - ____L_ ------, 6, 5* ./A N/A . , 6, .- ;; a . 1 v , I � - - 1_1__1__I -, :-1 - N/A J- - : I N/A 2 tl�l .. ; .;A I .,A , . I 6' : -/- 6* j �/A . -----. .___F ---- - - - 6' W. ./. , t- --- - -- -- ----. 1 �/A , o' . m/. 5" : �/. ./. 2 (1101W) - -_ --- _ A ; I/A I ,/. 6- ; ./, " I ./ ' __ 3 & 4 f7w) $' ON ,m -56t -1�0 - T , --,/, �- "-------- II, �/� t �/A I (BOTTOM) --- - t - ____ I- - - - - L_ - __ e- - I 6'-- T_ --- __ -.-- - .. ./A ' ./� I/A I ", �/A H/A I 6' �/� I COP) I _+ __t__ -F-.- - : e --- - . '. 15, I 8, I 6* I . 6 . , �/A . : ! .- F.. , - .1�_ - 11, � �__F_i__ (BOTTOW) I , "� I ".. ./. 7 ./� 1 12 112- 5 1/4- � '2 1/7' � 9 /A' a 1/4' I /,� _ i , "' 1 5 uw/90m.) I W SHUM 10 11 FDA AAC"M FIRE A VADYC FOR INV�� �0 WOW �TRAMF SuLDNID - ANCHOR SPACNpS AND 00NMV� MOE DWAICE ARE INDICATED � THS IcHIF=E rM CD _ESS � INDICATED � 9010k,il MR E ,MAtf,OR SPAC.0 81 .1TPI.YINOI VhC.1 � � X,IEO,� V THE '�ULDMNG 11FO1" " THIS OPERATION TO K -MWU, .EDXED SPAC.4 Offr-M �G FACTOR � W1 K � - - '1� fk�'M - UIcP �� - AT -Rs Lo�[�� - - I ... M10411"NI IRROOR - "`.`Q.m - - __ - iio MIRUE I " __ __ 11�� /'�"11!�k e.*'I, �J!41 _!�_�� ,� 1.) I - I - I , 2 'n I I-- !�,; - - - `... ---- -41) I , I , ,_0 - Z'1* .. ,�c N S" •� i's FLORIDA BUILDING CODE (HT2h Velocity Hurricane Zone) - ROM FA 111M I f1cm z : � �1100. - I i . No. .4167 .. I 20 GAGE GALVANIZED I 1/1. - I I - - - 1 III, . k . -, * i -_ _'. "I . m/n/tIt '- __..�-- �� - _-� - 11 1 -�O* STAT OF - - .'- � -- . I B LLC. IMM 1.100�,-- ,rimlop-. t� Le, . , . --1 .- I MICKIS. 51 IFIREIT �,, 4,31 ..... ...... , _. n. =I. 20-176 �e� -4- . - - - . .1. � (�)M-�. 1. (_)IM-11t, I- t,,,_ - �_- ��.,,..E,. ------- - - - I- K� ' "11111,1Z.1t .I.A.k., , -- - __ iN . I 1 - I , - i�� . . I.. I 1 1 � __11 I :�T_ I - I - _-!_ - -�- IIQAS INTO WOOD FRAME BUILEMM; ANCHO maf - ED UMS IIIAI, IN04CKED SPKC,,,K; SNOA apEeArlae TO BE Passe,t, PIDUOM S",Cw orA,Nm v5w FACTOR SHALL NOT K LESS .- SPACRIG NO'CArED FOR Im" wmOq "'RE ANCIORS LECm ANICHIIIII ,/.,. I ,/1'. 1 ,/4'. 1/4-. ,/.-. - I "mu-n - - .------ - . I .�v " - A,Io In - - ACRIL LIX Oxxit amomm FAC1,11101 - - %1.n" 1. I. I, - T,-. F--1 , 3 11r - - . .. ,/: I I :/,I' .D . 5/5- 1OAc 9� BOSH114 R/ INSTALLATION DETAILS FOR REGULAR PANELS lJ, & fj� / -m-2w- 56 .S . 6,/.- 0` � -- - -��-'•__7 - P-Me LFhCr'G (W TO 5'-O* AND 6 ,%/4�*,O.0 INTO EXISTING WOOD STRUCTURES i FOR �m UP To 5-01 w - t, Q , INNOAATE 11DOLE I O W 'A'CL"TE �` 0 - T� _----'�---I . � . _1 12 1/2' 0 C. � 1 1/2' hiom r.'IFAOED I PENETRATION To HEADER FOR ki � � I ! i- -- _`1 -• MR, -. - ,p,QW; . " � ; 1 , I � 1 �___�__ i I I � ,.,a;= . ��" . � k4= I : I `K00 HI�AQTA I � I I ,E r - -I---- i I I - � � I I ,� r __ - -_ ,/. _. - mn �_ I E I I W/ 7e�132' I _Q . � i i I i -I- - --- v , I 1 _ 'WgiiiBiii� 0 = I I I , t I __ - . � 1 1 1 ! ; I I. 111- -- I L I --I _f1 ; : LA : I _�_ -, to: I - j - 1 i ; ji"I 1_�-, r . � C ,,, , I I , - i : I 1-1 - . ; : lrz 4L�_ FFr----- I tL\ _� _\ ! . I r I • .VuRKP � -, ", - 1, I I . ,IKICK, -- - I ! " I ; L I � .� I I I I i : i - ;mzl- _� 1. w0IRRID : - " r : i;; 1 _� I I 9 -4. -4- _____ -1 _- 1, J i : 1, - i ; ALTERNATIVE I ALTERNATIVE 2 - � . _1 - I- - ---. --- - - I--, A � SCAIF 3/0:0 SCALE 3/8- 1 - I f -- - ... I - - - - -_ 11E 1C*0ULf I ' I UE,W� . �Iw A I i I i I : I I - OR - SEPARAII -1 . � 5.107 a I 10 GLASS � � :Z.;M1 1 : - FOR - 1 I � �_ I 1 : . WARAT.O. ! i 101.0 I L �� -, I -_ 1 1______, 1 ! _ __� I EQ' I - I ! . . I I - - I ro : ! - EC I ! I I ==�E4 ! - -------- � I I I {____ � 1 ; T f __ ' OK I I L I r- .---. i I " [a I -11 I - �-- � i . - - EG I.-----: q - - TI-1 . I I � I __ ) Eat 7 7_� 1 1 � 1/2- _707�__ . , : . . i I I -- 0; r- . 'I . " z __7'.w __� i I " i i - � I , I 4% , � - I",KR � I 1 1 1 1/., I a . 5/6' - BRASS 911S,RNG I : ,% I ft� I : I - W1 !/4'f-2Iu2* SSWUS 0 - C I . "I - '�*r 4 _I i 1 5 %2/4 -4 ��. i1% .A, - 4. i " � U0.9" m - - . ) - I i 1/1' OC MR LEHIFTHS UP TO 8'-B' Mn. : ; '_ ir.4' PLAN I DR J14- 1 0 P-E U � 4D CA I KVURrD � �.rl 1US * 12 1,n- . � - I I i ! ;/.T. - � . .�O. . . , " n- - ,HmtADvD -4 ALTERNATIVE M ALTERNATIVE 4W � � � In' %� 11TREADE. P �11- ' 2'.-* �'E � � . - I wo,RaTI� or E� wODO PLAY � - � - SCALE 3/a." SCALE 3/8., ; � - LENGTHS IJP m 8 5, - •. .eo,,Af. ; i I _L__4 ; : ! ALTERNATIVE WOOD FRAME I I - : I CONDITIONS & ANCHOR LOCATIONS DIRECT MOUNTING INSTALLATIONBUILD-OUT mou h NOTE S.UrFR TRACKS NOT SHOWN FOR CLARITY ALTERNATIVE ALTERNATIVE TW SCALE 3/8-1- SCALE 3/0- NOTES: %0,011771 14%4, elfl� � * ... 11�`L/112114: I. INSTALLATIONS ARE ONLY VALI�l FOR BUILDINGS W.TH AS,D DESIGN LOADS . UP TO ,S5,5, -720 PSF AND PANEL'S LENGTH UP TO 8*-8* ,��-�'.-`,*,r,E Sj`7 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) . . I- 2. FOR NEW WOOD FRAME CONSTRUCTION.*DOD MEMBERS TO BE SOUTHERN Z : . _ * N z : . z 20 GAGE GALVANIZED STEEL STORM PANEL PINE NO. 2. W/ SPFCInC DENSITY OF 055 OR EQUAL. = t4o. 16 *. % -� mwc.. - . : * z _�: . - = i-:-- l:21:t C I - 1.OE'` . - - -it - - - I - I GLOBAL PROTECTION PRODUCTS, LLC. '/ IL Z1. - - , - .- , , - ; f . . . , N2m_fQ&mMa1mmtC_QE_U1��L,1ti5 s ..... $, I Ir, el,fc - 11 IILIECOIHC� -_ ,'rmo��;, I MIDD&. b, STIECT TOP & BOTTOM MOUNTINGS CAN BE 06�>.� ,rk Rya . ;A":,�,,, � COMBINED IN 4 , '"IT TE_. 4 2=1w=�="Y! ��, I- "_� I '.n,,,,,M,He 1 20-176 iiL ANY WAY '() SUIT AN, - )�m - . - (_P;_ - oRn--, -""-"- i I - - I -A �� INSTALLATION - ..f.'-��.�.-,�%- -- - -- ..05114 E - - I *kg .1 a�, 14�1 .1 1 , I - I - I ; _f_____ �__i - II - n I I � ALTERNATE `8 �- ,CEATHDN - - � � I �1 (8�-. J"� - I - AT END PANEL �-/ '_ I - I - - 4��-,,n-_2f�%,___ ; __� i , i I f I I .� - ,�� - i ! 1� I � : i � I 1 ! � I I I . I � i i � . . I 1 i I � . : , I . i I , - - - - - - - - - - � - ____L_ _ I- - 1 , , - , I 1 [ I , : , rJl STUDS 0 EVERY P I � i : i � 1 1 1 : P I 1 1 I V, 1 1 1 1 I : I I I I I OVERLAP -7=1 - . I-; ---t.. 4 _. _t (12 "I .1,1--7 , ' I TO 1- --L I I ,� i 1 i I I I I I : I , :1 , � ! i � I I I I I ; � i 1 1 0 I I � ! � i, ! , I i 1 )I 0; I � I . . I 1 _=�ji -_ , I - 11 ,/,.. SEE SEE i \- INTERIOR PANEL . z . I �- END PANEL SC. OR ( " I - '. - OF M- 0 - FOR M�. S. - - ANCHOR ANCHOR OR DIRECT MOUNT SPACING SPACING - V-3, M.n - DETAIL 1 : WALL MOUNJING INSTALLATION (APPLICABLE TO SCHEDULE 1) sckf. 3/16- - r MAXIMUM A.S.D. DESIGN PRESSURE RATING (12.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT',kFOR INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES SCIIEU" IL -I .tk WALL MOVXLM10TIQN5,_TOY _&_BU1TQM 1§-' lk - 3 L,2' * ALTERNATE j ,I_ (� f,�_ LOCAT04 C1 )_7 (,_j�-j (�8��7 AT , � � . ; END PANEL _ I � - . I I I � I � --''v---}'-I - STUDS 0 EVERY I ! � � I, 1 ...11 i i I . i ! !1 1 - i I- - ... , __ j il I � ; � OVERLAP TO HOLD PANEL- . i I 1 i I I I I I - .., - T I 5/8 (CASE 1) : r - __ ___ _ _L ..L__ �i . � _'-___�_-- _ ,}- 3' I- . , I -, I- ,�l i I . 1 � i i ; 1� 0 ! i I I i I I . I i � 'I I I . I i i I � � ; , , I i i i i � I : 1 , ; � � , � : I � I � I i I I � I i I I I i I I I . I � I -� : � I i � . � i . ! � ; �. I , _.�_ 11 I I : I � '11, I I I . 4; � : I . ___ i I L � I *71�� - (R _ k*__/' ,,,* EILL , SEE � `-INTERIOR PANEL - EMU PANEL , _ 3. _ _,w-,ULE SCHEDULE ,r , - ,2 FOR __ J2 rm - 3 - , ANCHOR MPIANCHOR Sp�� SPACING ._, . - - - - DETAIL 2 : FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2) SCALE. 3/16- . (- MAXIMUM A.S.D. DESIGN PRESSURE RATING U.S.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH 70 SCHEDULE .hPPL&NLL_ ON.'L-TO -SECTM- .I AL -Z _Z!IXATL;i _E12m 1IFL_S6ELTjjiH0UP,ML, 21MK 9.1i SHIFT 13 . __ ASD ,MC,,, I 01 IAA-Gw_ CAL,-. P.W�11: 11D.1 0 P-41KITE � �.� 10 DES" __. m� f & - .Aw_ ' -_ - ' � '"] P-ESSLMIK TO 'a To I to 'C TO ,'MZ_ C TO �c,� - C060.1, - .' ItAl- IF , 1, 'BETE 1COOM71: I .m CRETE 1 CO.CAME 111.11 'Ew. ,,, ot i BLOCK CONCer`E�CZLDC, 1CON" BLOCK WAEFE Ill %L,OCx Okc"; .L56e, or THIE. I - - I 1 6' N/A N� N/4 _ _ I' ; 4/A 1 6- ! N/A 6- N/A I & 2 (Top) - - - - - .550, -72.0 9- 7' Ei- � R- - - 9- , 9v 9- 1 9- , (gonom) 5'-0' OR ILSS . f 11 9 I ___ --- - - - - - ,55 a -77 0 61 � - 6* I N/A__ 6- � , I & 2 (TOP) - i - -T_ , - TO 7 . .- t S- ! , 6' 9' 17 112' 1 9' �: 9- : O' !I 9' "SOTTO', 115 - 0 _t. i f 6* i !/A - .5Su -720 f I I ��__ ", ! N/A _ I !� , 1/1 I 1, 2 - (TOP, I ,.-,- " ,,- 7-� -I I, __ 1 SIT 1 4- 1 9' 1 6 . I ._ , 6- T_1(8OTTOV)j' 1 i � F - ,, I f,i�4L]l --1.2_,_� '" fLQ9R__MWNT_CMEIK)t5 Al BQ'%'W III- _L_-Q._ - I1U2* __ Aso , . wa , M. . 5/5 - "o. - 0 AIKXQ I (� 6 r - � TO' 7 �J) APPLICABLE TO ,;ms'Drl�;�� IAPCON SECTIONS 0 & Mw.Um PANEL CALK -IN TAPC0,N CALA-IN -11Y COVEIINA"101 LENGTH -,- (It) 'D 'C To 1,914C I-- CONCRETE C.-NIN I CONCRETE QK_- 01 THEY , + -9.2 -615 3' I. 4 1/2- A 112' I (BOTTOM) 7*-5* 04 LESS __ - - .528 -66o 3' 3- ,,. 4 . 2 (BOTTOM) 7'-6' OR LESS - _2- __ T1 2' (BOTTOM) ' 6 R LESS +�s C, -12, � 112- 1 /2' 4- I 2 (00 ) 7 - ' 0 _ __� , - - I 1/1' 2 1 /d. N/A N/A 2 (20110M.� 7 S' TO 8' O' _____ ___ - - - - __ _ - - - /A _� I I. - 2 (8077OV) ,+550 -12 D, N/A _ ! I -, .... PArp_, - %- MI (.., - I � ALTERNATE `8 �- ,CEATHDN - - � � I �1 (8�-. J"� - I - AT END PANEL �-/ '_ I - I - - 4��-,,n-_2f�%,___ ; __� i , i I f I I .� - ,�� - i ! 1� I � : i � I 1 ! � I I I . I � i i � . . I 1 i I � . : , I . i I , - - - - - - - - - - � - ____L_ _ I- - 1 , , - , I 1 [ I , : , rJl STUDS 0 EVERY P I � i : i � 1 1 1 : P I 1 1 I V, 1 1 1 1 I : I I I I I OVERLAP -7=1 - . I-; ---t.. 4 _. _t (12 "I .1,1--7 , ' I TO 1- --L I I ,� i 1 i I I I I I : I , :1 , � ! i � I I I I I ; � i 1 1 0 I I � ! � i, ! , I i 1 )I 0; I � I . . I 1 _=�ji -_ , I - 11 ,/,.. SEE SEE i \- INTERIOR PANEL . z . I �- END PANEL SC. OR ( " I - '. - OF M- 0 - FOR M�. S. - - ANCHOR ANCHOR OR DIRECT MOUNT SPACING SPACING - V-3, M.n - DETAIL 1 : WALL MOUNJING INSTALLATION (APPLICABLE TO SCHEDULE 1) sckf. 3/16- - r MAXIMUM A.S.D. DESIGN PRESSURE RATING (12.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT',kFOR INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES SCIIEU" IL -I .tk WALL MOVXLM10TIQN5,_TOY _&_BU1TQM 1§-' lk - 3 L,2' * ALTERNATE j ,I_ (� f,�_ LOCAT04 C1 )_7 (,_j�-j (�8��7 AT , � � . ; END PANEL _ I � - . I I I � I � --''v---}'-I - STUDS 0 EVERY I ! � � I, 1 ...11 i i I . i ! !1 1 - i I- - ... , __ j il I � ; � OVERLAP TO HOLD PANEL- . i I 1 i I I I I I - .., - T I 5/8 (CASE 1) : r - __ ___ _ _L ..L__ �i . � _'-___�_-- _ ,}- 3' I- . , I -, I- ,�l i I . 1 � i i ; 1� 0 ! i I I i I I . I i � 'I I I . I i i I � � ; , , I i i i i � I : 1 , ; � � , � : I � I � I i I I � I i I I I i I I I . I � I -� : � I i � . � i . ! � ; �. I , _.�_ 11 I I : I � '11, I I I . 4; � : I . ___ i I L � I *71�� - (R _ k*__/' ,,,* EILL , SEE � `-INTERIOR PANEL - EMU PANEL , _ 3. _ _,w-,ULE SCHEDULE ,r , - ,2 FOR __ J2 rm - 3 - , ANCHOR MPIANCHOR Sp�� SPACING ._, . - - - - DETAIL 2 : FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2) SCALE. 3/16- . (- MAXIMUM A.S.D. DESIGN PRESSURE RATING U.S.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH 70 SCHEDULE .hPPL&NLL_ ON.'L-TO -SECTM- .I AL -Z _Z!IXATL;i _E12m 1IFL_S6ELTjjiH0UP,ML, 21MK 9.1i SHIFT 13 . __ ASD ,MC,,, I 01 IAA-Gw_ CAL,-. P.W�11: 11D.1 0 P-41KITE � �.� 10 DES" __. m� f & - .Aw_ ' -_ - ' � '"] P-ESSLMIK TO 'a To I to 'C TO ,'MZ_ C TO �c,� - C060.1, - .' ItAl- IF , 1, 'BETE 1COOM71: I .m CRETE 1 CO.CAME 111.11 'Ew. ,,, ot i BLOCK CONCer`E�CZLDC, 1CON" BLOCK WAEFE Ill %L,OCx Okc"; .L56e, or THIE. I - - I 1 6' N/A N� N/4 _ _ I' ; 4/A 1 6- ! N/A 6- N/A I & 2 (Top) - - - - - .550, -72.0 9- 7' Ei- � R- - - 9- , 9v 9- 1 9- , (gonom) 5'-0' OR ILSS . f 11 9 I ___ --- - - - - - ,55 a -77 0 61 � - 6* I N/A__ 6- � , I & 2 (TOP) - i - -T_ , - TO 7 . .- t S- ! , 6' 9' 17 112' 1 9' �: 9- : O' !I 9' "SOTTO', 115 - 0 _t. i f 6* i !/A - .5Su -720 f I I ��__ ", ! N/A _ I !� , 1/1 I 1, 2 - (TOP, I ,.-,- " ,,- 7-� -I I, __ 1 SIT 1 4- 1 9' 1 6 . I ._ , 6- T_1(8OTTOV)j' 1 i � F - ,, I f,i�4L]l --1.2_,_� '" fLQ9R__MWNT_CMEIK)t5 Al BQ'%'W III- _L_-Q._ - I1U2* __ Aso , . wa , M. . 5/5 - "o. - 0 AIKXQ I (� 6 r - � TO' 7 �J) APPLICABLE TO ,;ms'Drl�;�� IAPCON SECTIONS 0 & Mw.Um PANEL CALK -IN TAPC0,N CALA-IN -11Y COVEIINA"101 LENGTH -,- (It) 'D 'C To 1,914C I-- CONCRETE C.-NIN I CONCRETE QK_- 01 THEY , + -9.2 -615 3' I. 4 1/2- A 112' I (BOTTOM) 7*-5* 04 LESS __ - - .528 -66o 3' 3- ,,. 4 . 2 (BOTTOM) 7'-6' OR LESS - _2- __ T1 2' (BOTTOM) ' 6 R LESS +�s C, -12, � 112- 1 /2' 4- I 2 (00 ) 7 - ' 0 _ __� , - - I 1/1' 2 1 /d. N/A N/A 2 (20110M.� 7 S' TO 8' O' _____ ___ - - - - __ _ - - - /A _� I I. - 2 (8077OV) ,+550 -12 D, N/A _ ! I -, .... PArp_, - %- MI (.., - I __ ASD ,MC,,, I 01 IAA-Gw_ CAL,-. P.W�11: 11D.1 0 P-41KITE � �.� 10 DES" __. m� f & - .Aw_ ' -_ - ' � '"] P-ESSLMIK TO 'a To I to 'C TO ,'MZ_ C TO �c,� - C060.1, - .' ItAl- IF , 1, 'BETE 1COOM71: I .m CRETE 1 CO.CAME 111.11 'Ew. ,,, ot i BLOCK CONCer`E�CZLDC, 1CON" BLOCK WAEFE Ill %L,OCx Okc"; .L56e, or THIE. I - - I 1 6' N/A N� N/4 _ _ I' ; 4/A 1 6- ! N/A 6- N/A I & 2 (Top) - - - - - .550, -72.0 9- 7' Ei- � R- - - 9- , 9v 9- 1 9- , (gonom) 5'-0' OR ILSS . f 11 9 I ___ --- - - - - - ,55 a -77 0 61 � - 6* I N/A__ 6- � , I & 2 (TOP) - i - -T_ , - TO 7 . .- t S- ! , 6' 9' 17 112' 1 9' �: 9- : O' !I 9' "SOTTO', 115 - 0 _t. i f 6* i !/A - .5Su -720 f I I ��__ ", ! N/A _ I !� , 1/1 I 1, 2 - (TOP, I ,.-,- " ,,- 7-� -I I, __ 1 SIT 1 4- 1 9' 1 6 . I ._ , 6- T_1(8OTTOV)j' 1 i � F - ,, I f,i�4L]l --1.2_,_� '" fLQ9R__MWNT_CMEIK)t5 Al BQ'%'W III- _L_-Q._ - I1U2* __ Aso , . wa , M. . 5/5 - "o. - 0 AIKXQ I (� 6 r - � TO' 7 �J) APPLICABLE TO ,;ms'Drl�;�� IAPCON SECTIONS 0 & Mw.Um PANEL CALK -IN TAPC0,N CALA-IN -11Y COVEIINA"101 LENGTH -,- (It) 'D 'C To 1,914C I-- CONCRETE C.-NIN I CONCRETE QK_- 01 THEY , + -9.2 -615 3' I. 4 1/2- A 112' I (BOTTOM) 7*-5* 04 LESS __ - - .528 -66o 3' 3- ,,. 4 . 2 (BOTTOM) 7'-6' OR LESS - _2- __ T1 2' (BOTTOM) ' 6 R LESS +�s C, -12, � 112- 1 /2' 4- I 2 (00 ) 7 - ' 0 _ __� , - - I 1/1' 2 1 /d. N/A N/A 2 (20110M.� 7 S' TO 8' O' _____ ___ - - - - __ _ - - - /A _� I I. - 2 (8077OV) ,+550 -12 D, N/A _ ! I -, .... PArp_, - %- MI (.., - I f,i�4L]l --1.2_,_� '" fLQ9R__MWNT_CMEIK)t5 Al BQ'%'W III- _L_-Q._ - I1U2* __ Aso , . wa , M. . 5/5 - "o. - 0 AIKXQ I (� 6 r - � TO' 7 �J) APPLICABLE TO ,;ms'Drl�;�� IAPCON SECTIONS 0 & Mw.Um PANEL CALK -IN TAPC0,N CALA-IN -11Y COVEIINA"101 LENGTH -,- (It) 'D 'C To 1,914C I-- CONCRETE C.-NIN I CONCRETE QK_- 01 THEY , + -9.2 -615 3' I. 4 1/2- A 112' I (BOTTOM) 7*-5* 04 LESS __ - - .528 -66o 3' 3- ,,. 4 . 2 (BOTTOM) 7'-6' OR LESS - _2- __ T1 2' (BOTTOM) ' 6 R LESS +�s C, -12, � 112- 1 /2' 4- I 2 (00 ) 7 - ' 0 _ __� , - - I 1/1' 2 1 /d. N/A N/A 2 (20110M.� 7 S' TO 8' O' _____ ___ - - - - __ _ - - - /A _� I I. - 2 (8077OV) ,+550 -12 D, N/A _ ! I -, .... PArp_, - %- MI (.., - I -, .... PArp_, - %- MI (.., - I ! -t - . - Z_ SEE SHEET 15 POR ANCHORS ITYK & SPACWC MR WVALU A SPACINGS AND __ EDGE O'E"ANCE K`kE .4-n .. ,a scM OM 50qEMU REDUCE ANC,gA SPAONO Or iAiL YPIYwr N ON SCHEOUI BY I.( TOMING FARORS Me 7N6 THAN AT TIME O p ,IAN,M; po - 3 3 - 1- 3 2 ... ..-. � 'IN, . \tENS4F .. , . . , .. 3 ` No. 44167 t = : '. * - . =*� * : MAXIMUM A.S.D. DESIGN PRESSURE RATING (2.3.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS J')& 11 INSTALLATIONS INTO EXISTING CONCRETE dE CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANELS I k INSTALLATIONS AS PER SECTIONS I THRU 10. ON SHEETS 4. 5 & 6) - - worimuto moom wYcoo Poit CO. - 3 I/v - MU`_ . - - - __ - - I.-------- _-_ ______ , - ____ -_ -1 PAHELVATE VEMAI To I - -PANIX-M-ATT �u_s__ Soot) SET SECTIONS I � MAKIMUM PANE_ so DES" TAKo. 0 TAP-GW C"L"N - - ___ ____ - __ .--- __ ___ ___ __ APPLKjA1 To - PRESSURE --- _ -_ - i -_ -_ I - ___ -_ 7 --- - - - --t 1 To 'a ___ , LEN� `L* (n) TO To I TD RATING TO CONCRETE I CONCI'm 10 c�`IT71E CONCRETE i 10 CONCRETE( CONCRETE 110 CONCREIE ' CONCRETE To CONCKIT � C�� I To 'o-Cpm i �,Gf`l "N' ocia", -w. ; FILM. I 9LDCK I BIOCK ! 11� 1 mocK BLOCK � (-I) r . . 1 6' 1 N/A N/A N/A ! N/A j 6' I N/A � 6- 1 N/A I N/A � N/A . (lop) I ____ ____�__ _ � __!:_ _ - , . �---_ ____ -_ -_ ,- 6' ; 4 ' N/A I N/A 6" 6' 6' 6- I 6. i N/A - NIA 1 (BOTTOM) . ___ ___ , --- _--i- _ --- - ---- -- ___d -_ - -,--- - -_ �_ - -- - --' - - - ____ --- 6' i N/A I N/A N/A 6- N/A 1 6 . N/A N/A N/A 2 (TOP) . I - ____ ;_ _ I - _� - ____ - : N/A NIA : N/A - ___ � - N/A ': - � 1 -- - -- . - 6' .,� ___.,/A____i __ I' __ _I N/A _� N/A - N/A _ _ i (BOTTOM( - I --- i I 7 ,W5. -72,13 E' I N/A N/A I N/A I 6. N/A 6- 1 N/A I " � , N/A N/A N/A 3 & 4 (TUP) >7'-5' TO V-8' . .- - I - - - ____ I __ - - __ - - ___ - . __ - _�___ _ , --- - - - - . . I - OR LESS 6' ; 4- 'It, %/A 6' 6' i - 6' - _,_ - 6. - , , --- �e- - -- N/A I _ N/A 3 (1307-014) - _j __ , __ ._..__._.__._-�..-__. II ____ __ - --- - - e, I tj/A N/A I N/A 6* - - N/A I 6- � NIA [ 6- ___ _N/A I N/A � N/A 7 (lop) ___ ,� ___ __ , -1 _____ - ------ - ___ _1 __ _ 6- - 1- - __ !-- - - - - - __ --- I - I - - __ ____ --- 1 4' N/A N/A E . I 6' 6' 6' 1 N/A N/A I & 7 (BOTTOM) .--.------'i-. -.- --I----- ___- _ C - __1' - __ - -----.---- - N/A � N/A 12 1/2' I 6 1/4' 12 112- � 6 I/.- i 6 1/4" � 6 1 /1' 6 ;/4' � 6 I/.- t . . N/A N/A .5 (TCIP/6070M) 7 � +50.0. -53.3 N/A I N/A• I 6 I /.- T 6 - /.- 6 I/.' 6 1/4- N/A N/A 6 FLOP/BOTTOM) '.8'-8* TO 11'-2' . , , I1 +55906 -7200 N/A � N/A 6 1/4- ' N/A 6 I/-- � N/A I 6 I/-- �: 1E, 1/4' E /4_ ; 6 1/4- N/A � N/A 8 (TOP/BOTTOM) ,8'-E* TO Il'-2' 1 � I N/A ! NIA NIA N/A I N/A 1 NIA I N/ : NIA , v. . 1 1/4- 6 '/I- 6 I/.- B. 9. !D (TOP) � __ - - - - - __ __ _ _ _ _ __ - ----- � ____ ___ __ -------- _ I-__- - _. _ - - --- --- . -t - . I L _' . . 143,8, -48 Q 6* � 4 N/A L N/A N ILA � N/A I N/A 6 6 A- 6 ,/4- a (Borom) - _ _ _, _ _L__ � 1 4 -'� -"�' ----- --- ------ 12'-4" OR LESS _____ ___ - _____+ N/1 __ I ___ . � - - - __ � - _____ . . OR LESS ____ I— - - - i . E. 6 I/C 6' 1 4 N/A N N/A N/A 11 - I . . _. ___ _ /A __ _ _t_ I N/A I - --6*- 6 ,/4' 9 (BOTTOM) --I- - __ - - I - t __i_�_ � '_ - __ - I --j N/A ,/4. - + - - , . . N/A j N/A I N/A N/A j N/A I N/A ! N/A . 6 1/1 1 6 1/4 6 1/. 10 (BOTTOM) I I SEL SHEETS 10. I I AND 12 FOR ANCHORS � & SPACING FOR INSIAU,LTIONS INTO WOW FRAME OL"ING .HIw. ANC Sp#ZP45 AND YjNRA%� I= �Ma ARE NDIcATED ON THIS SCH]MUL! FOR ED LESS THAN M&IOATED ON SCNIEDVUE REDUCE ANCHOR SW.� W � M4,11Ic SPACING SHOWI, ON SCIEELjE � II.E roILDIONG FACT MR �S OPERATION TO K PMSU. REDUCED SPACING OBTAINED USING ,'4Cr>I SILL AIM BE LESS It- WHIMLY SPACING INDICATED FOR �r! ANCHOR TYPE AT ANC�ORS LEGEND ANCHIM TIM , /.,. Ile. I/... 1/4" ,/1'. I/ '. IAPOOR a w-ow ml=A�Xnv ""'U'"" IAUK 20UD_w _____ -----,-.----- " - 'b" ..K.O. W.O. atle) 3 3 1 3 2 In I - - - - *I- - ______ I - , __ ----;---.--- , - I , - I __ - - - - - -,----- ___ - __ 11. -I c�RP,,%, 1IRM* (-) 3 J. 3 In 3 ,/2 ApIM EL WK - IT A C I 0 A - I " - - __ :_ - - . __ - - __ - - , - - - �' I- . I 00 w - ___ I TO w - - --I. - - I 11 - I DO - - - [ , 1 1 'n' - _-, . _� , I- , I "'I" " X-,0�:.��Q,*;+% .,. . .. 'r. , .1 * -`-,\� ENse T!!FS , III, No. 44167 . It i * - :*z .�-. STITEd�1'7�_-- ,--- - . . - , ,O,�-, A4 - .-*- 4 / � ,.- loll.. - - . __2�7_ ... .. .. .. " - .. N ... , .. I 10111,; L E0, I - I.-- E SZ;�SOWIWITAn I FLORIDA BUILDING CODE (High Velocity Hurricane Zone ' 1Mx "I"YOG, - ! 20 GAGE GALVANIZED STEEL STORM PANEL � - � eT . - j 0,/x/= - ' \ GLOBAL PROTECTION PRODUCTS, LLCJ ., 11LIEC0.1111C I MILKI •- 51 1T`IEF` r- ---fw 1 20-176 " .6 . E_��g � �Mf. 11 �I� =_ *XtZ,t-(w-_-^ .1. ..,K, (W)M-1� I- ")IMR1 ; L-) - C`_,, 1. _:� N. , -F = - - - *ALTILF I Ittuff I F.E. !-E - 1 : . . - . - I - 9 v " - - I-., . I , F: �7� INSTALLATION DETAILS FOR REGULAR PANELSJ� & �jA INTO EXISTING WOOD STRUCTURES , I I I � - 1 7 1 I : - I 'r 11 F_ -__.-___-I I . 114-10 PANELWTIE PLUS I � I f!4-IG PAN MATE PLUS I 1 #14-10 PANFLMATE PLUS * 6 1 /4, a c W/ 1 7/8' � a 6 1 /.' a c ./ WEADED PENETRATION TO I TH& 1 /.' O.G.a C */ I ,," a - i i 1/1' - -I __ _� READCO PENETRATION TO WOOD IIEADEP 1 - - T__ _� -.11m, KNE,.. TO _T__ __ LXISING WOOD HEADED. �__ - EXISTING WCOD HEADER REOUIREt EyTSrK WOOD HEADER II i I i ! I 1 I I ; i __ ___ - - ! I 1 . . I - I I - - I . IiLl *1 ; ",,/v 1 ,/.--3/� v1r1-vn* � i <" - � I 11 I ,IPK, W. . � __0 ! - I _T_ MMKIAT"I, T t - � ,!,NW, su . i I , � - 0 I E7 S`Lc . I WOOD4E � . I/` - ; , .1 � ,- CADER +. i 2' I 7. , � . I � .. I I RE". Min. Ill �,I�E.D _q I i I I , REGUI , Q ' - I . I lk,, I I . , � I I - , , . I - - I -, � i J LLi-al- LLFA LL_'� - � WE �� ON I IT: 411 -1 �._ . I T`E`ICD.U[ - i . "- vHEE, a ; � SH,UT A . : - MAMA - ; Fa� - SEMIXTION : . - SeFF" e ARA_ 1 10 Q�" I . : I 10 .A!I& � ! 1. � I : W. PANEL417WH ... PANEL ,� I I, M PANEI Lzwl"� 1 ,/.*.-- I I/,'.- -` - i, ; tSFF NOTE 1) I/.,-' s. I .. � ; !SEE NnTE ') � . � !/ " I - ./ 'Ir. . I .1 ./ I/- . I 1 31M _"�' � 3/32' � W )w I I �. - -I III. I "', , " 0 , � ,/.- - - I . 6`0r, t .- i - - . : . - �. i I il. ; ; I I I . I I I : I I : I I ; I . i "" � i i SOR I ; I I I '50 . ; 0( %, . : OF 'L' I I I 'L' I i - ; - t � ;_ f. t - I - i " - I I I I A i '2] I ,- A - - I �,u i I V- I ; [114 � 1 , , 7F� - I '�_ - 1�1, � 1 - : !,1.-13,- " , , .mot' � 1=,1 I ,` I I - _ _;i - 0 - v". . 3*1m, __� - E0.. - I , �� - __1 , 4 �, I I - oc . . I mr, �Uf J I 0 t2 '/? - '"', * �p I I 1, '/' - 4 " r - . to 1 12 7, 2' OX I I i A - � ,q -.I" : A - - I : ; I __ __ I E,Q I , ��L -1 I I El. I _ -.- - . . To I I � I � I _ � ._______, I . 4 ___:!�n . I I SCREWS I - _1E - �,____I_ I . I .. L� SCRE - I 6 '. o C ./I 1/2' 2'.4' *000 PLATE i rw wwo P,An ! 2'.4 WOO P�M MIN rHREADED I - ._I , Nfol, _! - � � REQUIRED 1_ 114-0 FMEL PLUS . REQ."-ED � RED 0 . i PE�EIIRATI AT � I - 4 6 ,/A- DCT/ 1/8 i I i �111 MIOWHYTH V PLATE THREADED PENETRATION 4 I W 1�4-11 LAG SCREWS 6 t 7111", I j WI OF PLATE i . i* * i . 0 C, STAGGERED *; i ! I i [ =o , 12- ." , , I PENCEI.. I DIRECT MOUNTING INSTALLATION I AT MIDWKYTH OF PLATE -1 ALTERNATIVE AW DIRECT MOUNT I WALL MOUNTING INSTALLATION DIRECT MOUNT I WALL A903INg INSTALLATION A ALTERNATIVE scmr 3/a-1. ALTERNATIVE SW SCALE 3/A- I - SCALE 3/5-,* NOTES: 1. ,NSIALLA'iDN FOR ALTERNATIVES 9W. 9W & IOW ONLY VALID FOR ... 111flool", BUILDINGS WITH A_S,O DESIGN LOADS UP It) .43.8. -48.0 PIIJ. AND T• PANELS LENGTH UP To 12'-4 �..!�!/,,,,114t;, 2. FOR NEW WOOD FRAME CONSTRUCTION WOOD MEMBERS TO BE SOUTHERN -- , 1- 0 E N S,r' .T',, -PINE NO. 2, W/_ SPECIr:C DENSITY OF 55 OR EQUALL� .46�1`1'��", " .. ,, FLORIDA BUILDING CODE (High Velocity Hurricane Zone) - - 1.11 z -' No. 416 '. % ,� evnw. .. 11 = 2 : * = 1 20 GAGE GALVANIZED STEEL STORY PANEL = . : I � B. 7 z *: TE I _ - _ I ,,:E-.f=,.w-rNQGE=CANBE - '... I - _�' - -- -- � (GLOBAL PROTECTION PRODUCTS, LLC-i ""�n' 'R , , WAY $ Pilo ..j ' ' � � S. 51 COMBINED IN ANY TO Ur ANY . � ST TE _A�_ , \ 0 , , " � .. " ;v__/,,_, �-_ IMME I ". INSTALLATION I S, �0" � , � 11LIECOomic", ,�� 11•11 IF _.. - .. - MR. __ � .,.I 'How (��, -5- 10 ,�)410, .10, 11"fSS11 N--4�o,V = - I-)- - _". "'(11"t"'wori �_W.E/�n- � PDPI", � I ,E. A Tup ., - � � - I. - 2_6 ...... - I I INSTALLATION DETAILS FOR OPTION # I FOR LIFE SAFETY STORM PANEL SYSTEM . . 4, .. ° ° ., . . ! 1 1/2 - YHREAMPF..[T%A� INTO EXISTING WOOD STRUCTURES : I TO Mv� WOOD, �m f I __ , � i 1 4= AkATINItI-1 = ki � I I I � ! I I � ==F�.. _j i � 1� I 1 I . i I - - - ; I j I . , I_ .�� I i I . , - . ! �"___ 2 to: I I I � E 1 1 � 0 � . i ,4.- -- -- _4 � D. 1 , oi I ' 1;� K E ' - � �� to', � __ I i I I I. I I - 1 I. G! 11 EO' I ; - I I I- - RODD _____ - REDURIIIII, I 1 t I � I � � I I 1� I � ! ! i � I I � � __ -.-.-, ____ � --.%, - - � � .E,�. ; =�:_,v---,- Ka��. - HEADER, ;g'.,ISr . 1 14 * �_ i Y, ; d . 'e, I' I MD ` I , . - z ALTERNATIVE I ALTERNATIVE 2 , . 4i " - , � NITS) (SEE -1 -;J L, : S. " -) 11"O 7 I .I, , . Te", i IT . � It � , e , �� =Uz! t I � _ i ! � I I � I .,a. - .1 � I--- -1, . I 1 7 1 stpotA 1 . I ,PJ7-- . To � I 1 i I I- - ------ -,-, . t----- __; . . Ec, I Er, � 11 11 , I I -wimmiW t � T I Q . -, -- " : OR : I to! t I I � I I 'D - I ' � � ------- I - 1 ; I __ --- - I - , I,- , I . I I . - . 401111mmism i .= �, i *, 1 71, � � I � i I I Rfovwtu - F -i � � . . I i I ! 1 --- � � ' _�_� a �- 41 wal"Ret I - i I ; , � . I I 8 - ALTERNATIVE 4 L I ' I. j 4EQU� I 'Iv. , - SCREWS 0 .. oc, */ , I/?. MM..Rf"D mw TON OR i I I I r4, D.4/8' U� 21M% BUOPII� */ 1- ;/•,�.r Ss .4 . v OC " /."-" PACLMXTE ,ERA,E 0 OP ALTERNATIVE WOOD FRAME CONDITIONS & ANCHOR LOCATION PANELINITE PLUS 6 6' O�C - IT , C;% I 112' 10 ICAUL 3/1' T.W.'PID PENS 0 WOOD LATE .If ","fR FA-1 � - IaR C,AR,r, ,,1110-."11' WALL MOUNTING INSTALLATION t/N ....... . . . . ALTERNATIVE 1W j: ... SCALE 3/8' - I' ig, . 1. z : FLORIDA BUILDING CODE (High Velocity Hurricane Zone) z : NO. ,----- I = .". ,, - hQILL F III, �. __720 GAGE GAL' 7 NSTNLATIONS ARE ONL V40 MR B-D&GS � AS D. D�01 _�S L,R TO - �, ... ST E 0 - AY zt� . - . , V/n/� 15� 5, -72 0 pe AND PAKU'S LfNG- UP TO a -8' , -1�,. .ct � R% -, - - " !GLOBAL PROTECTION PRODUCTS. LLC. o," I I • f�(;).F�,�, , "' I i��-.. ,A T. -l' , _- -"r � , I � - 5. Smw � 2 �w . �/ SPECKC D[�� Or QS5 OR EQUAL= '11111"f8s I - . .., I, . . I - 0OR NEW WOO FRAME CONSTRUCTIOW WOOD MJOWKRS 10 BE S.,.IER, , , • 11LIECO 101c. \1 2 'I , "" ... �Ij . 0000"' ..,v,n`TM O" I -11 . - I - (-I." 'a"z"f.- V - i.-j-6. - 4-m.._ 20-176 I 1 ir _,. 1 - -L SLAL/�_,/DATE ...m I.- ��.� 1.1. � r In, � 'T. P", � I _11-0 Q) Q) = U) -00 a) 4-i 0 > r- 0 L_ L_ _0 a) CL = 0 a) 0_ 0 L_ C: cu -0 a- - - -1-0 a) (1) 0) 0 _Cn -L-f Q -0 -0 - = 2 0 -= ,a) 0 0�. C -2 5: = = 0 LL CIO 0 Cn 0 > - . (n cu OR - C -6-0 � -0 . - U) < I (D (D 12 -#--a U) 11 I 0 L_ 0- U) 0_ < -6-0 0 (1) =3 C- -0 0 m L_ CL 0 (1) m cf) L. ICU L. m =3 LU 71E < a m < _j a - I . SHEET NO. SH 1.1 ... ..-. � 'IN, . \tENS4F .. , . . , .. 3 ` No. 44167 t = : '. * - . =*� * : MAXIMUM A.S.D. DESIGN PRESSURE RATING (2.3.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS J')& 11 INSTALLATIONS INTO EXISTING CONCRETE dE CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANELS I k INSTALLATIONS AS PER SECTIONS I THRU 10. ON SHEETS 4. 5 & 6) - - worimuto moom wYcoo Poit CO. - 3 I/v - MU`_ . - - - __ - - I.-------- _-_ ______ , - ____ -_ -1 PAHELVATE VEMAI To I - -PANIX-M-ATT �u_s__ Soot) SET SECTIONS I � MAKIMUM PANE_ so DES" TAKo. 0 TAP-GW C"L"N - - ___ ____ - __ .--- __ ___ ___ __ APPLKjA1 To - PRESSURE --- _ -_ - i -_ -_ I - ___ -_ 7 --- - - - --t 1 To 'a ___ , LEN� `L* (n) TO To I TD RATING TO CONCRETE I CONCI'm 10 c�`IT71E CONCRETE i 10 CONCRETE( CONCRETE 110 CONCREIE ' CONCRETE To CONCKIT � C�� I To 'o-Cpm i �,Gf`l "N' ocia", -w. ; FILM. I 9LDCK I BIOCK ! 11� 1 mocK BLOCK � (-I) r . . 1 6' 1 N/A N/A N/A ! N/A j 6' I N/A � 6- 1 N/A I N/A � N/A . (lop) I ____ ____�__ _ � __!:_ _ - , . �---_ ____ -_ -_ ,- 6' ; 4 ' N/A I N/A 6" 6' 6' 6- I 6. i N/A - NIA 1 (BOTTOM) . ___ ___ , --- _--i- _ --- - ---- -- ___d -_ - -,--- - -_ �_ - -- - --' - - - ____ --- 6' i N/A I N/A N/A 6- N/A 1 6 . N/A N/A N/A 2 (TOP) . I - ____ ;_ _ I - _� - ____ - : N/A NIA : N/A - ___ � - N/A ': - � 1 -- - -- . - 6' .,� ___.,/A____i __ I' __ _I N/A _� N/A - N/A _ _ i (BOTTOM( - I --- i I 7 ,W5. -72,13 E' I N/A N/A I N/A I 6. N/A 6- 1 N/A I " � , N/A N/A N/A 3 & 4 (TUP) >7'-5' TO V-8' . .- - I - - - ____ I __ - - __ - - ___ - . __ - _�___ _ , --- - - - - . . I - OR LESS 6' ; 4- 'It, %/A 6' 6' i - 6' - _,_ - 6. - , , --- �e- - -- N/A I _ N/A 3 (1307-014) - _j __ , __ ._..__._.__._-�..-__. II ____ __ - --- - - e, I tj/A N/A I N/A 6* - - N/A I 6- � NIA [ 6- ___ _N/A I N/A � N/A 7 (lop) ___ ,� ___ __ , -1 _____ - ------ - ___ _1 __ _ 6- - 1- - __ !-- - - - - - __ --- I - I - - __ ____ --- 1 4' N/A N/A E . I 6' 6' 6' 1 N/A N/A I & 7 (BOTTOM) .--.------'i-. -.- --I----- ___- _ C - __1' - __ - -----.---- - N/A � N/A 12 1/2' I 6 1/4' 12 112- � 6 I/.