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Home My WebLink About3687 Well Hill WayIt • AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ orADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU or A.H.U. Air Handier Unit ALT or ALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bit Sh BookShelf BLK or BLK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or C/J Control Joint CLG or Clg. Ceiling CMU Concrete Maw" Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONNorCONN. Connection CONT or Cont. Continuous CSMT Casement CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EW or E.W. Each Way EXP or Exp. Expansion EXT or Ext. Exterior FBC Florida Building Code FDN or Fdn. Foundation FFB Finsh Floor Break FG Fiberglass (Shower Pan) FIN Finished FIN FLR orFF or Fin. Fir. Finished Floor ABBREVIATIONS FIX or FXD Fixed FLR or Fir. Floor FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FR DR French Door FRT Front FT or Ft. Foot/ Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or Galy. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HC Hollow Core HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior KIWALL or K/Wall Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry LAV or Lay. Lavatory LF or L.F. Linear Ft. LL Lintel Length LT Laundry Tub MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic MW or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Pit. Sh. Plant Shelf PLT HT or Pit. Ht. Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Red. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing READ or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening RS, R/S, R/SH or R&S Rod and Shelf SC Solid Core SD or SD. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SQ FT or SF or S.F. Square Foot (feet) SQ or Sq. Square STO Storage SW or S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN or Thik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O. P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting LINO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERT or Vert Vertical VL or V.L. Versalam VTR or VTE Vent through Roof / Exterior W or w Washer W/ or w/ With WA or WA. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) WD or Wd Wood WOW HDR orWDW.HDR. Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proof(ing) WS Water Softener WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 04/25/12 1.0 NEW BASE PLAN 06/25/12 2.0 GRADE BEAM FOUNDATION 08/11/15 3.0 2015 NEW CODE UPDATE 03/06/18 4.0 ' `" `" `� -I `" `" `" UPDATES REVISED SGD, 06/01 / 18 4.1 A T r % a— A r % REV. 06.23.22 06/07/18 4.2 REVISED DINING WINDOW TO 35-SH 12/19/20 5.0 FBC 2020 CODE UPDATE INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS 2.2 EXTERIOR ELEVATIONS 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6.1 FIRST FRAMING PLAN 6.2 SECOND ROOF FRAMING PLAN 7 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6 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 PA1.3 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL ins ins SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL 1U/ SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL E:1E]E]F-11:J::1E] 0 SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL E:1E:1F-1E:1E:1E:1E:1E� El El El E] El El El El �i I = IF= INI 14 *Itk 118M 1763 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. C" c N '= O N a� Y O a� o G N V CV wwJ ✓ Li- a- N N G7 .