- i 6 1/4" � 6 1 /1' 6 ;/4' � 6 I/.- t . . N/A N/A .5 (TCIP/6070M) 7 � +50.0. -53.3 N/A I N/A• I 6 I /.- T 6 - /.- 6 I/.' 6 1/4- N/A N/A 6 FLOP/BOTTOM) '.8'-8* TO 11'-2' . , , I1 +55906 -7200 N/A � N/A 6 1/4- ' N/A 6 I/-- � N/A I 6 I/-- �: 1E, 1/4' E /4_ ; 6 1/4- N/A � N/A 8 (TOP/BOTTOM) ,8'-E* TO Il'-2' 1 � I N/A ! NIA NIA N/A I N/A 1 NIA I N/ : NIA , v. . 1 1/4- 6 '/I- 6 I/.- B. 9. !D (TOP) � __ - - - - - __ __ _ _ _ _ __ - ----- � ____ ___ __ -------- _ I-__- - _. _ - - --- --- . -t - . I L _' . . 143,8, -48 Q 6* � 4 N/A L N/A N ILA � N/A I N/A 6 6 A- 6 ,/4- a (Borom) - _ _ _, _ _L__ � 1 4 -'� -"�' ----- --- ------ 12'-4" OR LESS _____ ___ - _____+ N/1 __ I ___ . � - - - __ � - _____ . . OR LESS ____ I— - - - i . E. 6 I/C 6' 1 4 N/A N N/A N/A 11 - I . . _. ___ _ /A __ _ _t_ I N/A I - --6*- 6 ,/4' 9 (BOTTOM) --I- - __ - - I - t __i_�_ � '_ - __ - I --j N/A ,/4. - + - - , . . N/A j N/A I N/A N/A j N/A I N/A ! N/A . 6 1/1 1 6 1/4 6 1/. 10 (BOTTOM) I I SEL SHEETS 10. I I AND 12 FOR ANCHORS � & SPACING FOR INSIAU,LTIONS INTO WOW FRAME OL"ING .HIw. ANC Sp#ZP45 AND YjNRA%� I= �Ma ARE NDIcATED ON THIS SCH]MUL! FOR ED LESS THAN M&IOATED ON SCNIEDVUE REDUCE ANCHOR SW.� W � M4,11Ic SPACING SHOWI, ON SCIEELjE � II.E roILDIONG FACT MR �S OPERATION TO K PMSU. REDUCED SPACING OBTAINED USING ,'4Cr>I SILL AIM BE LESS It- WHIMLY SPACING INDICATED FOR �r! ANCHOR TYPE AT ANC�ORS LEGEND ANCHIM TIM , /.,. Ile. I/... 1/4" ,/1'. I/ '. IAPOOR a w-ow ml=A�Xnv ""'U'"" IAUK 20UD_w _____ -----,-.----- " - 'b" ..K.O. W.O. atle) 3 3 1 3 2 In I - - - - *I- - ______ I - , __ ----;---.--- , - I , - I __ - - - - - -,----- ___ - __ 11. -I c�RP,,%, 1IRM* (-) 3 J. 3 In 3 ,/2 ApIM EL WK - IT A C I 0 A - I " - - __ :_ - - . __ - - __ - - , - - - �' I- . I 00 w - ___ I TO w - - --I. - - I 11 - I DO - - - [ , 1 1 'n' - _-, . _� , I- , I "'I" " X-,0�:.��Q,*;+% .,. . .. 'r. , .1 * -`-,\� ENse T!!FS , III, No. 44167 . It i * - :*z .�-. STITEd�1'7�_-- ,--- - . . - , ,O,�-, A4 - .-*- 4 / � ,.- loll.. - - . __2�7_ ... .. .. .. " - .. N ... , .. I 10111,; L E0, I - I.-- E SZ;�SOWIWITAn I FLORIDA BUILDING CODE (High Velocity Hurricane Zone ' 1Mx "I"YOG, - ! 20 GAGE GALVANIZED STEEL STORM PANEL � - � eT . - j 0,/x/= - ' \ GLOBAL PROTECTION PRODUCTS, LLCJ ., 11LIEC0.1111C I MILKI •- 51 1T`IEF` r- ---fw 1 20-176 " .6 . E_��g � �Mf. 11 �I� =_ *XtZ,t-(w-_-^ .1. ..,K, (W)M-1� I- ")IMR1 ; L-) - C`_,, 1. _:� N. , -F = - - - *ALTILF I Ittuff I F.E. !-E - 1 : . . - . - I - 9 v " - - I-., . I , F: �7� INSTALLATION DETAILS FOR REGULAR PANELSJ� & �jA INTO EXISTING WOOD STRUCTURES , I I I � - 1 7 1 I : - I 'r 11 F_ -__.-___-I I . 114-10 PANELWTIE PLUS I � I f!4-IG PAN MATE PLUS I 1 #14-10 PANFLMATE PLUS * 6 1 /4, a c W/ 1 7/8' � a 6 1 /.' a c ./ WEADED PENETRATION TO I TH& 1 /.' O.G.a C */ I ,," a - i i 1/1' - -I __ _� READCO PENETRATION TO WOOD IIEADEP 1 - - T__ _� -.11m, KNE,.. TO _T__ __ LXISING WOOD HEADED. �__ - EXISTING WCOD HEADER REOUIREt EyTSrK WOOD HEADER II i I i ! I 1 I I ; i __ ___ - - ! I 1 . . I - I I - - I . IiLl *1 ; ",,/v 1 ,/.--3/� v1r1-vn* � i <" - � I 11 I ,IPK, W. . � __0 ! - I _T_ MMKIAT"I, T t - � ,!,NW, su . i I , � - 0 I E7 S`Lc . I WOOD4E � . I/` - ; , .1 � ,- CADER +. i 2' I 7. , � . I � .. I I RE". Min. Ill �,I�E.D _q I i I I , REGUI , Q ' - I . I lk,, I I . , � I I - , , . I - - I -, � i J LLi-al- LLFA LL_'� - � WE �� ON I IT: 411 -1 �._ . I T`E`ICD.U[ - i . "- vHEE, a ; � SH,UT A . : - MAMA - ; Fa� - SEMIXTION : . - SeFF" e ARA_ 1 10 Q�" I . : I 10 .A!I& � ! 1. � I : W. PANEL417WH ... PANEL ,� I I, M PANEI Lzwl"� 1 ,/.*.-- I I/,'.- -` - i, ; tSFF NOTE 1) I/.,-' s. I .. � ; !SEE NnTE ') � . � !/ " I - ./ 'Ir. . I .1 ./ I/- . I 1 31M _"�' � 3/32' � W )w I I �. - -I III. I "', , " 0 , � ,/.- - - I . 6`0r, t .- i - - . : . - �. i I il. ; ; I I I . I I I : I I : I I ; I . i "" � i i SOR I ; I I I '50 . ; 0( %, . : OF 'L' I I I 'L' I i - ; - t � ;_ f. t - I - i " - I I I I A i '2] I ,- A - - I �,u i I V- I ; [114 � 1 , , 7F� - I '�_ - 1�1, � 1 - : !,1.-13,- " , , .mot' � 1=,1 I ,` I I - _ _;i - 0 - v". . 3*1m, __� - E0.. - I , �� - __1 , 4 �, I I - oc . . I mr, �Uf J I 0 t2 '/? - '"', * �p I I 1, '/' - 4 " r - . to 1 12 7, 2' OX I I i A - � ,q -.I" : A - - I : ; I __ __ I E,Q I , ��L -1 I I El. I _ -.- - . . To I I � I � I _ � ._______, I . 4 ___:!�n . I I SCREWS I - _1E - �,____I_ I . I .. L� SCRE - I 6 '. o C ./I 1/2' 2'.4' *000 PLATE i rw wwo P,An ! 2'.4 WOO P�M MIN rHREADED I - ._I , Nfol, _! - � � REQUIRED 1_ 114-0 FMEL PLUS . REQ."-ED � RED 0 . i PE�EIIRATI AT � I - 4 6 ,/A- DCT/ 1/8 i I i �111 MIOWHYTH V PLATE THREADED PENETRATION 4 I W 1�4-11 LAG SCREWS 6 t 7111", I j WI OF PLATE i . i* * i . 0 C, STAGGERED *; i ! I i [ =o , 12- ." , , I PENCEI.. I DIRECT MOUNTING INSTALLATION I AT MIDWKYTH OF PLATE -1 ALTERNATIVE AW DIRECT MOUNT I WALL MOUNTING INSTALLATION DIRECT MOUNT I WALL A903INg INSTALLATION A ALTERNATIVE scmr 3/a-1. ALTERNATIVE SW SCALE 3/A- I - SCALE 3/5-,* NOTES: 1. ,NSIALLA'iDN FOR ALTERNATIVES 9W. 9W & IOW ONLY VALID FOR ... 111flool", BUILDINGS WITH A_S,O DESIGN LOADS UP It) .43.8. -48.0 PIIJ. AND T• PANELS LENGTH UP To 12'-4 �..!�!/,,,,114t;, 2. FOR NEW WOOD FRAME CONSTRUCTION WOOD MEMBERS TO BE SOUTHERN -- , 1- 0 E N S,r' .T',, -PINE NO. 2, W/_ SPECIr:C DENSITY OF 55 OR EQUALL� .46�1`1'��", " .. ,, FLORIDA BUILDING CODE (High Velocity Hurricane Zone) - - 1.11 z -' No. 416 '. % ,� evnw. .. 11 = 2 : * = 1 20 GAGE GALVANIZED STEEL STORY PANEL = . : I � B. 7 z *: TE I _ - _ I ,,:E-.f=,.w-rNQGE=CANBE - '... I - _�' - -- -- � (GLOBAL PROTECTION PRODUCTS, LLC-i ""�n' 'R , , WAY $ Pilo ..j ' ' � � S. 51 COMBINED IN ANY TO Ur ANY . � ST TE _A�_ , \ 0 , , " � .. " ;v__/,,_, �-_ IMME I ". INSTALLATION I S, �0" � , � 11LIECOomic", ,�� 11•11 IF _.. - .. - MR. __ � .,.I 'How (��, -5- 10 ,�)410, .10, 11"fSS11 N--4�o,V = - I-)- - _". "'(11"t"'wori �_W.E/�n- � PDPI", � I ,E. A Tup ., - � � - I. - 2_6 ...... - I I INSTALLATION DETAILS FOR OPTION # I FOR LIFE SAFETY STORM PANEL SYSTEM . . 4, .. ° ° ., . . ! 1 1/2 - YHREAMPF..[T%A� INTO EXISTING WOOD STRUCTURES : I TO Mv� WOOD, �m f I __ , � i 1 4= AkATINItI-1 = ki � I I I � ! I I � ==F�.. _j i � 1� I 1 I . i I - - - ; I j I . , I_ .�� I i I . , - . ! �"___ 2 to: I I I � E 1 1 � 0 � . i ,4.- -- -- _4 � D. 1 , oi I ' 1;� K E ' - � �� to', � __ I i I I I. I I - 1 I. G! 11 EO' I ; - I I I- - RODD _____ - REDURIIIII, I 1 t I � I � � I I 1� I � ! ! i � I I � � __ -.-.-, ____ � --.%, - - � � .E,�. ; =�:_,v---,- Ka��. - HEADER, ;g'.,ISr . 1 14 * �_ i Y, ; d . 'e, I' I MD ` I , . - z ALTERNATIVE I ALTERNATIVE 2 , . 4i " - , � NITS) (SEE -1 -;J L, : S. " -) 11"O 7 I .I, , . Te", i IT . � It � , e , �� =Uz! t I � _ i ! � I I � I .,a. - .1 � I--- -1, . I 1 7 1 stpotA 1 . I ,PJ7-- . To � I 1 i I I- - ------ -,-, . t----- __; . . Ec, I Er, � 11 11 , I I -wimmiW t � T I Q . -, -- " : OR : I to! t I I � I I 'D - I ' � � ------- I - 1 ; I __ --- - I - , I,- , I . I I . - . 401111mmism i .= �, i *, 1 71, � � I � i I I Rfovwtu - F -i � � . . I i I ! 1 --- � � ' _�_� a �- 41 wal"Ret I - i I ; , � . I I 8 - ALTERNATIVE 4 L I ' I. j 4EQU� I 'Iv. , - SCREWS 0 .. oc, */ , I/?. MM..Rf"D mw TON OR i I I I r4, D.4/8' U� 21M% BUOPII� */ 1- ;/•,�.r Ss .4 . v OC " /."-" PACLMXTE ,ERA,E 0 OP ALTERNATIVE WOOD FRAME CONDITIONS & ANCHOR LOCATION PANELINITE PLUS 6 6' O�C - IT , C;% I 112' 10 ICAUL 3/1' T.W.'PID PENS 0 WOOD LATE .If ","fR FA-1 � - IaR C,AR,r, ,,1110-."11' WALL MOUNTING INSTALLATION t/N ....... . . . . ALTERNATIVE 1W j: ... SCALE 3/8' - I' ig, . 1. z : FLORIDA BUILDING CODE (High Velocity Hurricane Zone) z : NO. ,----- I = .". ,, - hQILL F III, �. __720 GAGE GAL' 7 NSTNLATIONS ARE ONL V40 MR B-D&GS � AS D. D�01 _�S L,R TO - �, ... ST E 0 - AY zt� . - . , V/n/� 15� 5, -72 0 pe AND PAKU'S LfNG- UP TO a -8' , -1�,. .ct � R% -, - - " !GLOBAL PROTECTION PRODUCTS. LLC. o," I I • f�(;).F�,�, , "' I i��-.. ,A T. -l' , _- -"r � , I � - 5. Smw � 2 �w . �/ SPECKC D[�� Or QS5 OR EQUAL= '11111"f8s I - . .., I, . . I - 0OR NEW WOO FRAME CONSTRUCTIOW WOOD MJOWKRS 10 BE S.,.IER, , , • 11LIECO 101c. \1 2 'I , "" ... �Ij . 0000"' ..,v,n`TM O" I -11 . - I - (-I." 'a"z"f.- V - i.-j-6. - 4-m.._ 20-176 I 1 ir _,. 1 - -L SLAL/�_,/DATE ...m I.- ��.� 1.1. � r In, � 'T. P", � I _11-0 Q) Q) = U) -00 a) 4-i 0 > r- 0 L_ L_ _0 a) CL = 0 a) 0_ 0 L_ C: cu -0 a- - - -1-0 a) (1) 0) 0 _Cn -L-f Q -0 -0 - = 2 0 -= ,a) 0 0�. C -2 5: = = 0 LL CIO 0 Cn 0 > - . (n cu OR - C -6-0 � -0 . - U) < I (D (D 12 -#--a U) 11 I 0 L_ 0- U) 0_ < -6-0 0 (1) =3 C- -0 0 m L_ CL 0 (1) m cf) L. ICU L. m =3 LU 71E < a m < _j a - I . SHEET NO. SH 1.1 SEL SHEETS 10. I I AND 12 FOR ANCHORS � & SPACING FOR INSIAU,LTIONS INTO WOW FRAME OL"ING .HIw. ANC Sp#ZP45 AND YjNRA%� I= �Ma ARE NDIcATED ON THIS SCH]MUL! FOR ED LESS THAN M&IOATED ON SCNIEDVUE REDUCE ANCHOR SW.� W � M4,11Ic SPACING SHOWI, ON SCIEELjE � II.E roILDIONG FACT MR �S OPERATION TO K PMSU. REDUCED SPACING OBTAINED USING ,'4Cr>I SILL AIM BE LESS It- WHIMLY SPACING INDICATED FOR �r! ANCHOR TYPE AT ANC�ORS LEGEND ANCHIM TIM , /.,. Ile. I/... 1/4" ,/1'. I/ '. IAPOOR a w-ow ml=A�Xnv ""'U'"" IAUK 20UD_w _____ -----,-.----- " - 'b" ..K.O. W.O. atle) 3 3 1 3 2 In I - - - - *I- - ______ I - , __ ----;---.--- , - I , - I __ - - - - - -,----- ___ - __ 11. -I c�RP,,%, 1IRM* (-) 3 J. 3 In 3 ,/2 ApIM EL WK - IT A C I 0 A - I " - - __ :_ - - . __ - - __ - - , - - - �' I- . I 00 w - ___ I TO w - - --I. - - I 11 - I DO - - - [ , 1 1 'n' - _-, . _� , I- , I "'I" " X-,0�:.��Q,*;+% .,. . .. 'r. , .1 * -`-,\� ENse T!!FS , III, No. 44167 . It i * - :*z .�-. STITEd�1'7�_-- ,--- - . . - , ,O,�-, A4 - .-*- 4 / � ,.- loll.. - - . __2�7_ ... .. .. .. " - .. N ... , .. I 10111,; L E0, I - I.-- E SZ;�SOWIWITAn I FLORIDA BUILDING CODE (High Velocity Hurricane Zone ' 1Mx "I"YOG, - ! 20 GAGE GALVANIZED STEEL STORM PANEL � - � eT . - j 0,/x/= - ' \ GLOBAL PROTECTION PRODUCTS, LLCJ ., 11LIEC0.1111C I MILKI •- 51 1T`IEF` r- ---fw 1 20-176 " .6 . E_��g � �Mf. 11 �I� =_ *XtZ,t-(w-_-^ .1. ..,K, (W)M-1� I- ")IMR1 ; L-) - C`_,, 1. _:� N. , -F = - - - *ALTILF I Ittuff I F.E. !-E - 1 : . . - . - I - 9 v " - - I-., . I , F: �7� INSTALLATION DETAILS FOR REGULAR PANELSJ� & �jA INTO EXISTING WOOD STRUCTURES , I I I � - 1 7 1 I : - I 'r 11 F_ -__.-___-I I . 114-10 PANELWTIE PLUS I � I f!4-IG PAN MATE PLUS I 1 #14-10 PANFLMATE PLUS * 6 1 /4, a c W/ 1 7/8' � a 6 1 /.' a c ./ WEADED PENETRATION TO I TH& 1 /.' O.G.a C */ I ,," a - i i 1/1' - -I __ _� READCO PENETRATION TO WOOD IIEADEP 1 - - T__ _� -.11m, KNE,.. TO _T__ __ LXISING WOOD HEADED. �__ - EXISTING WCOD HEADER REOUIREt EyTSrK WOOD HEADER II i I i ! I 1 I I ; i __ ___ - - ! I 1 . . I - I I - - I . IiLl *1 ; ",,/v 1 ,/.--3/� v1r1-vn* � i <" - � I 11 I ,IPK, W. . � __0 ! - I _T_ MMKIAT"I, T t - � ,!,NW, su . i I , � - 0 I E7 S`Lc . I WOOD4E � . I/` - ; , .1 � ,- CADER +. i 2' I 7. , � . I � .. I I RE". Min. Ill �,I�E.D _q I i I I , REGUI , Q ' - I . I lk,, I I . , � I I - , , . I - - I -, � i J LLi-al- LLFA LL_'� - � WE �� ON I IT: 411 -1 �._ . I T`E`ICD.U[ - i . "- vHEE, a ; � SH,UT A . : - MAMA - ; Fa� - SEMIXTION : . - SeFF" e ARA_ 1 10 Q�" I . : I 10 .A!I& � ! 1. � I : W. PANEL417WH ... PANEL ,� I I, M PANEI Lzwl"� 1 ,/.*.-- I I/,'.- -` - i, ; tSFF NOTE 1) I/.,-' s. I .. � ; !SEE NnTE ') � . � !/ " I - ./ 'Ir. . I .1 ./ I/- . I 1 31M _"�' � 3/32' � W )w I I �. - -I III. I "', , " 0 , � ,/.- - - I . 6`0r, t .- i - - . : . - �. i I il. ; ; I I I . I I I : I I : I I ; I . i "" � i i SOR I ; I I I '50 . ; 0( %, . : OF 'L' I I I 'L' I i - ; - t � ;_ f. t - I - i " - I I I I A i '2] I ,- A - - I �,u i I V- I ; [114 � 1 , , 7F� - I '�_ - 1�1, � 1 - : !,1.-13,- " , , .mot' � 1=,1 I ,` I I - _ _;i - 0 - v". . 3*1m, __� - E0.. - I , �� - __1 , 4 �, I I - oc . . I mr, �Uf J I 0 t2 '/? - '"', * �p I I 1, '/' - 4 " r - . to 1 12 7, 2' OX I I i A - � ,q -.I" : A - - I : ; I __ __ I E,Q I , ��L -1 I I El. I _ -.- - . . To I I � I � I _ � ._______, I . 4 ___:!�n . I I SCREWS I - _1E - �,____I_ I . I .. L� SCRE - I 6 '. o C ./I 1/2' 2'.4' *000 PLATE i rw wwo P,An ! 2'.4 WOO P�M MIN rHREADED I - ._I , Nfol, _! - � � REQUIRED 1_ 114-0 FMEL PLUS . REQ."-ED � RED 0 . i PE�EIIRATI AT � I - 4 6 ,/A- DCT/ 1/8 i I i �111 MIOWHYTH V PLATE THREADED PENETRATION 4 I W 1�4-11 LAG SCREWS 6 t 7111", I j WI OF PLATE i . i* * i . 0 C, STAGGERED *; i ! I i [ =o , 12- ." , , I PENCEI.. I DIRECT MOUNTING INSTALLATION I AT MIDWKYTH OF PLATE -1 ALTERNATIVE AW DIRECT MOUNT I WALL MOUNTING INSTALLATION DIRECT MOUNT I WALL A903INg INSTALLATION A ALTERNATIVE scmr 3/a-1. ALTERNATIVE SW SCALE 3/A- I - SCALE 3/5-,* NOTES: 1. ,NSIALLA'iDN FOR ALTERNATIVES 9W. 9W & IOW ONLY VALID FOR ... 111flool", BUILDINGS WITH A_S,O DESIGN LOADS UP It) .43.8. -48.0 PIIJ. AND T• PANELS LENGTH UP To 12'-4 �..!�!/,,,,114t;, 2. FOR NEW WOOD FRAME CONSTRUCTION WOOD MEMBERS TO BE SOUTHERN -- , 1- 0 E N S,r' .T',, -PINE NO. 2, W/_ SPECIr:C DENSITY OF 55 OR EQUALL� .46�1`1'��", " .. ,, FLORIDA BUILDING CODE (High Velocity Hurricane Zone) - - 1.11 z -' No. 416 '. % ,� evnw. .. 11 = 2 : * = 1 20 GAGE GALVANIZED STEEL STORY PANEL = . : I � B. 7 z *: TE I _ - _ I ,,:E-.f=,.w-rNQGE=CANBE - '... I - _�' - -- -- � (GLOBAL PROTECTION PRODUCTS, LLC-i ""�n' 'R , , WAY $ Pilo ..j ' ' � � S. 51 COMBINED IN ANY TO Ur ANY . � ST TE _A�_ , \ 0 , , " � .. " ;v__/,,_, �-_ IMME I ". INSTALLATION I S, �0" � , � 11LIECOomic", ,�� 11•11 IF _.. - .. - MR. __ � .,.I 'How (��, -5- 10 ,�)410, .10, 11"fSS11 N--4�o,V = - I-)- - _". "'(11"t"'wori �_W.E/�n- � PDPI", � I ,E. A Tup ., - � � - I. - 2_6 ...... - I I INSTALLATION DETAILS FOR OPTION # I FOR LIFE SAFETY STORM PANEL SYSTEM . . 4, .. ° ° ., . . ! 1 1/2 - YHREAMPF..[T%A� INTO EXISTING WOOD STRUCTURES : I TO Mv� WOOD, �m f I __ , � i 1 4= AkATINItI-1 = ki � I I I � ! 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MM..Rf"D mw TON OR i I I I r4, D.4/8' U� 21M% BUOPII� */ 1- ;/•,�.r Ss .4 . v OC " /."-" PACLMXTE ,ERA,E 0 OP ALTERNATIVE WOOD FRAME CONDITIONS & ANCHOR LOCATION PANELINITE PLUS 6 6' O�C - IT , C;% I 112' 10 ICAUL 3/1' T.W.'PID PENS 0 WOOD LATE .If ","fR FA-1 � - IaR C,AR,r, ,,1110-."11' WALL MOUNTING INSTALLATION t/N ....... . . . . ALTERNATIVE 1W j: ... SCALE 3/8' - I' ig, . 1. z : FLORIDA BUILDING CODE (High Velocity Hurricane Zone) z : NO. ,----- I = .". ,, - hQILL F III, �. __720 GAGE GAL' 7 NSTNLATIONS ARE ONL V40 MR B-D&GS � AS D. D�01 _�S L,R TO - �, ... ST E 0 - AY zt� . - . , V/n/� 15� 5, -72 0 pe AND PAKU'S LfNG- UP TO a -8' , -1�,. .ct � R% -, - - " !GLOBAL PROTECTION PRODUCTS. LLC. o," I I • f�(;).F�,�, , "' I i��-.. ,A T. -l' , _- -"r � , I � - 5. Smw � 2 �w . �/ SPECKC D[�� Or QS5 OR EQUAL= '11111"f8s I - . .., I, . . I - 0OR NEW WOO FRAME CONSTRUCTIOW WOOD MJOWKRS 10 BE S.,.IER, , , • 11LIECO 101c. \1 2 'I , "" ... �Ij . 0000"' ..,v,n`TM O" I -11 . - I - (-I." 'a"z"f.- V - i.-j-6. - 4-m.._ 20-176 I 1 ir _,. 1 - -L SLAL/�_,/DATE ...m I.- ��.� 1.1. � r In, � 'T. P", � I _11-0 Q) Q) = U) -00 a) 4-i 0 > r- 0 L_ L_ _0 a) CL = 0 a) 0_ 0 L_ C: cu -0 a- - - -1-0 a) (1) 0) 0 _Cn -L-f Q -0 -0 - = 2 0 -= ,a) 0 0�. C -2 5: = = 0 LL CIO 0 Cn 0 > - . (n cu OR - C -6-0 � -0 . - U) < I (D (D 12 -#--a U) 11 I 0 L_ 0- U) 0_ < -6-0 0 (1) =3 C- -0 0 m L_ CL 0 (1) m cf) L. ICU L. m =3 LU 71E < a m < _j a - I . SHEET NO. SH 1.1 "'I" " X-,0�:.��Q,*;+% .,. . .. 'r. , .1 * -`-,\� ENse T!!FS , III, No. 44167 . It i * - :*z .�-. STITEd�1'7�_-- ,--- - . . - , ,O,�-, A4 - .-*- 4 / � ,.- loll.. - - . __2�7_ ... .. .. .. " - .. N ... , .. I 10111,; L E0, I - I.-- E SZ;�SOWIWITAn I FLORIDA BUILDING CODE (High Velocity Hurricane Zone ' 1Mx "I"YOG, - ! 20 GAGE GALVANIZED STEEL STORM PANEL � - � eT . - j 0,/x/= - ' \ GLOBAL PROTECTION PRODUCTS, LLCJ ., 11LIEC0.1111C I MILKI •- 51 1T`IEF` r- ---fw 1 20-176 " .6 . E_��g � �Mf. 11 �I� =_ *XtZ,t-(w-_-^ .1. ..,K, (W)M-1� I- ")IMR1 ; L-) - C`_,, 1. _:� N. , -F = - - - *ALTILF I Ittuff I F.E. !-E - 1 : . . - . - I - 9 v " - - I-., . I , F: �7� INSTALLATION DETAILS FOR REGULAR PANELSJ� & �jA INTO EXISTING WOOD STRUCTURES , I I I � - 1 7 1 I : - I 'r 11 F_ -__.-___-I I . 114-10 PANELWTIE PLUS I � I f!4-IG PAN MATE PLUS I 1 #14-10 PANFLMATE PLUS * 6 1 /4, a c W/ 1 7/8' � a 6 1 /.' a c ./ WEADED PENETRATION TO I TH& 1 /.' O.G.a C */ I ,," a - i i 1/1' - -I __ _� READCO PENETRATION TO WOOD IIEADEP 1 - - T__ _� -.11m, KNE,.. TO _T__ __ LXISING WOOD HEADED. �__ - EXISTING WCOD HEADER REOUIREt EyTSrK WOOD HEADER II i I i ! I 1 I I ; i __ ___ - - ! I 1 . . I - I I - - I . IiLl *1 ; ",,/v 1 ,/.--3/� v1r1-vn* � i <" - � I 11 I ,IPK, W. . � __0 ! - I _T_ MMKIAT"I, T t - � ,!,NW, su . i I , � - 0 I E7 S`Lc . I WOOD4E � . I/` - ; , .1 � ,- CADER +. i 2' I 7. , � . I � .. I I RE". Min. Ill �,I�E.D _q I i I I , REGUI , Q ' - I . I lk,, I I . , � I I - , , . I - - I -, � i J LLi-al- LLFA LL_'� - � WE �� ON I IT: 411 -1 �._ . I T`E`ICD.U[ - i . "- vHEE, a ; � SH,UT A . : - MAMA - ; Fa� - SEMIXTION : . - SeFF" e ARA_ 1 10 Q�" I . : I 10 .A!I& � ! 1. � I : W. PANEL417WH ... PANEL ,� I I, M PANEI Lzwl"� 1 ,/.*.-- I I/,'.- -` - i, ; tSFF NOTE 1) I/.,-' s. I .. � ; !SEE NnTE ') � . � !/ " I - ./ 'Ir. . I .1 ./ I/- . I 1 31M _"�' � 3/32' � W )w I I �. - -I III. I "', , " 0 , � ,/.- - - I . 6`0r, t .- i - - . : . - �. i I il. ; ; I I I . I I I : I I : I I ; I . i "" � i i SOR I ; I I I '50 . ; 0( %, . : OF 'L' I I I 'L' I i - ; - t � ;_ f. t - I - i " - I I I I A i '2] I ,- A - - I �,u i I V- I ; [114 � 1 , , 7F� - I '�_ - 1�1, � 1 - : !,1.-13,- " , , .mot' � 1=,1 I ,` I I - _ _;i - 0 - v". . 3*1m, __� - E0.. - I , �� - __1 , 4 �, I I - oc . . I mr, �Uf J I 0 t2 '/? - '"', * �p I I 1, '/' - 4 " r - . to 1 12 7, 2' OX I I i A - � ,q -.I" : A - - I : ; I __ __ I E,Q I , ��L -1 I I El. I _ -.- - . . To I I � I � I _ � ._______, I . 4 ___:!�n . I I SCREWS I - _1E - �,____I_ I . I .. L� SCRE - I 6 '. o C ./I 1/2' 2'.4' *000 PLATE i rw wwo P,An ! 2'.4 WOO P�M MIN rHREADED I - ._I , Nfol, _! - � � REQUIRED 1_ 114-0 FMEL PLUS . REQ."-ED � RED 0 . i PE�EIIRATI AT � I - 4 6 ,/A- DCT/ 1/8 i I i �111 MIOWHYTH V PLATE THREADED PENETRATION 4 I W 1�4-11 LAG SCREWS 6 t 7111", I j WI OF PLATE i . i* * i . 0 C, STAGGERED *; i ! I i [ =o , 12- ." , , I PENCEI.. I DIRECT MOUNTING INSTALLATION I AT MIDWKYTH OF PLATE -1 ALTERNATIVE AW DIRECT MOUNT I WALL MOUNTING INSTALLATION DIRECT MOUNT I WALL A903INg INSTALLATION A ALTERNATIVE scmr 3/a-1. ALTERNATIVE SW SCALE 3/A- I - SCALE 3/5-,* NOTES: 1. ,NSIALLA'iDN FOR ALTERNATIVES 9W. 9W & IOW ONLY VALID FOR ... 111flool", BUILDINGS WITH A_S,O DESIGN LOADS UP It) .43.8. -48.0 PIIJ. AND T• PANELS LENGTH UP To 12'-4 �..!�!/,,,,114t;, 2. FOR NEW WOOD FRAME CONSTRUCTION WOOD MEMBERS TO BE SOUTHERN -- , 1- 0 E N S,r' .T',, -PINE NO. 2, W/_ SPECIr:C DENSITY OF 55 OR EQUALL� .46�1`1'��", " .. ,, FLORIDA BUILDING CODE (High Velocity Hurricane Zone) - - 1.11 z -' No. 416 '. % ,� evnw. .. 11 = 2 : * = 1 20 GAGE GALVANIZED STEEL STORY PANEL = . : I � B. 7 z *: TE I _ - _ I ,,:E-.f=,.w-rNQGE=CANBE - '... I - _�' - -- -- � (GLOBAL PROTECTION PRODUCTS, LLC-i ""�n' 'R , , WAY $ Pilo ..j ' ' � � S. 51 COMBINED IN ANY TO Ur ANY . � ST TE _A�_ , \ 0 , , " � .. " ;v__/,,_, �-_ IMME I ". INSTALLATION I S, �0" � , � 11LIECOomic", ,�� 11•11 IF _.. - .. - MR. __ � .,.I 'How (��, -5- 10 ,�)410, .10, 11"fSS11 N--4�o,V = - I-)- - _". "'(11"t"'wori �_W.E/�n- � PDPI", � I ,E. A Tup ., - � � - I. - 2_6 ...... - I I INSTALLATION DETAILS FOR OPTION # I FOR LIFE SAFETY STORM PANEL SYSTEM . . 4, .. ° ° ., . . ! 1 1/2 - YHREAMPF..[T%A� INTO EXISTING WOOD STRUCTURES : I TO Mv� WOOD, �m f I __ , � i 1 4= AkATINItI-1 = ki � I I I � ! I I � ==F�.. _j i � 1� I 1 I . i I - - - ; I j I . , I_ .�� I i I . , - . ! �"___ 2 to: I I I � E 1 1 � 0 � . i ,4.- -- -- _4 � D. 1 , oi I ' 1;� K E ' - � �� to', � __ I i I I I. I I - 1 I. G! 11 EO' I ; - I I I- - RODD _____ - REDURIIIII, I 1 t I � I � � I I 1� I � ! ! i � I I � � __ -.-.-, ____ � --.%, - - � � .E,�. ; =�:_,v---,- Ka��. - HEADER, ;g'.,ISr . 1 14 * �_ i Y, ; d . 'e, I' I MD ` I , . - z ALTERNATIVE I ALTERNATIVE 2 , . 4i " - , � NITS) (SEE -1 -;J L, : S. " -) 11"O 7 I .I, , . Te", i IT . � It � , e , �� =Uz! t I � _ i ! � I I � I .,a. - .1 � I--- -1, . I 1 7 1 stpotA 1 . I ,PJ7-- . To � I 1 i I I- - ------ -,-, . t----- __; . . Ec, I Er, � 11 11 , I I -wimmiW t � T I Q . -, -- " : OR : I to! t I I � I I 'D - I ' � � ------- I - 1 ; I __ --- - I - , I,- , I . I I . - . 401111mmism i .= �, i *, 1 71, � � I � i I I Rfovwtu - F -i � � . . I i I ! 1 --- � � ' _�_� a �- 41 wal"Ret I - i I ; , � . I I 8 - ALTERNATIVE 4 L I ' I. j 4EQU� I 'Iv. , - SCREWS 0 .. oc, */ , I/?. MM..Rf"D mw TON OR i I I I r4, D.4/8' U� 21M% BUOPII� */ 1- ;/•,�.r Ss .4 . v OC " /."-" PACLMXTE ,ERA,E 0 OP ALTERNATIVE WOOD FRAME CONDITIONS & ANCHOR LOCATION PANELINITE PLUS 6 6' O�C - IT , C;% I 112' 10 ICAUL 3/1' T.W.'PID PENS 0 WOOD LATE .If ","fR FA-1 � - IaR C,AR,r, ,,1110-."11' WALL MOUNTING INSTALLATION t/N ....... . . . . ALTERNATIVE 1W j: ... SCALE 3/8' - I' ig, . 1. z : FLORIDA BUILDING CODE (High Velocity Hurricane Zone) z : NO. ,----- I = .". ,, - hQILL F III, �. __720 GAGE GAL' 7 NSTNLATIONS ARE ONL V40 MR B-D&GS � AS D. D�01 _�S L,R TO - �, ... ST E 0 - AY zt� . - . , V/n/� 15� 5, -72 0 pe AND PAKU'S LfNG- UP TO a -8' , -1�,. .ct � R% -, - - " !GLOBAL PROTECTION PRODUCTS. LLC. o," I I • f�(;).F�,�, , "' I i��-.. ,A T. -l' , _- -"r � , I � - 5. Smw � 2 �w . �/ SPECKC D[�� Or QS5 OR EQUAL= '11111"f8s I - . .., I, . . I - 0OR NEW WOO FRAME CONSTRUCTIOW WOOD MJOWKRS 10 BE S.,.IER, , , • 11LIECO 101c. \1 2 'I , "" ... �Ij . 0000"' ..,v,n`TM O" I -11 . - I - (-I." 'a"z"f.- V - i.-j-6. - 4-m.._ 20-176 I 1 ir _,. 1 - -L SLAL/�_,/DATE ...m I.- ��.� 1.1. � r In, � 'T. P", � I _11-0 Q) Q) = U) -00 a) 4-i 0 > r- 0 L_ L_ _0 a) CL = 0 a) 0_ 0 L_ C: cu -0 a- - - -1-0 a) (1) 0) 0 _Cn -L-f Q -0 -0 - = 2 0 -= ,a) 0 0�. C -2 5: = = 0 LL CIO 0 Cn 0 > - . (n cu OR - C -6-0 � -0 . - U) < I (D (D 12 -#--a U) 11 I 0 L_ 0- U) 0_ < -6-0 0 (1) =3 C- -0 0 m L_ CL 0 (1) m cf) L. ICU L. m =3 LU 71E < a m < _j a - I . SHEET NO. SH 1.1 INSTALLATION DETAILS FOR REGULAR PANELSJ� & �jA INTO EXISTING WOOD STRUCTURES , I I I � - 1 7 1 I : - I 'r 11 F_ -__.-___-I I . 114-10 PANELWTIE PLUS I � I f!4-IG PAN MATE PLUS I 1 #14-10 PANFLMATE PLUS * 6 1 /4, a c W/ 1 7/8' � a 6 1 /.' a c ./ WEADED PENETRATION TO I TH& 1 /.' O.G.a C */ I ,," a - i i 1/1' - -I __ _� READCO PENETRATION TO WOOD IIEADEP 1 - - T__ _� -.11m, KNE,.. TO _T__ __ LXISING WOOD HEADED. �__ - EXISTING WCOD HEADER REOUIREt EyTSrK WOOD HEADER II i I i ! I 1 I I ; i __ ___ - - ! I 1 . . I - I I - - I . IiLl *1 ; ",,/v 1 ,/.--3/� v1r1-vn* � i <" - � I 11 I ,IPK, W. . � __0 ! - I _T_ MMKIAT"I, T t - � ,!,NW, su . i I , � - 0 I E7 S`Lc . I WOOD4E � . I/` - ; , .1 � ,- CADER +. i 2' I 7. , � . I � .. I I RE". Min. Ill �,I�E.D _q I i I I , REGUI , Q ' - I . I lk,, I I . , � I I - , , . I - - I -, � i J LLi-al- LLFA LL_'� - � WE �� ON I IT: 411 -1 �._ . I T`E`ICD.U[ - i . "- vHEE, a ; � SH,UT A . : - MAMA - ; Fa� - SEMIXTION : . - SeFF" e ARA_ 1 10 Q�" I . : I 10 .A!I& � ! 1. � I : W. PANEL417WH ... PANEL ,� I I, M PANEI Lzwl"� 1 ,/.*.-- I I/,'.- -` - i, ; tSFF NOTE 1) I/.,-' s. I .. � ; !SEE NnTE ') � . � !/ " I - ./ 'Ir. . I .1 ./ I/- . I 1 31M _"�' � 3/32' � W )w I I �. - -I III. I "', , " 0 , � ,/.- - - I . 6`0r, t .- i - - . : . - �. i I il. ; ; I I I . 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SCALE 3/8' - I' ig, . 1. z : FLORIDA BUILDING CODE (High Velocity Hurricane Zone) z : NO. ,----- I = .". ,, - hQILL F III, �. __720 GAGE GAL' 7 NSTNLATIONS ARE ONL V40 MR B-D&GS � AS D. D�01 _�S L,R TO - �, ... ST E 0 - AY zt� . - . , V/n/� 15� 5, -72 0 pe AND PAKU'S LfNG- UP TO a -8' , -1�,. .ct � R% -, - - " !GLOBAL PROTECTION PRODUCTS. LLC. o," I I • f�(;).F�,�, , "' I i��-.. ,A T. -l' , _- -"r � , I � - 5. Smw � 2 �w . �/ SPECKC D[�� Or QS5 OR EQUAL= '11111"f8s I - . .., I, . . I - 0OR NEW WOO FRAME CONSTRUCTIOW WOOD MJOWKRS 10 BE S.,.IER, , , • 11LIECO 101c. \1 2 'I , "" ... �Ij . 0000"' ..,v,n`TM O" I -11 . - I - (-I." 'a"z"f.- V - i.-j-6. - 4-m.._ 20-176 I 1 ir _,. 1 - -L SLAL/�_,/DATE ...m I.- ��.� 1.1. � r In, � 'T. P", � I _11-0 Q) Q) = U) -00 a) 4-i 0 > r- 0 L_ L_ _0 a) CL = 0 a) 0_ 0 L_ C: cu -0 a- - - -1-0 a) (1) 0) 0 _Cn -L-f Q -0 -0 - = 2 0 -= ,a) 0 0�. C -2 5: = = 0 LL CIO 0 Cn 0 > - . 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Ae - - ---,.,. - (_F___5. 10 (�34111mr-4flo LIFE worn . AT I I . { IL ,LORE I at. ( 4 Y.5 U Al - , � � __@ I 1 ,116c�_i�� 1/4:0-211.3�/,I'SS 45. W1 E0. '�----'---- I 7, 8'. , 3/32* .W. 40 I � WASHER 6 12 ITS' 1 I WASHER ( OE PUT[ INSTALLATION TAW 0 REGULAR PANEL SAFETY. L ,593. 0 GLOBAL PROTECTION ' ) -A-�-- FL . ID - � autn' rce"ING, . EAReNLICTINK, CONIAN, 20-176 " - 4f - L.A'All- - -.1-1.1 "zz�i6 i OWRI". . FT 0� , �ESE� �_I/.� CA-1. � '- W 24 - 4. WIEAl -Ur I, IT - I - I 2000 & 1000 E-Z HANG STORM PANELS 112-1 -) - 2 59 * (EF-FECTIVE IIII)TH; - -2.250"-j ,3,� !_,� I I r ,"I : _- il � " I I - 13,50 - , - , ,.,o- - .- 1 3 * - , 1 �500' ! t 11 , - , I I I , � i G75' 1 075' !� , - - I - ; I - Typ. !I 2 - 4 F , -, � 2 244* I i, HEMMED ' 3500' 1. I . , I I 1 2 100' I , ,x � "'. , - ,. ", EDGE l� i� !I . , , GAIL"'Nezra STEEL �,,, - - ,. , 4 2 MO' 250', � , I -%I -1 AST14 A-SS3 \ 11 DETAIL A -IF 1. - ,I, lIlll � ; �r 274 E -.11 ;RAN 50 MTHINFUNI I/ I- _, I IWATLED" \ \� /48 9 GW GALI` \ , 11 /,i5 I�_, .11 I I 9 - .I.-.--.---- . - - - - - - / , I l� ,.ed. I .�To - , , ,� � "', - 6 250' - 250, \� .�� -- 2 470* I 'Il. (j) STORM PANEL I - 2.470- . Q. .. (2) REVERSED -he TRACK . '. - . . . PANEL'S END LIP ,50 . .fv.fC EDGE I -. 250' 1 ---- 1� -.31* I . dSol 1- ; ,_ I I � 1! � _2 .1,11 '-- ,25- . I I 5' .... , (1250' -- __ _ -, - - " 1 11. � WAIMED ; ! i �p I I . ISOMETRIC VIEW DETAIL A 2 DOD* 2 DOD- ! f . , I ROUNDED CORNER 0 ENDS OF I � 121- 7!�� I END UP W/ HEMMED EDGE i I I - 1 250 (�) -1- TRAC (�) PAHE,�,OWE T 2%5"Wax.) ALUM. ANGLE -,- 125' 6061-T Alunn. ALLOY II I � .� .1 I I F� IMI.NR :1 � 7: A.. r1ji, i - ..... .. ��, ,...- It, 50' !I 065 T",) .. Z. � .,: I IIII � . �.!� r S, 1! I . .. I 1 ! I I .1 . I I I I-- I .. ...... . -11 / " NO. 44167 ". I _= . . I * : - . . FLORIDA BUILDING CODE (High Velocity NUT iconli Zone) -i - . - f � "Inc. - - 7-0 - 1-o'. ! T OF ..Iqr I rp .* I40,41 1 20 - & - :I(e �. , _3" M.- 100".. " ORIO , \ GLOBAL PROTECTION PRODUCTS, LLC. .1M""` ,,�, � � S.. .. �\ I4p , (�) 3"x3"(Wax.) ALUM. ANGLE 06 STOP BAR " i�v,_L �_ I 11LIECO... \ . , ,z, - 1. 51 STREET ........ .I. - __ hLut Itirrow a ovalcm- cow.- 1 60631 I* LONG ,` ,� I=- . IN, - - - . ... PHOW T-)="Lusl, x I-OW.HeNT 20-176 -T5 Adurn. ALLOY - -I=,. -) -- PC SFAL/`WAM_L/50lTE '. CKMAWFFI; - IAI . mull 11 - E ANI'm " ar 26 1 1 SERIES (SCALE - 1 •,"- (TOTAL wor.COMPONENTS FOR ) 9- - 12 Soo' 50 --'i II • • �`' - W/ (� REVERSED "U" TRACK t - PANEL'S 6 - ( ' ATE GAGE GALVANIZED STEEL STORY PANEL S/' ,,�4L INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES I� 4' TAPCON ANCHORS '.A- TAPCON 1,4' TAPCON ANCHORS 1, 4- TAPCON ANCHORS OF 1), cc i it. 4 9" 0 c FIR 2* cc POURED CONCRETE POURED CONCRETE Ca CONCRETE OR CONCRETE POURED CONCRETE POURED CONCRETE BLOCK REQUIRED - "I OR CONCRETE I , 7 ON CONCRETE RECILPRED r-C 11 BLOCK REQUIRED BLOCK REQUIRED f C -1 - R ... I -1 ft. , I - ___ I I N", I ,7 1 " I I M. I E D. C-0. ED. E, D IF , . I ('Z i N_�,C/O",, � - - III - " T, : j : 'I q� I I - - TII " I I - - �, : - . . � j I I- - - � - INC I ,z _-a` - III, � I FAMAP_ r a -1 - a � , H 2-7 i I I - , I - " 1.), I' � - I., � 4 I AT � - I - - I I W L I I � voSTNq I I I � i 9 EXISTING t� x i Iti j : � _J : Gt.--,s -: J9 =-� I I ., I 1-9 � I 1 _- CLASS ,-' I ! � t4, I i i. I N I I d6 : I 1� R. : I i .-If , f I 'd . . � I I : ; 8 I i I I 9 I : : .1 , I I - � I I , I I ! a �- : � . � I . 11!iI . I I I 5' 3 ,I . j .,. . , I . E. . N . ,/.-. -,- I i �, , .� .., ,/.,-. I � .- ./.-; _,. - - 8 IF W ! I ,I 1 _ rmv� .PKA, ( I I I . I . � . I : ; i � i� � I I I ct i ! : I 1111� I M., I 11' , I - i � ED- I E D - *IiI;ii I ED. L. - , I L-C � 1111 �1: .E 't_L� . I I ,; TIULS/32' WING NUT WASHER , 7 '/ ..- 2N3/.-S s . s W/ , 1/4 0-2W/4-&S tvS, */ , I 7/8,.,3/32' WING NUT WASHER I 7/8 � I 6 12 1/2, CC (BEYOND) 1�� '. .3/32' ' , , I It , 8 ,E . 3/32, WING NUT - c _� ,� R 0 12 1/2' ac WASHER (BEYOND) 1_ ANCHORS ' TAPCON ANCHORS _ 1/1 ' TAPCON ANCHORS _i=ON 6 4 1/2- 0 C 6 1 1/2' 0 C * 4 1/2" 0 C (STAGGERED W/ STIA) (STAGGERED W1 STUD) 111I 4 1/2' 0 C POURED CONCRETE wOURED CDNCRM Po"RED CONCRETE �,UAEID DR CONCRETE BLOCK OR CONCRETE BLOCK OR CONCRETE OR CONCRETE BLOCK REOURED RFCQ*ED REQUIRE.- REQUIRED WALL INSTALLATION MOUNTING INSTALLATION WALL MOUN71ING INSTALLATION SECTION SECTION 36 " SEC71ON 48 0 REGULAR PANEL 0 UEE SAFETY PANEL 0 REGULAR PANEL 0 SAFETY PANEL SCALE 3/B--1- sc-Au 3/8-., - SCALE 3/s*-," SCALE 3/21'.1" ANCHORS O.C. BLOCK JI �� ,,,,,1 cusses`' I 1 ' f 4' TAPCON CONCRETE BLOCK MOUNTING INSTALLATION MOUNTING SECTION LIFE WALL WALL ME SHEET to A to `OR 11cw"S TYPE & MICRO "M Il.T. ", " WALLAID'S ADD *000 .-.-.-.-- Micat, - INAME BUILDING. - AARFOR, - .) 3 MINIMUM ANIMOR SPACIIIIIIS __ - ;PMR -__ (w-)- ---T- - ,DGE DISTANCE ARE NoCAtED - 1-6 � THAN! INDICATED ON .. -1 'a- vKN& III') - I- - - SO4EDM RMU1oj ANCHOR SPAcAIG BY IFLUTPLYPIC IPACWG SMDWw ON SCHEDULE Aclull. LA COME Mello fAcm IN, THE FOLLOWNG FACTORS FOR THIS OFICIATICIN 'O BE POSSIBLE. REDLIM , In- . SINDAK, OVIA"I USING 1110. SHALL MIT 2 1� - K UCSS THIN MINIMUM SPACINK, NINI rov EACM ANCHOA "PTE OA, rNS SCMECAAL Z. , I/,- - ( MID FOR ED LESS - -I- __ _L1 I I P DACE GALVANIZED - INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES I I 1 I- 1 1/4 . 0 TAPCON 0 S* O.C. I __ I � 1/4 . 0 TAPCON 0 6- CC I r- I I */I , , 12' MIN THREADEO i ! I W/I 1 12* MIN THREADED ; 1 I PEFFILMATION AT WOOD i F I ! I , PENETRATION AT WOOD . HEADER . I , HEADER ['..." I i, � I IT, I _ i _ I : I I "L 7 1 i I - ; Al"d3`1", I I � _ _ I _ I I ! . I - I -Mo. I - 7_ . WOOD I i r � - � _ I , WOOD HEAD " I REQUIRED ER _ ' REQUIRED , I - - ! M. 1 l I I a _ � -i _1_j 11z 'i I ! ,� Cwi �__ - -1 COW , 'i i , ii XL � I" N` I _ - I J, i L, I -, ,U_I_ I I I . QLAS!, I i I F 3VING � all %Ili, 'e) � I I - So-- -j ! , To, OFAI I , .I. - I ! 'I * UP. l- (svi scWo,UE - t INIEL LENGTH PANEL LEW.H EXTSIFNG ON SHICE, ,b) I I GLASS _! O,.,; i - -ft I ___1 i 1 7/8-it . 3132, i I I WING N ... , I � ! f , I . I ! IT 1 i � I i : I I � I , ; I ; � I . . I I i 1-1 1 6 EQ _ I I Ep , ! I : I I ! 2-.4^ WOW PLATE i I I . : 718 -. � 3/32' WING Nut -.4- WOOD PLATE 1 1 7/8"It I 3/32' WING NUT C 2 REQUIRED 0 6 ./.- 0 FFICAFRED 11 . . I WASHER 0 (BEYOND) : I PMEUhMTE PLUS � i 11-0 PMELAAtE PLUS i . ' ' 0715 t Fit . /'��' W" a _� MIN T�READED ,%E,pAT,;s ; MIN. TH. 6 NET; /11�. I AT MIDW01H OF PLATE I - i I .1 M(DWVDTH OF PLATE WALL UNTING INSTALLATION WALL ALTERNATNE RAW "'00 I 0 ,,, ALTERNATIVE 0 REGULAR PANEL .. - .. -, I ... 0 LIFE SAFETY PANEL SCALE 3/8'-!- ,I, .... .... . SCALE 1/8'" . . :? : . FLORIDA BUILDING CODE (High Velocity Hu, come Zone), Z WIS, No 441bi '. S PlFINK, .r"Ca Ilt: ' i * j 20 GAGE GALVANIZED STEEL STORM PANEL o,M:: . I I I WALLATIO S ARE OFAL = : * � , - = UP TO 45 5. -72 PSI Mo PANEL'S LENGTH UP TO 0'-B' , Thr � . � 0� ___dE0 - - '\ .viii/eint I ATE _-�.;LK, ' I GLOBAL PROTE � S ATE , 77 _� .1 \ CTION PRODUCTS, LLC. DATE I , , '-` . � _IFZ S. 5, STFIECT 2 FOR NEW WOOD FRAM CONISTRUIC'1,001 AWK, 2, W/ SPECIFIC DENSITY Of OR COJELI . M 0,1 e I IILIECO..c AD . ORI .� = rarrvix;j* rKon- DNAL m. MI. , �__ .10 SSF . . . III-176 , .A IIIlF - M. P� (_MSP. 1. (s�Im-.nT I 1, ; * 'V , i. . � -17 1 I'll V� u"I c.-cole", "`__ I � - -0-1: lr,- "Mu'" - ;�W__�--:_-] I I I"= L�l '44Y i - - - �'"-'--- HEADER CLASS (SEE 101 I 11,0*1 1/4-0- .- . - NOTE I SCE-) ' SS Y.5 (SEE I HASHER Ito-10 . A MOUNTING INSTALLATION 8BW Y VALID FOR BUILDINGS W11 AS D DESIGN LOADS 0 .. SATE WOOD MEMBERS IC BE SOUTKRN % �R" .� , , ` 0.55 RIME - Y/24 I, FCP) Nam 7 vCJWF) V/24 1, ( ) P/ om W/o M, (z) - 4'/241 ,A) Is" NOTE 2 KIM 2*/24 ii, V/24 1111, 5 j MOV, . i ,C,To= -.0ft SEE '. 'T Pfg-�, 1 ,A`"r�, r-.�----4------ , "NS25. FOR` ,060 ." __L_ - 3. - T 1, I , IAP. OF I I - OFF SHOT " . .- - / ... 2 - I - It - .. - - --- ------------- . r__� __ - if , " sI t.� _,(�, ;113*1 _= __-GsvE = ON sWF1 261- - EACH END of -7--�� __ " - , , 4 - , 4M F - - I,?- -i A - _1 --i�- M, � I i; _T _TT ----I---' � I i 4 l . I -r, .- �? 4 Im 1 -, I .] . I * . , ii �� ! �N I 4 � � I I 1 1 17 : , �11 : � ! I , . tT- ill-, �r . : I j � ! ! tl , . I I I � : � I I . I � I ' - I. ; PANEL)' Due, PmmL) I ITINOW -I) - ITITTERIO. PAREQ� : (WrUtFoat --"I (END PAWL) I ",I ; . 1 ,SCE Man z S. . Kim . ; I ! � 4 � I � I : ! - - 2r I ' - ,SEE A BELOWI SEE NOTE 4 � , I i , SEE 4071 2. 3, 4 BUD* 4 , -, ! I 1 I , ;! $� I 7: : !, j : I I i - I (q. i ; : ;� 411;7 - � : o -4!). I I _T4!7,__4, ,C,--7 :. :� I 4 : . I , ; ,)�:: �� .. I i I I I : I I I � j - . ac, ,,ML Ft/ I : i i ! ",/4. . =5 e�s W/ , .. 1 ! , ;/4'p.;/4' MS III/ 1 ! I : , 8 " / 1 : j 1 I � ! virs . � : I IV - I I i I I . t� 1 3 32 MI.C.U75 1 1 1 � I I 1 � , WE� 3 % IF . i � 1 a V OVICELAIT . I . IO % 'L' I I � j ,jT, I i I � i I . 1, , I. 7 , -, I l�� I I i, . . - I 1- --- -P T! I - - !1]` 1-i _-i� ;:j' -, I �1 � I - - L I I 17, 11 - L . -L � L I I I i. I - k -1 I _1 T-1 L= L�= 1 :,.�, -, . - - I . -- , - - _I__! ,- ___ _ __._-_ FAMIELMATE (tM) - - - SEX va �-Bayw "CoNcif" ANCHoes " - - (2Dr- � - __ __"� �11MUFAOA`_ -3, - I?'- - - Z, __ ___ - - mi-Dr, 3 - _� AT END LOCATED, ,/2. - S11 sc� /2 1 tcWTKAE, - sHLE,, 25. FOR .000 scale, - I.-- - BE SEE Man I (D./ OR ./O@, (D .411131"O. PAWLS -I,- I" (�) OR O`P!:.NO �- 010 ' LAST PANEL (D TO BE INSTALLED A' EACH TYPICAL ELEVATION FOR SERIM.. 20 i IF - PEN " AINAZ INSTALLED AT OPENING SMALL ALWAYS BE PROVIDED W/ -00 REAR .I.xu 10 1ACIL1. .KTE P:%'1Mm*0./ TYPICAL ELEVATION FOR $EpEg jQQQ ", 'ATIENDED TO SE INSTAI.,10 FROM I I- __ To &I ED FROM INSIDE OF STRUCTURE ! E-Z HANG I SYSTEM NIC CI6AA I � -1 sotur 3/32- . I- i : �� v 7 1 11DIVE 3/3r . I* -,/.. - cAp ,/4, - GAP I/.- iAI - - - 1'.. %. GAP -,'E - _j7 , �-_\-z- _' SECTION B-B I.- ""Am. SECTION A -A AT END 1ANCS) 1/32' . " W-FIES SCALE �Ili,El - I. 4.]Fq (1) PE0NI1T1Qb_QE_1EKS_=. L - 2 HANG STORM PANEL SYSTEM ,CONSISTING OF PANEL I (�nt AT TOP & PANELMAI FILN Or, IT LONG I9 Qff`!Nr,rAQN__Gf SYSTEM CONSISTING LF FANEL - AT BOTTOM W/ PANELVATES (21 Cord TRACKS TOP III BOTTOM. (2) END PANELS SHN'T ALWAYS BE TZ'NE TFLT6� -1:� AFE)LOT-TOM-EANS of . ,rD.PMELS SKALL ALWAYS BE CONNECTED 70 BOTTOM TRACK IEGF 0 . END PANELS CONT TE�SE To '74'%A HALL BE PROVIDED AT TOP OF SUCH PANELS SMALL BE /4-41-20.3/4 .S, W/ 7/8-:F,3/32- WING NUT OR 1/4-10-201r.wynk. ,THUMBSCREW INTO TAPPED 02 PT AS OF DESCRIBED ON NOTE (3) BELOW) 1/4- *-20X3/4- MS W/ 7/8-0 ,11LUBI (3) FOR CASES WHEN! END PANELS ARE USE JOINTLY / 15- LC�� INTO TAPPED BOTTOM TRACK LOCATION OF FASTENERS MAY BE AT EITHER OF two � * , q) AT (rOM OUT END PANELS ARE NOT CONNECTED TO BOTTOM STOP OAR EXTERIOR FLAT OF END PANEL SMALL BE PROVIDED AT TOP OF SUCH PAN" (4) :N CASE THAI END PANELS ARE NOT , IF A STOP BAR S END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY USING SPECS INDICATED ON NOTE (3) ABOVE IN SUCH CASE. CONNECt;ON OF F`ANELS MOUNTED TO EXISTING ty MAY BE USED JOIN AT BOTTOM ATTACHING BOTTOM TRACK TO WALL TO 9070 I! 5,l SEE SECTION 1', I & 4 ON S,4EV 24 SET. ANCHOR ON SHEET 25. Mitt EDGE DISTANCE FOR TH N.-St Ty-AtoR M`M_S USED JOCY ,,,Dut ECONNECTEE TRACK 2 IISIL/ t INQTEASELFD 1`14"'"'010 NUOC7 N QE To BE p 0 Tj S I % E LEFT & RIGHT SIDE OF ERIOR PANEL) HAVE 1"'��S ;" ..!tAt;;4,�', I.EI"', CVlTRL'A'DP'SXRCT'AJNpEAD BY , " 4 .. I/ 1I, �� �0� ... - ,,, ..-'� `%5? ]4 . \r,FN . S, ' FLORIDA BUILDING CODE (High Velocity H., can# Zom.)I . "O s : - . IF' -_ "WOo YLTECO. - ZO GAGE GALVANIZED STEEL : . = : NO.4 167 -, s = - , = _ z * '-. _ I )t , :E 04 � .. �-, _-� _; "/w In . - I � . STAT OF :,Qr - GLOBAL PROTECTION PRODUCTS U.C. TATE S.�P- It _.4 / 11LIECOm. \ "'. I Milim se 11 T"WEET .0 - , �r , "LLY, 'Teriel & ENGO"X CD MIT . - ,� b�, - . "I O IV"' .`4 --` IMINT, m. 3MI. ,A. , " � � �-�' " _-::._(1Z_J1._T= __LM__1_1I" PHONE ORH)__`!FI (O.M�m, 20-176 " C �7, - 71M Wi � 23 v a 0 ,,wKI III I WAIIIII -`SKAAT.AE/DATT IMLACIR A TKI .. FIE FLONDA, LIP & .16.1 I I (SEE L ) A, ., -:DB (SEE NOTE Min PCP I - . : , . I 60 % �- I - (END PAWL), wilmo; 41111- 1 il%FTERID� PAI 7 '(04TE" P�f)j I ' '(END N= 2. J. �,' ED I - i 1 `_-._..---`1. M ON � 2. litt OR I 1 EACH 10 STATE TRACKS TORN PANEL E-Z HANG STORM PANEL SYSTEM 5L&LS-2000 F - .7 NMO STORM PANEL OTHERWISE A STOP BAR PANELREATES OR, (EXCE i3j ir END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNEC-ON SI CONSIST 43/32- WING NUT OR 1/4'ft3/4' III,, ' FLANGES CONNECTED TO BOTTOM TRACK ( ONLY U!i6 AT TOP) Al ;EAST TWO PANELS SMALL BE CC44NECTED TO BOTTOM TIUMI (4) FOR INSTALLATIONS WHEN SILL TRAC K MEANS OF PMEJJAATES. ONE INTERIOR PANEL 4 TRACK MAT OCCUR At ANY PANEL LOCATION W/ TWO PANELMLATES F OWING LNG SHOWN 04 ELEVATION AND W1 3 112" SCHEDULE PANE . STORM PANEL .. , n SEE SHEET 1 4*4*M "M I/e. ,/.-. - PAKELeal F FOR&AWN20 rM0RdAN1W=MW CI & . ___ - . I FRAME SULDING - NeNtie, MINKINC 01) I I - "W '"".01 MINI "a "'N" ___ - - - !� (-) _ 3 - , SCHEDULE TO* LESS THAN 041CATED me M`,l INNIMA s,NA (-) I SCHEDULE tFUDECE ANCHOR SPACING W r: Muk"PILTec, SPA:iw; Ow SCHEDDLE AMA EA 11111011111: ommo By THE FOLLOWING FACTOM FOR THIS OPERATION TO BE POSSIBLE REDUCED , ,/It. -7 SPAC4G OBTAINED USIMIC FACTOR SMALL AI 7 qz 9.,15S THIN, __ SPACING INDICATED r . `N` '"C"C" II o" "" "Peaw I , ,p- I =_ Mw INSTALLATION LIFE worn . AT I I . { IL ,LORE I at. ( 4 Y.5 U Al - , � � __@ I 1 ,116c�_i�� 1/4:0-211.3�/,I'SS 45. W1 E0. '�----'---- I 7, 8'. , 3/32* .W. 40 I � WASHER 6 12 ITS' 1 I WASHER ( OE PUT[ INSTALLATION TAW 0 REGULAR PANEL SAFETY. L ,593. 0 GLOBAL PROTECTION ' ) -A-�-- FL . ID - � autn' rce"ING, . EAReNLICTINK, CONIAN, 20-176 " - 4f - L.A'All- - -.1-1.1 "zz�i6 i OWRI". . FT 0� , �ESE� �_I/.� CA-1. � '- W 24 - 4. WIEAl -Ur I, IT - I - I 2000 & 1000 E-Z HANG STORM PANELS 112-1 -) - 2 59 * (EF-FECTIVE IIII)TH; - -2.250"-j ,3,� !_,� I I r ,"I : _- il � " I I - 13,50 - , - , ,.,o- - .- 1 3 * - , 1 �500' ! t 11 , - , I I I , � i G75' 1 075' !� , - - I - ; I - Typ. !I 2 - 4 F , -, � 2 244* I i, HEMMED ' 3500' 1. I . , I I 1 2 100' I , ,x � "'. , - ,. ", EDGE l� i� !I . , , GAIL"'Nezra STEEL �,,, - - ,. , 4 2 MO' 250', � , I -%I -1 AST14 A-SS3 \ 11 DETAIL A -IF 1. - ,I, lIlll � ; �r 274 E -.11 ;RAN 50 MTHINFUNI I/ I- _, I IWATLED" \ \� /48 9 GW GALI` \ , 11 /,i5 I�_, .11 I I 9 - .I.-.--.---- . - - - - - - / , I l� ,.ed. I .�To - , , ,� � "', - 6 250' - 250, \� .�� -- 2 470* I 'Il. (j) STORM PANEL I - 2.470- . Q. .. (2) REVERSED -he TRACK . '. - . . . PANEL'S END LIP ,50 . .fv.fC EDGE I -. 250' 1 ---- 1� -.31* I . dSol 1- ; ,_ I I � 1! � _2 .1,11 '-- ,25- . I I 5' .... , (1250' -- __ _ -, - - " 1 11. � WAIMED ; ! i �p I I . ISOMETRIC VIEW DETAIL A 2 DOD* 2 DOD- ! f . , I ROUNDED CORNER 0 ENDS OF I � 121- 7!�� I END UP W/ HEMMED EDGE i I I - 1 250 (�) -1- TRAC (�) PAHE,�,OWE T 2%5"Wax.) ALUM. ANGLE -,- 125' 6061-T Alunn. ALLOY II I � .� .1 I I F� IMI.NR :1 � 7: A.. r1ji, i - ..... .. ��, ,...- It, 50' !I 065 T",) .. Z. � .,: I IIII � . �.!� r S, 1! I . .. I 1 ! I I .1 . I I I I-- I .. ...... . -11 / " NO. 44167 ". I _= . . I * : - . . FLORIDA BUILDING CODE (High Velocity NUT iconli Zone) -i - . - f � "Inc. - - 7-0 - 1-o'. ! T OF ..Iqr I rp .* I40,41 1 20 - & - :I(e �. , _3" M.- 100".. " ORIO , \ GLOBAL PROTECTION PRODUCTS, LLC. .1M""` ,,�, � � S.. .. �\ I4p , (�) 3"x3"(Wax.) ALUM. ANGLE 06 STOP BAR " i�v,_L �_ I 11LIECO... \ . , ,z, - 1. 51 STREET ........ .I. - __ hLut Itirrow a ovalcm- cow.- 1 60631 I* LONG ,` ,� I=- . IN, - - - . ... PHOW T-)="Lusl, x I-OW.HeNT 20-176 -T5 Adurn. ALLOY - -I=,. -) -- PC SFAL/`WAM_L/50lTE '. CKMAWFFI; - IAI . mull 11 - E ANI'm " ar 26 1 1 SERIES (SCALE - 1 •,"- (TOTAL wor.COMPONENTS FOR ) 9- - 12 Soo' 50 --'i II • • �`' - W/ (� REVERSED "U" TRACK t - PANEL'S 6 - ( ' ATE GAGE GALVANIZED STEEL STORY PANEL S/' ,,�4L INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES I� 4' TAPCON ANCHORS '.A- TAPCON 1,4' TAPCON ANCHORS 1, 4- TAPCON ANCHORS OF 1), cc i it. 4 9" 0 c FIR 2* cc POURED CONCRETE POURED CONCRETE Ca CONCRETE OR CONCRETE POURED CONCRETE POURED CONCRETE BLOCK REQUIRED - "I OR CONCRETE I , 7 ON CONCRETE RECILPRED r-C 11 BLOCK REQUIRED BLOCK REQUIRED f C -1 - R ... I -1 ft. , I - ___ I I N", I ,7 1 " I I M. I E D. C-0. ED. E, D IF , . I ('Z i N_�,C/O",, � - - III - " T, : j : 'I q� I I - - TII " I I - - �, : - . . � j I I- - - � - INC I ,z _-a` - III, � I FAMAP_ r a -1 - a � , H 2-7 i I I - , I - " 1.), I' � - I., � 4 I AT � - I - - I I W L I I � voSTNq I I I � i 9 EXISTING t� x i Iti j : � _J : Gt.--,s -: J9 =-� I I ., I 1-9 � I 1 _- CLASS ,-' I ! � t4, I i i. I N I I d6 : I 1� R. : I i .-If , f I 'd . . � I I : ; 8 I i I I 9 I : : .1 , I I - � I I , I I ! a �- : � . � I . 11!iI . I I I 5' 3 ,I . j .,. . , I . E. . N . ,/.-. -,- I i �, , .� .., ,/.,-. I � .- ./.-; _,. - - 8 IF W ! I ,I 1 _ rmv� .PKA, ( I I I . I . � . I : ; i � i� � I I I ct i ! : I 1111� I M., I 11' , I - i � ED- I E D - *IiI;ii I ED. L. - , I L-C � 1111 �1: .E 't_L� . I I ,; TIULS/32' WING NUT WASHER , 7 '/ ..- 2N3/.-S s . s W/ , 1/4 0-2W/4-&S tvS, */ , I 7/8,.,3/32' WING NUT WASHER I 7/8 � I 6 12 1/2, CC (BEYOND) 1�� '. .3/32' ' , , I It , 8 ,E . 3/32, WING NUT - c _� ,� R 0 12 1/2' ac WASHER (BEYOND) 1_ ANCHORS ' TAPCON ANCHORS _ 1/1 ' TAPCON ANCHORS _i=ON 6 4 1/2- 0 C 6 1 1/2' 0 C * 4 1/2" 0 C (STAGGERED W/ STIA) (STAGGERED W1 STUD) 111I 4 1/2' 0 C POURED CONCRETE wOURED CDNCRM Po"RED CONCRETE �,UAEID DR CONCRETE BLOCK OR CONCRETE BLOCK OR CONCRETE OR CONCRETE BLOCK REOURED RFCQ*ED REQUIRE.- REQUIRED WALL INSTALLATION MOUNTING INSTALLATION WALL MOUN71ING INSTALLATION SECTION SECTION 36 " SEC71ON 48 0 REGULAR PANEL 0 UEE SAFETY PANEL 0 REGULAR PANEL 0 SAFETY PANEL SCALE 3/B--1- sc-Au 3/8-., - SCALE 3/s*-," SCALE 3/21'.1" ANCHORS O.C. BLOCK JI �� ,,,,,1 cusses`' I 1 ' f 4' TAPCON CONCRETE BLOCK MOUNTING INSTALLATION MOUNTING SECTION LIFE WALL WALL ME SHEET to A to `OR 11cw"S TYPE & MICRO "M Il.T. ", " WALLAID'S ADD *000 .-.-.-.-- Micat, - INAME BUILDING. - AARFOR, - .) 3 MINIMUM ANIMOR SPACIIIIIIS __ - ;PMR -__ (w-)- ---T- - ,DGE DISTANCE ARE NoCAtED - 1-6 � THAN! INDICATED ON .. -1 'a- vKN& III') - I- - - SO4EDM RMU1oj ANCHOR SPAcAIG BY IFLUTPLYPIC IPACWG SMDWw ON SCHEDULE Aclull. LA COME Mello fAcm IN, THE FOLLOWNG FACTORS FOR THIS OFICIATICIN 'O BE POSSIBLE. REDLIM , In- . SINDAK, OVIA"I USING 1110. SHALL MIT 2 1� - K UCSS THIN MINIMUM SPACINK, NINI rov EACM ANCHOA "PTE OA, rNS SCMECAAL Z. , I/,- - ( MID FOR ED LESS - -I- __ _L1 I I P DACE GALVANIZED - INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES I I 1 I- 1 1/4 . 0 TAPCON 0 S* O.C. I __ I � 1/4 . 0 TAPCON 0 6- CC I r- I I */I , , 12' MIN THREADEO i ! I W/I 1 12* MIN THREADED ; 1 I PEFFILMATION AT WOOD i F I ! I , PENETRATION AT WOOD . HEADER . I , HEADER ['..." I i, � I IT, I _ i _ I : I I "L 7 1 i I - ; Al"d3`1", I I � _ _ I _ I I ! . I - I -Mo. I - 7_ . WOOD I i r � - � _ I , WOOD HEAD " I REQUIRED ER _ ' REQUIRED , I - - ! M. 1 l I I a _ � -i _1_j 11z 'i I ! ,� Cwi �__ - -1 COW , 'i i , ii XL � I" N` I _ - I J, i L, I -, ,U_I_ I I I . QLAS!, I i I F 3VING � all %Ili, 'e) � I I - So-- -j ! , To, OFAI I , .I. - I ! 'I * UP. l- (svi scWo,UE - t INIEL LENGTH PANEL LEW.H EXTSIFNG ON SHICE, ,b) I I GLASS _! O,.,; i - -ft I ___1 i 1 7/8-it . 3132, i I I WING N ... , I � ! f , I . I ! IT 1 i � I i : I I � I , ; I ; � I . . I I i 1-1 1 6 EQ _ I I Ep , ! I : I I ! 2-.4^ WOW PLATE i I I . : 718 -. � 3/32' WING Nut -.4- WOOD PLATE 1 1 7/8"It I 3/32' WING NUT C 2 REQUIRED 0 6 ./.- 0 FFICAFRED 11 . . I WASHER 0 (BEYOND) : I PMEUhMTE PLUS � i 11-0 PMELAAtE PLUS i . ' ' 0715 t Fit . /'��' W" a _� MIN T�READED ,%E,pAT,;s ; MIN. TH. 6 NET; /11�. I AT MIDW01H OF PLATE I - i I .1 M(DWVDTH OF PLATE WALL UNTING INSTALLATION WALL ALTERNATNE RAW "'00 I 0 ,,, ALTERNATIVE 0 REGULAR PANEL .. - .. -, I ... 0 LIFE SAFETY PANEL SCALE 3/8'-!- ,I, .... .... . SCALE 1/8'" . . :? : . FLORIDA BUILDING CODE (High Velocity Hu, come Zone), Z WIS, No 441bi '. S PlFINK, .r"Ca Ilt: ' i * j 20 GAGE GALVANIZED STEEL STORM PANEL o,M:: . I I I WALLATIO S ARE OFAL = : * � , - = UP TO 45 5. -72 PSI Mo PANEL'S LENGTH UP TO 0'-B' , Thr � . � 0� ___dE0 - - '\ .viii/eint I ATE _-�.;LK, ' I GLOBAL PROTE � S ATE , 77 _� .1 \ CTION PRODUCTS, LLC. DATE I , , '-` . � _IFZ S. 5, STFIECT 2 FOR NEW WOOD FRAM CONISTRUIC'1,001 AWK, 2, W/ SPECIFIC DENSITY Of OR COJELI . M 0,1 e I IILIECO..c AD . ORI .� = rarrvix;j* rKon- DNAL m. MI. , �__ .10 SSF . . . III-176 , .A IIIlF - M. P� (_MSP. 1. (s�Im-.nT I 1, ; * 'V , i. . � -17 1 I'll V� u"I c.-cole", "`__ I � - -0-1: lr,- "Mu'" - ;�W__�--:_-] I I I"= L�l '44Y i - - - �'"-'--- HEADER CLASS (SEE 101 I 11,0*1 1/4-0- .- . - NOTE I SCE-) ' SS Y.5 (SEE I HASHER Ito-10 . A MOUNTING INSTALLATION 8BW Y VALID FOR BUILDINGS W11 AS D DESIGN LOADS 0 .. SATE WOOD MEMBERS IC BE SOUTKRN % �R" .� , , ` 0.55 RIME - Y/24 I, FCP) Nam 7 vCJWF) V/24 1, ( ) P/ om W/o M, (z) - 4'/241 ,A) Is" NOTE 2 KIM 2*/24 ii, V/24 1111, 5 j MOV, . i ,C,To= -.0ft SEE '. 'T Pfg-�, 1 ,A`"r�, r-.�----4------ , "NS25. FOR` ,060 ." __L_ - 3. - T 1, I , IAP. OF I I - OFF SHOT " . .- - / ... 2 - I - It - .. - - --- ------------- . r__� __ - if , " sI t.� _,(�, ;113*1 _= __-GsvE = ON sWF1 261- - EACH END of -7--�� __ " - , , 4 - , 4M F - - I,?- -i A - _1 --i�- M, � I i; _T _TT ----I---' � I i 4 l . I -r, .- �? 4 Im 1 -, I .] . I * . , ii �� ! �N I 4 � � I I 1 1 17 : , �11 : � ! I , . tT- ill-, �r . : I j � ! ! tl , . I I I � : � I I . I � I ' - I. ; PANEL)' Due, PmmL) I ITINOW -I) - ITITTERIO. PAREQ� : (WrUtFoat --"I (END PAWL) I ",I ; . 1 ,SCE Man z S. . Kim . ; I ! � 4 � I � I : ! - - 2r I ' - ,SEE A BELOWI SEE NOTE 4 � , I i , SEE 4071 2. 3, 4 BUD* 4 , -, ! I 1 I , ;! $� I 7: : !, j : I I i - I (q. i ; : ;� 411;7 - � : o -4!). I I _T4!7,__4, ,C,--7 :. :� I 4 : . I , ; ,)�:: �� .. I i I I I : I I I � j - . ac, ,,ML Ft/ I : i i ! ",/4. . =5 e�s W/ , .. 1 ! , ;/4'p.;/4' MS III/ 1 ! I : , 8 " / 1 : j 1 I � ! virs . � : I IV - I I i I I . t� 1 3 32 MI.C.U75 1 1 1 � I I 1 � , WE� 3 % IF . i � 1 a V OVICELAIT . I . IO % 'L' I I � j ,jT, I i I � i I . 1, , I. 7 , -, I l�� I I i, . . - I 1- --- -P T! I - - !1]` 1-i _-i� ;:j' -, I �1 � I - - L I I 17, 11 - L . -L � L I I I i. I - k -1 I _1 T-1 L= L�= 1 :,.�, -, . - - I . -- , - - _I__! ,- ___ _ __._-_ FAMIELMATE (tM) - - - SEX va �-Bayw "CoNcif" ANCHoes " - - (2Dr- � - __ __"� �11MUFAOA`_ -3, - I?'- - - Z, __ ___ - - mi-Dr, 3 - _� AT END LOCATED, ,/2. - S11 sc� /2 1 tcWTKAE, - sHLE,, 25. FOR .000 scale, - I.-- - BE SEE Man I (D./ OR ./O@, (D .411131"O. PAWLS -I,- I" (�) OR O`P!:.NO �- 010 ' LAST PANEL (D TO BE INSTALLED A' EACH TYPICAL ELEVATION FOR SERIM.. 20 i IF - PEN " AINAZ INSTALLED AT OPENING SMALL ALWAYS BE PROVIDED W/ -00 REAR .I.xu 10 1ACIL1. .KTE P:%'1Mm*0./ TYPICAL ELEVATION FOR $EpEg jQQQ ", 'ATIENDED TO SE INSTAI.,10 FROM I I- __ To &I ED FROM INSIDE OF STRUCTURE ! E-Z HANG I SYSTEM NIC CI6AA I � -1 sotur 3/32- . I- i : �� v 7 1 11DIVE 3/3r . I* -,/.. - cAp ,/4, - GAP I/.- iAI - - - 1'.. %. GAP -,'E - _j7 , �-_\-z- _' SECTION B-B I.- ""Am. SECTION A -A AT END 1ANCS) 1/32' . " W-FIES SCALE �Ili,El - I. 4.]Fq (1) PE0NI1T1Qb_QE_1EKS_=. L - 2 HANG STORM PANEL SYSTEM ,CONSISTING OF PANEL I (�nt AT TOP & PANELMAI FILN Or, IT LONG I9 Qff`!Nr,rAQN__Gf SYSTEM CONSISTING LF FANEL - AT BOTTOM W/ PANELVATES (21 Cord TRACKS TOP III BOTTOM. (2) END PANELS SHN'T ALWAYS BE TZ'NE TFLT6� -1:� AFE)LOT-TOM-EANS of . ,rD.PMELS SKALL ALWAYS BE CONNECTED 70 BOTTOM TRACK IEGF 0 . END PANELS CONT TE�SE To '74'%A HALL BE PROVIDED AT TOP OF SUCH PANELS SMALL BE /4-41-20.3/4 .S, W/ 7/8-:F,3/32- WING NUT OR 1/4-10-201r.wynk. ,THUMBSCREW INTO TAPPED 02 PT AS OF DESCRIBED ON NOTE (3) BELOW) 1/4- *-20X3/4- MS W/ 7/8-0 ,11LUBI (3) FOR CASES WHEN! END PANELS ARE USE JOINTLY / 15- LC�� INTO TAPPED BOTTOM TRACK LOCATION OF FASTENERS MAY BE AT EITHER OF two � * , q) AT (rOM OUT END PANELS ARE NOT CONNECTED TO BOTTOM STOP OAR EXTERIOR FLAT OF END PANEL SMALL BE PROVIDED AT TOP OF SUCH PAN" (4) :N CASE THAI END PANELS ARE NOT , IF A STOP BAR S END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY USING SPECS INDICATED ON NOTE (3) ABOVE IN SUCH CASE. CONNECt;ON OF F`ANELS MOUNTED TO EXISTING ty MAY BE USED JOIN AT BOTTOM ATTACHING BOTTOM TRACK TO WALL TO 9070 I! 5,l SEE SECTION 1', I & 4 ON S,4EV 24 SET. ANCHOR ON SHEET 25. Mitt EDGE DISTANCE FOR TH N.-St Ty-AtoR M`M_S USED JOCY ,,,Dut ECONNECTEE TRACK 2 IISIL/ t INQTEASELFD 1`14"'"'010 NUOC7 N QE To BE p 0 Tj S I % E LEFT & RIGHT SIDE OF ERIOR PANEL) HAVE 1"'��S ;" ..!tAt;;4,�', I.EI"', CVlTRL'A'DP'SXRCT'AJNpEAD BY , " 4 .. I/ 1I, �� �0� ... - ,,, ..-'� `%5? ]4 . \r,FN . S, ' FLORIDA BUILDING CODE (High Velocity H., can# Zom.)I . "O s : - . IF' -_ "WOo YLTECO. - ZO GAGE GALVANIZED STEEL : . = : NO.4 167 -, s = - , = _ z * '-. _ I )t , :E 04 � .. �-, _-� _; "/w In . - I � . STAT OF :,Qr - GLOBAL PROTECTION PRODUCTS U.C. TATE S.�P- It _.4 / 11LIECOm. \ "'. I Milim se 11 T"WEET .0 - , �r , "LLY, 'Teriel & ENGO"X CD MIT . - ,� b�, - . "I O IV"' .`4 --` IMINT, m. 3MI. ,A. , " � � �-�' " _-::._(1Z_J1._T= __LM__1_1I" PHONE ORH)__`!FI (O.M�m, 20-176 " C �7, - 71M Wi � 23 v a 0 ,,wKI III I WAIIIII -`SKAAT.AE/DATT IMLACIR A TKI .. FIE FLONDA, LIP & .16.1 I I (SEE L ) A, ., -:DB (SEE NOTE Min PCP I - . : , . I 60 % �- I - (END PAWL), wilmo; 41111- 1 il%FTERID� PAI 7 '(04TE" P�f)j I ' '(END N= 2. J. �,' ED I - i 1 `_-._..---`1. M ON � 2. litt OR I 1 EACH 10 STATE TRACKS TORN PANEL E-Z HANG STORM PANEL SYSTEM 5L&LS-2000 F - .7 NMO STORM PANEL OTHERWISE A STOP BAR PANELREATES OR, (EXCE i3j ir END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNEC-ON SI CONSIST 43/32- WING NUT OR 1/4'ft3/4' III,, ' FLANGES CONNECTED TO BOTTOM TRACK ( ONLY U!i6 AT TOP) Al ;EAST TWO PANELS SMALL BE CC44NECTED TO BOTTOM TIUMI (4) FOR INSTALLATIONS WHEN SILL TRAC K MEANS OF PMEJJAATES. ONE INTERIOR PANEL 4 TRACK MAT OCCUR At ANY PANEL LOCATION W/ TWO PANELMLATES F OWING LNG SHOWN 04 ELEVATION AND W1 3 112" SCHEDULE PANE . STORM PANEL .. , n SEE SHEET 1 4*4*M "M I/e. ,/.-. - PAKELeal F FOR&AWN20 rM0RdAN1W=MW CI & . ___ - . I FRAME SULDING - NeNtie, MINKINC 01) I I - "W '"".01 MINI "a "'N" ___ - - - !� (-) _ 3 - , SCHEDULE TO* LESS THAN 041CATED me M`,l INNIMA s,NA (-) I SCHEDULE tFUDECE ANCHOR SPACING W r: Muk"PILTec, SPA:iw; Ow SCHEDDLE AMA EA 11111011111: ommo By THE FOLLOWING FACTOM FOR THIS OPERATION TO BE POSSIBLE REDUCED , ,/It. -7 SPAC4G OBTAINED USIMIC FACTOR SMALL AI 7 qz 9.,15S THIN, __ SPACING INDICATED r . `N` '"C"C" II o" "" "Peaw I , ,p- I =_ Mw INSTALLATION SERIES (SCALE - 1 •,"- (TOTAL wor.COMPONENTS FOR ) 9- - 12 Soo' 50 --'i II • • �`' - W/ (� REVERSED "U" TRACK t - PANEL'S 6 - ( ' ATE GAGE GALVANIZED STEEL STORY PANEL S/' ,,�4L INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES I� 4' TAPCON ANCHORS '.A- TAPCON 1,4' TAPCON ANCHORS 1, 4- TAPCON ANCHORS OF 1), cc i it. 4 9" 0 c FIR 2* cc POURED CONCRETE POURED CONCRETE Ca CONCRETE OR CONCRETE POURED CONCRETE POURED CONCRETE BLOCK REQUIRED - "I OR CONCRETE I , 7 ON CONCRETE RECILPRED r-C 11 BLOCK REQUIRED BLOCK REQUIRED f C -1 - R ... I -1 ft. , I - ___ I I N", I ,7 1 " I I M. I E D. C-0. ED. E, D IF , . I ('Z i N_�,C/O",, � - - III - " T, : j : 'I q� I I - - TII " I I - - �, : - . . � j I I- - - � - INC I ,z _-a` - III, � I FAMAP_ r a -1 - a � , H 2-7 i I I - , I - " 1.), I' � - I., � 4 I AT � - I - - I I W L I I � voSTNq I I I � i 9 EXISTING t� x i Iti j : � _J : Gt.--,s -: J9 =-� I I ., I 1-9 � I 1 _- CLASS ,-' I ! � t4, I i i. I N I I d6 : I 1� R. : I i .-If , f I 'd . . � I I : ; 8 I i I I 9 I : : .1 , I I - � I I , I I ! a �- : � . � I . 11!iI . I I I 5' 3 ,I . j .,. . , I . E. . N . ,/.-. -,- I i �, , .� .., ,/.,-. I � .- ./.-; _,. - - 8 IF W ! I ,I 1 _ rmv� .PKA, ( I I I . I . � . I : ; i � i� � I I I ct i ! : I 1111� I M., I 11' , I - i � ED- I E D - *IiI;ii I ED. L. - , I L-C � 1111 �1: .E 't_L� . I I ,; TIULS/32' WING NUT WASHER , 7 '/ ..- 2N3/.-S s . s W/ , 1/4 0-2W/4-&S tvS, */ , I 7/8,.,3/32' WING NUT WASHER I 7/8 � I 6 12 1/2, CC (BEYOND) 1�� '. .3/32' ' , , I It , 8 ,E . 3/32, WING NUT - c _� ,� R 0 12 1/2' ac WASHER (BEYOND) 1_ ANCHORS ' TAPCON ANCHORS _ 1/1 ' TAPCON ANCHORS _i=ON 6 4 1/2- 0 C 6 1 1/2' 0 C * 4 1/2" 0 C (STAGGERED W/ STIA) (STAGGERED W1 STUD) 111I 4 1/2' 0 C POURED CONCRETE wOURED CDNCRM Po"RED CONCRETE �,UAEID DR CONCRETE BLOCK OR CONCRETE BLOCK OR CONCRETE OR CONCRETE BLOCK REOURED RFCQ*ED REQUIRE.- REQUIRED WALL INSTALLATION MOUNTING INSTALLATION WALL MOUN71ING INSTALLATION SECTION SECTION 36 " SEC71ON 48 0 REGULAR PANEL 0 UEE SAFETY PANEL 0 REGULAR PANEL 0 SAFETY PANEL SCALE 3/B--1- sc-Au 3/8-., - SCALE 3/s*-," SCALE 3/21'.1" ANCHORS O.C. BLOCK JI �� ,,,,,1 cusses`' I 1 ' f 4' TAPCON CONCRETE BLOCK MOUNTING INSTALLATION MOUNTING SECTION LIFE WALL WALL ME SHEET to A to `OR 11cw"S TYPE & MICRO "M Il.T. ", " WALLAID'S ADD *000 .-.-.-.-- Micat, - INAME BUILDING. - AARFOR, - .) 3 MINIMUM ANIMOR SPACIIIIIIS __ - ;PMR -__ (w-)- ---T- - ,DGE DISTANCE ARE NoCAtED - 1-6 � THAN! INDICATED ON .. -1 'a- vKN& III') - I- - - SO4EDM RMU1oj ANCHOR SPAcAIG BY IFLUTPLYPIC IPACWG SMDWw ON SCHEDULE Aclull. LA COME Mello fAcm IN, THE FOLLOWNG FACTORS FOR THIS OFICIATICIN 'O BE POSSIBLE. REDLIM , In- . SINDAK, OVIA"I USING 1110. SHALL MIT 2 1� - K UCSS THIN MINIMUM SPACINK, NINI rov EACM ANCHOA "PTE OA, rNS SCMECAAL Z. , I/,- - ( MID FOR ED LESS - -I- __ _L1 I I P DACE GALVANIZED - INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES I I 1 I- 1 1/4 . 0 TAPCON 0 S* O.C. I __ I � 1/4 . 0 TAPCON 0 6- CC I r- I I */I , , 12' MIN THREADEO i ! I W/I 1 12* MIN THREADED ; 1 I PEFFILMATION AT WOOD i F I ! I , PENETRATION AT WOOD . HEADER . I , HEADER ['..." I i, � I IT, I _ i _ I : I I "L 7 1 i I - ; Al"d3`1", I I � _ _ I _ I I ! . I - I -Mo. I - 7_ . WOOD I i r � - � _ I , WOOD HEAD " I REQUIRED ER _ ' REQUIRED , I - - ! M. 1 l I I a _ � -i _1_j 11z 'i I ! ,� Cwi �__ - -1 COW , 'i i , ii XL � I" N` I _ - I J, i L, I -, ,U_I_ I I I . QLAS!, I i I F 3VING � all %Ili, 'e) � I I - So-- -j ! , To, OFAI I , .I. - I ! 'I * UP. l- (svi scWo,UE - t INIEL LENGTH PANEL LEW.H EXTSIFNG ON SHICE, ,b) I I GLASS _! O,.,; i - -ft I ___1 i 1 7/8-it . 3132, i I I WING N ... , I � ! f , I . I ! IT 1 i � I i : I I � I , ; I ; � I . . I I i 1-1 1 6 EQ _ I I Ep , ! I : I I ! 2-.4^ WOW PLATE i I I . : 718 -. � 3/32' WING Nut -.4- WOOD PLATE 1 1 7/8"It I 3/32' WING NUT C 2 REQUIRED 0 6 ./.- 0 FFICAFRED 11 . . I WASHER 0 (BEYOND) : I PMEUhMTE PLUS � i 11-0 PMELAAtE PLUS i . ' ' 0715 t Fit . /'��' W" a _� MIN T�READED ,%E,pAT,;s ; MIN. TH. 6 NET; /11�. I AT MIDW01H OF PLATE I - i I .1 M(DWVDTH OF PLATE WALL UNTING INSTALLATION WALL ALTERNATNE RAW "'00 I 0 ,,, ALTERNATIVE 0 REGULAR PANEL .. - .. -, I ... 0 LIFE SAFETY PANEL SCALE 3/8'-!- ,I, .... .... . SCALE 1/8'" . . :? : . FLORIDA BUILDING CODE (High Velocity Hu, come Zone), Z WIS, No 441bi '. S PlFINK, .r"Ca Ilt: ' i * j 20 GAGE GALVANIZED STEEL STORM PANEL o,M:: . I I I WALLATIO S ARE OFAL = : * � , - = UP TO 45 5. -72 PSI Mo PANEL'S LENGTH UP TO 0'-B' , Thr � . � 0� ___dE0 - - '\ .viii/eint I ATE _-�.;LK, ' I GLOBAL PROTE � S ATE , 77 _� .1 \ CTION PRODUCTS, LLC. DATE I , , '-` . � _IFZ S. 5, STFIECT 2 FOR NEW WOOD FRAM CONISTRUIC'1,001 AWK, 2, W/ SPECIFIC DENSITY Of OR COJELI . M 0,1 e I IILIECO..c AD . ORI .� = rarrvix;j* rKon- DNAL m. MI. , �__ .10 SSF . . . III-176 , .A IIIlF - M. P� (_MSP. 1. (s�Im-.nT I 1, ; * 'V , i. . � -17 1 I'll V� u"I c.-cole", "`__ I � - -0-1: lr,- "Mu'" - ;�W__�--:_-] I I I"= L�l '44Y i - - - �'"-'--- HEADER CLASS (SEE 101 I 11,0*1 1/4-0- .- . - NOTE I SCE-) ' SS Y.5 (SEE I HASHER Ito-10 . A MOUNTING INSTALLATION 8BW Y VALID FOR BUILDINGS W11 AS D DESIGN LOADS 0 .. SATE WOOD MEMBERS IC BE SOUTKRN % �R" .� , , ` 0.55 RIME - Y/24 I, FCP) Nam 7 vCJWF) V/24 1, ( ) P/ om W/o M, (z) - 4'/241 ,A) Is" NOTE 2 KIM 2*/24 ii, V/24 1111, 5 j MOV, . i ,C,To= -.0ft SEE '. 'T Pfg-�, 1 ,A`"r�, r-.�----4------ , "NS25. FOR` ,060 ." __L_ - 3. - T 1, I , IAP. OF I I - OFF SHOT " . .- - / ... 2 - I - It - .. - - --- ------------- . r__� __ - if , " sI t.� _,(�, ;113*1 _= __-GsvE = ON sWF1 261- - EACH END of -7--�� __ " - , , 4 - , 4M F - - I,?- -i A - _1 --i�- M, � I i; _T _TT ----I---' � I i 4 l . I -r, .- �? 4 Im 1 -, I .] . I * . , ii �� ! �N I 4 � � I I 1 1 17 : , �11 : � ! I , . tT- ill-, �r . : I j � ! ! tl , . I I I � : � I I . I � I ' - I. ; PANEL)' Due, PmmL) I ITINOW -I) - ITITTERIO. PAREQ� : (WrUtFoat --"I (END PAWL) I ",I ; . 1 ,SCE Man z S. . Kim . ; I ! � 4 � I � I : ! - - 2r I ' - ,SEE A BELOWI SEE NOTE 4 � , I i , SEE 4071 2. 3, 4 BUD* 4 , -, ! I 1 I , ;! $� I 7: : !, j : I I i - I (q. i ; : ;� 411;7 - � : o -4!). I I _T4!7,__4, ,C,--7 :. :� I 4 : . I , ; ,)�:: �� .. I i I I I : I I I � j - . ac, ,,ML Ft/ I : i i ! ",/4. . =5 e�s W/ , .. 1 ! , ;/4'p.;/4' MS III/ 1 ! I : , 8 " / 1 : j 1 I � ! virs . � : I IV - I I i I I . t� 1 3 32 MI.C.U75 1 1 1 � I I 1 � , WE� 3 % IF . i � 1 a V OVICELAIT . I . IO % 'L' I I � j ,jT, I i I � i I . 1, , I. 7 , -, I l�� I I i, . . - I 1- --- -P T! I - - !1]` 1-i _-i� ;:j' -, I �1 � I - - L I I 17, 11 - L . -L � L I I I i. I - k -1 I _1 T-1 L= L�= 1 :,.�, -, . - - I . -- , - - _I__! ,- ___ _ __._-_ FAMIELMATE (tM) - - - SEX va �-Bayw "CoNcif" ANCHoes " - - (2Dr- � - __ __"� �11MUFAOA`_ -3, - I?'- - - Z, __ ___ - - mi-Dr, 3 - _� AT END LOCATED, ,/2. - S11 sc� /2 1 tcWTKAE, - sHLE,, 25. FOR .000 scale, - I.-- - BE SEE Man I (D./ OR ./O@, (D .411131"O. PAWLS -I,- I" (�) OR O`P!:.NO �- 010 ' LAST PANEL (D TO BE INSTALLED A' EACH TYPICAL ELEVATION FOR SERIM.. 20 i IF - PEN " AINAZ INSTALLED AT OPENING SMALL ALWAYS BE PROVIDED W/ -00 REAR .I.xu 10 1ACIL1. .KTE P:%'1Mm*0./ TYPICAL ELEVATION FOR $EpEg jQQQ ", 'ATIENDED TO SE INSTAI.,10 FROM I I- __ To &I ED FROM INSIDE OF STRUCTURE ! E-Z HANG I SYSTEM NIC CI6AA I � -1 sotur 3/32- . I- i : �� v 7 1 11DIVE 3/3r . I* -,/.. - cAp ,/4, - GAP I/.- iAI - - - 1'.. %. GAP -,'E - _j7 , �-_\-z- _' SECTION B-B I.- ""Am. SECTION A -A AT END 1ANCS) 1/32' . " W-FIES SCALE �Ili,El - I. 4.]Fq (1) PE0NI1T1Qb_QE_1EKS_=. L - 2 HANG STORM PANEL SYSTEM ,CONSISTING OF PANEL I (�nt AT TOP & PANELMAI FILN Or, IT LONG I9 Qff`!Nr,rAQN__Gf SYSTEM CONSISTING LF FANEL - AT BOTTOM W/ PANELVATES (21 Cord TRACKS TOP III BOTTOM. (2) END PANELS SHN'T ALWAYS BE TZ'NE TFLT6� -1:� AFE)LOT-TOM-EANS of . ,rD.PMELS SKALL ALWAYS BE CONNECTED 70 BOTTOM TRACK IEGF 0 . END PANELS CONT TE�SE To '74'%A HALL BE PROVIDED AT TOP OF SUCH PANELS SMALL BE /4-41-20.3/4 .S, W/ 7/8-:F,3/32- WING NUT OR 1/4-10-201r.wynk. ,THUMBSCREW INTO TAPPED 02 PT AS OF DESCRIBED ON NOTE (3) BELOW) 1/4- *-20X3/4- MS W/ 7/8-0 ,11LUBI (3) FOR CASES WHEN! END PANELS ARE USE JOINTLY / 15- LC�� INTO TAPPED BOTTOM TRACK LOCATION OF FASTENERS MAY BE AT EITHER OF two � * , q) AT (rOM OUT END PANELS ARE NOT CONNECTED TO BOTTOM STOP OAR EXTERIOR FLAT OF END PANEL SMALL BE PROVIDED AT TOP OF SUCH PAN" (4) :N CASE THAI END PANELS ARE NOT , IF A STOP BAR S END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY USING SPECS INDICATED ON NOTE (3) ABOVE IN SUCH CASE. CONNECt;ON OF F`ANELS MOUNTED TO EXISTING ty MAY BE USED JOIN AT BOTTOM ATTACHING BOTTOM TRACK TO WALL TO 9070 I! 5,l SEE SECTION 1', I & 4 ON S,4EV 24 SET. ANCHOR ON SHEET 25. Mitt EDGE DISTANCE FOR TH N.-St Ty-AtoR M`M_S USED JOCY ,,,Dut ECONNECTEE TRACK 2 IISIL/ t INQTEASELFD 1`14"'"'010 NUOC7 N QE To BE p 0 Tj S I % E LEFT & RIGHT SIDE OF ERIOR PANEL) HAVE 1"'��S ;" ..!tAt;;4,�', I.EI"', CVlTRL'A'DP'SXRCT'AJNpEAD BY , " 4 .. I/ 1I, �� �0� ... - ,,, ..-'� `%5? ]4 . \r,FN . S, ' FLORIDA BUILDING CODE (High Velocity H., can# Zom.)I . "O s : - . IF' -_ "WOo YLTECO. - ZO GAGE GALVANIZED STEEL : . = : NO.4 167 -, s = - , = _ z * '-. _ I )t , :E 04 � .. �-, _-� _; "/w In . - I � . STAT OF :,Qr - GLOBAL PROTECTION PRODUCTS U.C. TATE S.�P- It _.4 / 11LIECOm. \ "'. I Milim se 11 T"WEET .0 - , �r , "LLY, 'Teriel & ENGO"X CD MIT . - ,� b�, - . "I O IV"' .`4 --` IMINT, m. 3MI. ,A. , " � � �-�' " _-::._(1Z_J1._T= __LM__1_1I" PHONE ORH)__`!FI (O.M�m, 20-176 " C �7, - 71M Wi � 23 v a 0 ,,wKI III I WAIIIII -`SKAAT.AE/DATT IMLACIR A TKI .. FIE FLONDA, LIP & .16.1 I I (SEE L ) A, ., -:DB (SEE NOTE Min PCP I - . : , . I 60 % �- I - (END PAWL), wilmo; 41111- 1 il%FTERID� PAI 7 '(04TE" P�f)j I ' '(END N= 2. J. �,' ED I - i 1 `_-._..---`1. M ON � 2. litt OR I 1 EACH 10 STATE TRACKS TORN PANEL E-Z HANG STORM PANEL SYSTEM 5L&LS-2000 F - .7 NMO STORM PANEL OTHERWISE A STOP BAR PANELREATES OR, (EXCE i3j ir END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNEC-ON SI CONSIST 43/32- WING NUT OR 1/4'ft3/4' III,, ' FLANGES CONNECTED TO BOTTOM TRACK ( ONLY U!i6 AT TOP) Al ;EAST TWO PANELS SMALL BE CC44NECTED TO BOTTOM TIUMI (4) FOR INSTALLATIONS WHEN SILL TRAC K MEANS OF PMEJJAATES. ONE INTERIOR PANEL 4 TRACK MAT OCCUR At ANY PANEL LOCATION W/ TWO PANELMLATES F OWING LNG SHOWN 04 ELEVATION AND W1 3 112" SCHEDULE PANE . STORM PANEL .. , n SEE SHEET 1 4*4*M "M I/e. ,/.-. - PAKELeal F FOR&AWN20 rM0RdAN1W=MW CI & . ___ - . I FRAME SULDING - NeNtie, MINKINC 01) I I - "W '"".01 MINI "a "'N" ___ - - - !� (-) _ 3 - , SCHEDULE TO* LESS THAN 041CATED me M`,l INNIMA s,NA (-) I SCHEDULE tFUDECE ANCHOR SPACING W r: Muk"PILTec, SPA:iw; Ow SCHEDDLE AMA EA 11111011111: ommo By THE FOLLOWING FACTOM FOR THIS OPERATION TO BE POSSIBLE REDUCED , ,/It. -7 SPAC4G OBTAINED USIMIC FACTOR SMALL AI 7 qz 9.,15S THIN, __ SPACING INDICATED r . `N` '"C"C" II o" "" "Peaw I , ,p- I =_ Mw INSTALLATION ANCHORS O.C. BLOCK JI �� ,,,,,1 cusses`' I 1 ' f 4' TAPCON CONCRETE BLOCK MOUNTING INSTALLATION MOUNTING SECTION LIFE WALL WALL ME SHEET to A to `OR 11cw"S TYPE & MICRO "M Il.T. ", " WALLAID'S ADD *000 .-.-.-.-- Micat, - INAME BUILDING. - AARFOR, - .) 3 MINIMUM ANIMOR SPACIIIIIIS __ - ;PMR -__ (w-)- ---T- - ,DGE DISTANCE ARE NoCAtED - 1-6 � THAN! INDICATED ON .. -1 'a- vKN& III') - I- - - SO4EDM RMU1oj ANCHOR SPAcAIG BY IFLUTPLYPIC IPACWG SMDWw ON SCHEDULE Aclull. LA COME Mello fAcm IN, THE FOLLOWNG FACTORS FOR THIS OFICIATICIN 'O BE POSSIBLE. REDLIM , In- . SINDAK, OVIA"I USING 1110. SHALL MIT 2 1� - K UCSS THIN MINIMUM SPACINK, NINI rov EACM ANCHOA "PTE OA, rNS SCMECAAL Z. , I/,- - ( MID FOR ED LESS - -I- __ _L1 I I P DACE GALVANIZED - INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES I I 1 I- 1 1/4 . 0 TAPCON 0 S* O.C. I __ I � 1/4 . 0 TAPCON 0 6- CC I r- I I */I , , 12' MIN THREADEO i ! I W/I 1 12* MIN THREADED ; 1 I PEFFILMATION AT WOOD i F I ! I , PENETRATION AT WOOD . HEADER . I , HEADER ['..." I i, � I IT, I _ i _ I : I I "L 7 1 i I - ; Al"d3`1", I I � _ _ I _ I I ! . I - I -Mo. I - 7_ . WOOD I i r � - � _ I , WOOD HEAD " I REQUIRED ER _ ' REQUIRED , I - - ! M. 1 l I I a _ � -i _1_j 11z 'i I ! ,� Cwi �__ - -1 COW , 'i i , ii XL � I" N` I _ - I J, i L, I -, ,U_I_ I I I . QLAS!, I i I F 3VING � all %Ili, 'e) � I I - So-- -j ! , To, OFAI I , .I. - I ! 'I * UP. l- (svi scWo,UE - t INIEL LENGTH PANEL LEW.H EXTSIFNG ON SHICE, ,b) I I GLASS _! O,.,; i - -ft I ___1 i 1 7/8-it . 3132, i I I WING N ... , I � ! f , I . I ! IT 1 i � I i : I I � I , ; I ; � I . . I I i 1-1 1 6 EQ _ I I Ep , ! I : I I ! 2-.4^ WOW PLATE i I I . : 718 -. � 3/32' WING Nut -.4- WOOD PLATE 1 1 7/8"It I 3/32' WING NUT C 2 REQUIRED 0 6 ./.- 0 FFICAFRED 11 . . I WASHER 0 (BEYOND) : I PMEUhMTE PLUS � i 11-0 PMELAAtE PLUS i . ' ' 0715 t Fit . /'��' W" a _� MIN T�READED ,%E,pAT,;s ; MIN. TH. 6 NET; /11�. I AT MIDW01H OF PLATE I - i I .1 M(DWVDTH OF PLATE WALL UNTING INSTALLATION WALL ALTERNATNE RAW "'00 I 0 ,,, ALTERNATIVE 0 REGULAR PANEL .. - .. -, I ... 0 LIFE SAFETY PANEL SCALE 3/8'-!- ,I, .... .... . SCALE 1/8'" . . :? : . FLORIDA BUILDING CODE (High Velocity Hu, come Zone), Z WIS, No 441bi '. S PlFINK, .r"Ca Ilt: ' i * j 20 GAGE GALVANIZED STEEL STORM PANEL o,M:: . I I I WALLATIO S ARE OFAL = : * � , - = UP TO 45 5. -72 PSI Mo PANEL'S LENGTH UP TO 0'-B' , Thr � . � 0� ___dE0 - - '\ .viii/eint I ATE _-�.;LK, ' I GLOBAL PROTE � S ATE , 77 _� .1 \ CTION PRODUCTS, LLC. DATE I , , '-` . � _IFZ S. 5, STFIECT 2 FOR NEW WOOD FRAM CONISTRUIC'1,001 AWK, 2, W/ SPECIFIC DENSITY Of OR COJELI . M 0,1 e I IILIECO..c AD . ORI .� = rarrvix;j* rKon- DNAL m. MI. , �__ .10 SSF . . . III-176 , .A IIIlF - M. P� (_MSP. 1. (s�Im-.nT I 1, ; * 'V , i. . � -17 1 I'll V� u"I c.-cole", "`__ I � - -0-1: lr,- "Mu'" - ;�W__�--:_-] I I I"= L�l '44Y i - - - �'"-'--- HEADER CLASS (SEE 101 I 11,0*1 1/4-0- .- . - NOTE I SCE-) ' SS Y.5 (SEE I HASHER Ito-10 . A MOUNTING INSTALLATION 8BW Y VALID FOR BUILDINGS W11 AS D DESIGN LOADS 0 .. SATE WOOD MEMBERS IC BE SOUTKRN % �R" .� , , ` 0.55 RIME - Y/24 I, FCP) Nam 7 vCJWF) V/24 1, ( ) P/ om W/o M, (z) - 4'/241 ,A) Is" NOTE 2 KIM 2*/24 ii, V/24 1111, 5 j MOV, . i ,C,To= -.0ft SEE '. 'T Pfg-�, 1 ,A`"r�, r-.�----4------ , "NS25. FOR` ,060 ." __L_ - 3. - T 1, I , IAP. OF I I - OFF SHOT " . .- - / ... 2 - I - It - .. - - --- ------------- . r__� __ - if , " sI t.� _,(�, ;113*1 _= __-GsvE = ON sWF1 261- - EACH END of -7--�� __ " - , , 4 - , 4M F - - I,?- -i A - _1 --i�- M, � I i; _T _TT ----I---' � I i 4 l . I -r, .- �? 4 Im 1 -, I .] . I * . , ii �� ! �N I 4 � � I I 1 1 17 : , �11 : � ! I , . tT- ill-, �r . : I j � ! ! tl , . I I I � : � I I . I � I ' - I. ; PANEL)' Due, PmmL) I ITINOW -I) - ITITTERIO. PAREQ� : (WrUtFoat --"I (END PAWL) I ",I ; . 1 ,SCE Man z S. . Kim . ; I ! � 4 � I � I : ! - - 2r I ' - ,SEE A BELOWI SEE NOTE 4 � , I i , SEE 4071 2. 3, 4 BUD* 4 , -, ! I 1 I , ;! $� I 7: : !, j : I I i - I (q. i ; : ;� 411;7 - � : o -4!). I I _T4!7,__4, ,C,--7 :. :� I 4 : . I , ; ,)�:: �� .. I i I I I : I I I � j - . ac, ,,ML Ft/ I : i i ! ",/4. . =5 e�s W/ , .. 1 ! , ;/4'p.;/4' MS III/ 1 ! I : , 8 " / 1 : j 1 I � ! virs . � : I IV - I I i I I . t� 1 3 32 MI.C.U75 1 1 1 � I I 1 � , WE� 3 % IF . i � 1 a V OVICELAIT . I . IO % 'L' I I � j ,jT, I i I � i I . 1, , I. 7 , -, I l�� I I i, . . - I 1- --- -P T! I - - !1]` 1-i _-i� ;:j' -, I �1 � I - - L I I 17, 11 - L . -L � L I I I i. I - k -1 I _1 T-1 L= L�= 1 :,.�, -, . - - I . -- , - - _I__! ,- ___ _ __._-_ FAMIELMATE (tM) - - - SEX va �-Bayw "CoNcif" ANCHoes " - - (2Dr- � - __ __"� �11MUFAOA`_ -3, - I?'- - - Z, __ ___ - - mi-Dr, 3 - _� AT END LOCATED, ,/2. - S11 sc� /2 1 tcWTKAE, - sHLE,, 25. FOR .000 scale, - I.-- - BE SEE Man I (D./ OR ./O@, (D .411131"O. PAWLS -I,- I" (�) OR O`P!:.NO �- 010 ' LAST PANEL (D TO BE INSTALLED A' EACH TYPICAL ELEVATION FOR SERIM.. 20 i IF - PEN " AINAZ INSTALLED AT OPENING SMALL ALWAYS BE PROVIDED W/ -00 REAR .I.xu 10 1ACIL1. .KTE P:%'1Mm*0./ TYPICAL ELEVATION FOR $EpEg jQQQ ", 'ATIENDED TO SE INSTAI.,10 FROM I I- __ To &I ED FROM INSIDE OF STRUCTURE ! E-Z HANG I SYSTEM NIC CI6AA I � -1 sotur 3/32- . I- i : �� v 7 1 11DIVE 3/3r . I* -,/.. - cAp ,/4, - GAP I/.- iAI - - - 1'.. %. GAP -,'E - _j7 , �-_\-z- _' SECTION B-B I.- ""Am. SECTION A -A AT END 1ANCS) 1/32' . " W-FIES SCALE �Ili,El - I. 4.]Fq (1) PE0NI1T1Qb_QE_1EKS_=. L - 2 HANG STORM PANEL SYSTEM ,CONSISTING OF PANEL I (�nt AT TOP & PANELMAI FILN Or, IT LONG I9 Qff`!Nr,rAQN__Gf SYSTEM CONSISTING LF FANEL - AT BOTTOM W/ PANELVATES (21 Cord TRACKS TOP III BOTTOM. (2) END PANELS SHN'T ALWAYS BE TZ'NE TFLT6� -1:� AFE)LOT-TOM-EANS of . ,rD.PMELS SKALL ALWAYS BE CONNECTED 70 BOTTOM TRACK IEGF 0 . END PANELS CONT TE�SE To '74'%A HALL BE PROVIDED AT TOP OF SUCH PANELS SMALL BE /4-41-20.3/4 .S, W/ 7/8-:F,3/32- WING NUT OR 1/4-10-201r.wynk. ,THUMBSCREW INTO TAPPED 02 PT AS OF DESCRIBED ON NOTE (3) BELOW) 1/4- *-20X3/4- MS W/ 7/8-0 ,11LUBI (3) FOR CASES WHEN! END PANELS ARE USE JOINTLY / 15- LC�� INTO TAPPED BOTTOM TRACK LOCATION OF FASTENERS MAY BE AT EITHER OF two � * , q) AT (rOM OUT END PANELS ARE NOT CONNECTED TO BOTTOM STOP OAR EXTERIOR FLAT OF END PANEL SMALL BE PROVIDED AT TOP OF SUCH PAN" (4) :N CASE THAI END PANELS ARE NOT , IF A STOP BAR S END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY USING SPECS INDICATED ON NOTE (3) ABOVE IN SUCH CASE. CONNECt;ON OF F`ANELS MOUNTED TO EXISTING ty MAY BE USED JOIN AT BOTTOM ATTACHING BOTTOM TRACK TO WALL TO 9070 I! 5,l SEE SECTION 1', I & 4 ON S,4EV 24 SET. ANCHOR ON SHEET 25. Mitt EDGE DISTANCE FOR TH N.-St Ty-AtoR M`M_S USED JOCY ,,,Dut ECONNECTEE TRACK 2 IISIL/ t INQTEASELFD 1`14"'"'010 NUOC7 N QE To BE p 0 Tj S I % E LEFT & RIGHT SIDE OF ERIOR PANEL) HAVE 1"'��S ;" ..!tAt;;4,�', I.EI"', CVlTRL'A'DP'SXRCT'AJNpEAD BY , " 4 .. I/ 1I, �� �0� ... - ,,, ..-'� `%5? ]4 . \r,FN . S, ' FLORIDA BUILDING CODE (High Velocity H., can# Zom.)I . "O s : - . IF' -_ "WOo YLTECO. - ZO GAGE GALVANIZED STEEL : . = : NO.4 167 -, s = - , = _ z * '-. _ I )t , :E 04 � .. �-, _-� _; "/w In . - I � . STAT OF :,Qr - GLOBAL PROTECTION PRODUCTS U.C. TATE S.�P- It _.4 / 11LIECOm. \ "'. I Milim se 11 T"WEET .0 - , �r , "LLY, 'Teriel & ENGO"X CD MIT . - ,� b�, - . "I O IV"' .`4 --` IMINT, m. 3MI. ,A. , " � � �-�' " _-::._(1Z_J1._T= __LM__1_1I" PHONE ORH)__`!FI (O.M�m, 20-176 " C �7, - 71M Wi � 23 v a 0 ,,wKI III I WAIIIII -`SKAAT.AE/DATT IMLACIR A TKI .. FIE FLONDA, LIP & .16.1 I I (SEE L ) A, ., -:DB (SEE NOTE Min PCP I - . : , . I 60 % �- I - (END PAWL), wilmo; 41111- 1 il%FTERID� PAI 7 '(04TE" P�f)j I ' '(END N= 2. J. �,' ED I - i 1 `_-._..---`1. M ON � 2. litt OR I 1 EACH 10 STATE TRACKS TORN PANEL E-Z HANG STORM PANEL SYSTEM 5L&LS-2000 F - .7 NMO STORM PANEL OTHERWISE A STOP BAR PANELREATES OR, (EXCE i3j ir END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNEC-ON SI CONSIST 43/32- WING NUT OR 1/4'ft3/4' III,, ' FLANGES CONNECTED TO BOTTOM TRACK ( ONLY U!i6 AT TOP) Al ;EAST TWO PANELS SMALL BE CC44NECTED TO BOTTOM TIUMI (4) FOR INSTALLATIONS WHEN SILL TRAC K MEANS OF PMEJJAATES. ONE INTERIOR PANEL 4 TRACK MAT OCCUR At ANY PANEL LOCATION W/ TWO PANELMLATES F OWING LNG SHOWN 04 ELEVATION AND W1 3 112" SCHEDULE PANE . STORM PANEL .. , n SEE SHEET 1 4*4*M "M I/e. ,/.-. - PAKELeal F FOR&AWN20 rM0RdAN1W=MW CI & . ___ - . I FRAME SULDING - NeNtie, MINKINC 01) I I - "W '"".01 MINI "a "'N" ___ - - - !� (-) _ 3 - , SCHEDULE TO* LESS THAN 041CATED me M`,l INNIMA s,NA (-) I SCHEDULE tFUDECE ANCHOR SPACING W r: Muk"PILTec, SPA:iw; Ow SCHEDDLE AMA EA 11111011111: ommo By THE FOLLOWING FACTOM FOR THIS OPERATION TO BE POSSIBLE REDUCED , ,/It. -7 SPAC4G OBTAINED USIMIC FACTOR SMALL AI 7 qz 9.,15S THIN, __ SPACING INDICATED r . `N` '"C"C" II o" "" "Peaw I , ,p- I =_ Mw INSTALLATION DACE GALVANIZED - INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES I I 1 I- 1 1/4 . 0 TAPCON 0 S* O.C. I __ I � 1/4 . 0 TAPCON 0 6- CC I r- I I */I , , 12' MIN THREADEO i ! I W/I 1 12* MIN THREADED ; 1 I PEFFILMATION AT WOOD i F I ! I , PENETRATION AT WOOD . HEADER . I , HEADER ['..." I i, � I IT, I _ i _ I : I I "L 7 1 i I - ; Al"d3`1", I I � _ _ I _ I I ! . I - I -Mo. I - 7_ . WOOD I i r � - � _ I , WOOD HEAD " I REQUIRED ER _ ' REQUIRED , I - - ! M. 1 l I I a _ � -i _1_j 11z 'i I ! ,� Cwi �__ - -1 COW , 'i i , ii XL � I" N` I _ - I J, i L, I -, ,U_I_ I I I . QLAS!, I i I F 3VING � all %Ili, 'e) � I I - So-- -j ! , To, OFAI I , .I. - I ! 'I * UP. l- (svi scWo,UE - t INIEL LENGTH PANEL LEW.H EXTSIFNG ON SHICE, ,b) I I GLASS _! O,.,; i - -ft I ___1 i 1 7/8-it . 3132, i I I WING N ... , I � ! f , I . I ! IT 1 i � I i : I I � I , ; I ; � I . . I I i 1-1 1 6 EQ _ I I Ep , ! I : I I ! 2-.4^ WOW PLATE i I I . : 718 -. � 3/32' WING Nut -.4- WOOD PLATE 1 1 7/8"It I 3/32' WING NUT C 2 REQUIRED 0 6 ./.- 0 FFICAFRED 11 . . I WASHER 0 (BEYOND) : I PMEUhMTE PLUS � i 11-0 PMELAAtE PLUS i . ' ' 0715 t Fit . /'��' W" a _� MIN T�READED ,%E,pAT,;s ; MIN. TH. 6 NET; /11�. I AT MIDW01H OF PLATE I - i I .1 M(DWVDTH OF PLATE WALL UNTING INSTALLATION WALL ALTERNATNE RAW "'00 I 0 ,,, ALTERNATIVE 0 REGULAR PANEL .. - .. -, I ... 0 LIFE SAFETY PANEL SCALE 3/8'-!- ,I, .... .... . SCALE 1/8'" . . :? : . FLORIDA BUILDING CODE (High Velocity Hu, come Zone), Z WIS, No 441bi '. S PlFINK, .r"Ca Ilt: ' i * j 20 GAGE GALVANIZED STEEL STORM PANEL o,M:: . I I I WALLATIO S ARE OFAL = : * � , - = UP TO 45 5. -72 PSI Mo PANEL'S LENGTH UP TO 0'-B' , Thr � . � 0� ___dE0 - - '\ .viii/eint I ATE _-�.;LK, ' I GLOBAL PROTE � S ATE , 77 _� .1 \ CTION PRODUCTS, LLC. DATE I , , '-` . � _IFZ S. 5, STFIECT 2 FOR NEW WOOD FRAM CONISTRUIC'1,001 AWK, 2, W/ SPECIFIC DENSITY Of OR COJELI . M 0,1 e I IILIECO..c AD . ORI .� = rarrvix;j* rKon- DNAL m. MI. , �__ .10 SSF . . . III-176 , .A IIIlF - M. P� (_MSP. 1. (s�Im-.nT I 1, ; * 'V , i. . � -17 1 I'll V� u"I c.-cole", "`__ I � - -0-1: lr,- "Mu'" - ;�W__�--:_-] I I I"= L�l '44Y i - - - �'"-'--- HEADER CLASS (SEE 101 I 11,0*1 1/4-0- .- . - NOTE I SCE-) ' SS Y.5 (SEE I HASHER Ito-10 . A MOUNTING INSTALLATION 8BW Y VALID FOR BUILDINGS W11 AS D DESIGN LOADS 0 .. SATE WOOD MEMBERS IC BE SOUTKRN % �R" .� , , ` 0.55 RIME - Y/24 I, FCP) Nam 7 vCJWF) V/24 1, ( ) P/ om W/o M, (z) - 4'/241 ,A) Is" NOTE 2 KIM 2*/24 ii, V/24 1111, 5 j MOV, . i ,C,To= -.0ft SEE '. 'T Pfg-�, 1 ,A`"r�, r-.�----4------ , "NS25. FOR` ,060 ." __L_ - 3. - T 1, I , IAP. OF I I - OFF SHOT " . .- - / ... 2 - I - It - .. - - --- ------------- . r__� __ - if , " sI t.� _,(�, ;113*1 _= __-GsvE = ON sWF1 261- - EACH END of -7--�� __ " - , , 4 - , 4M F - - I,?- -i A - _1 --i�- M, � I i; _T _TT ----I---' � I i 4 l . I -r, .- �? 4 Im 1 -, I .] . I * . , ii �� ! �N I 4 � � I I 1 1 17 : , �11 : � ! I , . tT- ill-, �r . : I j � ! ! tl , . I I I � : � I I . I � I ' - I. ; PANEL)' Due, PmmL) I ITINOW -I) - ITITTERIO. PAREQ� : (WrUtFoat --"I (END PAWL) I ",I ; . 1 ,SCE Man z S. . Kim . ; I ! � 4 � I � I : ! - - 2r I ' - ,SEE A BELOWI SEE NOTE 4 � , I i , SEE 4071 2. 3, 4 BUD* 4 , -, ! I 1 I , ;! $� I 7: : !, j : I I i - I (q. i ; : ;� 411;7 - � : o -4!). I I _T4!7,__4, ,C,--7 :. :� I 4 : . I , ; ,)�:: �� .. I i I I I : I I I � j - . ac, ,,ML Ft/ I : i i ! ",/4. . =5 e�s W/ , .. 1 ! , ;/4'p.;/4' MS III/ 1 ! I : , 8 " / 1 : j 1 I � ! virs . � : I IV - I I i I I . t� 1 3 32 MI.C.U75 1 1 1 � I I 1 � , WE� 3 % IF . i � 1 a V OVICELAIT . I . IO % 'L' I I � j ,jT, I i I � i I . 1, , I. 7 , -, I l�� I I i, . . - I 1- --- -P T! I - - !1]` 1-i _-i� ;:j' -, I �1 � I - - L I I 17, 11 - L . -L � L I I I i. I - k -1 I _1 T-1 L= L�= 1 :,.�, -, . - - I . -- , - - _I__! ,- ___ _ __._-_ FAMIELMATE (tM) - - - SEX va �-Bayw "CoNcif" ANCHoes " - - (2Dr- � - __ __"� �11MUFAOA`_ -3, - I?'- - - Z, __ ___ - - mi-Dr, 3 - _� AT END LOCATED, ,/2. - S11 sc� /2 1 tcWTKAE, - sHLE,, 25. FOR .000 scale, - I.-- - BE SEE Man I (D./ OR ./O@, (D .411131"O. PAWLS -I,- I" (�) OR O`P!:.NO �- 010 ' LAST PANEL (D TO BE INSTALLED A' EACH TYPICAL ELEVATION FOR SERIM.. 20 i IF - PEN " AINAZ INSTALLED AT OPENING SMALL ALWAYS BE PROVIDED W/ -00 REAR .I.xu 10 1ACIL1. .KTE P:%'1Mm*0./ TYPICAL ELEVATION FOR $EpEg jQQQ ", 'ATIENDED TO SE INSTAI.,10 FROM I I- __ To &I ED FROM INSIDE OF STRUCTURE ! E-Z HANG I SYSTEM NIC CI6AA I � -1 sotur 3/32- . I- i : �� v 7 1 11DIVE 3/3r . I* -,/.. - cAp ,/4, - GAP I/.- iAI - - - 1'.. %. GAP -,'E - _j7 , �-_\-z- _' SECTION B-B I.- ""Am. SECTION A -A AT END 1ANCS) 1/32' . " W-FIES SCALE �Ili,El - I. 4.]Fq (1) PE0NI1T1Qb_QE_1EKS_=. L - 2 HANG STORM PANEL SYSTEM ,CONSISTING OF PANEL I (�nt AT TOP & PANELMAI FILN Or, IT LONG I9 Qff`!Nr,rAQN__Gf SYSTEM CONSISTING LF FANEL - AT BOTTOM W/ PANELVATES (21 Cord TRACKS TOP III BOTTOM. (2) END PANELS SHN'T ALWAYS BE TZ'NE TFLT6� -1:� AFE)LOT-TOM-EANS of . ,rD.PMELS SKALL ALWAYS BE CONNECTED 70 BOTTOM TRACK IEGF 0 . END PANELS CONT TE�SE To '74'%A HALL BE PROVIDED AT TOP OF SUCH PANELS SMALL BE /4-41-20.3/4 .S, W/ 7/8-:F,3/32- WING NUT OR 1/4-10-201r.wynk. ,THUMBSCREW INTO TAPPED 02 PT AS OF DESCRIBED ON NOTE (3) BELOW) 1/4- *-20X3/4- MS W/ 7/8-0 ,11LUBI (3) FOR CASES WHEN! END PANELS ARE USE JOINTLY / 15- LC�� INTO TAPPED BOTTOM TRACK LOCATION OF FASTENERS MAY BE AT EITHER OF two � * , q) AT (rOM OUT END PANELS ARE NOT CONNECTED TO BOTTOM STOP OAR EXTERIOR FLAT OF END PANEL SMALL BE PROVIDED AT TOP OF SUCH PAN" (4) :N CASE THAI END PANELS ARE NOT , IF A STOP BAR S END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY USING SPECS INDICATED ON NOTE (3) ABOVE IN SUCH CASE. CONNECt;ON OF F`ANELS MOUNTED TO EXISTING ty MAY BE USED JOIN AT BOTTOM ATTACHING BOTTOM TRACK TO WALL TO 9070 I! 5,l SEE SECTION 1', I & 4 ON S,4EV 24 SET. ANCHOR ON SHEET 25. Mitt EDGE DISTANCE FOR TH N.-St Ty-AtoR M`M_S USED JOCY ,,,Dut ECONNECTEE TRACK 2 IISIL/ t INQTEASELFD 1`14"'"'010 NUOC7 N QE To BE p 0 Tj S I % E LEFT & RIGHT SIDE OF ERIOR PANEL) HAVE 1"'��S ;" ..!tAt;;4,�', I.EI"', CVlTRL'A'DP'SXRCT'AJNpEAD BY , " 4 .. I/ 1I, �� �0� ... - ,,, ..-'� `%5? ]4 . \r,FN . S, ' FLORIDA BUILDING CODE (High Velocity H., can# Zom.)I . "O s : - . IF' -_ "WOo YLTECO. - ZO GAGE GALVANIZED STEEL : . = : NO.4 167 -, s = - , = _ z * '-. _ I )t , :E 04 � .. �-, _-� _; "/w In . - I � . STAT OF :,Qr - GLOBAL PROTECTION PRODUCTS U.C. TATE S.�P- It _.4 / 11LIECOm. \ "'. I Milim se 11 T"WEET .0 - , �r , "LLY, 'Teriel & ENGO"X CD MIT . - ,� b�, - . "I O IV"' .`4 --` IMINT, m. 3MI. ,A. , " � � �-�' " _-::._(1Z_J1._T= __LM__1_1I" PHONE ORH)__`!FI (O.M�m, 20-176 " C �7, - 71M Wi � 23 v a 0 ,,wKI III I WAIIIII -`SKAAT.AE/DATT IMLACIR A TKI .. FIE FLONDA, LIP & .16.1 I I (SEE L ) A, ., -:DB (SEE NOTE Min PCP I - . : , . I 60 % �- I - (END PAWL), wilmo; 41111- 1 il%FTERID� PAI 7 '(04TE" P�f)j I ' '(END N= 2. J. �,' ED I - i 1 `_-._..---`1. M ON � 2. litt OR I 1 EACH 10 STATE TRACKS TORN PANEL E-Z HANG STORM PANEL SYSTEM 5L&LS-2000 F - .7 NMO STORM PANEL OTHERWISE A STOP BAR PANELREATES OR, (EXCE i3j ir END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNEC-ON SI CONSIST 43/32- WING NUT OR 1/4'ft3/4' III,, ' FLANGES CONNECTED TO BOTTOM TRACK ( ONLY U!i6 AT TOP) Al ;EAST TWO PANELS SMALL BE CC44NECTED TO BOTTOM TIUMI (4) FOR INSTALLATIONS WHEN SILL TRAC K MEANS OF PMEJJAATES. ONE INTERIOR PANEL 4 TRACK MAT OCCUR At ANY PANEL LOCATION W/ TWO PANELMLATES F OWING LNG SHOWN 04 ELEVATION AND W1 3 112" SCHEDULE PANE . STORM PANEL .. , n SEE SHEET 1 4*4*M "M I/e. ,/.-. - PAKELeal F FOR&AWN20 rM0RdAN1W=MW CI & . ___ - . I FRAME SULDING - NeNtie, MINKINC 01) I I - "W '"".01 MINI "a "'N" ___ - - - !� (-) _ 3 - , SCHEDULE TO* LESS THAN 041CATED me M`,l INNIMA s,NA (-) I SCHEDULE tFUDECE ANCHOR SPACING W r: Muk"PILTec, SPA:iw; Ow SCHEDDLE AMA EA 11111011111: ommo By THE FOLLOWING FACTOM FOR THIS OPERATION TO BE POSSIBLE REDUCED , ,/It. -7 SPAC4G OBTAINED USIMIC FACTOR SMALL AI 7 qz 9.,15S THIN, __ SPACING INDICATED r . `N` '"C"C" II o" "" "Peaw I , ,p- I =_ Mw INSTALLATION (SEE L ) A, ., -:DB (SEE NOTE Min PCP I - . : , . I 60 % �- I - (END PAWL), wilmo; 41111- 1 il%FTERID� PAI 7 '(04TE" P�f)j I ' '(END N= 2. J. �,' ED I - i 1 `_-._..---`1. M ON � 2. litt OR I 1 EACH 10 STATE TRACKS TORN PANEL E-Z HANG STORM PANEL SYSTEM 5L&LS-2000 F - .7 NMO STORM PANEL OTHERWISE A STOP BAR PANELREATES OR, (EXCE i3j ir END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNEC-ON SI CONSIST 43/32- WING NUT OR 1/4'ft3/4' III,, ' FLANGES CONNECTED TO BOTTOM TRACK ( ONLY U!i6 AT TOP) Al ;EAST TWO PANELS SMALL BE CC44NECTED TO BOTTOM TIUMI (4) FOR INSTALLATIONS WHEN SILL TRAC K MEANS OF PMEJJAATES. ONE INTERIOR PANEL 4 TRACK MAT OCCUR At ANY PANEL LOCATION W/ TWO PANELMLATES F OWING LNG SHOWN 04 ELEVATION AND W1 3 112" SCHEDULE PANE . STORM PANEL .. , n SEE SHEET 1 4*4*M "M I/e. ,/.-. - PAKELeal F FOR&AWN20 rM0RdAN1W=MW CI & . ___ - . I FRAME SULDING - NeNtie, MINKINC 01) I I - "W '"".01 MINI "a "'N" ___ - - - !� (-) _ 3 - , SCHEDULE TO* LESS THAN 041CATED me M`,l INNIMA s,NA (-) I SCHEDULE tFUDECE ANCHOR SPACING W r: Muk"PILTec, SPA:iw; Ow SCHEDDLE AMA EA 11111011111: ommo By THE FOLLOWING FACTOM FOR THIS OPERATION TO BE POSSIBLE REDUCED , ,/It. -7 SPAC4G OBTAINED USIMIC FACTOR SMALL AI 7 qz 9.,15S THIN, __ SPACING INDICATED r . `N` '"C"C" II o" "" "Peaw I , ,p- I =_ Mw INSTALLATION INSTALLATION DETAILS FOR OPTION 42 FOR LIFE SAFETY STORM PANEL SYSTEM VIA. INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES - I . 4* TAPCON ANCHORS 1, 4' TAPCON, ANCHORS �_�_ I 4 g, D.C.0 9* cc POURED CONCRETE POURED CONCRETE OR CONCRETE BLOCK I OR CONGRElt BLOCK REQUIRED 'r L! �- 1 REQUIRED [-� - _� 4 1-1 , ,/,- -_ E 00 :F , E.D . E -�? Z? I I . JIT , ; 11 11 14r C I I _h I 'I _* � �_- F_ : - - - � � (11 I .9=1. - I I _. I - I - -HIIII . i ., j) H, amr. � , '_ Ck ", - -� � I'- ,A) � I I ft : 1. I i ! - 1z I 1211 Qr ,C:F � -_ .� EXMTRK, � � : - , Gl_�Il _� ! x , a GLASS . : I � . - , .:,* -,- : I W , 'A i : I 9 I ; tj � ,- : I " 5 "I./, `!-,-"rnt �I- : I I I : I I 1 � , , "I I I I i . t- :, I( 1 i I L 'j Is- ED. I Co. . I �!11111111111111111111111111111 I *"011"t --- __ - . - -1 I I IT- to- . PME.MAIT, PLUS Fill 1/Ei14- ' 0'0PAMELIDATE PLUS W/ 1/5-1 , 3/32' WIND NJ7 WASHER 'l . 3 /37' WING NUFT .AS-" 0 6 ,/.* cc HEIMFID) POURED Co"CAM POURED CONCRETE OR CONCRETE BLOCK REQUIRED WALL MOUNTING INSTALLATION OR COW -AM 01.0c. REQUIRED WALL MOUNTING INSTALLATION SECTION SA O REGULAR PANEL SCALE 3/8--i- SECTION 56 0 LIFE SAFETY PANE , ,,001111110 . MR, SCALE 3/8--l- SPACING In EDGE DISTANCE ARE INDICATED ON IHS ot� "MINNITIMMI C ED. SHOWN 0 ,tt . 1, . . I ;�--- , : . * * - . - -,'-. STATE Q_; JCEC� E - , 'towit_31,�_ ` , * ez l 0 N A III�,',�*V, , .... , - F.E SEAA/SF(AAr.ft/DAR S . A ,LIED. iE I E-Z HANG STORM PAWL SHOWN ON THIS PRODUCT EVALUATION DOCUMEM (FIE 0 ) HAS BEEN VEki,IED FOR COMPLIANCE IN I I MINIMUM EMBEDMENT OF FEMALE 10 & PMELA'AIE PLUS INTO CONCRETE ACCORDANCE WITH THE 2 020 7th EDITION) OF THE FLORIDA BUILDING CODE BLOCK SHALL BE I I/ ,IAPCON ANCHORS Mo PMELMA7E AL DESIGN WIND LOADS SMALL BE DE 'RWNED AS PER SECTION 1620OF 14E ABOVE MENTIONED CODE. 82) MINIMUM EMBEDMENT Of 7/4-. I 7/ SMALL BE IS 7/0- IN70 CONCRETE FOR A WIND SPEED AS REQUIRED EFY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO FINISH MATERIAL SHALL BE PERMITTED FOR A DIRECTX)NAllrY FACTOR Kd-0.85 USING ASCE 7-16 AND SMALL NOT EXCEED 11417 MAXIMUM (A-S S SIDEWALK WITS USED SMALL BE LONG ENCUIC,H(SHOULC ANY FINISH MATERIAL EXIST) TO DESIGN PRESSURE RATINGS INDICATED ON SH EETS 25 A 26. ENGAGE 3/4' INTO ANCHORS IN ORDER TO VERIFY THE ABOVE CONDITION ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 1-16 S.I BE FIR" RLDUC[D TO DESIGN WIND LOADS BY MULnPLYINC THEW BY 0 6 IN CRIER 'O 6 3) IN CASE TRAY PRECAST STONL, OR PRECAST CONCRETE PANELS BE FOUNC ON THE EXISTING WALL. To COMPARE THESE W/ MAX. (A,S D) DESIGN PRESSURE 510" BE AS MENTIONED IN 0 1) MO 9.2) 1% ORDER 70 VERIFY THAI. COMPONENTS AND ANCHORS ON STED WERE NOT OVER STRESSED A 331 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS tQL USED IN THEIR ANALYSIS FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH NS Cc 'HE "CHOPS STORM SECTION 1626 Or MANUFAC'URCR -201, I 1 IT SIMAILi Of THE RESPONSIBILiTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF TIME STRUCTURE WHERE SPAMER TAS_ 202 AND 7AS_ 203 IS TO Of ATTACHED TO INSURE PROPER ANCHORAGE THIS SHVT-.ER SMALI ONLY BE ATTACHED TO CONCRETE. BLOCK 2 THIS SYSTLIA HAS RUN DESIGNED TO BE INSTALLED ON THE OUTSIDE Or THE OPENING ACCESSNG 'HE OPENING FROM THE OR WOOD BUJILOINGS 'NSIDt W/O REMAIN IN CONTINUOUS 'ROM THTF INSIDE OF FU_L 3 SERIES 1000 WW_LA"`ON IS APPLICABLE TO SINGLE AND DIX)EI [N NAI STLA"FON PERrORMED FROM THE INSIDE OF STRUCTURE 13 STORM PANEL INSTALLATION SHALL CORKY w0p SPECS INDICATED IN THIS PRAIHNG rLUS ANY atilICLAC JON,NC, 4 SERIES 2 � DRIJONIA. SZ DFR% STYLE Wh'-.KyNs IINSTALLATION 11 REQUIRED TO BE PERFORMED S PAIM PENDING . , ALI ALUMINUM EXTRUSI 6 All &VMINUM SHEET METAL USED A� CLOSURES SHALL HAVE 3105-11. AI ,NFORMATION SITE SPTCIFFC PROJECT; .t WHERE THE 51"It CONDITIONS DEVIATE FROM THE PE-0 ib P,JRLHASL AND INSTALLATION INCLUDING LIFE SAFETY OF I ALL STEEL SHEET METAL PANELS ON DESIGNATION W/r,- 585 A,, (AMR ROLLEO) FICSFONS4EFUry E, 50018 W/ 50 - YIELD STRENGTH MO 90 - TENSILE STRENGTH & SMALL COMPlY *1 FLORIDA CODE SECTION 24113 34 (d) SITE SPECIFIC PROJECTS SMALL BE PREPARED By A FLORIDA REGGIERED ENGINEER OR ARCHITECT WILL 9 DOLTS tO BE ASTM A-307 GALVANIZED STEEL. OR AISI 304 SERIES STAINLESS STEEL. *'� 36 ki, MINW00 THE PROPER USE Or THE PE C. FNGiNEER OF RECORD. ACTING AS A DELEGATED ENCI,NEER TO P E D F%GtNEER. SHALL 11 ANCHORS TO WALL SMALL BE AS FOLLOWS SUBMIT TO THIS LA77ER THE SITE SPICI--IC DRAWINGS FOR RCviEW (A) :Q_E_�_1TPE_PQUflLL ;VjaETE , PROFFSFiONAL ENGINEER Or - �.I4-1TAPCON AS 14ANUFACTURED BY .TW BUTUDE., INC (MIN 1'..3192 -) RECORD THAT PREPARED I - 14..X 7/8,CALA-IN ANCHORS, AS MANUFACTURED BY DEWALr INC (MIN 1-3000 p%..) MAIT CEMAAE TO & PANELIAITE ELLIS ANCHORS AS NAINEFAL�UREO BY ELCO CO1STRLFCnGN PRODUCTS 'a ORM PANEL MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN - J14-10 PANEL(f" ��TIL50 P ACCORDANCE WITH SECTION 170993OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING LABELING TO COMPLY W17H 70992 OF 'HE FICRICIA OLMI)ING CODE PAF,ELvATF To & PANELMATE PLUS A2) MIDIRMIAM EMBEDMENT OF t/4-0 IT 7/8_ CALK- IN ANCHO tO CONCRETE NO EMBEDMENT NILI , FINISH MATR SMAkLL BE PERRIFTIED 1/4 MATERIAL EXIT) TO ENGAGE _'/.' INTO ANCHORS 00,iM.N..."Ift, - , PRECAST CONCRETE PANELS. OR PAYERS BE rOUNC ON -HE EX157ING WALL 1'p�":. �/�7/,N'. .... #.--`,,%CEN,t�'- , FLOOR, ANCHORS SKAII BE. LONG ENOUGH TO REACH THE MAIN STRUCTURE SUCH PMELS ANCHORAGE SHALL - 0 _1 BE AS MFINTALD 110 A I) AND IN AL2 . I (9) ic_ U-F-TINO LONCHEIE 1L0_-_1FA" No. 44167 - I 1/4- 0 MANUFACTURED By I I* OURLDEX. INC - - . - 1- FLORIDA BUILDING - - -_ - CODE (High Vatocity NUT 'come Zone) - ,/A- 0 I 7/8- Ac 0 14-11 PANELMATE FEMALE To MO P"FLMATr PLUS ANCHORS, AS MANUFACTURE') BY ELCO CONSTRUCTION - `- .po I, * - ", `4, , 20 GAGE GALVANIZED STEEL STORM PANEL DNA:: . PRODUCTS (I',-207 p I!) - , , � - � - ____ , 07/tIe/tIoN, . I . `Ax , _r C I - . I, 'If , z T L E _C0 I. , I GLOBAL PROTECTION PRODUCTS. LLC. �� , I "", .. .I it I . HICAl S. 61 STIFF" I , .. riulf marfeto . �.emma zaww "'NE `L - *1 - I Jt I:: - ___1 - PHONL M. _�'r TAX 1WHOM-Nme, 20-176 '"I 11 -) ____T ---_------r"-DRNI XL SLq./s,cW,DUW/CAFEE CA_QQC.,. W " A - .A I I I _ mal'o, oc IF .411i ----_-----,"iIAFr, 'l PIT " B. ( 8- CALK -IN ANCHORS ANY U. 1/4" 0-20 $ , AS.D RATINGS INDICATED ON SHEETS 25 FIE 26 ANCHORS SHALL BE LONG ENOUGH 10 REACH THE "N TRUCIURT BEHIND SUCH PANELS ANCHORAGE W THIS P.E.O. AS TE N. D S n 1 S (C) ANCHORS SMALL BE INSTALLED FOLLOWNI; ALL OF THE RECOMMENDATIONS AND SPECIFICA110 PANEL S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEENVERIFIED IN AC*CORDMCE WITH THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. !NC. REPORT 1 2032, AS PROTOCOLS T0.5 FRAME THE USE OF A LAD E R OR LIFT THIS APPLICATION S VALID WHEN IFrSTALLAfON 15 INTENDED TO FIE PERFORMED 12 THE INSTALLATION CONTRACTOR S TO SEAL/CAUIK ALL SHUTTER COMPONENT EDGES WHICH STRUCTURE. CONTACT WT;H THE eWI.D;NG tO PkFVFMT WFNO/RM-N INTRUSION F`AIIiK AND SEAL SHLT`ER TRACKS 4; AROUND HUNG STYLE WINDOWS WH 's REQUIRED ':�5L LENGTH AND 000 INFSIINIAIION IS APPLICABLE TO SINGLE AND DOUBLE HUNG AMID WHEN REGULATIONS PROVIDED 13Y THE JJRISDICTiON WHORE PFRIMT IS APPIWD i0. FROM THE INSIDE OF STRUCTURE 14 ATRIUM WINDOWS AND DOORS. INC. E - Z HANG STOP- PANEL 51SZM" I ONS TO BE 6063-18 ALLOY AND TENDER (UNLESS OTHERWISE NOTED) '5 (0) THIS PRODUCT EVALUATION DOCUMENT (PED) PREPARED BY THIS ENGINEER 6 GENERIC ANO ODES NOT PNGVFDE FORA j CONTRACTOR 'O BE RESPONSIBLE FOR THE SULECTION, SHALT HAVE STRUCTURAL QUALITY STEEL, ASTV A-653 GRAN 50 M GALVANIZED STEEL THIS PRODUCT BASED ON rMIS PLC PROVIDED HE/SHE GOES NOT DEVIATE FROM THE CONDMONS OEIALLEQ . THIS DOCUMENT CONSTRUCTION SAFETY AT Slit IS THE CONTRACTOR'S ALL SCREWS TO BE STAINLESS STEEL 304 OR 31t AFS, SERIES OR CORROSION RESISTANT C,ATtC CARBON STEEL AS PER ON (c) THIS PRODUCT EVALUATION DOCUMENT W_L BE CONSIDERED INVALID IF MOEXFLEO. BUILDING WHICH YIELD STRENGTH BECOME THE ENGINEER OF RECORD (I 0 P ) FOR THE PROJECT ARE WHO WILL BE RESPONSIBLE FOR Inc (e) THIS PED SHALI. BEAR THE DATE AND ORIGIN& SEAL AND SIGNATURE OF THE ANCHORS ST SECTION17p99.2 AI) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/A' MD 2* FOP FEMALE RS SNAIL BE IS 7/6' IN W • 0_20 SS SIDEWALK SOL.n. USED SHAIL, BE LONG ENOUGH(SHOULD ANY FINISH 4.3) IN CASE THAT PRECAST SOME, BEHIND S TAPCON ANCHORS A$ CALK -IN ANCHM, AS MANUFACTURED BY GENII INC (f 1 50C, Del ) , t nrzW. ) • • : Ne y INSTALLATION FOR SERIES 2000 AND 1000 E-Z HANG STORM PANEL I. f, INTO POURED CONCRETE OR CONCRETE BLOCK NIM"U'CIAKINCY, - o"NOIC71"c'N"Ie Wolw -- - 1 (= TIPRIAL, 'I -, )� - WAO,v, ANIMOte - - ,-6'- `NCC` ;.r I I I (_ - _\ -0. , fict e:HaIMU, \ (M TKINKPIALE --, .) / fl_4 - ';�P%,;: -1 - - �, - . - .) � . ,&--.,�vv ..="' \ 11 _i�M,I - I .. i _�� F . 1_�:y 5, __ -, �__ __\ I '-w- sd - �, -.-r--&- --- . __�� . - " 1 � - "I"ITI, P. le .1 - �5 - - �L _W) � I " NaMIKE I , VINPA"t � r _� I \ I , L.tivy- 1 �; � "_!, ..".0, a I 'I : 4 ) - . .1 __1 , . i I `NXa_ I I I I , ,_ L. . 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(111431101-1 - I. ;_ " _�.r. I - _ E SLAI,15NINATU"ll"PATI. CA(X04`?I`L at- . -me A. ru," PE I I NAILS TOR Nat ILL T. �`' yy I Cyr, , FOR Fig' -1 i- -� -� L--.E- \, /-. CO --`I INST. MOUNTING SORE 31B., - FLOOR TO CEIUNG MOUNTING INST. BUILD-OUT INST. M,Pl�/", 1 ` Velocity ? _:�' - - P=Ki In.. K. STATE Of �"� (:�,44;GLOBAL PROTECTION PRODUCTS, LLC. ""e"I""'(__,,,,_-,..�-".....�iSCAIf1/2-I- `)/ t n A. -6-0 0) a) H= - Cn CU a) -6-0 0 ca. = 0 0 a) CD_ 0 L_ I -t- 'I, - I - " H �;ST 0 CL C= �2 N = = C-.3 0 U_ - �z C113 - L. CIO 0 4- CIO U) a) " Cn b0- I M (n < " H 1.2 . A ,LIED. iE I E-Z HANG STORM PAWL SHOWN ON THIS PRODUCT EVALUATION DOCUMEM (FIE 0 ) HAS BEEN VEki,IED FOR COMPLIANCE IN I I MINIMUM EMBEDMENT OF FEMALE 10 & PMELA'AIE PLUS INTO CONCRETE ACCORDANCE WITH THE 2 020 7th EDITION) OF THE FLORIDA BUILDING CODE BLOCK SHALL BE I I/ ,IAPCON ANCHORS Mo PMELMA7E AL DESIGN WIND LOADS SMALL BE DE 'RWNED AS PER SECTION 1620OF 14E ABOVE MENTIONED CODE. 82) MINIMUM EMBEDMENT Of 7/4-. I 7/ SMALL BE IS 7/0- IN70 CONCRETE FOR A WIND SPEED AS REQUIRED EFY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO FINISH MATERIAL SHALL BE PERMITTED FOR A DIRECTX)NAllrY FACTOR Kd-0.85 USING ASCE 7-16 AND SMALL NOT EXCEED 11417 MAXIMUM (A-S S SIDEWALK WITS USED SMALL BE LONG ENCUIC,H(SHOULC ANY FINISH MATERIAL EXIST) TO DESIGN PRESSURE RATINGS INDICATED ON SH EETS 25 A 26. ENGAGE 3/4' INTO ANCHORS IN ORDER TO VERIFY THE ABOVE CONDITION ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 1-16 S.I BE FIR" RLDUC[D TO DESIGN WIND LOADS BY MULnPLYINC THEW BY 0 6 IN CRIER 'O 6 3) IN CASE TRAY PRECAST STONL, OR PRECAST CONCRETE PANELS BE FOUNC ON THE EXISTING WALL. To COMPARE THESE W/ MAX. (A,S D) DESIGN PRESSURE 510" BE AS MENTIONED IN 0 1) MO 9.2) 1% ORDER 70 VERIFY THAI. COMPONENTS AND ANCHORS ON STED WERE NOT OVER STRESSED A 331 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS tQL USED IN THEIR ANALYSIS FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH NS Cc 'HE "CHOPS STORM SECTION 1626 Or MANUFAC'URCR -201, I 1 IT SIMAILi Of THE RESPONSIBILiTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF TIME STRUCTURE WHERE SPAMER TAS_ 202 AND 7AS_ 203 IS TO Of ATTACHED TO INSURE PROPER ANCHORAGE THIS SHVT-.ER SMALI ONLY BE ATTACHED TO CONCRETE. BLOCK 2 THIS SYSTLIA HAS RUN DESIGNED TO BE INSTALLED ON THE OUTSIDE Or THE OPENING ACCESSNG 'HE OPENING FROM THE OR WOOD BUJILOINGS 'NSIDt W/O REMAIN IN CONTINUOUS 'ROM THTF INSIDE OF FU_L 3 SERIES 1000 WW_LA"`ON IS APPLICABLE TO SINGLE AND DIX)EI [N NAI STLA"FON PERrORMED FROM THE INSIDE OF STRUCTURE 13 STORM PANEL INSTALLATION SHALL CORKY w0p SPECS INDICATED IN THIS PRAIHNG rLUS ANY atilICLAC JON,NC, 4 SERIES 2 � DRIJONIA. SZ DFR% STYLE Wh'-.KyNs IINSTALLATION 11 REQUIRED TO BE PERFORMED S PAIM PENDING . , ALI ALUMINUM EXTRUSI 6 All &VMINUM SHEET METAL USED A� CLOSURES SHALL HAVE 3105-11. AI ,NFORMATION SITE SPTCIFFC PROJECT; .t WHERE THE 51"It CONDITIONS DEVIATE FROM THE PE-0 ib P,JRLHASL AND INSTALLATION INCLUDING LIFE SAFETY OF I ALL STEEL SHEET METAL PANELS ON DESIGNATION W/r,- 585 A,, (AMR ROLLEO) FICSFONS4EFUry E, 50018 W/ 50 - YIELD STRENGTH MO 90 - TENSILE STRENGTH & SMALL COMPlY *1 FLORIDA CODE SECTION 24113 34 (d) SITE SPECIFIC PROJECTS SMALL BE PREPARED By A FLORIDA REGGIERED ENGINEER OR ARCHITECT WILL 9 DOLTS tO BE ASTM A-307 GALVANIZED STEEL. OR AISI 304 SERIES STAINLESS STEEL. *'� 36 ki, MINW00 THE PROPER USE Or THE PE C. FNGiNEER OF RECORD. ACTING AS A DELEGATED ENCI,NEER TO P E D F%GtNEER. SHALL 11 ANCHORS TO WALL SMALL BE AS FOLLOWS SUBMIT TO THIS LA77ER THE SITE SPICI--IC DRAWINGS FOR RCviEW (A) :Q_E_�_1TPE_PQUflLL ;VjaETE , PROFFSFiONAL ENGINEER Or - �.I4-1TAPCON AS 14ANUFACTURED BY .TW BUTUDE., INC (MIN 1'..3192 -) RECORD THAT PREPARED I - 14..X 7/8,CALA-IN ANCHORS, AS MANUFACTURED BY DEWALr INC (MIN 1-3000 p%..) MAIT CEMAAE TO & PANELIAITE ELLIS ANCHORS AS NAINEFAL�UREO BY ELCO CO1STRLFCnGN PRODUCTS 'a ORM PANEL MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN - J14-10 PANEL(f" ��TIL50 P ACCORDANCE WITH SECTION 170993OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING LABELING TO COMPLY W17H 70992 OF 'HE FICRICIA OLMI)ING CODE PAF,ELvATF To & PANELMATE PLUS A2) MIDIRMIAM EMBEDMENT OF t/4-0 IT 7/8_ CALK- IN ANCHO tO CONCRETE NO EMBEDMENT NILI , FINISH MATR SMAkLL BE PERRIFTIED 1/4 MATERIAL EXIT) TO ENGAGE _'/.' INTO ANCHORS 00,iM.N..."Ift, - , PRECAST CONCRETE PANELS. OR PAYERS BE rOUNC ON -HE EX157ING WALL 1'p�":. �/�7/,N'. .... #.--`,,%CEN,t�'- , FLOOR, ANCHORS SKAII BE. LONG ENOUGH TO REACH THE MAIN STRUCTURE SUCH PMELS ANCHORAGE SHALL - 0 _1 BE AS MFINTALD 110 A I) AND IN AL2 . I (9) ic_ U-F-TINO LONCHEIE 1L0_-_1FA" No. 44167 - I 1/4- 0 MANUFACTURED By I I* OURLDEX. INC - - . - 1- FLORIDA BUILDING - - -_ - CODE (High Vatocity NUT 'come Zone) - ,/A- 0 I 7/8- Ac 0 14-11 PANELMATE FEMALE To MO P"FLMATr PLUS ANCHORS, AS MANUFACTURE') BY ELCO CONSTRUCTION - `- .po I, * - ", `4, , 20 GAGE GALVANIZED STEEL STORM PANEL DNA:: . PRODUCTS (I',-207 p I!) - , , � - � - ____ , 07/tIe/tIoN, . I . `Ax , _r C I - . I, 'If , z T L E _C0 I. , I GLOBAL PROTECTION PRODUCTS. LLC. �� , I "", .. .I it I . HICAl S. 61 STIFF" I , .. riulf marfeto . �.emma zaww "'NE `L - *1 - I Jt I:: - ___1 - PHONL M. _�'r TAX 1WHOM-Nme, 20-176 '"I 11 -) ____T ---_------r"-DRNI XL SLq./s,cW,DUW/CAFEE CA_QQC.,. W " A - .A I I I _ mal'o, oc IF .411i ----_-----,"iIAFr, 'l PIT " B. ( 8- CALK -IN ANCHORS ANY U. 1/4" 0-20 $ , AS.D RATINGS INDICATED ON SHEETS 25 FIE 26 ANCHORS SHALL BE LONG ENOUGH 10 REACH THE "N TRUCIURT BEHIND SUCH PANELS ANCHORAGE W THIS P.E.O. AS TE N. D S n 1 S (C) ANCHORS SMALL BE INSTALLED FOLLOWNI; ALL OF THE RECOMMENDATIONS AND SPECIFICA110 PANEL S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEENVERIFIED IN AC*CORDMCE WITH THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. !NC. REPORT 1 2032, AS PROTOCOLS T0.5 FRAME THE USE OF A LAD E R OR LIFT THIS APPLICATION S VALID WHEN IFrSTALLAfON 15 INTENDED TO FIE PERFORMED 12 THE INSTALLATION CONTRACTOR S TO SEAL/CAUIK ALL SHUTTER COMPONENT EDGES WHICH STRUCTURE. CONTACT WT;H THE eWI.D;NG tO PkFVFMT WFNO/RM-N INTRUSION F`AIIiK AND SEAL SHLT`ER TRACKS 4; AROUND HUNG STYLE WINDOWS WH 's REQUIRED ':�5L LENGTH AND 000 INFSIINIAIION IS APPLICABLE TO SINGLE AND DOUBLE HUNG AMID WHEN REGULATIONS PROVIDED 13Y THE JJRISDICTiON WHORE PFRIMT IS APPIWD i0. FROM THE INSIDE OF STRUCTURE 14 ATRIUM WINDOWS AND DOORS. INC. E - Z HANG STOP- PANEL 51SZM" I ONS TO BE 6063-18 ALLOY AND TENDER (UNLESS OTHERWISE NOTED) '5 (0) THIS PRODUCT EVALUATION DOCUMENT (PED) PREPARED BY THIS ENGINEER 6 GENERIC ANO ODES NOT PNGVFDE FORA j CONTRACTOR 'O BE RESPONSIBLE FOR THE SULECTION, SHALT HAVE STRUCTURAL QUALITY STEEL, ASTV A-653 GRAN 50 M GALVANIZED STEEL THIS PRODUCT BASED ON rMIS PLC PROVIDED HE/SHE GOES NOT DEVIATE FROM THE CONDMONS OEIALLEQ . THIS DOCUMENT CONSTRUCTION SAFETY AT Slit IS THE CONTRACTOR'S ALL SCREWS TO BE STAINLESS STEEL 304 OR 31t AFS, SERIES OR CORROSION RESISTANT C,ATtC CARBON STEEL AS PER ON (c) THIS PRODUCT EVALUATION DOCUMENT W_L BE CONSIDERED INVALID IF MOEXFLEO. BUILDING WHICH YIELD STRENGTH BECOME THE ENGINEER OF RECORD (I 0 P ) FOR THE PROJECT ARE WHO WILL BE RESPONSIBLE FOR Inc (e) THIS PED SHALI. BEAR THE DATE AND ORIGIN& SEAL AND SIGNATURE OF THE ANCHORS ST SECTION17p99.2 AI) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/A' MD 2* FOP FEMALE RS SNAIL BE IS 7/6' IN W • 0_20 SS SIDEWALK SOL.n. USED SHAIL, BE LONG ENOUGH(SHOULD ANY FINISH 4.3) IN CASE THAT PRECAST SOME, BEHIND S TAPCON ANCHORS A$ CALK -IN ANCHM, AS MANUFACTURED BY GENII INC (f 1 50C, Del ) , t nrzW. ) • • : Ne y INSTALLATION FOR SERIES 2000 AND 1000 E-Z HANG STORM PANEL I. f, INTO POURED CONCRETE OR CONCRETE BLOCK NIM"U'CIAKINCY, - o"NOIC71"c'N"Ie Wolw -- - 1 (= TIPRIAL, 'I -, )� - WAO,v, ANIMOte - - ,-6'- `NCC` ;.r I I I (_ - _\ -0. , fict e:HaIMU, \ (M TKINKPIALE --, .) / fl_4 - ';�P%,;: -1 - - �, - . - .) � . ,&--.,�vv ..="' \ 11 _i�M,I - I .. i _�� F . 1_�:y 5, __ -, �__ __\ I '-w- sd - �, -.-r--&- --- . __�� . - " 1 � - "I"ITI, P. le .1 - �5 - - �L _W) � I " NaMIKE I , VINPA"t � r _� I \ I , L.tivy- 1 �; � "_!, ..".0, a I 'I : 4 ) - . .1 __1 , . i I `NXa_ I I I I , ,_ L. . 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I Z! v Q� _/ , - - I \ = -..=--/ --c" - , _(�� :-S.�_ . - Ia) l, -1 - ANIN.", , . WUN . .w II) . It` .1 'L I r . (- "OHEILLI: - - -1 . I WALL AND DIRECT MOUNTING . Mer' zi o LAI �) - WALL INV, T I 0 SECTION 2' ffim!� -OU �____�8_) SECTION 3' UILD I_A1QUhT SCALE 3/fi-11 ! 3EUMIR-Po 1011111-1. SCALE 3/8.1' SCALE 3/8-1 - - - PIT. 0DIFEMIDIm, 1. , "TOP . "001. .11 , !_j � TRACK!; .0, A01, � "'N",, I ty "Ili`II .1 ' X 'stsim' .' Hia, FU , I- - � - - -, Q, ,a .- .... !zj;;% �� - I M I �1 FIE r, , �A"" FT,,( . sm, 23 T i I P* `�vNi�--,!01,� _ r:;-4b - '? ...., .... %. '' f . 7f_____ I I , I I I ; 0 =1: NO. 44167 : S FLORIDA BUILDING CODE (High NUT I i coASINED 1. ANY - x = - come Zone)] I . � wk,"OH, rp /x\ I * __ __� �_ � '., :: 20 GAGE GALVANIZED STEEL STORM PANEL DETAIL I I _01 A .Iz f - - DRAWK IN_ L__ ....... -p I DATE VIEW - 11LIECOme \ `IfK)t" Slit. 11 - �-Y,,� �,_ �,L.. . E-w icirim a cit"Fiviiiia caiaNN, D_ m_ "314 , I '. - - 20-176 , U,z. t,= - IMNWN, PYDNL (w)m-75.. 1. (111431101-1 - I. ;_ " _�.r. I - _ E SLAI,15NINATU"ll"PATI. CA(X04`?I`L at- . -me A. ru," PE I I NAILS TOR Nat ILL T. �`' yy I Cyr, , FOR Fig' -1 i- -� -� L--.E- \, /-. CO --`I INST. MOUNTING SORE 31B., - FLOOR TO CEIUNG MOUNTING INST. BUILD-OUT INST. M,Pl�/", 1 ` Velocity ? _:�' - - P=Ki In.. K. STATE Of �"� (:�,44;GLOBAL PROTECTION PRODUCTS, LLC. ""e"I""'(__,,,,_-,..�-".....�iSCAIf1/2-I- `)/ t n A. -6-0 0) a) H= - Cn CU a) -6-0 0 ca. = 0 0 a) CD_ 0 L_ I -t- 'I, - I - " H �;ST 0 CL C= �2 N = = C-.3 0 U_ - �z C113 - L. CIO 0 4- CIO U) a) " Cn b0- I M (n < " H 1.2 B. ( 8- CALK -IN ANCHORS ANY U. 1/4" 0-20 $ , AS.D RATINGS INDICATED ON SHEETS 25 FIE 26 ANCHORS SHALL BE LONG ENOUGH 10 REACH THE "N TRUCIURT BEHIND SUCH PANELS ANCHORAGE W THIS P.E.O. AS TE N. D S n 1 S (C) ANCHORS SMALL BE INSTALLED FOLLOWNI; ALL OF THE RECOMMENDATIONS AND SPECIFICA110 PANEL S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEENVERIFIED IN AC*CORDMCE WITH THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. !NC. REPORT 1 2032, AS PROTOCOLS T0.5 FRAME THE USE OF A LAD E R OR LIFT THIS APPLICATION S VALID WHEN IFrSTALLAfON 15 INTENDED TO FIE PERFORMED 12 THE INSTALLATION CONTRACTOR S TO SEAL/CAUIK ALL SHUTTER COMPONENT EDGES WHICH STRUCTURE. CONTACT WT;H THE eWI.D;NG tO PkFVFMT WFNO/RM-N INTRUSION F`AIIiK AND SEAL SHLT`ER TRACKS 4; AROUND HUNG STYLE WINDOWS WH 's REQUIRED ':�5L LENGTH AND 000 INFSIINIAIION IS APPLICABLE TO SINGLE AND DOUBLE HUNG AMID WHEN REGULATIONS PROVIDED 13Y THE JJRISDICTiON WHORE PFRIMT IS APPIWD i0. FROM THE INSIDE OF STRUCTURE 14 ATRIUM WINDOWS AND DOORS. INC. E - Z HANG STOP- PANEL 51SZM" I ONS TO BE 6063-18 ALLOY AND TENDER (UNLESS OTHERWISE NOTED) '5 (0) THIS PRODUCT EVALUATION DOCUMENT (PED) PREPARED BY THIS ENGINEER 6 GENERIC ANO ODES NOT PNGVFDE FORA j CONTRACTOR 'O BE RESPONSIBLE FOR THE SULECTION, SHALT HAVE STRUCTURAL QUALITY STEEL, ASTV A-653 GRAN 50 M GALVANIZED STEEL THIS PRODUCT BASED ON rMIS PLC PROVIDED HE/SHE GOES NOT DEVIATE FROM THE CONDMONS OEIALLEQ . THIS DOCUMENT CONSTRUCTION SAFETY AT Slit IS THE CONTRACTOR'S ALL SCREWS TO BE STAINLESS STEEL 304 OR 31t AFS, SERIES OR CORROSION RESISTANT C,ATtC CARBON STEEL AS PER ON (c) THIS PRODUCT EVALUATION DOCUMENT W_L BE CONSIDERED INVALID IF MOEXFLEO. BUILDING WHICH YIELD STRENGTH BECOME THE ENGINEER OF RECORD (I 0 P ) FOR THE PROJECT ARE WHO WILL BE RESPONSIBLE FOR Inc (e) THIS PED SHALI. BEAR THE DATE AND ORIGIN& SEAL AND SIGNATURE OF THE ANCHORS ST SECTION17p99.2 AI) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/A' MD 2* FOP FEMALE RS SNAIL BE IS 7/6' IN W • 0_20 SS SIDEWALK SOL.n. USED SHAIL, BE LONG ENOUGH(SHOULD ANY FINISH 4.3) IN CASE THAT PRECAST SOME, BEHIND S TAPCON ANCHORS A$ CALK -IN ANCHM, AS MANUFACTURED BY GENII INC (f 1 50C, Del ) , t nrzW. ) • • : Ne y INSTALLATION FOR SERIES 2000 AND 1000 E-Z HANG STORM PANEL I. f, INTO POURED CONCRETE OR CONCRETE BLOCK NIM"U'CIAKINCY, - o"NOIC71"c'N"Ie Wolw -- - 1 (= TIPRIAL, 'I -, )� - WAO,v, ANIMOte - - ,-6'- `NCC` ;.r I I I (_ - _\ -0. , fict e:HaIMU, \ (M TKINKPIALE --, .) / fl_4 - ';�P%,;: -1 - - �, - . - .) � . ,&--.,�vv ..="' \ 11 _i�M,I - I .. i _�� F . 1_�:y 5, __ -, �__ __\ I '-w- sd - �, -.-r--&- --- . __�� . - " 1 � - "I"ITI, P. le .1 - �5 - - �L _W) � I " NaMIKE I , VINPA"t � r _� I \ I , L.tivy- 1 �; � "_!, ..".0, a I 'I : 4 ) - . .1 __1 , . i I `NXa_ I I I I , ,_ L. . 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I Z! v Q� _/ , - - I \ = -..=--/ --c" - , _(�� :-S.�_ . - Ia) l, -1 - ANIN.", , . WUN . .w II) . It` .1 'L I r . (- "OHEILLI: - - -1 . I WALL AND DIRECT MOUNTING . Mer' zi o LAI �) - WALL INV, T I 0 SECTION 2' ffim!� -OU �____�8_) SECTION 3' UILD I_A1QUhT SCALE 3/fi-11 ! 3EUMIR-Po 1011111-1. SCALE 3/8.1' SCALE 3/8-1 - - - PIT. 0DIFEMIDIm, 1. , "TOP . "001. .11 , !_j � TRACK!; .0, A01, � "'N",, I ty "Ili`II .1 ' X 'stsim' .' Hia, FU , I- - � - - -, Q, ,a .- .... !zj;;% �� - I M I �1 FIE r, , �A"" FT,,( . sm, 23 T i I P* `�vNi�--,!01,� _ r:;-4b - '? ...., .... %. '' f . 7f_____ I I , I I I ; 0 =1: NO. 44167 : S FLORIDA BUILDING CODE (High NUT I i coASINED 1. ANY - x = - come Zone)] I . � wk,"OH, rp /x\ I * __ __� �_ � '., :: 20 GAGE GALVANIZED STEEL STORM PANEL DETAIL I I _01 A .Iz f - - DRAWK IN_ L__ ....... -p I DATE VIEW - 11LIECOme \ `IfK)t" Slit. 11 - �-Y,,� �,_ �,L.. . E-w icirim a cit"Fiviiiia caiaNN, D_ m_ "314 , I '. - - 20-176 , U,z. t,= - IMNWN, PYDNL (w)m-75.. 1. (111431101-1 - I. ;_ " _�.r. I - _ E SLAI,15NINATU"ll"PATI. CA(X04`?I`L at- . -me A. ru," PE I I NAILS TOR Nat ILL T. �`' yy I Cyr, , FOR Fig' -1 i- -� -� L--.E- \, /-. CO --`I INST. MOUNTING SORE 31B., - FLOOR TO CEIUNG MOUNTING INST. BUILD-OUT INST. M,Pl�/", 1 ` Velocity ? _:�' - - P=Ki In.. K. STATE Of �"� (:�,44;GLOBAL PROTECTION PRODUCTS, LLC. ""e"I""'(__,,,,_-,..�-".....�iSCAIf1/2-I- `)/ t n A. -6-0 0) a) H= - Cn CU a) -6-0 0 ca. = 0 0 a) CD_ 0 L_ I -t- 'I, - I - " H �;ST 0 CL C= �2 N = = C-.3 0 U_ - �z C113 - L. CIO 0 4- CIO U) a) " Cn b0- I M (n < " H 1.2 NAILS TOR Nat ILL T. �`' yy I Cyr, , FOR Fig' -1 i- -� -� L--.E- \, /-. CO --`I INST. MOUNTING SORE 31B., - FLOOR TO CEIUNG MOUNTING INST. BUILD-OUT INST. M,Pl�/", 1 ` Velocity ? _:�' - - P=Ki In.. K. STATE Of �"� (:�,44;GLOBAL PROTECTION PRODUCTS, LLC. ""e"I""'(__,,,,_-,..�-".....�iSCAIf1/2-I- `)/ t n A. -6-0 0) a) H= - Cn CU a) -6-0 0 ca. = 0 0 a) CD_ 0 L_ I -t- 'I, - I - " H �;ST 0 CL C= �2 N = = C-.3 0 U_ - �z C113 - L. CIO 0 4- CIO U) a) " Cn b0- I M (n < " H 1.2 " H 1.2 H 1.2 I-- - !1 Ti l ' I I MAXIMUMA.S.D. DESIGN PRESSURE RATING (e_.f.) AND CORRESPONDING YAYUYPANEL LENIM "L' SCHEDULE EDR SERIES 1006 2M E-2 HANG STORY PANEL Ci) SYSTEM .VALID 2NLT_FOR PM`_ N`H_A,L,A:&, 114IJ 1'_TLIR1,1_A�_5HM Z4, LNAXIMUM A S D. DESRIG PRES511RE P TIP. A. LENOn• .[ i' (v,.1 MAIM ARATON PANEL APPLICABLE TO RAIiHG ( SEE G11DFE ) 0 DLASS CON._ SECTgMS .66.0. -753 70' OR LES$ 2 9/16' BOLTED . I'. 2'. 3'. •N[. R 21X 8 _1r ,65 O. -75.] 1 ) ' 0 OR LESS 2 7 B' / BOLTED • 4 , tr 7Y TEE) TO/ 1/1 -•- 0.] A S.5 M 5. tr M AT , OF PANE LENGTH BOA /2 ( NGMJT ONEInAF' tr 0; 1 MEASURED TROY iT04 PAN Borg( M FL. _MAXIMUM A.S.O. DESIGN PRESSURE RATING AND CORRESPONDING �AYIYLY AMC H SPACING SCHEDULE TOOL INSTALLATKINS INTO CONCRETE &CONCRETE BLOCK STRUCTURESA E D - - Det- V R P f ST}- :1 P 4• Ah N LNiS 1' R :YBUDQtlL __fD -AS_1R .SL:'TJ;GNS_LtLU__-_SHEET _�4. MARMtUM SO I APRE55URE 4 f I ' MAXIYW ANCHORS SPACING OR C. O. - 3 7 / t APPUGN$E 0 1 tA+Cpre CALK-,.---T. PANETAIATE FG,"r O PA,aGIMTE PLUS W EMI F tr MAKEIMw PANEL ANT CaeIN41A1K SATIN w 1. (p ) ro caNLR[ TE 0 M.00R 'lD CtkaCR[lE `TO t,X'NtRET[ R ROCI( .To CO/.GET[ OF ,TEN B.0C1, 1 2 N/A / 1' 2 N 1 / A 2 N A I / 12 N A / •' tr 2 O (TOP) ( ) J /1- -e 7 ID. -� 7 - •• 5' { 1' T7 4 80 0 ' 12' 3' 12. _ 5' _ �_ e. 6 S' SERIES 000). F _.__ ,• (BOTTOM) R E !E5 ODO _ I N/A _ I N/A N/A �N/A N/A N/A � I 1 1/2` I - 11' + 5 1 1 ?' (BOTTOM) 660 ...}r 7- N A / 1 6 2' / . 1 A 1' N/ / N A / { 1 / Z' I 70 ON t_S$ A P N/ }' CTO )-1 1 2 N A / 1?' N A 4 1 2' N A 9 1 1 N A BOTTOM) 1 } BO Ob - -N/A -' I I2' I �_.-t/2-' 12' I N/A 12- 12' 1 N/P A. (TOP) 1 12' 6• t• I I I,' I• 2 t''2t2• EgT10M L ) NuUNITED rD E6D P.1ASD.ofsN PRESSURE RATIO c • SEE SHEET 26 POOL ANCHORS TYPE tr S•KNG FOR INSTALLATIONS INTO MOOD FRAME BL*1*4 -UM ANCHOR SAAONG5 AND YMMIIM COGS DISTANCE ARE INDICATED ON THIS COITIED LES FOR REDUCE ANCHOR SPACING ING THAN ON $BY W MUPTIA SPACING THE ECHO L BY 1ND FGLOING FACTORSFACTO FOR SHOWN ON SMEDI LRh TiRTION THIS TO ING SPACING OPERATION 6E P0599LL MCDIIC[D AWu OBT ED USING K,P $ NOT ip SP OBTAINED FACTOR 110E BE NE55 THAN YNe,M1IM sPA(ONG NDIiLTEO FOR EACH ANCHOR rvR AT ANCHORS IEGErN 1/4-. 1/4: 1/4', ,/{-. ANcHoR Tim TNIXfY PENOWLE C 0 AA MA �-N - II Ya lGa119 AL4a4X1 ) M 5 ] - t r n ] — _ .'o. I Un.) r[ei r1-G-n",N , __. IAA-.1 1o1-,a 61n (W) ) - .. 3 ,/t ] I/' - _ _ -4 "ft EA plim mwfm Fwm I ,/r - - _ - - . n -- - -. --- -' 1 1/2' - I m ,PC J 1 I 4fUPRES YO. D,STN+CE BETWEEN BOTTOM CF PANE L EL I AND ® TO K ,/Y .I,/1 ' M9. I + + REQUIRES W.. DISTANCE BET WEEN BOTTOM CN PANEL I AND Q TO BE 3/10' _J 3/T6' Mm FLORIDA BUILDING CODE F -------- - �QMPONENTS FOR REGULAR LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE , j2=, •) _ 15.125• (TOTAL WI01 H) - - - 2.187' - 12500' (EFTECTNIE 'MOTH) - I I -I - '93• - 7•0' - 55,'FST20+3/1' 1 250' ._I.. 6 I/a' (TYP.) - f- 374__ 1^.5. 10 ANGLE 0 a 7,' . t.250' Ial - OB6' OR 0 12 ,/ O.0 t 350' - - ,.3%, - 1350• - 10D" ,D• GNAT lq RIVTRSEO) soot• T - ,,.SOD' - i- i. sfi _ r �. 250 ' Dee 1 7 ' JJS' 4. 111N.� -{ ` ,, 0 02 R EL 6.500'1 HF TAMED GALW'MIED STEELt' �rl,, OBa' SEFEDGEAStV E A853 7.000' OB >,1015-1 DETM,,cnADE 66 YeAwu �'I 2 +I5' I ` ` ED E -I 1 C-60 GKY EO('.E �: 125' `-- 1.Y30'- J OCTAR A �- --I-, (TYP ) 46 - - - -1- - -- -1 O STORY PANEL - - - - - - - - - V .375• ! _I 350•� - 1.350. - DETAIL A- - 2.1700' -' ' PANELS SHALL. 9E INSTALLED ALWAYS - 2.387' - - A"'"T END ATTLEFT LEFTSIDES aO KNEW W/ l a:NnG 2) "H" HEADER O 'F" TRACK O ANGLE WITH STUD - ITT TOP EDGE 0.024" (M n ) n1 PANEL PANFI IS PIMP LIP ! GALVAH12Et S1EEt r. s' a 270 e/ EMAro nrcT '' PANEL /r- LoaS' 'r-TO FN1' 1 -�-1 wM -� c 0625 0. 175'w '1111q C.250-, 1 �,., 0.25D - ' - 1 407- a 62_" I , i � -J I !!. 1'•I: PANEL �. !j 5l OR - - :/. I T asSD' .• ISOMETRIC VIEW DETAIL A 1]3•i - ."•"_ e2 D _ T ' 25D•1 ROUNDED CORNER O ENDS OF PANEL'S I 95T _ ' -1 �" �- i 1 ' -/i 625- 125' END UP W/ HEMMED EDGE --2 J7B' - (N 1.5) 375 , _ BOnOM Aff.� 2.SDD' I I ED" OF PAIL. A IDS'. SO KEY HOLE WASHER 117' � }.7A_0' (TYp) - 3I 3105-H154 ALUM AuoY © KEY HOLE AT PANEL - 7�' - 1 12{. . SEE SHEET 6 POOL ADDI IONA 3• p - 750' - '6' LIMITATIONS C S:FM LEl10rn 5 , 1', -i 125' ! Lr OILY YAA; FOR INSTAtuEgNS TWO _ _.091, F _ 1250• 1 5.OSLEVE2'/BMAII(TYP.) PIx,WOOD STMJCIURESt LENGTHI{1750'I MAX. 1--2 COD. - 2.000' ) 1 750- - - 193' 12.000" R PPtE. fn1 1548' - 1- t B' /�`� 9", (- I • t .050-, L I I I i l Tx' Rrn ) (7 REV. "H' HEADER ® "U" HEADER �/ ,- MN TO 5' MOO. - - 2000I ® SLEEVE 1" MAX. LENGTH ` 1 G ANGLE O 1© PANEL HANGER 11 "J TRACK I I.000' - M I-i6 AL 01' ,LY[...0111.1I A,.rl '+y� WIDE) 3i4• ,8,:- ; (1 1�4" 21X1' � % �f(,R , Y f - H PAN Oat- ,/ 'i (USE ONLY ONE Z HANG STORM EL ��.•'•• '•.,! ' '275 '1 MIN - - _ vCENSF SYSTEM) 601I ALUM. ALLOY }11' eSE' - rl� {70' f t.67,- , t 1 P '� I II e6I py'` _ No. 44167 z FLORIDA BUILDING CODE Non High VETloelly Hurricane Zone I O00" 250 e ,123' I.DDO 'T a 'S --MIN R �� MIN . ® , = * L cMiO nlT¢A PK ! n 1 OBB- _ 24 GAG[ GALVANIZED STEEL STORY PANEL ' - ',p,. a o5a' - --� = �': STATE OF ( ° i L z5c Arn1 mm - 2000' - I SET SECTIONS - - MIN •,_-C�fa.'STLiL ;\1 �� IL E C O GLOBAL PROTECTION PRODUCTS, LLC.I an - ENC -1 � 01 TALL � ,- �04= .y 'AL , 4eaYR5rRs,Us311I64ET a [Maw AMY - 20-t75 , ,- ^KMIuIITTELMLI`t� --- I7eFi F`-Ino r- OR0 n• 1.1 - (u,)MP-is,e. NOl na>A9-e797 /3 BUILD -OUT "F" f BUILD -OUT "F" TRACK 19 A( ® WASHERED WINGNUT _ G_=;to a .. D,Aw.w e. TRACK ANGLE (ZAMAE 3 K:OY) PE S[AL7wGMaNIRU➢AR MAGIC w TILT J1. ",E T 4414E e 2 M IA INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL 1 INTO EXISTING WOOD STRUCTURES 1- - /a a tK. SCREWS O E' _, T'----T-T- y !G T AvL e d - - _ V. AEXIEC ttNc_ N, { Cs IIIS AOOD HEADER (Si Y.n a' •- RhX: :/4-r i [ Hb`COVR R[.O`t v U ,V (: E COG. ;AL- R,'.RCM$ O d- i, t w! r, a• M "' PEN IUMw r..AL/.p[. F- cc w x •1 e j _ a-:L Ile 1 r t � --rn 'KEm E . Nc Ir.x' R '+PAGE SM �. I'.I o c. Er, r r0 1 I I I0.3`;: 4: i - W 7 v - H f o I -O A fl I WTI. 'i'7 RE1r, NV' / E I / . - u}: a 5' cc W tHR' 2 0 PEn'DMT' ",L Vv�[ ION i14• O G ENG f C 1 I ! 'SEE GT 1A,. j -nCTE i J'_'' 4 A RF •w ti n. F __J I J ]a" t - w HJ1 M9Y tH 4 i sTv 3E I K WFKY• CM E /0� _.V 1. .N C.FRT T r.) I l E ,, .- NOTE •aAI /' 1 s' � 1 L t e N ,n n .. N5 e G CNG Cr I - 1 , ... 1X�pHE�F R HX w[QMR_D I $ I 7 w •( �5. HEAEIC� r , i; STEW [. i l JI / A (SEC JET L I'2+ k F - NOTE I N'Y..C. HEADER CXF RF. uL�!KI, 9.:.' E. i I P T N K AAA IO P 1Y < Y CM, x I I - -T__-Ti'-�_. _. f I -••.TFAKAI'GN - ' ] .. [ ]�' " r :. 55 I -. TO (X,tSs / a I -4 o a , li3 M' N'T 6 I ! ? 1 - - MNL M T e .� ,,P> ;YEA- .AP I I L. I 1 ___ � - _ -i _ --SI �APArNrH _ I ' r .It 70 3 •R �`u t. •w !{ t �• I � •s��,aAi1yl -� Tw 'w r H.iT a I w '/ SCJF `s� _ � I_ - I `� E'• ..ss ,� R• / r� DYEr¢AP I 1IhN' Rui �! CVEP• JVEPvi • i ' _ s t � 9, tc sue_: 1 I T I 1 i P - - y I 4 i I T hW 6 rT�T �' I I iI �I i :. I 1 i I i� lY TMI M '/e'. wnc N I c G'_ I 4 ` ;- iJ r l _ I I I I e •. I � 11 (7. M . \ )� i I 1 �I _ 3.. N: .'J•AK ' 63. r I__' / �_ UYr / "' // . __� i :A•AiCRFW IMF •�iT <A f+El MYI 1 -- . r LAG �RCWS a ,, or w/ �-/-M, -MIA-ii "+IR1F_HE4.. Ri At[' -_-�_ '(j(!-W'I_e . . :.- Of -L-- I -'1 .� I -•-2C•3 ,' M E W, {1 I I,. 3 • I I I -1 , I a'Y.,J r- _ - i1 •_,.,..' ` 25D ,.YaSC3N :5f: HN r P Hr Tr+ I � / E TAD_[ C I W. J n PUTS A SE .VFf r:� - i Rt i C i A 1 _W, _ 3 3' M / / Hr m;T 1D 4 3 - �E 1rOtF to BELOW, . . I •-le FARG WI Ara w � - _ ( A � 1 I-E - Yn PEwTRAnur,b I;I • -T r. '„ &YREw ( rlv'iE 'A E+£Li •Ni • 7a] •' V s. 'W /-�-- i�,,, wir:r. vuT 6 •roc'rP,E_ I;JC WALL MOU DING I L-r « 2.,' 7 INSTALLATION _ — — -1 4s .K: SLR[MA'S a 6' O: A - Y„ n,REA•NL 0.NF1QtT"I •.: I," SORE-N'r O I\ 7' Ms Ir•KAI[D-ENE'RAIiA WALL MOUNTING sAO °E '°k" c E ALTERNATIVE 2"W -• Mln N. )OWI I TIE R Q11W. � drwra-H ri '.ATr TE _ INSTALLATION .GATE ! • I N. TA .R G_v.F OU't- a�0.'WEi:: VT ' • ALTERNATIVE 1 "W so E 1, -` —* j OUT MOUN BUILD-TING FLOOR TO CEILING MOUNTING ALTERNATIVE 4"W I NTH ASt9k5 ARE 041A lI; -: R JINL.5 W'TH A., C iE:•;r• r]A iG ,P -r. 6E a 'STD AN A '•.-s )iTAH JP 1c • - I;- ,I -f'--- INSTALLATION T 17...NONryALTERNATIVE VW I R A. 7I(� A"1E. SG:.E. I / . fGP II M wi4,:. FRW CCN-TR V- Ir(,+ Al NEMN'A. 10 r _ B' ,G .T I : .. (/p y s r r. , "I.' P.NE v. W! cPELSX xNSm Dr L„5 OR rrn,A.. "�S\P`'' ICON$ ;�9A''' " I �' f FLORIDA BUILDING CODE (High VelocityHurricnneI Zone) -"A ND. 4 _,c7c •c^m. »: "F i11, YID NNC .1• 1`,A,L.t`i, FLEA I. li ESP ® A: TOP AS .- ccr. f.M IH:cc Jr _ I w I WFrr_Af_ *', # D 20 GAGE GALVANIZED STEEL STORY PANEL `f x•..r. 0. LIll �x-: OF• ] ,FG....caw! hr,L_ine;'r..T -i,+, `'�'iFT('R.? _ _ _ _ - l _k - STAT OF - -_ _ - - ;II � J \ i LIE G O o7ne/moc GLOBAL PROTECTION PRODUCTS. LLC. „z 1 n GY-NATION n< s ALTERNAnvF s rTXWR\i TDP HEADER WOOD .fE DA.:• c v�1O'l_t% ENc ea ,. I. s11. r- k !a-T;.w Hr'JN1I- - • :.aaaNm -N A.Y COND DOW t ANCHOR LOCATION ..SSfON L E� ATA / t1LL,t 171wG a [WGNLLMYG -COMPANY „ "" YWE It .]]•• PHONc. i-,tati I].a. 1. 1.11" , 1 76A� IG 5.': AN, 111ILUTMJ SCALE1/,• 1' J'NI11111,1 1111LM[• N..- Ilmi .."! I- wn n. fA-p:DelrsvUYE ]20- WNL r,edQM .a.^FR 'A/,[.=. N;r' C,+Jw: '[14 ,'iM:Tv 5[A�/5.61M,;,r'C/N'f„NRR A 10.UT I al Us :i M )e MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.&f.) AND CORRESPONDING 2/4 1/4. 3/4, 4/5, 5/5 A 6/5 uAYIYUY SINGLE PANEL M 1 FNGTH "L" SCHEDULE ONLY FOR REGULAR STORY 1 W/6, 2W/6, 3W/7 ac 4VI PANELS INSTALLATION INTO POURED CONCRETE_ CONCRETE BLOCK A WOOD (t) _J• MAY_ A+ HSH $ 9 10 All) ON _ 3. MAX T- 4N sHEns 9. Den) I- A - SINS FANAMFLeCI) 106 rouMen SINGLE PANELS 1 Kt72AMrh AT_AfN (- __� ._ __ ___---- O O O e ALTOL OR BOTTOM ENIZWST&IBdC1Si_ l _gs -A- S OE - — - -- -- - - t o D.M..OIOr®� - r 1 - - I--,-----,- - i t Vj1lb-- TRACKS .2` OR! i; DIRECt MOUNTED �EACki_L1D ^. _ 1_..._ _-. -- _ _ MAXIMUM PANEL LENGTH "L+„ OR L-" (ft.) 0 MAXIMUM A.S.D CONCRETE A WOOD DLS GN PRC55URE R�nNG INSTALLATIONS (P.ef) I.') L+ L _.. 20 0 ,T 0' 11 O' - _ 210_ IT 0' I r -tr 30.0 II -e• r0 9 -_ JS 0 10 ,0• 1. _- 10 O- _.._ 400 TO ,. - 9 4 -1 430 ___ _ 7. fi, - _ b 9- _ 500 9-,. -- 9A• 550 a 1, a'-o' 60.0 a' 3' 7' 7' - 610 a'-0' Y-,' 7aO I• -a' l 0_ _.. 800 _-__ 7--2- I Y 900 6•-9' 6-2' - 95 A 6,-9 * 6 0' . . _. 000 6 5- S 11, - - - - 1050 6 J' 3 9' - 10.0 S 7' -. "50 ._ -- _ ----- 5-6, -I196._. 5.-S. MAXIMUM PANEL LENGTH "L+" OR "L-" (ff.) D MAXIMUM A,1D CONCRETE a WOOD DESIGN ARESSURE RATING NS-ALUTIONS f ( I) I. a ) -L* --- 2o0 W-4 1,-0• .15.0 II'-10 I I -7' - 30 o rr-e ID -7. 150 I0'-10 9'-9' __ oo9 -6 7'- _ 50.0 a'-7 a 2' 55.0 6'- J -9- 50.0 _ a -D 7 3• 65.0 I' -a 7-2• 70.0- 1' S 6...,• 73.o r-2 a c' a00-_- r0-o s' - i5o. - 7- _6 d '_ . 9a0 6'-9 a 1' 950 6'-7 3 10_ 1000 6'-J 5 7' 1010 _6-J S A - 0.0 I_ 15D -10' II9.6 1 - I -a' MAXIMUM PANEL. LENGTH MINIMUM SEPARATION TO GLASS SCHEDULE wwo SPEED C 170 m P. IT I WIND SPEED > 170 m. Rt, (H1I _ UNRESTIWNED I RESTRAINED IUNRESTRNNED - RESTRAINED ]0 OR NE55 133 TO 90 R90 t0 145 1' I. 6' 6 t/,' ) t/2' -- --7 112' I T t/I" _1 1 1/2- 1' t' 1 I. • TOP BOTT� DIRECT MOUNT I' HEADER • HEADER 'U' 1.5'Xl 5' SLR I ANGLE 7• TRICK I!r TRACK I B'4-LD-OUT AaE TRACK ,. 1 W/5OE /1" DLDstIfts ' ONKC 4ULiNT 6 M- ]a' 35' 55' S0 SO' +5'Xt 3.. — 32' 1, — 12- -_ 31' —. T 4r 3e' 38' -_ ; S 51U0 AN41,C .L - -- - S I'.T. TRACK 55' - 32• 32' 42' ' 67' 60' 6C 1 LNLD-OUR a�-TRACK ANGLE - - - 50 '.. 32 - 2' - 32' --- 36- _ - 6O- - 56' 56' w/ s,OE CLOSURES _ -i-BU4B-0Ln r ^TRACk (1 _ _ L._- __ __38. ___ _56• 1, '3�€ 50 32' 32. 50- j 54' . 9 i - 1 _; , , M I r A' _ - ! - �!r I 1 (UNBOLTED PANELS r I :SOLVED PANELS W/ 1/4e-20.1' I (SEE SECTIONS AS � 5 s. MS SOLI W/ 0 O EA, OVERLAP APPLICABLE) I(SEE SECTIONS AS APPLICABLE) . . - I ! I i i I . I _ I I . 1 N M.. 4 D O.O - o• '«o o, IL - - I*I io -F - I ll�Or® _ 3'NAY _ _ �' 3 W)k ," .IN 114, 3/4, 4/5, 5/5 A 6/5 I" MOT. 2/4 1 W/6, 2W/6, 3100/7 & AIVI - ANCHORS (SEE SCHEDULE ON SHEETS 9, 10 811) - REGULAR STORM PANEL (12 ELEVATION 2.667' NT.5, '/•' Ma, GAP €I (MN OIrERAP -1 wIOIE VALEY ` �=_ �� ' __ --� --�� NIA% GAP .-1 S.ECILQN A-� `j `) AT S. - D(I) L.. MAXIMUM ALLOWABLE PANEL LENGTH FOR A GNFN POSEINE AS➢- DESIGN LOAD. L-. MAX ALLOWABLE PANEL LETRiH FOR A GIVEN NEGATIVE ASD. DESIGN LOAD (2) PROCEDURE TO DETERMINE MAXIMUM PANEL UENGInt GIVEN A POSITIVE ASD. DESIGN LOAD. OrMU0IE MAXIMUM PANEL LENDN _-' PRO. SCHEDULE. GIVEN A NEGATIVE ASD. DESIGN LOAD, DETERMINE MAXIMUM PANEL LE16fH'L-' FROM SCHEDIX FINAL MAXIMUM ALLOWABLE PAIL EVIDITH 5 EOLIAL TD SHE MU-M DETERMINED PANEL LENGTH BETWEEN 1✓ AND %-'. (3) SEE SCHEDULE BELOW FOR TAN. PANEL LENGTH OON POROSITY QUALIFICATION t INSTALLATIONS ONTO WOOD ARE LIMITED TO t 95 P,a I MAX. AS.D. DESIGN PALMA STRONG S\� \ ASEg/ 5 6, IC tr tI FOR MAX AS.O- DES IGII LOINS tr MAX. PANEL LENGTHS GDR \' AD dECigN EN $PA[Ep B 5 USED �', .. r 's FLORIDA BUILDING CODE (Non High Velocity Hurricane Zon *•iDROWN ', = cm» ate' "r 24 GAGE GALVANIZED STEEL STORM PANEL "-BT c' �.•f-`r 9NIE 7e `=s �__= F-1 IL ECOINR.%'`(C' GLOBAL PROTECTION PRODUCTS, LLC. 0T a;T" •.L•%y iu'2c7 'IOGoa¢NrLst].Ts''iS T" : ,mow• :°>r aA corAN, [[tT ,.�wrn1Ha 1..FaAm .Mr n1a1E. (w)eeR-IH.s, SAX wNe9-tan20-175 N-/7.n �T wATal AINF PAwANa NaI.A,A"DM; _,_ -. . , —_'----_ I- - — ---- --------------------- -------------— — — I N GENERAL NOTES /� Nun FOR ■Y es 4eFFIY A - MAILED eTM S1; _) 'A.S_NL _lirl-ui AEtY. SPE^v,!i Gt{AYIL[_.'i•Jl-is _MTh., _Q STORM PAIR SHOWN UN HIS PROOtI,^ EVK..AnCN COCUMENT (vEC) HAS BEEN VERCEn f0u fCJMFLMNCi IN ACCCK+CUHCf •/ A ��' ANCHORS, HAND 1W RUEC4• !�'. �\ I WIN THE 2020 (71n EDITION 01 THE FLOaIW 9NLOiNG CODE THIS STORY PANEL iHAU NOT BE 11STK'�p AT <BGhI E PAAA£D FF /,4 IC VANELMA/E FEWYF IC AND PANELMATE r,_US AN -NORM. _ 4ANUFK"JRCD B` ELCO r_-UNc1T+,JL iION FFHrU.Ic STY HURRICANE - VELCIC HU AhE 211NE5 MMAO-;M•DE BROWARD COUNTIES - I % ' c P V ( / ) ,/e RAC COWS ER ND� I t PSECTION 1 F r( r- A wrtl DESR;N wl,e LOADS SHALE!. BE DETERMINED AS ER609 0 � MENTIONED _ ON 5avt [ _ f ABOVE E )OE rin R u r- A 7:IG'e /6' WO BUSHING. AS ,._ _� EC P. .t rD:Nr �I'AFW )I 9 5Pc tY r0 5 JD B .L1AL S v iN P '') [ R 4 IF TI G - SPFIU A_ REQUIRED B JURISDICTION WHERE STORM PANEL Wsl. BE ry51A LE., AND 0 D EC OhWTY ACOR 0 C E K IN 7-, Yf n THE 1 '4 .0 RATINGS N H _ D U AISLE 6 AND SHALL N MAXIMUM S U Slt 1 PRESSOR RA d 'N Ai S CS '. I TF T 85 USING 0 E TOOT E TILE F v5 CNC TD U E _ MINIMOM THREADED P.UIa :Mir WCNq APr -N 4NC R '! ^' it {'C.' PANE lJ= L EADEU PENETRATION . .� .rq S S+/v_. BE I 1.'1 AND ]F r. C .L 3. 4 DERU to tr 17. 16 AND PANCLAIALE FEMALE ID IN 1 9 Y 7 .T I' t p T-i 'IRS' ORDER TO vE 1ST NE ABOVE CL7NPI ION, ULnNAik DESIGN WIND LOADS CCTFRIIN..J ER ASCE 6 SHALL RE F 5 PRESSURE RATING BY A N P MULTIPLYING THEM IN T COMPARE TN W ') MI 1 V THA PENETRATION R THE T. PEDUCED THESE (4 1 ' -/ 0: ,CO SCREW, NHS E ERGO FRAME UMi RE , 1!2 NO NRFAOFD L HG F.M B, C6 -RT3CR 0 .,.M ARE E / MAx SG NMU £AGOG ECCO SAAL. THREE P r r CONSIDER[[) I R R -N ? T INDICATED SHEETS INS I ^ 1 ] ! L rf.INArv.IN INTO STUCCO SF U,L BE .0 >10ERED a^ ?ART 4 TIE C UrR N N'TRA'IJN ('ESR. PRESSURE RA E RE RATINGS 3, DIG ED ON 5 _ETS 3. 9 U tr B C 0 CL THREADED PE11 AA,T I, ORDER TO VERIFY OLM ANCHORS ON *h95 PED AS TESTED HERE NOT OVER STRESSED, A J3S INCREASE IN ALL tlWABLF ' "P -. F I , r f. •1 WN'W.14 EDGE -'R !IT Wr -H 'N' "A1 ' •N THIS a• OR UR WIND LLUD$ W ` D It, TMDH ATIN Y55 FALL cNER'. $PACI•:G '^ WCOU ' A$ BEEN U-1FRY'NED 'N .. .Ur•C Da'TANCE U[ LAI SCPEWS U JUJ SHALL BE U JIC EC $ CFJN:MG A, tl0I USED ACrJR0A/KG WITH N.0 20:0 E 403 y r T 41N P N TRA ilN "HIM SH I '4' - A 1 Wf -irRM P .A t. ! ^ . C4 MINIMUM E E 1< li WUIJO BUSHING K_ '# 56 P 21' SCREW!, USED $H . BE /1 L+. O/UV PANE, c ADC l:K.- OR IMPACT, AND MIND RESTS NCE HAS BEEN VEPoTIfy N KCORDA.CE WI sE � ICY. 16U9 O' / / Q n /I AY MINIMUM FOR w ' W T1, IN[ SHGUID . UCrO E 5T. ., U A.L_ NO STUCCO NC `h M NS ONF� [UDC A in FORT OH1 U r, 0'- WC Ott9. 09 4S ADO E S PER AAIEAICAN TEST LAB 0' SOU FLORIDAL DA REP B C 02 I. I 3 RREPORT c V PEF SST t?_y9 tr AIM C }3Q_0 STANDARDS, AN(J ANERICAN 7ESTTNG V�H SOUTH RJR"1P ':3 D1-10 4_ ER 2/' m HAS AND TA$_203 PROTOCOLS. AND AS PLR ULCULA•'nN5 PFRGCAMEE, 1N K'UIRDANCf w/ 5Ff-ilCm 1604 OF -HE _ _1 IN PSI" THAT PP STONE, LR PRECAST PMAN STIICCU OR W000 BOAT[ 5E FOCwC ON t.lE E ING HAT REACH FI ,R Oe EU1'..O,NG CODE WAy ANC•!ORS SHALL BE RUNG ENOUGH TO REACH THE MAN $7R'JCTURC BFYINU SUCH rANELS AIW H NA' ti N DI IN t . ORAGE 5 . BE AS MEN O F. C ). C 2i A C. ) At: At'JMINU4 EXTRUSIONS tU BE 6C163-I6 KLvY AjKCr iEMUFR 'UNLESS OTHERWISE YOIFOI SEC SHEET ? D) ANCHORS $HAD BE N.TU r.=C rt7LLOVRN(: 4l'. 'tP THE NEC+iNMENDATIVNS ANC $AE•:R LPiWNS 1r THE ANC aOAS ADWVFKTVP. 3 AI_ ALUMINUM SHEET VETO USED Ai CLOSURFS SHALL HAVE 3105-Ilia ACLU, P '>ANELS MAY A.Stj BE 17SKLED HORI,INT FOt_OW1NG N t 9 KL' S itUnCN DETAILS . ,WN L1. SGr IK)N THROIGH 6 (SHt E T$ 4 ` -� "HST Y THAT n I n .COCA, S [XCCF" EACf-PS 8 $HALL H.T RL JSC_ 1 L 'T IT W. A , f 1 • ALI Sr[ -EL SHFCT VETO PANELS WAIL HAVE S NIJC tURA UVAI / STEEL, A_• V -653 GRADE DC MINIMUM, G 6( .A. VAN .E C: ® ® • T SF 1 I ./'I- L AITR S E f•F_ t�YA' 0 92 a -t RO(.LED' - iI r P 'T ,Y LN j SFLK, B( If R_5. ONSIBILT' r. THE CONTRACTOR TU ICRI SCNIN NE55 ' T iN ^TUA WH'R F.HJT1 P Ir 1 E D J E 5'RUL E AHEAD E . 0 BE Tr I PROPER TH< H n c S_ Al SrREW3 TG RT S^4MF55 STEFt 304 UR t:6 U5 SER:ES OR CORt?C51CI1 FES'SANi COA 1£'v CARBON SIE£l AS PfR LiN R'ItL C .'RAGE _ _ L BE C' CL r.t _G CASTE BLO_ ,0 E P.,,CING .. INSURE RANCH' + $ U-i HA _ ?Y Y ATTACHED r N -K OR wYJ' FRAME 5KIB Wi 50 Lyi TIE!, .7RENCTN AND 90 Ka TENSILE STRENCptlA ANT. SHALL COMPLY N/ F:.OFIUA RJ10ING ROUE Sf CI„]N B' I'LNGS r I ,IT 1 33.4 ,` R<rllt_AR PANG. LENGTHS $ li'YER 9E FCR SECTIONS 1 A. E 6 K'r • 1W tr !� [J TON SUACIHUT-, A i 'VET L S N TINT W R F 00�7c TO BE ASTM A- 107 GALVANIZED `IEt-_ OR Av-1 N•, SERIES S:KNLESS SIEF1. WITH 11'.I I,, MN M'JM YICLG STFchGTH ti.E[T$ o. S. T tr J NE=.PECTM LY; SHA,i HAYS A IFGI(p,C ANU READILY VISIBLE MAVf (ING NSTPI.:TIN; OWNER OV rtrJNFT 10 -'4 (U IO SECURE PANELS Win. APPICABLC REINTGiCEMENT DURNi, AERIOGS OF HURRICANE WARNING T n , jF5 TO WALL. $HMV BE AS OII VIVS _ i THE INSTALLATION CUNTNAf:iDA :5 TCl SEA. /fJJJIF Al! SNVII[r{ r(tAlw'NL Hr fUGkS wHI(PI Pf MA.. ,N ,,. H,il tr �. .tJNIA('1 wI:H H - F yl�_ THE BU SxNG TO PREVENT KINCINTRUSION ION (AT T L S STD E I 'DU ,O Ij4'0 TAFNCN ANCHOR,A< MANUFACTURED PC Ii W R1.: LjE<. rNr.. (Min Ic.-1, 97 ,,I.) :3 STORM ?AISLE IN$'PLLAfIUN SHALL COMPLY WITH SHE',=. INI;ILATFD IN 'HIS DR/1WIIYG F'.US MY E,'1D11„ AND ZIIN'N<: RE GV:A:IONS Ij4' 1 v T/e' CALK IN ANCHORS, AS MANUFACTURED fl. (XIYAI NC PROVIDED IN, NHL NORISCPCTIOY WHERE PERMIT IS APY{D If. e J'i SC UFT D SIANCHORS, Ai ,TRIPITEE !D' r NI 0 C _RTw X)L' tr $PEC'UY CO t fn1 ,HAG P ', T �! n F DOCUMENT F Ffl P Y t! A" _' PN. N'c 1 ROJ X. .. A1_J.L 01 DOCL E ED E ARE[ B H$ CTNG:NFEP E G N FF_ N OC < n' ) .,_ NT 1RMAtRTN j r A Y.r) 1 1 E C G E /III,_,Ip PAn[LwlE PEARS IO 8 PANELM47E ALuS UYCHCJR$ AS 4ANUTACTUREL' Bt EtrO [: h5'Ihn.Tnw PRLTGUC7$ G'DP A 51'E $„ECirlt PROJECT, - WHLPE 'HE <ITE ^.NNDInpNS ly_ywTE FROM 'Hf PE _E, 1/4'0 ZAWC NA'-iN ANC,K;RS, AS MANLFACi',,RED 9Y CEWALI, NC it.: CNTRK.TUR TO RE RESPONSIBLE VCR THE SELECTION, PVW,h4SC ANG NStAL,ATON w LLDONG JGE AEC-' C n,l r-RODv:- _ _ BASE,', tN IH15 nEO PHOdIDED HE/SHE DOES NC. 7f`1MIE FROM THE ::ONUIT DNti DOMES ,1v Iw< •.KX.LMf Nr A'i OF fAA(:CY ANCHOR$ IN'G POURED CU!.S'.AETE >HKI Ei ` ]/a', 1' T,>R fLLO ?ANELMA'L ANC CONSTRUCTION �AFE7+ A' SITE S ONE CONTRACTOR'S AE5PONS,1�LRt I 'I"Y OR ,'AMENt ,/: POOL TAAK NNLm ANC,KX+S (c) TA:5 PVOUL'CT EVALJAnON DorLMEM WILL BE CONS,D'c RED ANAUO IF M�DIFIEi� 1 H R<•. •M . 1F', 7/ !NI tt 'R 1 - NT INTO A.K EAU'-w 8 SCUD-SrI ANC 0 SWELL BF .. BED[.• R D TF POUNEU CONCRETE O :,4REDMEt U 1 ' R ITT , 1 : - I ! N' STUCCO - 5 U�CU SHALL BE F'f M 1. • 10 $CREW$ USED SHALL BI- I-' _ONG MINIMUM SHOULD TUC E / / � 'Al 5 :tVIC Pkn C. - ',I F PREPARED O Y A E R R-- TR.' n=�'.• nl:'H w �,= ' SITE L B. E RE B IV IOA _TEST A ARCH W LI BE.OME 1 R, AND T' MINIMUM FOR MALLS WTiH NO S1UC(fi AND MAT Et£ HEADED SCREW$ OR ALL n+REAOED S+:ACYN$ W/('/HCA:'. ENrMEER Of VELURE LOUR; FOR THE PROJECT AND WHO will. 6E RESPDN"illLL Gr}R THE ENGINEER ES LBLJ (A L", WITH WING NUTS PROPER USE Of THG P E D ENGIkEFR OF RECORD, A(I NG AS A DELEGAIEL I,;INEFR 19 THE I PED FW;INt ER. SHKI SUBMIT '(I 'HIS Inr1Ev IHI. SITE 'FCIFIC EIRAW14CS POP RENEW A I) ,N CASE NNAT PRECAST 5'ONE. PREGR CONCRETE PANELS. PAVERS, STUCCO OR VIp7O BOARDS R= FU1, ,)-a •,I, ERIS'INC WALL JP ILOOA. AB;HOAS SNAI, OLE ICNG ENOOOT1 TG REACH T+J( MIN `.,TPt ,AE FAIT ND SUCH PANELS IT I THS PED UM 'HALL B•: THE LM'L AND CIKIGIN.Y SEAL AND '_JGNAT:IRE 4 'HL PFh]FL5"KJ1FA I ANCHORAGE SFIAIa E'F AS 4ENTIUNEL: IN A t) ANC IN Ai) ENGNR OFALCOR: THAt PREPARE[`" If'.! 'C'. LAISTiN^I. CQNLAI.: wPlICK WAIL A571A_G_30 11 SHUTTER MAIUFACT.PEA 5 LADE - SHALL BE LOCATE:. ON A ` rADILT VISIBLE[ LOCAT Oi•I AT :TORN 1/4' 0 TAPCON ANCHORS AS MAN11f K,UREC BY I I W RUItllf, A. •WC PANE'_ AH'_T)FR IN ACCORDANCE WITH SECT:,ON 170992 OF LORLDA B:,LD!N, CVCE JNC LABEL HALL BE ,,ACED FOR EVERT DP NINC LAKLINI� T] r_OMPL' WIT,. I/4' e . 1/e' 11K-N ANCHORS. A. "ACTJRC, jr, DFWALT, ING `;EC'InN 1TEw9] OF TITS t 4'e ,t �/,' SOLE, SET ANCH T FLORIDAORIA BUILDING CODE / OAS, A5 CN$ IBUTED 6Y ALL POINT SCREW. BOLT tr SPECIAL-T CD /14 10 PANE MATE IEMALE IT) AND PA1fLMATO PLUS ANCHORS. AS MANUFACTURE[ DT ELCG CONSTRUCTION PROOI000 1111110"', 1 /4• A 7AMM. NA -IN ANCHORS AS MANUGACIJREC: Bl OL.A,I INC XJ1'�"E'P_Y,.-I!((/'se,_ 1 %' A '. MmIMiM EMEt.OMFNT UT iAFCCN AKnUPS. [NCO FAiCLNPTr< ANC iAMAC NA.VN 4/:C NUR. N'0 IMF TF 'r✓9%yr; �\L ENS FLORIDA BUILDING CODE (Non High Y010[il Nurrlcane Zane BLOCK :NA SHALL BE I/.. 4 ( ) :' Tun A.- „I'Eto - R?I :ASK N St 'OL'D S A.',HOrS SHA BE EMUEDUfO T/ft I' G '!NE CONCRETE EL'7CH _w1 ND LL oD+!'mfi44 B7 '; a 24 GAGE GALVANIZED STEEL STORM PANEL I. w"i e` SUCE'U SHALL OC PERM'TifO 1!4' a 10 SCREYIS USE:' STIR!-n BE '/2' LONG V!NIMLO/ 5•'O..P;-F,G FN151. * '•. ----- - 97 ME • MINIMUM FOR IIA_: S Wm. NO , L;:CO S -0 /y STATE F �,Lr / I L E C O INe GLOBAL PROTECTION PRODUCTS. LLC. z 9'•. -) N LASE THAN PRECAST STONE. n_ A,CA_S• CONC,PETT PANEL. STU.CG OR WOCU BOARDS BE TOUY EfCOR I. �. )-.; _L. 4-v' I LjT TESTN9 . [NaN�EE- CENaPANY VS -"A•' WALL ANCHORS SHALL ENOVf•H 1G REACH THE WIN S(NlY..1 BF H:NU $NCH PAYF�sl• • 'G\ L_R,n 20-175 _X1S`NG BE LONG TIRE o,.. 1M .I an ••,GNAT I,H•)6:a Hai •aA N. x89- ANC11OAAGE SHALL BE AS MENTIONED ;N 8 I i AND 'N 82) �iru/ONAL �'C•I\ �'-p. � ]AA,AH'1 'Hr ---- ]ppR7. "ENANIl111t„ ool, „E AA/MPRPuRL/M,[ w'i[.. A t4LA .u, PE _- --�- Low!:. - raft r u Ie __--____ .____ -_.____ ,.-.�, -__- i- INSTALLATION DETAILS FOR REGULAR PANEL J', INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES POURED CONCRETE EXISTING POURED CONCRETE I _ .._¢STING OR CON(:RETE BLOCK OR CONCRETE BLOCK I t . RE - ;" L REOuMrO CONCRETE ANCHORS 4.1 CONCRETE ANCHORS (SEE SCHEDULE ON Y. SHEETS 9 THROUGH IO ,2 '; (SE7 SCHEDULE ON _ SHEETS 9 THROUGH 10) .. � I EXISTING POURED R%>,) CONCRETE DR 1 CONCRETE BLOCK H rs OLEO RED ie HE1/ aX __ MA%. --i- I M" CONCRETE ANCHORS 4 - I i I (SEE SCHEDULE ON _ I I I EE I E D 1 i SHEETS 9 THROUGH 10) 1 -'. 1 f i ,: f EOI 1 / I I 1 I E 1 ( ' 1 M, ' T 1 SEPARATION y f E 5-e can . 1 A G C A11n. I T S. eats e,® 11 SEPARATION q R G PWM L.D I I I I TO GLASS 1 E%15TNG�,� (Sff SCHEDULE jji UM Hm PIl41 `- ± j Lnm, - r-f3 •L• MI. I FW ,Yr¢ A 70 L1A55. � ; I tomas, Pal r C (SEE SCHEDULE 1 i � I I E GLASS 0.Y 5•IEFT J) �� 1 PAW-1 tf NGih. 11 1 ON SHEET 3) ' 1 I I I i I `- I (SEE SCHEDULE. I ON D I t IT I ! p 1 I 'i u9.. NIA^. SEPARAIIONI I f '1, MO. E TU GLASS I 1 1 PANES 1 / CONCRETE ANCHORS I- L sNEC- }) i { E D 1 E LENGTH PANEI LLNGn+ i (SEE XFE.UUIf T 1 (OEM LE �� (SCE SCHEDu_f ON i I I 11 O ` I i i CN iH ,ET 3) I I / SNEETD ET ` SHEETS 9 THROUGH10A I f t.-1; R I t T I T i 1 i OF ''L' G 5� 1 i F- '. 1 EX:STINGy i ! I I1 g I NAX '0:'c.In I 1 SOS CLASS I I i E •, EDP . I [e eats OF L• i 1 I I- !.' I I { w� a 1/4• D.c I I MAX I F ': I I I I I I I I 1 1 E D I I 1 E.D. I f 1 �T G POURED i 11!151 I ! ,-, I I S SA' I 5ONCAEx ^ONCR- F OR I IT i2 t/2' G[. ' I ((Ac APPLICABLE) _ !�6"' ' w „va reAo Ilw eNDEA .[K EUEw d ..ONCRETE BLOCK I ECONCRETE AEOU!RED. jj�� AYCHon -J 1 SEE SCHEDULE ON - I I1 ( ' �i -EV--'_ -1 I- ,!: 2o-+•ss Ns. •/ MR • » I/2- T.c 1' Min - F .-II r SNEETS 9 THROUGH 10) A I ALTERNATE i I W/( ONLY WHEN rJO ._ _ I. LEG LOCATION i 4 �I SET 8 CALIF -IN ANCHORS ARE USED tr w/ ,It��•a�' MOON EXIST POURED C04CRLYL ALTERNATE CONCRETE_ 47tS2NG POURED CONCRETE CONCRETE ANCHORS PANE LMAT- ANCA% OR CONCRETE BLOCK ARE USED REQUIRED, ANCHORS OR CONCRETE BLOCK REQUIRED STAGGERED w/ STUD I (SEE SC9 EHR G SHEETS 9 NRpJGn 10) SCHIA (SEE SCHEDULE ON I G -HEFTS 9 THROUGH 10) 9U11 SESinON IJOrTING SCALE 3/e-1• MAMNG SCALE 3/e-,• WALL MOUNTING J DIRECT MOUNT SECTION SCALE 3/6-I' I 1 p1H1M,IIIUNyA R A. T! , '•-,'9 ��-`1�:' LENS , FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) I E D. -EDGE DISTANCE EdOTt _FSffiSOMBINAT ON OF SECTIONS _ 0. 44167 c z # : * ' - a STATE 0� , - _ J'-- MOID IKTLOO. MC 24 GAGE GALVANIZED STEEL STORY PANEL _ • GLOBAL PROTECTION PRODUCTS, LLC. IL E C O INC I.F »M.N w- m/n' wa (SEE SCHEDULE ON TOP & B07"rOM MOUNTINGS CAN BE = 9- %. �,C'. fC , . - OR! Milt TESTING R ER uI COMPAN, Sex s.e- S, PffT H 1 SHEETS 9 & O) r T COMBINED W ANY WAY O SVI ANY ' ", '''(7\ �)� • a. w +,a"rlma„ v," PRIME, IL "'-'• �1_• - Fan . RL. PHONE (sH4)eee-Ysie- TAKE (n,pe9_e7R7 20-175 INSTALLATION /O-x- . 11R•RRFG No I �91k)9blArux(/O FE i, Enunl.l fA-OOm119 wALlR A tntrt A,. PF RQ _ Mte2 etmT . M ,e 01 '\ a a 4T EJ qb V C to o c iO -C IU " V 1b 40 , QA 4H� P 3 e i -E3 ti Q `C -6-0 a) (1) r— Cn N _ CU O U _0 N Q Q O L_ C .CM Ca U -0 a)C/I^ n- (ll O CIO U O Cv -- — O L O (1) CU 0 O -IOOO- `v v1o� ,,- O Ca „� O O L -- VJ Q Q z ---__----._.__ _ -� - - ! ----- — — INSTALLATION DETAILS FOR REGULAR.- PANEL (1; _._.______ __._ — -_. �_ -- ----_----_. INSTALLATION DETAILS FOR REGULAR PANEL .1;I INTO WOOD STRUCTURES � INSTALLATION DETAILS FOR REGULAR PANEL 1 INTO W000 INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES AL.TERrM1E CONCRETE I C----._-____-_ WDDD ANCHORS i T GLASS. - ANCHORS LOCATION i (SEE SCHEDULE ON _ 1 (SEE SCHEDULE / :-x.r' LEG CONCRETE ANC)gR5 (SEE SCHEDULE ON E%'STING POURED CONCRETE T 1/4'r 2a,' 1 4 KE L ALTERNATE (SEE SCHFOIAE ON ExST+NG POURED CONCRETE SHEETS 9 THROUGH 70) SHEET ,1) '3" R e / oc I ON SHEET 7). 1 - D LIGATION s,_iYl re,.O can ss wLis w,® Kt_ F T OR CONCRETE BLOCK OR CONCRETE BLOCK - T_._ __ �_.__. _-__ f I I I IPA tlKR r-e� '1' M 1 BEAM MAC' EKES��G RAIL ,�A • MAR ! D •�Cn SHEETS 9 HROUGH 10) REWIRED. -.' t'- - EXISTING WOOD gEWIRFC. -lA TERNATIE LEG %'1 -T.--T ' I 1 ,+". 'EC El CONCRETE ANCHORS I EXIST] _� PANfI LENGTH R�EG STORED ENGINEERBE D OR /TIE, EXISTING PWREO - E.D. ti LOCAt10N _ w1700 HEADER ' 2�1 WOW ANCH R5 _ / 1 GLA55 I (+ I A a) (.TEE SCHEDULE ON ._ - D _ I 1 1 I 1 (SEE SCHEDULE I ARCH PRIOR TO $HU7TEH i Q �' CONCRETE REWIRED.,. - AA,AHEA �- a) a) Y' SHEETS 9 TIHRDIIGA 10)- `2; I REOUIRFO "t 1: 'SEC SCHEDULE ON I - Y - `. 0 _ �. i', I t/4. i I ) ON SINGLET 1 F N NSTALLAibN. WOOD ANCHOR$ KTFPNATE WOOD ANCHORS S---r---- - 1' Min - / '� 1r 1 ,{. a:. ` - r- Inn - 1 SHEET 11) , 01 - - n I SPACER IA •eIHMX nh sPEXI M {p 1T iX r0 RA44X •GP t' ` ( r - L ON SCHEDULE ON i 11/,• I 1ti c_ __ _ _ ft MDFX TP 9CRltl OK 'E••:: MAk _-- � A®e _ tO E - e 12 1/1 OF / r SON (SEC >CNEDUL (SEE SCHEMA i ' 1/2' 117E I I1 /2•r _ SH_E7 , ) Sr1EET MAX CONCREr_ AN[:•HORS t/4•-tat' ee Ns / Mn MAX I I _- r 1 ! 'TOOT N SPACER ') i i`. Qr Y' _ 1 I 1 e '2 1ST' O.0 2- I I I P, L-- IENG-H ; I r t 11T 1 I 1 2 - O 1 ( --_ 1 (I 1 An I WOOD MEAGER I • 2' I _ I I MAx 1 Lc �.11-Ee9 r 1 REODPED -( - ,..�{ T• t 1/ r - s T7•• ss M 1 _ F - i HEAP earn - 2' I EO I I /1 E/per}- -_I 1 1 S-1 I E.D 1 E It R t/4• Pe I 1' Mae I __--- 1 -_ __-.-.I 1 'MAX. W060 HEADER I t E I (SEE SCHEDUI-. ON I I j�", I _-. 1 RrOUrF7rJ I I r ...1 CO I _L- _ I EJtISnNG 1 1 11 I} 1 tat SHFTTS 9 THROIJLI^ 10) :tw E I I I 1 ' L---. _ I 1 1 G.AS$ `S, I I " K[AP eaC [ 1 !® I I PANEL LENGTH _I - 1 I ( - _ • _-_ _ NY000 ANCHORS I 4www� -G 9 I (I J E D I Ej __ .- 1 _- 11 L i I CM (5 E ApL.E AX LONG /NINON SHEET UM R$ O 12 1 I I 44 I 1 EXISTIN tl I i 11-3) j I I [ I1(SON EE SHEET 3L 1 M,r.. I I 1 I I SEE (SEE •' BELOW FNR HEFT 111N5 FOR1/2• I Min. t SEE SCHEDULE FJNi _ I 4. 1\ I _CLASS f A11 .f14 •I iE/ ,, R SPACER ® I I 1 9 t 1 ,i 1 1 I F I ! I I _SMCE:7 1 t - q`1 WA I f '� pj1. ,.' I I l i.1 . i •. f: A SCHEDULE 1 SEPARATION 1 e •i Luk 1 ) I 1 'I.- Al" 1,/2• LONG SLEEVES. ISEPARADON TO' 1 ' (. i! I`I I 1• e tSe Bate w I 10 CUSS _ 1 I PANEL ICNGTN I I E PANEL LENGTH I I GtASS.(STF ) I I EA! f Mq'X'[7� I 1 ( OA SHEETS 1 $LFSCHEMJ I SEE SCHIIDULF OX -+' N 1 Ile rtw I.Iki iTON TO G1A.55 I I i ,,, r2c.t' :7••,-ta,• 9 tr 10 F ( i,SCF SCHEDULE DULf 1 I I I ( 1 SCHEDULED, I 1/,',-tat' 1 I I - G. I 61. eats w A ON SHEET 3) 1 E I ON SHEEN }) PANEL VIArE PORTAGE 11 OR PANEL -1E ION SHEET 3) 1 � �9 ea5 •,© 1 M:n. SEPARATION TO GtA55. _ [ I ( 1Banr 114w )'e•1 1 1n (SEE SCHEDULE ON I ii BOL3 w'L'9 1 ON SHECr 3) ( I M G $PAGER I 1 1 ( ON 511CCT 3/ i I L I I tl `� f f ,.' YO' -7 I I W G FeeMM _ I . 'a . PLO$ ISLE SCHEDtD_L ON SHEET 11) Ig MtnFTR •TAR .. ) At• 'L' MAX i� PANEL LENGTH , SHEET 3'' Etlq ra PIItl 'l Mm , , 3 (MY Mtn IINP3 I ! ' e BotrS .0 F I I f i L 1 ( 1- SCHFj)ULE CNN SHEFi 3 1 ( ss reaR w Y•-+ I 1 , (SEE SCHEDULE ( J I i U/10H, oral r� j PANEL IENCTH 1 - I A U� - s.e'1 E f 1 `( G oaM I N•n I 1 I LIN :M PQ T4 'L' MAX 1 [ I I A• G aMAIP N Mn I ON SHFEI 3) EklSir_11 ' id 1 (SEE SCHEDULE E%tSnl3U-I ��, 1I I I 1 I I 1 (UwTH wO, >-C7 EXISTING ) SEPAAA710N I I `I ' 1. ,©PAMFl LFM'rHA SEPARATION I ! 1 GIA55 1 I I -I ON SNE� 3) I .. I ( I OEA55NG [ I I t r(SEE $LHCD•)LE 1 i- 1 i ; i0 CLASS. I ` ( I TO GLASS. -! 1 - 2'.4• WOOD ON SM[2T JI OLJL55 I (SEE SCHEDULE Q GRASS J. 4 GLASS II I f PLATE REWIRED 1 I I PANEL ICNGTII hH Fp1 't°EL _ I I 1 (SEE SCHEWtE C%ISTING A _ ! I rD,.T.Pa ., ON SHED, 3! 1 ON SHOE 3) I DIRECT MOUNT SPACER �A i i i i i I 1 0 1(SEE SCHEDULE 1 1 'D Cn - , t -( I - _ SILL ON SHE ]) I 1 OF *L* I I f I.1 ' 1 C I [ _ 1 - ! 1 , , - `` E I I -t E r I ,_ i 'I[ I I ALTERNATIVE 2W' I i i- ') x A I uAX , I _..-_ -d AMx tEHG'N 1 1 r I I I 1 , Or -L I ' 1 5A SCALE ]i0-I_ 1 i , 1, SOd ; $ I ( DT ; _ h !RE t SPACER 50 s A I 6 O 12 112" 0.. 1 I !f6 r� �� I 1 1 E 7y - - SE II tr _ .. MAX A /4 I E �,T/ E 0 1 C D - DF -l" I IMAX 5 D N THIS T A I MAX T I 1 - _. 1 ,� I SO ,2 1/2' O.C. 1 - 4 DESIGN LOADS TOP 5 N5 AL_ TON -- I E TABLE t ON SHEET it FOR MAX. PANEL LENGTHS OF •L• [ r I • 1`! E i 1 , _- -- I F I '__I_-- i I i$'.� <r L r 1 I I j o :i •/2- o-c rD I,_2. I •y` -- (1) COHCAF,f ANCHORS --.. 'S' It 'I.- e0.0 CONCRETE ANCHORS -F - I I 1-_.__.._--. .._-._ ._. 11 - _ - I ALiCTMINE1$1 A 1 ( ' r0 I , _( ii„R[s 1,uo ears _ _ 1 I 3/4- I NO R3 111 EXISTING POURED - ) (SEC SCHEDULE rlN M 4, SEE SCH'OULE ON t ' -1--= 1 Ca } 1 I I I WOOD ANCrIpRS * J(c [ffi)(; ' CONCRETE `,r ) AL'. COND111UN,i SHEM 9 •HROUG. 101 '�- SHOE'= 9 '+AOVGH O) - , e' LONG VAX, ALUMINUM I . - L _ 6 ,/4 O[ EDGE Of wAl1 OR SUB 2 / - 1 J `. GINSENG POURED CONCRETE ••.. EO I -. _.-J I 1 STAGGERED w! SLID mom, IM 1MY N 1 r/Y LONG Ir I _ ' I j REQUIRED SPACERS 0 6 t 4. O.C. VALID SOP ( _ J W 1 _i_- _ _I _ -_ -_ i (SEE SCHEDULE ON 1 { OR CONCRETE BLOCK EX TI#G POUD BLOCK LENGTHS PER SHEET 3 I , _ _ _ _ _ -._ ..-_. 1 1 SHEET IT) -2'x6' MOOD 7'.a' W000 PUTS (T-I OI H eREQU•RED (SEEDCHEDULE(1) pei#U1tg11 a IAIRfm ro A oN[ stoRT M40NT„S 1Nt11 IS'-0' woo0 ANCHORS / EkSTING POURED CONCRETE ALL DESIGN LOADS AND PANEL II I -Q i 'DECKREQUIRED-�CONCRETE ANCHORS � .:. REQUIRED. ,�(�s�` t' MA%_ LINK. KiNANUM SPACERS O 12'.4- WOOD I I 4 *am _ I MAX " ROM HEIGHT (TIPS C A A6TRICI OM FROM AMA - ( (SEE $CMEtIVAS fXJ(SEE SCHEUUIE ON REQUIRED 0*, 12 I 2 OC. (SEE TABLE PRATE REOU[RED I MOOD ANCHOR$ - WIDRIC 'EGO aA6KNtLv Npu7ED ON n(Lt 11)' (SEE 5WCHORS ,7N ill;.-- - 1O 0- SHEETS 9 THROUGH f0} E.0 - / rt I { STAGGERED W/ STUD ' 1' MN. SinARAigN ro SCRs Ix01c4tEO PLAWORD! SHEET ,t) SHEE'S 4 8 ' 0 J 1 ON 9hrtET J WY eE IEDuc[D ro t/4' AR PUTT REQUIRED UY ArICIrOM oo[Ic TNIU CAINOIEINI M IP+IEt WR FT3NAL ID M SHEET t 1) I (SEE SCHEDI,KC ON LONG m TIE %CHI., co."%,; ALE PANEL .Wn AN) yWL K SPACED 1MXY4U4 AT 5 ,/A' O.C. II SHEET 111 C9NIPLlm ,etlF (THIS 6 SHEET e)A 11E51RICfX]N IwOY 12 ,/2' O.0 sAADe•C ALLOWED COOK - 2' Min (I) MAXIMUM ART DESGN PRESSUII I CEILING AND rLOOR MOUNTING BUILDiOMNTING WALL MOUNTING /DIRECT MOUNT WfSPACERS (9) OR i I RUNT a .W, -45 A.1 (3)MAIL H cro[ PANEL UINOTN a LIMITED To N• AT ANY OPENING SECTION 4 5ECTION 6 me a. Ie yntec CN IT'D. UEDn, PANG LENGTHS AL1D,eD ON SCALE 3/6-,' SCALI 3/B-I' SCALE 3/a-I• Cn 2) M,ILIMA STORM °""° rNLTH a WALL MOUNTING / DIRECT MOUNT s0[oAE sEn ,I) COO 7E' CEILING AND FLOOR MOUNTING BUILD -OUT MOUNTING `V WALL MOUNTING u) STMN PANEL IFe[ALAmR 6 uAY ALTERNATIVE 2W ,) , ,n oNc LLATIO cor i i/7- pA eNAN N As emONLY aN ALTERNATIVE 3W M NATIVE I ALTERNATIVE 1 W ONTO AN EXlSRNG ecoo F,NAME wML SCALE J/$-,- VALIDTMEET O BeTA 1 IMI M I MET LaNc TA,CER aw Lrs ONLY $r_ALE /B W I IwA FIII eem zoNo I, 2 ANo ] Ae Ie2ERRm w ASTw SCALE 3/8-1' .L SCALE 3/8-1- /A) WWALATITN YNAT OKI FOR e"D --- [ 11NI6 STANpMO AM THE 2m0 (Ye, EDITION) M THE FLORIN �R A A.1L41n111111NIrN,NA ZOE65- 2 B 3 PER ASTN [ [1NIIIII/N101 11 11F111NN ] -T- . il_'I ."o,E A:.r�Lc lA, I - LE ER A:.r!�(il� - - s 1.°` \ceivsF l w �• ' c �.• \\GENS�E'-�pLs FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone a �;' \,\COHSE( :f9 , FLORIOA BUILDING CODE Non High Velocity Hurricone Zone) NQTF.QR COMBINA7)OpE_Qi_SEG'CN`' n NO.44167FLORIDA BUILDING CODE (Non High Vefocit Hurricane Zone c I INSTALLATION ARE ONLY VALID FCR MAX A.S.D z #. F 0. 44167 e2m0 I... We Fl. I INSTAL IATI(NN ARE ONLY VALID FCR MAX. A.5 D i TtmT MILE.. - {j. ' * i ...'T"'P0, ec I.P. 24 GAGE GALVANIZED STEEL STORM PANEL NOTE-�_Og_CQM�JNei!ON QE_5E.QmKS I _ ND. 44167 _ 24 GAGE GALVANIZED STEEL STORM PANEL TOR III BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p s.r) AND PANEL LENGTHS = 24 GAGE GALVANIZED STEEL STORY PANEL Q DRAM, Ill DE5!GN PRESSURE RATING (R.s f) AND PAN_, LENGTHS z * : - IJM.w,. e•. COIN&NOD IN RNY WAY 70 SUIT ANY q STATE OF T•jrN n NOTE f➢� CDAABINAnOH_OF �EGT141t . ' * . * . * - \ mnt/Imo TOP A BOTTOM MOUNT!NGS CAN BE AS PER SCHEDULES 014 SHEET 3 (EXCEPT FOR * ' * = AS PER SCHEDULES ON SHEET 3 ? i - - E.D. -EDGE DISTANCE i 1a% STATE Or, Y t - 'T GLOBAL PROTECTON PROOUCT'SP LLC. yt[- COMBINE IN ANY WAY TD GUT' ANY AL!ERNATE 2W') �•' STATE Off-•_r- _ _�: of/n/7mo INSTAL LAT1pN 2 FOR NEW WpJD FRAME CONSTRLiCT10N: W00D ��' f<OR Ny e' - m/al7tma = Z IT�O INe _ I�E C O I Nc. '\ GL08AL PROTECTION PRODUCTS, LLC.. w [ MEMBERS TO 0E SOUTHERN PINE No 2, W/ SPECIE C F ' ` - I L E C O /Nz \ GLOBAL PROTECTION PRODUCTS, LLC. arz (SEE SCHEDULE ON TOP & BO iTOM MOUNTINGS CAN BE ' �O '. f P / - s.w 1 9 INSTAL LA71ON % O A' 1�-. _ �I - sw 11 "ACE' �/O C I Z:, ,P toRED TWT TE,TWIo l [Ha.aEMlw rowPANr MYtE TL JS]14 '• 'I' /eRID :� TTw:res w 6 aTN R9 OOwANY DENSITY OF 0.55 OR EQUAL.NqL• TILInT� N9 a ! �IIR 4coVyRY 'e0T sW !' SnEE''SHEETS 9 & 10) COMBINED IN ANV WAY TO SUR ANY E` " :. r t". Wwr.. Arms n ve rrm- <�INSTALLAD IN ryNATO (G / N« (al) nr_,Aa I. fw•1 en-, - C. ,)6"-7H4s. 1AX- twsA"_`E`e7 20-175 2 FOR NEW W000 FRANC CONSIRUC'.ION.- W000 y ...... (Y 1- °LINE. rL S33M 2D-175 'INIIIIIIIIIH,41 .,,,,,, , _ _rKEa, l FLJ `I. • '� / ./7jr'LL' r9'•h ''•.... N 15 �/ _ o,....,... p,,, R, MEMEiERS 7U SE SOUTHERN PINE No 2. W/ SPECIFIC S/v�`�^�'�- -E(�N-�`AI*IL-1-�wI IT I=rrn-r"�1N A'al (ss.»eP-tw. r,I In,Ne9-etAl Tu�'n`rm' r.• It.I ,n 1'rIT1E- (wsa ts,s. Fu(A6•ke.-etAt 20 175 EENrINtReI ./9XAMTWKfOATE G-0a0e719 _ DENSITY DF D.55 OR EDDAI. ilot I INel'9il`i[ G-wTe1,A - °A"O'E NO A[ a-Mw?w °µ"NO NO wKiA A T'L,T h.. [ ,MtuQ _ R . r+. a e. - w - TAMS'- w . „sa- APt P , m 1Y rM n ; SND[l H M 1e HALTER A "1 A. Rt , m ,1-IA Pm F 1,fLil a PI 11 �R IMLTFP nLLIT R" -� M w;" eNEEI ; , 11 w+ ROIO•I u. 4,IH7 ,•..Ie J -- ------_-- ---- - -- --- - L _-----.. SHEET NO. SH 1.3. I [ I 1 ij '! 1 1 1 1 1 1 1 q'I.-IIII I III III I I I I I — - - — I , — —,-- I - -1 III 11r, � 19,1111 -- -- - - - I -1 I HIRIVIT � - ---- END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE. CONCRETE BLOCK OR WOOD STRUCTURESo VALID FOR REGULAR, LIFE STORM PANEL 111 SYSTEMS . ` p I I,,' I I- ".. I . j.,(j),o OR POURED C ETE J. CONCRETE .(R W." OR 2'. 3'. I 1, 1, I . VARIES 2'.1 RCOO "it" sas�,A 093'3103 --I- as ml _ W01IFFIT; ALLOT cow ALVA, . 5* Mi (1) B.0 ANGLE � ,/... . 1 3/.. I I - 2 1 IA 0 12' o.0 I - I- i :�,i 1 L ,F�2* POURED CONCRETE. CONCRETE , >1 •1 1/4*. . 1 3 . . I =D I BLOC% OF 2%4' WOOD FIUME POURED CONCREIL _ 1 TAPCON - I 2 1/2 1 ANCHOR At 1/4' FILEOuRm CONCRETE lILOC- OF I ,� k- V a c � -;,(A m,� - I 2*A' .000 PRAA`E 11 , . REQUIRED 1 -2 , I I .1 �. I It, � I I \ ,>/I/.- wj � I ! 'I- - , ,4 A � , T - I' -- I --/ / /I 71 . I "I', I I - , -11 - 'cut AtNiv. " e .,- I - �f 1-, ..CHOR iALOL�NATE ULG L�I� I .. . / M, �, 0 12' 0 C VARIES . . i 2' . 2' . 055' ?0 - '11�7, \-- �, I 7, . 5' . 055' CONI I. 10 � I sr miA,, 917� L om I I I," I Obo* POM CG�M. CONCAM .= �, F S,=' -m% I I 9, OR 2'-' WOOD TRAIFE I . \ I J- I I- I.— A, z . ., , ,zv I , y 3105-.1. CIA . , I I I I , ,- -, �: i / , -- ROL"Iff. - CA I 2 112- - - " , , I t /�, I MNG`1 CON, AU.Aw. I Mn\ L I T/ � :. .11 11 . � 11, , . --- I/`* ! SCIT 1,,,�, , cloll�,.TTll AUO� 6 12 OC ./�c , .11 C, At- .401 CASE A (PLAN) SASE B (FLAN) CASE C (PLAN) CASE D (PLAN) SCALE 1/4'-I- SCAdf 1/4'-!- SCALE 1/4--l- SCALE 1/4--l" ; I SOL, SET OF CAL, 1I OR ELEo PANE""Tt - FIEMALL AT AND Pousi CONCRETE, , . IL-'.. I S 1) .9 OR CONIC E mociI =Tz �: .,,EL-,E PwS (SEE C .04 (1 5x L Pou"E" W."bil �� VARICS 1 , ,- 00 2'.�* ROOD V-M 0, OPENING SCHEDULE 1� 54M A � - PANEL -- CONCRETE `� ROCKLAND AS APPLICABLE ,c a '.) OVERILAP BEYOND VIA* ROOD "A"IF -5. MsP_j T & 0 . Fila"'RED I I OPENING WIDTH) MUFFED CONCRETE. CC IFETE . 1 � irl , I I BLOCK CA n', WOOD 'PAW ., t �REQUIRED - 1�41 I i - - , - -,\, , - / - -4 ,,, 'THEM .M IF/ 'D rROW , I I/ -ot W(6) . i -, VARIER I :'O , I - " , FFILAA PAT FLANGES PARALLEL , .- �L ('"IF CLF1 END PANEL; SMi I I .. .--- A - 80 DISTANCE "-1-----. —7�� I-M-, 7 L ,/I, 1'� - I ,\ , -- - ------- -------- j (PLAN) " -1. I ..... .Z.H., ..... SASE G i , /-` 11 .1 I/,. ... - - "', - I �NACRO, —.., t5k ,,, , / , .:.T1t�;;,SCALE 1/4'.1' 1, I .. I's / , = X1.`I , , vA.0 FOR DRECI MOUNT INSTA"ATION ONLY & , '\ - I -- - - - .., I msi- -.!:r?� �� 'S ,\c f'EARTIFIED PANEL INSTALLATION AT WALLS W1 z SURFACE LEVEL VARIAT)ONS WITHIN 3/4- z : NO. 44167 '*. S : *: : IS. I S ;. * . -- FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) I . f � 4 GAGE GALVANIZED STEEL STORM PANEL CASE E (PLAN) � - .. � 0 mrim. � 2 11 I .. . , ...� 4�7 4 I - - 1/4- . . 11 5,--k[ I/.--l- SCALE .. 10 .. I , - r .- ./r/. , GLOBAL PROTECTION PRODUCTS, LLC.1 li,n I ."".. - �, ,/1 T, DLE C 0 ,mc 1\ 11 , * z � � . - ,400) SW 5, STREETT ., , �Z--&� - F, - - — — . .- I OFFE, , ""`1 I. -175 20 I . T, fz- - MITI � (D.)Gw- �, '. (�)M�7 . ,:;� - . . I G--`Ifi 1 I I - .,-- 4w - I - I -f SE./RiRA`1".t/GAT1 RAL A. " is : ! I I j I '-',-- ,� ., SARII a " Is --------- - ---- I I MAXIMUM A.S.D. DESIGN PRESSURE RATING (12.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING REGULARSCHEDULE FOR STORM PANEL T% INSTALLATIONS INTO WOOD STRUCTURES (VAUD ONLY FOR PANEL(DINSTN-LATIONS AS PER ALTERNATIVES IRA THRU 4W, ON SHEETS 6 & 7) MAX. AS D MMWUM ANCHORS SPACING FOR E.D.- AS SHOWN ON SHEETS 6 St 7 IAPPUrII,E MAXIMUM DESIGN PANEL TAPCON LAC SCREW PANELMATE PANELVATE I WOOD BUSHING PRESSURE RATING CO0 MBINATIOANY N ,.,, IL • (P - I ) FEMALE 0 PLUS OF THE/ (n.) - 13' 1 Y -3, - 13- - 10 - (TOP) - -13* __ ". _ _ 13 - - - --- ,3. -, - - ,3. 13- - ----- I of (BOTTOM) ---� 12� -F - -- - ---Ii I ii' - - - 6 112� - I—— 6 112- 6 1/2- ---- 2w (TOP) --- - --- - - - - --- --�- - 6 1/-4-- - -- - -1-2 1/2' -- - 6 ,/r 7w (BOTT. I) 5'-C� -- a' I 8" 9' r- - - - m (lop) OR LESS - a' a. a' a' -- - -- ,i* 4mow) 1 ,3. - I - 3* - � 1V 'r -- - 13, ,P� is - � - ,45, -45 - 13. - -- - 13' i3- 13' t3, AFT mol-I OR LESS 13' i3* i2s, -------13* - ---- - -5 _10'--- I! 'lop) - - -- . 13' ,3--- - -- -!� - - - Is !qC7oMj -13"--- 6 1/2- 13, ,- ,- 6 1/2' --- - 6 1/2' - --- 6 1/2' 6 1/2* (TOP) - - .-- -- --.,-- - � _ - __ -- - a 1/4- -- I I - - -- - 12 112' --- - - - - . 6 ,/,* - 2FF (Ban * ) -5*-O' - -111, - 4 1/17- -- 1 - - - _ 6 1/2- _ -6 lj2�- - --- --- - - - i0_601i - - - 1,74- - 4 112- -- .A,- , , 1/2, - F - 7- --- --- - --- is- (BOTTOM) - - 10- ---- - -- 13 2- - - 12* --- - - - --- 12' --- 4_-._________ fivi-l-TOP-) 1 _1�2: 1 'i __f__ %�_ _ I _ IY _ _ _ L 13- _ _ 1 8 112- AIR (BOTTOM) I F- SEE TABLE At FOR MAIX. A.S.D. DESIGN LOADS & MAX PANEL LENGTHS WHEN SPACER'V,A 61 1 USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 1/4-0 1 ON ANCHOR 0 9' O,C I � 177 1 1 IC. 1. . �1� , : A EXISTIFIGJ GLASS !, It : " a mi I I I IiF . I v A I- Mn Fr-SfPARi - 1 TO GLASS A I I I I I I � I � EXISTING POURED ED* . CONCRETE OR I I CONCRETE BLOCK I I REOU*M . I I I I I I ; 1/4'0 PMELMATE PLUS . ANCHOR 0 12 1/2- 0 C MAX. A,S.D MAXIMUM ANCHORS SPACING FOR EA. - AS SHOWN ON SHEETS 6 A 7 APPLrUE ,,,u,R,uM DESIGN ALTERNATIVE' PANEL TAPCON LAG SCREW PANELMATE PANIELMATE PLUS MOOD BUSHING PRESSURE RATING ' j e ANY COMBINATION LENCn IL (PR I) FIOAALE :D OF THEM - (it,) 13- 13, 13' 13' _ 1 r- --l-s-90M - -- lr - - 13-, - - _ 'r _ _ 13. _ __ a' is (BOTTOM) i i P2 - --e 17v - --er7/r ' - ' -- -i-17�2 TOPf iml -C -6 1/2 ii� -- - . --- --- - - -- - - - - -j- - 6 I C '- - -- 12 i/2'- - -- 6 , /.--- - - 7W QBK•- m..) $,-O* 1. , - , . I/,- - a' . . - . - � 3w I*) --- OR LESS - .- I 1 1/2- S' a' :* - jFR , (BOTTOM) - ,3' _ _ _ I3* 13' - 13* 1 3' - ", (TOP) - - 45 -45 13- -- -- 13- - 13' 1 13, - -- 13* 4w (B T.Tos] - . TO 75. -75 -,-- `3' --- ,3. 'J. --- 13' - 10' I - - . - 0�)- - 13, 13* 113" 13" 6 '/A- ' - '. (BOTTOM) - - - - - -- �.- --- 6 I /2 Is- I �2; -- 6 I/2� --- 6 i/2' -- 6 1/2" ?w (TOP) - - 4�-- ' 6 T1 - -- -- 12 172 -- -- --- 6_,/,' - 2w (Ron•>�;O' I) A I/"- "--5- - - -- , - - 7 f12 - - _ 7 1/2' _ 11 .11 - -_ - -- - A 66-w) -wirmloo I.' 5. - . 51 - -- 5 ' I � -8: - -- - - Ir iw - --- --- - ---- -- -- - , 2'_ - -- - - � - ,3- I -.---.--- 1 5 ,/2- - .. .- its, - (lop) I -!"-- -t I ". � 13- - -11, - 1 13- - . - - 1 13' - . 1 to 4W (BOTTOM) I ISEE TABLE 11 FOR MAX. A,S.D. DESIGN LOADS & MAX PANEL LENGTHS WHEN SPACER CA, IS * USED, CORRESPONDING ONLY 70 ALTERNATE 2W ON SHEET 6 1 TABLE III 6 . A.S.D. DESIGN LOAD MAXWM PANM LENGTH 40 PSF OR LESS 6'- 8" > 40 PSF TO 50 PSF 6.-2 . - F 50 PSF -, PSF 5'- 1 O" I _ & MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE F�MALE 10 OR PANEL MATE PLUS ANCHORS & W/ " SDtJKO-t%';,,4 112- O.C. . \ . -Fff .3t..' 3 �--�p ' f .. t' ' * 4 j � 44167 --. I = . * :*= sslI - S - T 0 �._ 1� I - 4 ,O. rATEOF � 14!7 - - - 0 . . .: - .�- , �, oqk K # 'O ,�.. 010'....01 , ." T� , y `-, `e . . "." - � ^ . iq .. -: - �,,-,,,�..+ z - FLORIDA BUILDING CODE (Non High Velocity Hurricons Zore)l 1]Iiiti, ft-Em AC 24 GAGE GALVANIZED STEELSTORM PAWL I P. DRAW w I I I " Alm" I I L I E C 0 inc GLOBAL PROTECTION PRODUCTS- U.C. I iL wr_* 9g*-9"=-.r.-. ISO" S. A! � OFFAL n, 20-175 ILAR, . Um) - - (..) 75A5. 1. f"4)M-07v. e- 1.- ,=auA'", ! - I, OF� I . ffl° n .,A INSTALLATION INTO POURED DETAILS FOR LIFE SAFETY -PANELnl CONCRETE OR CONCRETE BLOCK STRUCTURES EXISTING POURED ,/.-. IAPCON EXISTING POURED dotiscitrTr OR MCHOP 0 Q* OC CONCRETE OR CONCRETE BLOCK CK CONCRETEBLOCK Ii ONCRETE O1) REWIRED.REWRED ,. I:j- t4 4 � 1i2* 1 ,1/4 I- 1/4. ' - r , -MALK 1 I EUs I 1 /�l 1: 1� 1-1 1 - �1, 4 , � ; f! I - IF I. .I : i I I 111*1�a� I I. IF ! . . I1SEP.AM" I TO GLASS. - � U Ii, I I ` , "' - .0 I .% E:a� -1 . I 0. Ns- - r-4*) - ; , EXIST"r 0 ,� I I : UN- I . -, I CLASS 0 mi ! ! 4 I I 1, I 'L' ... I I A I . � ; I I %. I P,AICL 1 4 -A4'� LENGTH I I I . (SEE ELICI?.Irl I 4 �� . I ; I I e, LIENCIII IIEI OS�41`101 1 I ON SHEC 12) . 1. JX , i � 4 I 04 SHUT 17) I I I I I I I t I 4 - F, 4 i I I , I I I '. I ., I - . I I : 1- Gi) - ( I - I It - 1 1 * 1 1 6. 1 I 11 1 4 EXISTING POURED : : CONCRETE OR I ! A 11 j& j� g - ONCRIETT BLCCN I I - ; 4. ,i - �EOUIRFD � . � I I I . tsr;a;.) SEE SHMS 15 * 16 FOR ANi TYPE A SPACING FOR FINSTAULAININS ANY 'Am F Smoli MINtiNAM ANCHOR SPACINGS AND VAImi FOGE DISTANCE ARE 01>UTFO ON THIS SCHEDULE rCV Eo LEM TMN 00KATED 04 SCNEOL�E REDUCE ANCHOR SPACING By �K; TVLYA,S= SHOR", " SC-ED'i r THE FOULDIFFAK, FACTORS FOR THIS CAFMTKIN TO BE PD'3519E. AEWCID SPACING OKAPXD W&RIC FAVOR SWU 40 AS ass THIN us"mmui, SPACMIf. i.00HED TOP EACH ANCHOR rME ON TING SC*ffDIJtE ,/.,. 1/4'. A40M im "003i PARELFAin " I -- AIHa01, _NINON ,--- -- I-,- !a-mimmov.) -- -- - � - --- -- ---- -- - - - , AMM on GMM ow NCIOII , ,/2' nn , ,/2- - - - 3' a ,/2' 1/4-0 PAIFIELMATE i� ANCHOR (BEYOND) ') WALL MOUNTINGS SC91 318-1, i i i I - MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.m.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE PANEL dt' INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURE (VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5) wm ASO MAXWUM ANCHORS SPACING FOR MN F 0. PER SCHEDULE Snow * APR. M"fmUv MAX, A,S.D MAXISALIM ANCHORS SPACING FOR MIN ED, PER SCHEDULE BELOW Ill, APPUCAFFILE M"MuM DESIGN PRESSURE TO SE I :7 P& UEX�H DESIGN " SUR m I: I TO SECTIONS I PANLL LENGTH TAPCON SOLID -SET ELMATF pt 0 FEMALE PANELMATE PLUS ZAMAC-INAIUN -- -------- CALK-tN - TAPCON SOUD-SET PANEUMATE FEMALE 10 -T-0-7--w_-- PANELMAIIE PLUS ZAMAC-NAIUIN CALK-w - RATING I) As - 04ATION r .. L IN )ro RATING (P ..,) A ANY COMBINATION IN ) ----I To 7. 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'y �_ - ,3 I 10' --- 13' � I 0 - - - I - ! - a�- ,I-- ! I - - -�W r 4 2. ",7 i -t - I I I,- I - - , - - - �- �T vij- I- - - - _ 13- . ! -!- T� - I- - ---- - - - - I I /2%s I/v -- - -- .13, 2- I It,- d - -:" t a" J. - - - _2 _I 13' 1 13- -� - ,3 " ili- -i- 11ir - - 6 - 1/2' 131] -- 1 9 - 1/2*15 1/2' --T -- -- I -- - - - I - t, I j IP4 r 16 1/4*18 I/4-16 - - I - � I/ . I I - - - -- . i /4-"to,/4- 6 I P. - - . - - 1 6 - -) I - ,-- D.M.-(�). - - 4) .1 � .0010 num BUMD"qs ON TINS SCHEDULE FOR E D P,"AAC S`A.CAG SHOWN ON &SISALL. REOUCED ~NG FCAYED FOR EACH, ANCHOR 'Y"t - ,/.,. 'I... ,/... .EE4AT " ZAAFC - -- 3 T In--- -2-W- � 1 1/2- 3 _ . . � ,/1 _ 3 V' It , T-- - - : -. ,-. ---- OLE #I FOR MAX. A.S.D. 9 IS USED. I TAME 11111 a A.&D. OEM LOAD 1010" PANEL LENGTH 40 PSF OR LESS C-8, > 40 PSF TO 50 PSF 6'-2- 1 - 50 PSF TO 60 PSF - 5' -1 O" A MAX. PANEL LENGTHS ARE ON�Y VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ "SPACER SPACER AT 12 1/2- O.C. OA 110411111"', rk 11, �:. . . .. ... ti * "' . . . . . , FLORIDA BUILDING CODE (Non High Velocity Hur Icons Zone) .. E .✓ I : . .* .44167 '. F� 'Amm. Iii, 24 GAGE GALVANIZED STEEL STORM PANEL 1. ,ii . * : * . '.. � . - - * - : IS -I . . i TATE Or�c - J�C`"`- ----- - --' I // 11LIECOsit i GLOBAL PROTECTION PRODUCTS, LLC. .7/2,I/momi - - :, 0�.-- I: AKX, S. 51 STRIFE1, DINAL. FIL 3331. ;iu fit I c� - ANY -- , ... ... ORjov, ,--,Ab4-/,.0-:I . �K .1 ..-,- ---. - OAF1=s=.r .1-1. .1. ., ,,H��5, 1. (..)."-Glgl 20-175 "I'l •CA-0`057 IF XXAuAAG . ,;;r - ,,, ,,, ,W1-S""-"`" -.1 - I AIR I KK��- I ROLTEA ,;,, I rLp" LF, IF " .-Or 1. ANCHORS (SEE SECT,O,,,S & A4`ERNATIvE5 ON SHEETS '3, 14. 15 &'6) 1 - - r* R-IA/13. R-2A/13, R-3A/14, R-18/13. R-20/13, R-3111/14, 3: MAX R- I AW/1 5 . R-2AW/15. R-3AW/16. F*11-18IN/15. R-2010i R-3&W/16. Ip - F -o - -ol 0 0 --Fo- - 0 0 ------- I ----- -- -----7 ---------------- � . I I ; 11.1 I ; : I I --- -- - -- 7 - , 11 ---- - -------------- ----------- -----I I 1-1 I , i I �, I I I ! � I � i : , I � : . � I i I . i . , � � I i I I II- L/2 I I '/4'e-20ul' S,S BOLTS Wo . 'L* ! /- (USE FOR PANEL LEM111 -\ -- q MAX I i (i) � I OVER 7'-$') \, ( I , : PANEL UENGT- , . - I REGULAR STORM PANES / I , \ REGULAR STORM PANEL ! W-B* 0 +40a. -40.0 PLIF.f. I - I I (W/ . . PANEL LENGTH BUT) --- -- ---- �&_ - , - . - . -\1v - - - .--- ,- _ _ � ............... LI�L WEFT STORM PANEk 7'-8* 0 .50.0. -54.0 FL,T F----,,"— 1 -71 (W/O ONULAP AND PANEL LENGTH BOLT) 'A - , I I l A' USE 2'-B' MIN. PANEL LENGTH IIA-4i � lzz�� AT A, 11. PANEL I `i- --��- (>- -0- . I I 1-�., .�. -1 4 . � 5 S BOLTS vv�n I I I I � A7 EA O,IERLA�- . 1. j � . I I � I . - I 6' L ' - ! L/2 i I � I � . 0- .. . : ; 1-16 � i . . � ; : . . I � . I - - - I I . , - ---O- iVE4R�LA;1PL- ------- --------------- , -1 - ------- (2) NOTCHES AT STUD -- LOAT ON 0 LIFE SAFETY I x I� ;e Cw, PAWL gorrOM CORNERS r 0 ID.M..�.- ---.. I .. I I I I I I I or ® -3. WIND NOT AT EXTERIOR � YANG NUT AT MA; LET-- PANEL RI. PANEL 3- iAi t NSTAjLA-,ICN5 ONLY VALID FOR WIND I' MIN R-IA/13, R-2A/13, R-3A/14, R-19/13. It-20/13. R-39/14, , " mot SPEED UP TO 170 mrIp.h. R-IAW/15. R-2AW/15. R-3AW/16. R-19FIN/115. R-20W/15, R-39W/16. I I - ANCHORS (SEE SECTIONS At ALLTERNAINFES ON SHEETS 13. 14, 15 ST15) - '14- MAX.CAP LIFE SAFETY STORM PANEL J-) ELEVATION (t) - - ", SCALE 1/4 -1 11 1 2 587' ) REGULAR 1� J) REGULAR 11 STORM PANEL (MIN 0AE--v -, Atal .q.E,) STORM PANEL 17,. � - 1�zl& '" . .... I IF --- - ---- -------- ��.; ----- - -- - -------- I -------- A1 -4- ; �-�- - - - I - I � --- � � �- --til�--o lL;i0_ - - . . v It . 2-i ----- -- ------- --- , 1� ,/.* IT . Wv X(l "I, . , .1 - �, 4.. - - -�i� i�, - .. ;01 'wk",� w,/ '. IZ I I ^\\- � OVERLAP4_1 " ,!,� :1, it - z�, . -0) : : = �I,�, LIFE SAFETY PANE, = -- :*z --?�. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zionj I ,,, ,: . - , '. - "T'i . . . , EXTERIOR I -..."ORION ..... . ... 24 GAGE GALVANIZED STEEL STORM PANEL OAN OF - ` tv .... *E` I / ' � -- I - I I � - - - � I GLOBAL PROTECTION PRODUCTS, LLC.1 "`/n`/- --- - -� / 11LIECOsmic , Nm - SECTION A -A= ,�m a "W� CORF= *101, Ss, 61 STREET -I'D a,,,IE, � 33". , , - SCALE 1/4'-I' i �K -",.tA-,a - --'.I, PHONE (W)�15-!, FAA (�)M-..? 20-175 1 - =21 11 ORARRIG . P.E. X./sCIRTLIFF,�T CA-MIX1671. M . RNILTION I "Ur >, PE --1 Issisom IF OF, ,4 --- - ---.- -.---------------- FURADA Lk I Sz INSTALLATION DETAILS -- FOR LIFE SAFETY PANEL,','-ii --- INTO WOOD STRUCTURES . . --- --- - -I i � I .---- -- -1 -1 � 1� L- -- — -I �-------, � IL--- , - ., I � WOOD HEADER : ! L - 1 I INCIDD HEADER REQUIRE I . .. I HEADER I - il. kfr,,�F� i I . - . WOOD HEADER 14OUIRED F- � It" '4COUIRED /.-0 IALFCON f- 1 --, '/.*. TAPCON 1 �- - 114-40 I TAPCON �------ T---,- i ; � ANCHOR o 1, oc I ! , :�, ANCHOR a v, o c i. - L, I I ! i , I ANCHOR o Is, o c i 1 , L/.�,.c;APcoN R 6 11, o�c F I I Ii I ! 1 i I �_2 " I I . , -(�) j I I . :rr I I . -, � ) I L.;, 1 � I I I ! 11,j) -Z % I I * .:� � I - I -4-vilr- I , I -� �, , -- I � . ! 11 1/2- I ,/A- I I i . '/2' I I'/,- 1/2. I 1/4 . I , ,/,' i I '! - K,,, �-T I : MAX. I - ! 1 I : 2. , I i _- I I � 2 ' I , . I - ��, ; 2 I I � 1 I - , 2 , , I . V.,, . I I I : I i m 1 I I � I Al fi� I - 111�11 " . , : I i i .11 I , : ; , wirk I -,---- - r I 62' : 1, - ---, I - - i : I � : �, --:17- 1 I I : - ,I - I _:-- - :u, - t I n F, -, , I i•. � I I I i',-,'��- I 1 14'1�_,o !! I - ! I v:��!. p - I.Lzn� I 'I/.. I, 'I 11 I I (Is = .0 . R OkP EATS, N`1 - , = , ; 11 .�j I I =--� I � I ,�. _ � M11-i ! 0AFARFIFFIR It , , , AT 1. � ; if, " iw-- 11 ; ummi - r-c A A I . g5 ; I I I � '1' MILK 1"; - , : I - Mot ,`-�r) IF i ! I , � I . 4; 1 .i. Mi :� 11 . I . ,I �J! I I I -L - I I I PANEL LENGTH : - . I (SEE ELEVA 11 I I E ELEVATION 1� L . . I I If � Is w � 6. P"R LENCIH If : (SFE'ELPFAFION i; I `1 OiN .EET 12) , I., 1i `i i " I 'L, U- � PANE LENGTH A - ! 11 (SEE PANEL : ,`1 .. I i I ,. PANEL LENCT. I 1 ; I I (SIESLILI ON .CFT 12) 441 z 11 I ; I ON SHEET 12) h 1 I I I I I 1'. 9 I' ; ) ON SHEET 12) 2 � 1�1 : ; I I 11 " I �, * ! I I , 11- SEPARATION I . : -_ , �, 1 t I Am 0 scPARAiltv, I I I I. - i IT I 10 # - i, �,) : TO GLASS I I .14) A IT " 0, I ; 'r �T, 1' i :F- 10 GI.S L/7 SEPARATION ; I I I , If : ; Ft- SEPARATION -• : I � � '- I � 0 - 6" I- . I I I I L/2 : TO GLASS , 1, 6 . I I ----: � I f @ I " ,4 = � t 8 : ; : ,3 - - ED � 'r -- I tCll I/r I I EQ I . . ( .", 'Ir � t I, -- .- to . I 1� -1 . , i - I �-1 . I • I .-- I : 11 I I I i , - I Ali I 0 � I -1 .04--a -;-*.- - !I : I I I IF I. 7 ! I r_-_ �j I I mow: - I 1 I , : I I L---- � 4 4 ED i I �----' I 11 I - - a 4 I I -11 1 -4 . 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I , `o,0110 Tswoo. sic 24 GAGE GALVANIZED STEEL STORM PANEL �, INSTALW,ION ARE ONLY VALID FOR A.SD DESIGN PRESSURE RATINGS (p.s I) AND PANEL LENGTHS AS PER FIEVAT ION ON SHEET I 12. �•I 1 - . : " al Z� * : , - --- 4tvist --;�-- IF DO— - , ORNK " *""/- I 11LIEC0,7\ GLOBAL PROTECTION PRODUCTS, LLC. I 2 FOR NEW ODD FRAME CONS'RjC'ION WOOD T 0 BE SOUTHERN PINE No 2. W/ SPECIFIC MEMBERS W DENSITY OF 0.55 OR EQUAL. -. ,. STATE � . lp". - I-L-Z , . A '• , 0,'- I CRIIDT'..-- k -1 --,--.,, ', .. A '--/ , . I . , 5 , I , � W.I. * •S-;X."RSL/G,TE / TESTM & tM.MM*M C*IwP;W� FRF - .. - 4. - - - wx .m 5s. $1 � DA.E. , �'. PHOKC (�m�. F. (w)"--e?97 20- 175 �-- - - . MM* CA-OW47 i�*: i 1 - 1 L. . . - i -DVIHIG 1 I 1,N5 , WALTER A. RLY, I.PE i I",MITI l5 or Ie 1 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL (iL INSIALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANEL&NsTALLATIoNs As PER SECTIONS I THRU 6. ON SHEETS 4 4C 5) AS.D. MOINIUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW ils 4PP"`A8" MMtMUM NO A,5.0. MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW IF APPLICABLE MAXWOKI'l DESIGN PRESSURE TO SECTIONS A#N, I'll LENC1H DESIGN PRESSURE TO SECTIONS 0 - TAPCON SOLID -SET PANELMO.Tt FEMALE 10 PANEUMATIE PLUS ZALMAC-IM." CALX-FIN TAPCON SOLID -SET PANEUMATE FEMALE ID PANELMA71E PLUS ZAMAC-NALN ,-Iic CALK-w RATING IT, 0 1=11N -L' (" ) RATING (0-1) & I ;:" ��-.-- " M m w-- --r-'W- To _ ro �Ivn --� --T"o7-W--- TO - BLOC:,, 0 , c.--,m ! 2'0 M5- amNsm OF NEU --i C=O."C", " 'r , '" - --:" 4 "' -- - , - i� - _- -" --' � � -1 1. - 63- I �� - -w - 13" -- --L--- 2: -0 . 11" I - i I CT�). I (BOTTOM) 2 _! - -3� � -� - . . '3- I'D I/-, - _ I, . I _ _ _ _ I . _ 3; 7 "?�17 To 11/2- Ij* - i ;�' 1/2 �� I (TOP) -- � I/n - - 12 L-41- -_ . 5 - ii (BOTTOM) .-- - I , --- ---- . - -�� -- It- --�, , 3- 13* _ , _ . I , _ - - 'i� ,3 - Tr I �i� I I --- --- 13' I- � Ir - - I" - --,Cr -- 13-__!6 1/2 - - - _ I jj�7 'J' 9. - , - i,; -'� �.-- - -- 2 i�) __ - ,a - _ I_ I ,t I . - I - _,/2' 13. 11 -ii. --,---� - ,3- 3. --- .-- 3 - I " -- - - ; 'o, - -- 13- � -IY 'i 13- _!TO :/Z _ 13- -'W - 13- IS I * - -- '/2- ----- -13- 7 1��5 -- 112- 1 7 , '", 2 70P) --- -- --- - - � I ,_ � � ,I I ,_ 13� 13 --4---- - , ]E-� 1 3* 4 13' , 11" 1 I, 4 11 _ 1� 1- 13' Ir - IT— I ,A: - I - - ,3- - ,a - ,3* I .3* I Itt . , I 2 - BOTTOM) I I I � . 7- - 13� 1 7-__ - 'r - 19 1/2' �2 1/2, I'J- * 13' 12 ��2' _ w , 10 ,/2 1� 1/1 1 . 172� -- - v � 2 (11ACTIQUIl, T ei-&;) - . 13-1 T _ _ � I 1/. - - i - -- +----- - - 1 � - -- - - -- .-111 ... '12 12 ,j, __ I - -a' -'r - i_ �.. � 6 ,I,- 4 . I � 6 I I Zt. __ _ � _ Z!� I ... , * 12._ - - - -- 12 1��7 - - 1-12: - - 4- - - I - - - � , - , ,;r, A; I 1�, ", - -IM- - TTOM) I (00 - - T�fop) 0 -0 OFT LEIS . _-;__t - .... _13� -- _ T �. / 11 1/2-112 1/ .. �/2*� - _ - o I/- �,` V. ---- -- --- - - -- � -- 12 1/2,16 1 /.' - -I--- . -- - 41- --- I - 13 -� 6 1/4'! - - 6 1/4' 3 (BOTlOM) -(T&;)-- 5. -6 OR LESS jl�2 -1/ j; I F - 8. j 5' - -_ �- I - -7 IS . a- i 6, If. i 112- 7- .. 4 I/ 7 . 1. 1 1 -- 1. 5 1/2- I 7. 3 I/?- i j--II-'-- - - I ii . - � 3- _- � 4 --- . I - , .. T - a. ? - � ! - r I g- i j� I - , a- - - - A - ?BCO1 , 60) . a - - 6 '/2-1 - - I-- - - . a' I' - -- 5 1/2' - 7 . - t 4 (BOTTOM) --- , I - ". - lk 13- - I Y I 1Y 13- j 13- 13- "2' I '3' to' , 5 rw) ,3 . I 1 2 ' ; ,I- 13- - III 9. •�s w : 0, m' t I /2- :/2' 13- i 6- ' 5 (TOP) - - , I 1. %3* I I --- 13' � 1-3' _ I 13' i Ir -- 13' - 12* , •13' IC' 5 (BOTTOM) _I/ - 1 ,3. . r 'y T tr 13- ",2. - 1.1. ill 112; 10 ,/7-1 1 ' 3' It' 5 (BOTTOM) - I - 's . it" Is; � 13' -- - is' � ,3' w 1 ,3* _ ,3" _ 1 17' 13' � 6 (TOP) - ,3 . . ; 5 •---- -- !3- ;,a 1/2. 1 -- ,3 - IS ,/2- - ,3- 6 ,,fT?- - 7 1/2-:5 I -- 1/2- - 0, 1. ,/2- - a COP,) 65. -65 . - - 6 1 /�- 1 8 '/A- . - j 5 1/4-16-1/A- - - - I I - - _ T - . -10* A ,/,-,a ,/,- 6 (Baq �-) I 75. -15 - I - . ! - 6 I/. -�S ,/.* . - 5 ,/.* I A I/.- 6 I /.-; a '/.* - I - I a 1/4' � 6 1/4' a (son -) 1 TO .15. -75 TO ., I&v+e '17 13L 13, � to' - T T- - to - It- j 10- - I3* ! 6 112' - - 1 (W) ---- I,' I A, . 3 5 _ _ - 13' Ito 1/2' _ - 13* 1 6 1/2' -- -- , I Q' i 6 /2' - - - 7 ,/2�' 5 1/2' - - 13* .4 112' -- -11-FF - I Cap) -C--1`L2* 13' iz/ -12 -,3- -� -- - - " 3 � - - -, 1L - --� 13, 110 ,/7 . --- . ,j -- to vi ; -- - - - Ill � �1 �2 -B-- -- --- 3 '- - I _ .1. -,r-- B�T�Tom -I Un-Wl) 2 13 I 6 I/ , I 13' 13* - tlO* 13* 9. - - - i3, : 9* -- - 10' -41 1/2"- - 'k - - -- ,-F B&�Tom; --- - � I 12* ,3- 1 1 . . 3 3 13* I 10' 13, 1 10. , � a- ,3, a 112' 2 (TOP) I'. I . 1 5 13- li2- 13- ' IT I/?- 13- 16 T/V 7 1/2' 1 8 t/2' . 13' : A 1/2 2 (TOP) - , -q- 13" I , r - - 11. - 1:�7 I 1�' 110_1/2' ,3, . - i --- --- 1/2-11 -T --- IF - I I/-,-f-- - F' - - �' T12 - - I .-- - � ,3, - 7' -- - � ------ - 2 (BOTTOM) ---?-- - � 13-�- I - - ---- -, - - 13 ---- IS - '_ 9 1/2' .----. 13' 19 -1/2' - - - - -_,-,,-'4,7 ij,� -- - -: i- - 72I -- -e - -2 (BOTTOM) - � I - ; , 1,;V ' 13' 13- 13* '10 1/2' 4 '3'- 13- L 7' 1 3 V ) � foP �S.. -13' i 7' 13' 1 13. , ��/�; "^-19 112- I - - . 13- _ 1/2' 0 1 /2-� 7 1/2- 3- � 6- 3 (TOP) !I 0 /P it 8- - - - - - I - - I - T- -.--. - - 2 ,i2 12 1/2• 12 1/2 - .6 � 6 1/4�: '74 2 -1 )-ii IS , /,� - ---- , - - -- / -,- 6 , ", 6 I/.- ------ -, (BOTTOM) TO - - I 12 �/j -I, i . 6 I /--IS I/- '19 12 1/2'1 6 /4' - - - � 6 1/4* i 6 7 /4' 3 (BOTTOM) To -- 711-2F 4' .--- O' - --- ,F-1� 1 1/2 1 - 641 I e - 1 4 1/2' ; . --- --. 5- � 3 ,/2' - I - - -- r t 3, - --- , A 11'-O' - -- i- i� , . - - a- i S w. -7�--j 3 1-4V '8T 4- - _ _j A 1/2% 3' - 41 I/P -1 i72' -- -- 'i (TOP) 7'-S- I ---- a,- -- -r � - - --- 3. : - - - a , - - - - � _ S' L - _ _ _•Rot) - . a. 1 - 1 - , (Borrow) -- - - - IT . - I - -; - - - i - ", ; -_ - -- - - -- W ' - - , - -- � - a' -�-- - _ . 5 1/2% - - - -- - -r � - - - - A I L , --- -- "' 1 , 112* I 3 "'- "- ir - 13' ib Ili; , , IT tw - i S, - , r to - --- 5 (TOP) 13' � 6 1/2' -y-T -,;- - 1 I3' 13' -31 -- I3, 1 9 - . i- , -, . " I - - �, -,. ��, I& 1 7 i/2' -I '- 13- . 6' (TOP) -- -- - ,3' 1 S' 5- (-00-r- -CIA) 5 -1- I . 7 1/7' - 1 ': , 13- 11 - 1 /2 - �?-` :': I I I� -T a �1 - ' I i r -- Q 5 (earrom) I I 1 ,3- ,3- � 9 ir I y �- - to -17 1112' /2 -- -�-, - - IT I - _ _ � 1� ._ ", i Ir j _� i: TO I, - -�O � T - - ---,,-!I - I 1. 1i _ -a:_ I , p . . a 1 _4 t _ _ 33. - I 1 7, 6 (ITIP) - �- �- - - -� - - - 13- _1 _ i " - -1 --- - " I -1/-4d - - , - - -6 11�/L` I I -- - 2 d I -, I /j� L, ,�� --- - - - Its- 3- I �,v: IL" , ir�, --- I L - ; - . I s v4, � 6 I /., ,:�--i -- 6 ,/4 - � 6 I /i: T - -- - __ __ :- I - _ --i- --- 6 I/.- 6 I/,- 1 . - 6 (BOTT I.) - I el'.�e f-ii f 6 I - I /" gib , . , L. (BOTT -- SEE SHEET 11 FOR ANCHORS TYPE & SPICING TGA ONSIAULAIK)INS .10 MM PFAAA eINDK165 0 4AIM11AF AACHOA` sPwANGS " MANILM EDGE DISTANCE ARE `NDCATED ON THIS SCHEDULE FOR E,O Im THNN INDICATED ON scN%HAE PED,Ax ANCIFOR sPACLAR' in sAX,rft"1w1 spAcING SHORN D, SiCHITILLE W THE FOU00,11101i FACTORS FOR THR OPERA I TO BE POSI . DEDUCED SPACING ORTAPACC, USNXC 'ACTOR SAN.L. NW K LESS THAN IAAFAA,ik SFINCINC NEXCATED nii CA A ANCHOR VF`1 ON IHIS SCHEDLU _ AND= TYPE ,/.'. 1/4-. - qcii Posm.fir -I/.*. PAAApAA,ti I - .. ,/,-. UPCION MKIII-ST' PORPLIEW Pus ,,NR,— ONji-mi ----,- ---- mt"-N�spAaw�(WL — ' !---IIF-�- i -2 - 2 'Ir — T 113 - �emEW ---i-- , �31T -- 3'� 3 3 Vr , III I. : , J - �jr __ - 3 I/ ; --- 3 '/' - -- 3 '12- - - - . -MPMU ACLU Oft Of ONN (ED) OrAcn* - I 'Ir ""' - - I I/ .., Pea- I— I -- r .. 11 I - I I-- a "a - - , I . I. I Im SPAT ONLY WHEN SPACER (PIS USED. SEE 01 FOR MAX. A.S.D. I- Dor _ MAX PANEL LENGTHS WHEN SPACER glE DESIGN S USED, I TABLE 01 A A.S.D. DESIGN LOAD WOMUIA PANEL LENGTH 40 PST OR LESS 6'-B' > 40 PST TO 50 PSF 6,2. I > 50 PSF TO 60 PSF 5'-IO' - !1, A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS III SOLID SET ANCHORS & w/ (!3 SPACER AT 12 1/2- O.C. FFFg11""AR, ...... / I •..�, * -N . r Ns. i' FLORIDA BUILDING CODE (Non High Velocity Hurricane Zonis , - " """"' ***I ' I : . 0.44167 1. 1 . - ,,tC*i) FLITCO, � 24 GAGE GALVANIZED STEEL STORM PANEL - - Is, * : * . : - . * . If . TAX f- , 1 olm/n o '*% T .: STATE - I - I I / IILIECO,,, \ GLOBAL PROTECTION PRODUCTS, LLC. um � � ... 1�10. -r j0t�� _7 ,_ � I 't . ORION. -, ,I ,,fL<) .10 . ... , ;. Pe .i ; -�,--;,--�� ,4KC it. 51 5TSELY , PHONE ��'(��w-B.? L FRUIT —.. " OOMP-' - .AAP. - — — II .�'. X. 1. 20-i75 ,-"- . '. ", . "� � / V � �t_ ,-I .- m) . , tAS`)='54,ak OFARNIC N. 1"'HIN -,Wx"/%O,,A,iRC/vArT - I - . . . C.A-000I . ., `:�M.q-1.!!L11 . 1 - -- - . 'a INSTALLATION DETAILS FOR LIFE SAFETY PANELJ) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4'0 TAPCON EXISTING POURED 1/4-. TAPCDN - EFFSTNIC POURED 1/4-0 TAPCON EXISTING POURED 1/4-0 TAPCON EXISTING POURED ANCHOR 0 9" 0C CONCRETE OR ANCHOR 0 9' 0 C. CONCRETE OR ANCHOR 0 9' OC CONCRETE OR ANCHOR 0 9" OC CONCRETE OR , CONCRETE BLOCK ��, � � i CONCRETE BLOCK �;� , ,, , , CONCRETE FLACK ,�*t � � CONCRE7E BLOCK , t 1 I REQUIRED . ; ,� i REOuiRED , 11 I I REWIRED 11 � ,,. t I REOURM, f 'I f ... I (2" � i - 1 1 I x I I 1 t , I2 I I . - - I � 1 - 1 C�. 4 I ,. -�� �.. 1. .11• 1 1/4- I .. .1 . ,,, I '/A- - 1 1 11 - I /2' I 1/. . I t 112-1/4 ___L -- I I � I MAX - -,..- I I - � i I , ��7 7 I I MAX . I I 11 � . , - I MAX 1111 r I �: 4 . MA., - I EDIF : , , f ; I , I 11.0 IF , . I I : f, I � F . � I . 1 E 0 0 I'll I p I I I ,�V, : k I I . - , �,�'� , v 4 I I : I ., � I � � . , 11 : ( " �, "I'll I : t . , � I- 11) " � -:: 11 ,��,�//" - ;; � 0 I' vi,, I I 11 I I - I I a W,I I ( 11 EXISTINr 1-41 ; 1 1/4'.� Vt IF IF . I ! AEG ff--SEPAFAT10"N EXI"t &j 10 GLASS. GLASS 11 , - : A I " � "... - l" I ATSEil-19 IF �i I EXISTING " I, j �,/,'�,;� SE" 4 a,-,,"- rl TO 'GLAST - I , t : - 'Pw, I I I , I , _lT :v St ASS 1 � ", - , . I , (.t FOR - , �, BFGA r-n , A �� 'i f I GLASS / I It '. i I (IRE - - GALA ".41"I " - # ,, A ; ; I 1. FAT 11 :� , I 0 11 - : 0 f : It I 'L' . 4 � ft. I! I'/ . i - ! I � I I I- . . ,. , ;: , � ; 4 I . ,DOH I ! ! I I , , 11 9 * I I MAit H , ii � I I ! -L' MAX 11 ,4 f I PANEL LENGTH I , r ; 11 6- PANEL tkNGT- :: I ; I Ii I LENGTH " � 11 . 6' PMEL LENGTH ,, � (SLIL ELEVATION it I , ' I I (SEE ELEVATION .� , "I ,I? I I � 11 (SEE ELEVATION 1' , A I I (SEESEUEVA, N 11 I* mm I ; ! ON SHEET 12) I 4 � s : ON SHEF7 12) I* 10,I 'l I 1 ON SHEET 121, !:: 4 ; I : ON HIM 12) - l�- SEPARATION -1 I i ,, 11 I I I I - SEPARATION -4 1 I f i I., ... - C-S ,1,, ; ; - 3 v � � 1 70 GLASS ! : : 7, ! ! - 1, I I � 0 1 i I I I I L/2 �, .1 i . � � � 1 1: . It - - : � 11 �' 11 L/ 2 IT I J117 , .:� I - -1, : \ 1, f I , � : ��) : � 6' - , - . . I . I , I � 6 IF ; , � ": 1) :. : 'i ,1� 4 : ED. : , E-O'. . ED. I I ED- I I � I � I - � ( - . I I 1 -3 1 1 4 1 11 I I ! I 11, : ; is -I-- -I, I I -1 - -1 I I 1, : 1- I � I I � I E I 10: � I 1. ]b I E 2 -- - 3;4. lz� I A, I I i 1 I I Q .. , z- - I _ ,3 1�---L " I .. : -- , �, . , ED I _� � j'r'S'�%"j�'o . S , /0 " �f , . mi ./ so, �. �/ -� ��� . . . . . . i , - ",%, i 7 7 � .11 -1 I " SIT 1/2 0 IF .. 1, , I, 11� " T i I , , I I , I , ft /1. TAPCON - � i � ,/4-0 TAPCON "A' � I , /4-0 TAPCON I /4-0 TAPCON ANCHOR 0 &* OC ANCHOR a 9" 0 C ANCHOR 0 9, G,C ANCHOR All, 9' 0 C. EXISTING POURED CONCRETE OR EXISTING POURED CONCRETE Of EXISTING POURED CONCRETE OR EXISTING POURED CONCRETE 04 CONCRETE BLOCK REOLTARED CONCRETE BLOCK REQUIRE() CONCRETE SLACK REQUIRED CONCRETE BLOCK PEOUNIO) SECTION R-IA SECTION R- I B SECTION R-2A U0 0 REGULAR PANE D LIFE SAFETY PANEL 0 REGULAR PANELS 0 UFr-SAFETY ANEL " WALL MOUNTINGS WALL MOUNTINGS SCALE 3/8- 1 - .,,,,1HFH.I, ...... SCALE 3/o.,' 1/4-. SEE SHCEIS 15 A is FOR ANCHORS AN*= WK HYPE A SWING TOP INSTAILLA10M SID TAPC*N --- -----'--- ... ......., OF.) . -- 3 . A= TRANS 8"U'"C" ~Um ANCHOR SPACINGS AHD WhAilu,A E =W=. MwGFT6jT1r"DRTD ,__ . OF) 3 ON SCHEDULE REDUCE ANCHOR SPNOPC .CIFF - - --11.i 'Fi,Pf,- ,,,FA 0") - - - 3 In LFILTIRYING SPACING SHOWN 0. SCKDVLE BY THE rDUOWM FACTORS WWL Or amism m molm I '12- o16 Me N, OPERATION TO ME POSSIBLE. REDUCED SPACING OIFTAIFIED USING FACTOR SKuL FACT BE LESS THANN . -/2- itAtimum SPAC ,mDCATED FOR EACH 3- .. I MAC"OR TYPE OH NIS SOMOULT FLORIDA BUILDING CODE ---- --- INSTALLATION DETAILS FOR LIFE SAFETY PANEL,,] INTO WOOD STRUCTURES I i ---- --I wool) SME. --- - .. - HEADEF, REQUIRED F , 1 1/4 .* TAPCON - --j- '7"", _ I A4CHCFFAPCON . I ANCHOR 0 9' 0 C. � I a 9, OC i I I - ; I . I i I 11 . � �-z� t I � 1' � � r- = It I , 44 .11"�I 4" . - " 1 '/2- 1/4 I- 11 4 1 i I I I ; MAX. i I MAX. I 2. 1, : I I . � M,,, � I I I I Mn � 1, I I I 1 I tI I O!, I I I 4 - I 11 :: I I I/.*.-- I I '. " I I � v I - . I 9FXFs - EA. -FRP IMIST'llq , 1-"FtX I I I I AA I �� / 1_ Is - !�.o -1 I I I llslltl�l F; ASS I ! I - - I- I � . . . :: : I 0 . f I I L' M)Lti . . I A - UAL), I !: . PANEL 41.4GTH I'll � F, �, -, 6- PANEL LENG701 (SEE ELEVATION : 11 I (SEE ELEVATION B 11 I . I A . I : ON SHEEI 121 1 I ON SIIEr7 12) 11 I 4 it I I 0 i I 11 I'— I I I", !.I : I �--SEPARATION -Ly TO GLASS : � ,,-. 1- I I I' w I - ',1_' , : It 1 I -1 �---SEFi 11 I # 11 'O ILA`SS I I r - I I a. I L/7 , I - , - L ---- --- , jjL I -- I I : -i4 .. I I - I • , r I a 40 Q vr - E I 0 J ! IF Fit ,/r .. I 1i - ; I , I , I r i I , ,� CO 1 , -_�._! I I I Ea i i �- I � . FI - - -4 1 I . 2-..' .0 2'.4' WOOD A I � . - _j .. PLATE PILAFF REQUIRED I � I 1/4-0 PANELMATE PLUS REQUIRED . 1/4-# PANEIMATE PLUS - � I I.- ANCHOR 0 11 1/2* 0 C i ANCHOR 0 12 1/2- OC i i ,_� . _ I � I I i i ALAT ALI -23 0 RTEEGRNU 0 LIWNWH PANE ....... i ......... WALL MOUNTINGS 1� I, A T!k/, ,,, , . -- SCALE 3/11-1- ... .. . " ,.�CEN -..�. 'S .... o, 44167 . '-. I FLORIDA BUILDING (Non High Velocity Hurricane Zone), N= : *! OTES, * .aD2D 11114 - - . . z- � * 24 GAGE GALVANIZED STEEL STORM PANEL I " 7. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. S.$-. STATE OF ..: 4", i - - I ' — . ORAR'I. ' I , I ' \ ! m/r/MFI(I DESIGN PRESSURE RATINGS (p 0) AND -ME7L '-, Zl;, - 'L()Rk� -- -.- - -, / I., DUCTS. LIX. 11LIECO... � - , ,, I e . . .. _� LENGTHS AS PER ELEVATION ON SHEET 12. � �;t I I , *&-��Jl,��IZ�.<� 51 Til 7 FOR NEW *000 FRAME CONSTRUCTION WOOD 84 OLUT - A, �ft COMP-1 Mot, S� I ,/ .. - . - ---FLA, .,. rL �1. MEMBERS 10 BE SOUTHERN PINE No 2, W/ SPECIFIC "I'l."..w0 I . NNiPi I.: 20-175 , ossl-,� Fiss, -,-I-, (9.)SWISAS. 1 (ASH)ANI . . DENSITY OF O�55 OR EQUAL. C4000671! , I I Pt SIFFUww"AW/0-11 -MR, A ILUF 1, FL I - 11-1. FLORIDA � , I I . I I f- I. OF I. - ---.. I I - 6-0 a) -- - --- 7- a) = Cn —Cu (D " 0 , a ) -0 - a) Q = 0 , (3) CL CU 0 -0 L- Q- ... , C - - `1Z, I I I .& ..1I C-) Iw -4.- C/) (1) -t- I Q - 1 I - " " C�F IQ ., 4:� l 4 = 112) =3 -0 CU Q -cu U) 4 c -. 13 I " ? 11 . - - I Q- Itj Q. I 11 I N I 0 L- LJ — --li� ;;� , v C; , -V 7.� = = LL — �L �� -1-z .I- � . - , Q, CU C) . — lis.- vu ,,- 0 CU > - ., -, 11 I - , �� - -F� ��O . — L- Z, ., " � j z . U) (1) -6-IF CU 0- 111t, r- CU 1p . C — -6-0 U) C) - < U) " (D Q) (1) C- -4--j *--a W =) m > 0 L- U) 0L CDL < (3) -11-0 0 C =3 -0 w 0 L— CL 0 a) " Cl) m " m =3 w 2 < z m < I -j a - SHEET NO. SH 1.4 i.'.A ___. I __ _ 'L_ J _L_ -- _. -___ . ---1 . I I -_-- __ � _ J------ __ - -_L .. l _ - __ L._- _ _ J. — I•_ .1 I _ __ EZ1/i81 EZ 1 W/ 18 ANCHORS (SEE SECTION EZI h ALTERNATIVE Ell* OK SHEET 18) - ' - 1- MO...- - `" Mc. - I. Min. _ --. 1-,_ (SE ,9 '(SEE MOTE 2) 'i l'W 10 9_..�NOTE E 2) I14%1• S.M.5 r -_ J �. __ , - _- - ___ . '/,� * r_4 ENO �� . .-r- _ - T_..� __ - _. , - _ -T •-��•3I Jllb'r A[ OF-. 7. -1=_ i >'-T_--c .- ,- _. _.._.�__ k— -7T ti_ `_ FW a^vE.l. M t` I 'Ara' (.) -C. NC IP, .. L A7 a !.'F.!i ItJ1 c al, ALWAt� (?C T _ .. r._- - ID}� �,'D -to f— 1D '. 71D CDT-- - ! I O•-T_ I/J '.. Oi :0� F V N l.A „ . _,e:,e'. F I I lJ, L r Al: I '!, it �', .. l , ") '1 �� .f N'" Fw:7M N _. Asir -7F t'.71',FL I i : I ''.I - 112: rFw A, ,t (T ,.:,5 _ r . T . . , . . IY', -J..1 - ,. S Gi4'.; E-) .AN' 'JI•:M .-,A El - iFN - . , , .-Ki II . - F A.v'. .,I 'r -I),^ 4, - M ;Ch I t f,.. '.II P 1111" 'Ar,r :. ', F cR�,- E'. :=GIVE.- CFI A!vF. .1A .. •. -E N.. rS ,. % 4 _..' 4 II - i % FA! l ri ,, AA. OF r Nk C H LV ;NA":H. N �' If Al' T -' T, r 9+ .!In., IM A i- .:I I'I"T — a a. F �-' I1 * _ - f. �_,: * -. 11, * -, ii * _-. (i P: V 1':' nnf I hF N ..4 A M r. Yh -: ''I I , I A - Y 'r 1 4 4 M W/ A illI/1 W'h.. R j ''. - + - L[ VA UES W: , o," T 'P I r7" h 'MES HFA' .�0 RAH E . 6. "" ` . ,i,:,Ts '«/t`j o •., :, H, 1 s ; n C7 L n . MA. 6r ,; EI HEF _' Ill, . r - •a _- 1_ ,._ S AF"_IV.h1'.E- _ :.AT--rV+(. _ ,It; PANEL . . . . . . ,!.n>: 4 -A' : YI- Irf Li TF" r 1. I(,^;,M •_AR . - - • car iA1 r- .- M lEA'.=.' TWC .. hY A N L, TT / A N ;F �.. I �+ l .,T.-.1. 1 f ,. I I i.i t t..i. `(. T 1 ,- T - -. ) > ) I-.. i. ItoT I ? I i Y.' A". _ "i /.. /C '.: G.;c Jh\ J- _i "''N ii tTn,f wY rlc_1s. < AN, FANL-+iA7ltrtr _I_.'_1_E_-1J_LLJJILLJJ_LL.-I_11 L'111-`L-J 11I__;.J-LL JJ_:L' L JJ_L1 J_I -; I ANt:S it 5 I.Ct + - - -_ ' - Mc, { I _ Ma. - - - y - N.r, CliT I ,P, 1 UNO VA .. A'INL 7: i I,Or: !1D ,"fllr 11 - ' _'' P. L , - r A\FHA 1 - - rf ;. - . 1 h ' NT Ell. . _I E 18, I E21/18, I EZ1W/18 TYPICAL ELEVATION FOR SERIES 2000 E Z HANG STORM PANEL (1 , SYSTEM (t) 6M:,:.,. 'I.ER'N .` WPICUL VALF,'' MI / �` 1 /4" � MA% GAP i ; �, SECTION A —A ....I'.,"....",,, 1. '• , FLORIDA BUILDING CODE (Non High V4iocii HP,, icOne Zone) a�K '' -EN ? 0� 4416% .T ' " 2< GAGE GALVANIZED STEEL STORM PANEL „r, R,. - - * - 1 : * _ - ` '-" ��. 0 ORAL PR PRO C LL "" GL OTECTION DU TS C ., a $ Ait nr,Y IFrc �F y7,t _ 11 ( t ENG NLLR G CCM �u O"' A F (�la1U r 11 4 ,., r Ap prP" zD-ns r",MY TMm .. Ip -- ____ -----`-- ---- qvk ENGINEERING EXPRESS* PRODUCT EVALUATION REPORT September 1S.2020 Application Number. 17869 1 - R2 EX Project Number 20-31543 Product Manufacturer All American Shutters and Glass Manufactuter Address1540 Donna Road West Patin Beach FL 33409 Product Name E Description 24ga Galvanized Steel Slorm 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 Regulator, (Florida Building Comrrsssion) Rule Chapter 61 G20-3 005 F.A.0 . for statewide acceptance Per Method I(d) The product noted above has been tested and/or evaluated as summanzed herein to show compliance with the Florida Building Code Seventh Edition (2020) and is, for the purpose intended, at least equivalent to that required by the Code Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions Substantiating Data. • Q�ODUCT EVALUATION DOCUMENTS EX dravang Al2g-31543 D11M'24ga GaNaUnM ed Steel Storm Panels (HVHZ & Non-HVHZ). streets 1-5 Prepared by Engineering Express, signed & seated by Frank Bernardo, P E Ps an integral part of this Evaluation Report • TEST REPORTS r A test standards i test Uni form static structural performance has been tested in accordance with TAS 202 es d (Je 17 T I re - s #BT-ASG -QO1 D Blackv+ater Testing nc P� l) Y rig. Large missile Impact resistance and cyclic loading performance has been tested in accordance with TAS 201 and TAS 203 lost standards Per test report(s) 1P8T-ASG-17-001 by Blackwaler Testing. Inc STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have bean prepared which evakiate the product based on comparative and/or rational analysis to qualify the following design criteria 1 Maximum Allowable Spans 2 Minimum Allowable Spares 3 Minimum Glass Separation 4. Anchor Spacing 160 SW 12"' AVENUE SUITE 106, ❑EERFIELD BEACH, FLORIDA 3344 (954) 354.0660 1 (866) 396 9999 TEAMCOENGIN E FRINGEXP0.E55.0 ON ENGINES AIN GE APE 55 Co. s Y �r N- V7 I, _L I _f i �,�, � i L:S tE>'C'➢.: P. -•-" R �L:o ]7 . w r �_� - i O P. 6lwE[N I R .-LI . ._ ry - _:li 'F�il 1'K _ YI' r,Fm:feT ii�r E_ - _^- v._. -Y zi 1r / 1 ttn I 1�/, ;I aNi ( . l �I. z v i CBE FP_,H- 1 i__� T C' 1. - WL YfF IL OUFIr S_Cr[WI /1 M ��! (.y / N .P A P E Pv t 1 I_ i_ _ f I I,-,j I_ Ilaue ' Ill - All :Amendan Shultcrs and (iluss - 24ga Gal%anized Steci SIL1nH Panels No 33% increase in allowable stress has been used in the design of this product. Separation from glazing is not required lot installations outside of wind zone 4 and essential facilities Impact Resistance: Largo Impact Resistance has been demonstrated as evidenced In previously listed test report(s). and is accounted for in the engineering design of this product Wind Load Resistance This product has been designed to resist wind loads as Indicated In the span schedules) on the respective Product Evaluation Document (I a engineering drawing) Installation This Product shall be installed in strict compliance with its respective Product Evaluation Document 1, It engineering diawmg) along with all components noted therem Product components shall be or the material specified In that products respective Product Evaluation Document (I_e. engineering drawing) Limitations & Conditions of Use: Use of this product shall be in strict accordance wim the respective Product Evaluation Document (i e engineering drawing) as noted herein All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed In this product's respective anchor schedule. Host structure conditions wtucb are not accounted for in this products respective anchor schedule shalt be designed for on a site-spectfic basis by a registered professional engineer Icontamination 1 r amen IrlStalled shall he protected against corrosion, and All components which are rm 1 N P 9 Po De other such damage at all times This product has been designed lot use within and outside the High Velocity Hurricane Zone (HVHZ) Respectfully Frank Bennardo. PE ENGINEERING EXPRESS` fiPF0046i4l) I Cen Audi 11W 160 SW 12'' AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954I 354-0660 1(866)396-9999 TFAMt(AENG;NEERINGE11RE5S.0 ON ENGi"te Ai NGEePFss cc. ". - TI- I- �� I 11 ,' 1 ZLI / . Ir_ w / - /,/ r =rl�'i v F. R 11 °� - : ^ ill ''-Y 1�_ _ z_ ,Z ; ;: 6 1. ; " - . - T - E 11 NU I_H / i T M r O ...11.. N1. L J_ / I., I q 0-1Y'{i4—T^d y,- - ., t.i ,D, JYC CCILIM4[fL00A ROUN1 SCCrICIN y.1 -r +` H a� I ,.. n,NFTr1M.l Y w CR -:, E .t i . .r. L LH. .. :f� N1, L I r,l .1- . , R .,n:. a. k". y 111"I'l "I c mr, w U ET-U _ r TERE:FEE LIF r r � r s D.s •rt1 �,"v,t.-,j"","'"` TI.I ', R DIF-.` 1 r, H :. -.Tr Cz 1 _ L;< T t.L , k1 nrL, rlrr ' T`T / a" < rr — yY l-.f" �,"• ^ n^' • K OPr1JNAL I( BOTTOM CIUSUAE D=rm, l "� / I r at12 ,I:NIililll .11 L INSTALLATION DETAILS FOR SERIES 2000 E—Z HANG STORM PANEL 1 i !I INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURES I -' EXISTING POURED j CONCRETE OR I - 1 4'4 TAFCON CONCRETE BLOCK I ANCHOR. O 12, O.C. / i% REG'JWED _ i ' I.-' /'AI•' HEX HEAD TEN WOOD HEADER '_. 1• -. ' Sl /14. t' HEY HEAD TEk //aY iAPCAN ANCHOR ♦ 12' 0 E SCREW O /1/4' FROM RF01ARED I SCREW ee, FROM 1 ')1 EDGE OF 1 EDGE D< 1 j , ( I N 1 _ - - - 4"b 1 11 (_D E Q I AA 1>' 1 I ,;, I —..� _- I • I I i SS ears C. R.._` 1 - ".S WL15'R II # 1 I [�j ,,Alj' I + rw wnp� I , • I , »°PE `- PP h '" M+, E 1 - Min I R•SEPARAnOh% I A/, 6•P x "SEPARATIC. I 1 3/ie'0 EXISTING It 10 CLASS I E%IS11MG-ft-•--' I ( ( G1,55 -11 A!.UVIYUM PoP CUSS li TO GLASS - ALIIIMINUM PCP RIVET n i i 1; FIT T n i �- 'i . p . I p '•-20.,• ° I " 1 V-0- Y I -- I 1 6'-0- I "'o,-PRNIM� tl ! I YA% ,/• i-r0+1' N 1 I 1 MAY . I ; I PANEI ,ENCT:. * ueC'LR R 1 b �N � 1 t t PANEL LENGTH Ik I tl ASt 1 I -' I U A. I _ E T 1 n I I '. I II ,' 4Nr I I 1 I ! 1 R--SEPARATRNv - I niuMescREw 508 IH•SO CLASS II TO GfA55 [ I f 1 i 11 ! 0 To GLASS OF L 11 I THUMBSCREW It 1 1 Y t I ' I - �__ I I 1 J Ilw EU __ I I EO I �r �LI..'. ^1/2. RAF ? +"JAM _.. I I -E 1 I 1; 4'R TMCON ANCHOR. I j I� 1 B it OG I ,/4'A 'Ai CON E%511N- POURED + `'.4' WOOD I ANCHOR O 'Y DC- CONCRETE or T � LAZE CONCRETE BLOCK 1 L. REQUIRED I REQUIRED I I WALL MOUNTING WALL MOUNTING i SECTION E21 L� TERNATIVE EZ1W SCALE 'l/8=i" SCALE 3/8-1- 1tff111,11r1111Irty T, A. 1)�'7J 4yii iN1ic ✓ % ?ys�[ ,VCEN'QEr• ;Q '- FLORIDA BUILDING High Veloc'ty CODE (Non Hur.iccne Zo'+e) 14=: * MIN, PANEL LENG"H Z - s rr iii D. 441 _ `m'ro T:,liw. 4K.' 24 GAGE GALVANIZED STEEL STORM PANEL - I INSTALLATION ARE ONLY VALID FOR MAX. AS. D. DESIGN SHAH BE 2'-6' _ * i Tt * C T'"I"4a r PRESSURE RATING +/- 40,0 P e f AND 6.-0" MAX - .p STAT _ 0%� ;- _ w/n7maA �E GLOBAL PROTECTION PRODUCTS, LLC.I PANEL LENGTH. y r" C O EHc\i 2. FOR NEW WOOD FR1ME CONSTRUCTION: WOOD %., �f.• fCJn111} f, c ,'LI , Till NG A EN91�wo Cov.ANY n s - T, y� MEMBERS '0 BE SOIJTNEHN PINE No 2, W/ SPECITIC C rti�2���222""��. i'p i:` .,, — s. vN IVIt r1..vl1 ar.AM. Irv, 20-175 y,4 IUI.A �OF Y �wnsN, � - DENSITY 0.`� OR EQUAL. cA.Ww, w «., VC6, P INMIMM, r- _T , FL Wm ,e ll' �aD. .Is Ip I ---. --` -- — Ii� BEN�MAADo. PE 01 ... OIUIL s9r, L,, ALL AM ERICAN SHUTTERS AND GLASS 1 MAXIMUM ALLOWABLE Fr W mill , =_ 24ga GALVANIZED STEEL STORM PANELS (HVHZ &NON-HVHZ) DESIGN PRESSURES: 4 . , ,.:it. m 3 \ J AS NOT® 1N DE>ICN DESIGN NOTES: SCHEDULES a p T L1 CALCULATED WIDTH UNLIMITED FOR USE AND NEGATIVE DESIGN PRESSURES ALCULA ED W YT x FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER $$ (RETIE. TO PANEL SPAN) SEPARATE ENGINEERING IN ACCORDANCE WITH THE N m 4a 6 E l GOVERNING CODE, FRE"4SURE REQpUUIREMEMS AE TOP MOUNT (CONN TYP, DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER O =.. TYPE 4-5 REQ'D) SECTIONS 1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN U I '' \\ OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN W> OPTIONAL / "-X] STITCH PRESSURE CAPACITY VALUES LISTED HEREIN F00. ANY P-- SCATS WITH WASHERED ASSEMBLY AS SHOWN. IDWINGNUTS FASTENED * 11 OVERLAPS RID MIDSPAN (USE GENERAL NOTES: 'y 4 , •- APPROPRIATE SPAN TABLE) 3 Ga 1 V 8 y 2 I. THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN +', 07. r O t2 ACCORDANCE WITH THE REQUIREMENTS Of THE FLORIDA eU{LDWG CODE Y O W I-J K z . FLAN VIE\Y SEVENTH EDITION (2020) FOR L5E INSIDE AND OUTSIDE OF THE HVHZ: PER m O In Dd TA5201, 202 AND ALL TEST PROTOCOLS. CONTRACTOR SHALL INVESTIGATE 7 O AND CONFORM TO ALL LOCAL BUILDWG CODE AMENDMENTS WHICH MAY n . �J APPLY, DESIGN CRITERIA BEYOND AS STATED HEREIN MAY REQUIRE EA PIC. I56" ADDRTONAL SITE -SPECIFIC SEALED ENGINEERING. w . a a 2 NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE :+� S LL _ DESIGN O F THIS SYSTEM 3. THE ARi HP7TCT(ENGINEER OF RECORD TOR THE PROJECT -/ � SUPERSTRUCTURE WITH WHICH THIS DESIGN IS USED SMALL M RESPONSIBLE (D MR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH U( Y SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR, in F8 / I� 4 SCPARATC'SM-SlKIFLC' S&A D E.Mi EERING SHALL OE REEpp IRE. IN 2 BUTTON MCV NI l ( i ORDER TO DEVIATE FROM LOADS DEFLECTION& OR SPANS CONTAVVJED Q $ HEREIN. <ONTACTTHIS ENGI EE FOR ALTERNATE SPAT CALCULATIOrIS AS - {CCNN TYPE AS \ I MAY Be A UIRe" N f A m III � It _ RFQ'D) I y s THE SKTDM DETAILED HEREIN IS GEN[RCE AND ODES NOT PROVIDE � It yI INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDTTIONS DIFFERENT FROM W MAY BE AT TOPS _ _ ' O 3P5" THE CONDITIONS DETAILED HEREIN. A LICENSED ENGINEER OR REGISTERED t I pig APCNPECTSHALLPRUARESITESPECIFICD LIMENTS FOR USE iN C &BOTTON M CONJUCFIOII IYTPH THIS DOCUMENT � I 2 1 TYPICAL VERTICAL MOUNT ELEVATION 6. DESIGNDREED BY NOTED.5HEREIN ARE 0A6E0 ON MAXIMUM TEETH) 3:,. Gj PRESSURES D1 V10E0 BY A 3.5 SAFETY FACT00.. -L'nr 1 7 ALL FASTEN 6L5 TO BE CL OR GREATER SA£ GRADE 5 UNLESS NOTED 4 j�f; N T S ELEVATION OTHERLWME. FASTENERS SHALL 8E CADMIUM -PLATED OR OTHERWISE Z m R or. Q CORROSION RESISTANT MATERIAL AND 5HALL COMPLY W RN -SPECIFICATIONS ``�a' FOR ALUMINUM STRUCTURES' SECTION 13aY THE ALUMINUM ASSOCIATION, �~ TOP MOUNT iNC„ B AWY APPLICABLE FEOEINL, STATE, AND(OR LOCAL CODES (, i 0 ALLSTORM PANELS SHALL BE 24GA STEEL. La0.024" R' . TV'PE I'H,AB a STDRM PANELS SHALL CONFORM TO ASTIq 4h53 STRUCTURALOUP—SSPAN ABWF v I F STEELU. LUMI AM EATRMONS WITHAMINIMUM 45NNSI WA' P 'D( T,EQ I -I— TRUCTICN41 UNLESSS NOTE6`I`OTHERIITIRSESIDNS SHALL BE 606}Tb ALUMINUM ALLOP', � 11. TOP N BOTTOM DETAILS SHQ%'IN MAY BE INTERChANGED AS FIELD Q t,-,., OM CONDITIONS DICTATE. PANEL. NAY BE MOUNTED VERTICALLV OR J T HORIZONTALLY AS APPL{CABLE. :J - 12 C[wCRETE ANCHORS tgTE. HEREIN SHALL eE ENBEDDEp TCI <[ N n NOH-CRACKED CONCRETE ONLY. INSTALL ALL CONCRETE ANCHORS PER �.: 3 Q'D) MAN UFAGTURERS RECOMMENDATIONS. T 13. THE CONTRACTOR 15 RESPONSIBLEM INSULATE DR PROTEC ALL Egl LF.c sM O g MEMeE'RS FROM OISSIMIIAR MATERIALS TO PREVENT ELECTROLY515. o D LT I iL I� �LL,� nN lb. EtKaIN ER SEAL AFFL%ED HERE 0 ALIDATE STR RA DES[bN AS KEN —(LOCATION ON E T v S VCTU L E WN ON Lt'. USE TH SP [ CA N Y r TOR I L 6yI ��>c - (LOCATION MAY VARY SHO IS EC n TEl B COM RAC E q R a � H f 1 INOEMNIRES 4 SAVES HARMLESS THIS ENGINEER FOR ALL COST a IA140.'3ES G N n w 1NC W DING LEGAL FEES 8 APPELLATE FEES P ESU lTW G FROM MATERIAL �I ? WN7 FABft1CATWNI SYSTEM ERECTION, A CONSTRUCTION PRACTICES BEYOND THAT d aE [ PV II!0oWHICH IS CALL® FOR BYLOCAL, STATE, S FEDERAL CODES a FROM S x D TYPEDEVIATIONS OF THIS PLAr1Q'I) 13. EXCEPT AS EXPRESSLY PROVICtD NME1ti, NO ADDrrIOtIAL j CEPTIPTCATIONS OR AFFIRMATIONS APE INTENDED. le. A TERATIONS. ADDITIONS. OR CmNER MARP IRGS TO THIS D.CUMENT I I Fp, 1-� ARE NOT FERMITIED AIND iNVALIOATE THIS CERTIFICATLON a l� ` BC•TTt7M MOUNT f[7JNIV LnTax ]7. PANEL54HAUBEPERMANE-NTLY LABELED WrrHA MINIMUMOF f1) LABEL a P11i (SPAN BELOW AIR EVERY 3.0 FEET. CONTAIININGTHE FOLLOWING INFORMATION'. I, E fL g TYPE AS REO'DI ALLAMERICAN SHLITTERSA.ND GLASS I C OBSTRUCTION) WEST PALM BEACH, F-L a H I FitE I•ANELS MAY BE NOICHED AS REQUIRED I OPTLON AL y''-2D STITCH A5201, TAUS 202 RTA5 203 BOLTS WITH WASHERED \ FLORIDA PRODUCT APPROVAL NUMBER. - y ANCHORS THAT CONNECTIONS AND WING NUTS FASTENED 4 20-31543 ANCHORS ARE USED WHICH SATISFY CNERLAPS A MIIISPAN (USE ;PANS B.EKNEB BELOW 08ST RUCTION. 4PPR(%PRIATE SPANTABLE) VISIT ECALC.IOIS75A3 101 VERTICAL MOUNT ELEVATION F';RT- "'"`T':' 2 NOTCHED PANELS 6 91 EM IN!$W46E%PlraFe FAM'S70RE 1 N.T.S. ELEVATION 1-- PLAN.- -AA iirA- ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: .4 GAUGE PANEL: 11 MINIMUM SIT T, RM PANT I I AAA111:'N I 1M "I.,., NN ., WINE! 70hi 4 M PSSM IA; P A. 11 II.1.'.1 MAYIM M V J1 sKIN I 41L WABU RNA All ABOVE tFA5 r -r,-AT N HI A Px....... 1 N1 ybAY !',.THAN-1 ABJVf'�NADf ill AL, �kAN i11 AAUVC CgAU1 I-D 16 _ 14:n r„ ./ai I"I , aW;.1, _ Ile ,(16- .tub 111" • a . i "41. ! , U•..t, P 16 I. I11 n fiw,.n LEI- •/ 5.5 ,i'6 e, LIP Ir 35 I:, "Ica, RI ", I EJ`I lS1,n ./ A _ 14 B 1 r, _ _ 1' I,i • U 164, I A 1 ,, !91lr :In 3YAN Sl-FitL)ULt NU I tS: Pp WITH 1 ENTER SPAN SCHEDULES WI NEGATIVE DESIGN 1-04✓ BPANEL FASTENER5 SPACING TO DETERMINE MAXIMUM ALLOW4B-E STORHbp NE SPAN SCHEDULE 15 ACCEPTABLE FOR USE E WITH KSITIVE LOADS E55THAN U R EQUAL TO T N NEGATIVE DESIGN LOAD 'PANEL FASIENEPS ARE SnIDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS , F'-TRACK. ST'.IDDED AN5LE. ETC , USE R 25 0 C.. PANEL FASTENER SPACING TABLE VALUES FOP ALL H'- AND -LP HEADERS LINCLUDINI; BUILD OUT CONDITIONS) LINEAR INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE 'NSF. NEXT HIGHER. LOAD GLASSSEPARATION NOTES: MS NIMFNT-P SPAN SC ED.J_E.M. POSIPV'DES IGN LOAD TOUE FRMIN E LIMALLOWABLE SEPARATION NFROI THE OPENING TO 8E PROTECTED 2 SOHEDt)LE IS REWIRED FOR USE WITH POSITIVE LADS ONLY :ITER%jLaTION BETWEEN LOADS IS ACCEPTABLE 0*NERNISE USE NEXT HI:iHER LOAD 3 FOR INSTALLATIONS OUTSIDE OF THE HV+,' AND OUTSIDE E OF ESSENTIAL FACILRIFS IN ASLh' WING ZONES 1 7NR'7VGH ; THE G 455 SEPARATION SCHEDULE 15 NOT REQUIRED AND ND MINIMUM SEPARATION rRC,M THE PROTECTED OPENING IS REQUIRED MINIMUM ALLOWABLE SPAN SCHEDULE •I :._ . IG t TOP MOUNT 8 k S4II _ 9, .4n `"T "� y° III, a u €I $ 0 S b F-1F5 IL`I3= g° u Ii' ...4., T 0 0 23 24' 2S 2_' 2a 0' ?4' •3 t3U400w 'V' HeeMr 0" - 0 23' 24' 25" 22" 24! 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T 5., �P'£R Y1•eg•S qll, d k@ i 1 t- l GWNR!I rRWMIDMfeM 20-31543 - - __ I '. 1: _' .. .',',- M OPTIONAL EGRESS PANEL DETAIL INTERIOR FASTENING LI w N **%. P J= a0 r°Q `I -;,'�-,b t� 0 RSA rL ,�V N I � - a� , ,0 O t .; - t,'V 0 , O � Q, ,- ~ '. :t, . l , 3 I, a ,V ° lie Q r J s, riPA DIFIVNIDO. Pc PE 4 PI ro . RBe: t p 094" 2990' 2250"7 -7-2.250"� '2S0" N _ -r0 DEC' V'I ae>luuz -•.. 0 094` 0 0.750" '�L(p z Q V i ? RF LaY' o.c 625" D.094" -rr .125" 8.049" F - i o N �u. �• III ,.,Ot25" 8GA p&094" T 12[f' i11 TYP, In rYP -, _ wKI q..._ i.094" 062" 7 L 930" 1930" M N0,06:••0.062" ^, _� T-0 L25' i1N �+ o.o6z 37s^ 062" z.Doo^ I_ 1.3s �I 2,000" -I°i azo. 250' -) z.oDn" 1- -.! z,eao• ' rYp w LLuxll ! §A2L" 11801, n'N• REAMER O•U' I.IEA,pEN A•:Y BUIU)tgUT'J" HEADER a,1� JEAN CLOSURE @mANGLE 3Ng4 W -I n , 1.SL I.560'h--I1.560" 1.510 3.38065A%. .71g75"5'' 0.376" Op y35') C' g3Sz p pp i"$,N.I �O q •, r --yy ' 0.655" 0.19 0.655„ 0 3?6" (- b. 0.&SS" .. 0350" L O07" Ro 1w, ii L i �12.5W"PANELCWERAGE-+ L O�L79"-p tL ,7q- O.B86 u1 .l LI I0f^^ 0.52a- 0.250" d.Osa. p 1 14.675"PANELLING R � � f I[G �0.545 I 15D" 7 lip A pA V+ li F Dil OLRECTIOI m T- OD90" r� � war BE 0 65" G.250" T��0.690' 3-! I}OQ"�OU50'�w%�F 0� 215" I �•1t5 0.7LO" ROBS .305, (A &9UL0-WT 7 AUd( TYP 7 W RP 2. TYP_ D090'®"C �NOI- 0 W. wNlwr 0.557" V U � ANmE iRACx NE�.. NCLE W 3 3 L.I , c D.DM NWf 0 375"--i Pi r �0�405.6EST 0 9 N' ., .le' 4U 4 0. 171"-f I r R p �. Q a « VI�_--_ DEC. m --�. DEA[<noN r9� :, ITL.:.. r`_3.�0" LO.125' REVERSEu RZ ore I 2 n.. ,,� I• cIIL. "r` MLE -TRACK [IXTENOEDI ¢ 1 f I � �$ �i; � K ,.-H.T 2}j ..a ;WX 00" .r'�,Y[I;RIv. �cAEe„ U}o RLAP I ,v,:I I �( ��_rr.,.E , t „ iiinnn ::�? A CDNIERCLOSUrIE DETAIL L `T' �� 25 MAX Sri tr U O.1BB"J->UnerE`Q \`��/`.25"MPT'� 3 x a MAX BUILU-OUTE W 0. IT, ._IF1111 ,IWHI OI ANCE V.Rr nr l:n' 00 J Q \ 'r. ,.+.II_.. re.-> _ _r R- EMOTED Iffip - 1000" _ _ . a _4: 3 OVFI'D 3 820' 1 a A MAN i gg� g �.x5" MAN µ I 1MIN F E . , ., 41_�]�, r 115.,I - M Nr TRIE1 { 1EjL. 'F. xII d,7g1r3LL J 1MIN " t '� MAX. MIN P e DOD gx "'� lD CORNEA CLOSUREDETAR EF - _ +.H i U EMBED * ' 4 A ¢' ,�I D TRAP MOUIn CLOSURE DETAIL - r -r Tr ! S e # ,ITS 3 ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS. PANEL FASTENERS 9 12 5" ri.0 ® ��® ®MINIM mmo�ffm"u® ®ffifflMMM®' MM®EMN 1lT1,W=®®F=ff=ff0®ff31W M ®MMUMVM t M ®' I®t� ®M®ITIM®®®i' MNffr,=r"®®®' 1M®�' � ®MUS"11=®IINVIII13"an - - - ®I'i,R:�ii�®®' tti�tiil�®�tiY� �i�®®QMIMEM ITIMMIM ®®®f®E E ®��®®®� �tm ® f®®' f®®® '®® MM"W=, ®®IM®®®III®ffmrm mm Mi I1 / //i/// / / u / / / J / f / % / �1� l / �omm Y / '. / L " J/ A soh/.:ennummr/;!/!®mw�K ��Il3� f®` ' HERE®®® '®' ®' '®®' ® ®' �®WWIIITIIIIIMIM®MINIM®� ® Mlfflfflmmlfflfflmm� _ �- ®ffxmmuI�f�®M®�®® ®Il�ttZ>itr�t�[�®®f�® OM®OM®IIh1v®®�M / .: em ® ° tom■ t 1�i ® ®t '�' ' ®line �Q'� fiffl� ` 1��M�Nf113" 1•L ®MMW_M®®®' M ®�nmauEm E��� E,A•lMi'IIs' �®t!�ln�";®®f/%/ ®!�'i'/ ®tlr gm_[Mtw'iu !®EM�/ fflmnn ®f ///,M%rbyy ®tlE��,��®®�A�111®1=l ® mw �tiTii��tlia®�®' ��' ANCHOR NOTES: ANCHOR SC tE ULE APPLIES TDALL PRODUCTS CERTIFIED HEREIN, 6 Y PR D S O RE BUT ONLY OV1oES MAXIMUM ALLOWABLE ANCHOR SPACING. MARL MUM ALLOWABLE SPANS AND PRESSV RS [ C T NDI A ED SPAN LESHALL APPLY. 2 ENTER ANCHOR SCHEDULE BASED ON FASTENER SPACING. THE ECSTING STRUCTURE MATERIAL,a ANCHOR TYPE SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER 5PAN,SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING DCANDITION (SEE MOUNTING DETAILS ON SHEET 2 FOR EM'I FICATION OF CONNECTION TYPE . tf 3 'DAt�L FABTENEt16" ARE STUDS USED IN OOW UNCT ON WITH NT i TE MOUNTING E VALUES I "F° iRAIX, BTUOC'EO ANGLE. ETC) USE 5.25" O.0 PANEL FASTENER -,PACING TABLE VALUES FOR ALL 11• AND "U•-HEADERS (INCLUDING BUILOOUT CONOITIONS) 4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFA11'URERS' kLCDMMENOATlt)o 5. HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO ASTM C90 BLOCK. 6 MINIMUM ENIBEDMB4T SHALL BE AS NOTED IN ANO+OR SCHEDULE 7 MDVI MUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES WALL FINISHES SHALL BE LIMITEDTO L 4' PMAIT OR SHALL E VERIFIED Y OTHERS N / B V B TO ADEQUATELY TP ANSFFR LOADS 70 HOST STRUCTURE 8CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY 9. WHERE EXISTING STRUCTURE SWOOD FRAMING EYLSTI G CONDITI ONSMAY VARY FIELD VERIFY THAT FASTENERS ARE INTOADEQUA7E WOOD FRAMING MEMBERS NOT PLYWOOD. FASTENI NG T Y Y OPL PLYWOOD ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES ID. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN C '! TA EPMING). NOMINAL 2" N 4 ?MIN. CXjr STUD (E EDGE 5 DISTANCE )5 RDS17YACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE ""JiHERN DINE" G-0 55 OR GREATER DENSITY LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD 11. REMOVABLE ANCHORS ARE DEWALT PANELMATE ALL -POINTS 5OLID-SET HOR', B BRASS BUSHING L2. MA:MINIMUM ENGAGEMENT OF THREADS CHINE SCREY5 SHALL HAVE i ' INT A JH DS O THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAP, TRUSS HEAD, Cot WAFER HEAD (SIOEWALX BOLT) U N.O 13. MINIMUM BMSEDMI3,IT AND EDGE DISTANCE EXCLUDES S11JCCO OR OTHER WALL FINISHES 14. 1� DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. L5 * DIRECT MOUNTING CONDITION5 LE LINEAR INTERPOLATION 15 NOT PERIMMED FOR USE W17H THE AttCHOR SCHEDULE- LISTED ON THIS SHEET :. 4 ,ON O v �,]MI ,,- u k I I �<9 1h; I a ;p r N i W ,w LtO V! y LJ ti O tn EJd J a Z 4 g w U�I p ill in I F > IK .10 �q 6 U t 22 d Q 8&l -4—JW,Wi^ 0L _\aa) —IVJ —0 L N O O0_ .0) U N � tW O � a^\ C = O Q W � C O _ LL_ _ . �_ O L •C Y/ Cn L.^a) a) W ar U)) v I =3 IM L_ O(/�] C/) i tC"""""' 3_ a) C =3 -0 M //��L LLW U ■ 'a) V/ co L. M 2 Q Z Z Q J i1 SHEET NO. SH 1,5.