- _I d m d d � a� G +' eo 0 �' ` �•i.t CZD 04 co N Ir J ° ;go W`y U A � g 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. E F o 8. go LQN � Or' 1 inr.- r'-V F # M C14 O iR ti C J lL W LL J LL o m c _ 0 0 N r0 > Y W j 'fkf W0. g t� Ocp m w IL '0 — d z N NZ a J O 6 00 Z � W ❑ ❑ C9 � Z N � z Z n Q ? N Z C2N0.1 LL N (Z LL' V � O w g to c C11 V) ON= � 9 -00> �Q see o o Z Z LL m p zo so >N aR a wLL ?0 ♦— g V <Z °ir 70 -a Z <o Z W; C C ao mo ZLL Z M J ym aw fz oS F m a0 z �a 13 o �< >o ch a r N o 3 0 C c LO 0 rn L° 0 N M Co cfl T co T >+ Ca T (n 4-J °° = Ln M -� M N U ) T 0^0 Q c LO T ECM M M iri to o Z Z E T E a3 c a U Q pre JOB NO: 23-06110 SCALE : AS NOTED SHEET NO. C'so c� O. BATH BATHROOM VARIES, 2" LESS THAN CABINETS BELOW T MIRROR VARIES 24" TOWEL BAR W ON WALL ABOVE 1]- cr TOILET MEDICINE o60 t CABINET TOILET PAPER I HOLDER oz oz O > N > C t, N M A fV TEMP c OBSC , Bo 0 a ac O. BATH KITCHEN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS TOWEL BAR ON BATHROOM WALL SHWR. SHWR. CURTAIN HEAD ROD p TOWEL BAR IN TUB OR SHWR, SHWR VALVES BATHROOMS, SHOWERS AND TUBS O TUB 0 a DOUBLE RODS SINGLE ROD CLOSETS/LAUNDRY VARIES PER FLR. PLAN TYPICAL HEADER HGT. KITCHEN 42" H UPPER CABINETS 36" H UPPER CABINETS 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE FINISHED CABINETS COUNTER TOP 30" H BASE o CABINETS c bo 00 {L ^ 60 a 1'-2" O 2x T . - FRAMING iS o 0 1/2" GYP ry `° N iv C? BOARD FIN. F FIN. FLR. P. SHELVING x ISLAND COUNTER CABINET BLOCKING 11 ALT II _ I AC PAD I L \,, �6 TYP. @ 2-STORY (A)t) N 12"x12" CMU w/ (4) #5 VERTICAL • 25'-0" 13'-4" 1'-4"X1'4' "L" SHAPE CMU COLUMN 5'-0" 10'-4" AC PAD TYP @ O2-STORY SI 35 SH DINING 8'-8" FLAT CLG. CARPET GREAT RM 8'-8" FLAT CLG. CARPET 1/2 WALL OR RAILING PER SPECS FLOOR G.T. I I UPI OPEN 1 TO ABV. I I q (3) 2x4 #2 SPF - - STUDS W[USP HTT16_@. BASE T-0" FOYER 8'-8" FLAT-CLG. TILE (3) 2x4 #2 SPF STUDS W/ (3) 16d NAILS AT EDGE OF SLABI2" BEYOND WALL T-3" -4 V T-4" ■, LANAI ,■ 1 8-8„ FLAT CLG. A.F.F. 1 9'-8" I I I I I I I O I ! 6068 SGD ! tHB BRKFST. 9-8"- FLAT CLG -- LE iv eo _ , 2068 BF N I IF_ 7 I p g •,6„_ W 11" L Ia ZqO I a! O - II KIT. " II RI I R ,- TILE C I - I � 8 rLATI 7"' - 2x q o ■ LL I 12%8 1 I BR I+ I I I--$'-8" FLAT CL(ti, 1 1 151 161 TILE SHEARWALLW.H. N4'-5'_,, 6'-4' Q BUILDER TO PROVIDE S4 APPLIANCE PROTECTION C S3 H1 HEN REQUIRED PER FBC W/ USP LSTA1 8 STRAPS (CENTERED) EACH SIDE U) 00 OF WALL TO FLOOR I D CIDo I TRUSS ABOVE @ 16" O.C. CV)W LL PLUMBING LINE TO SECOND FLOOR (A)M T J C z m ` zm GARAGE TYP. @ OF- > 8'-8" FLAT CLG. A.F.F. 2-STORY ENTRY ■ �J9 N 8'-8" FLAT CLG O a W AFF z 3: li -------------------------------- A o S3 to I I TYP. @ - - - - - - - - I FLOOR G.T. 1 SINGLE ■ STORY 8"x16" CMU COLUMN j I W/ 6"x12" ABOVE 1 INTERGRATED INTOP. K HB - I WALL W/ (2) #5 S4 I I TY VERTICAL GAR @ E I 9 �■- - - - - - - - --------------------- 16070 OVERHEAD DOOR O -4" L 18' N OPENING PRESSURES ENCLOSED - EXPOSURE "C" �A +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 O +26.6 / -29.1 O +26.6 / -33.5 GO SEE SN SHEET OH SEE SN SHEET 6 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 181 X 254 S.H. 13 20 X 38 181 X 37 S.H. 14 20X50g 18�X50 S.H. 15 20 X 63 18 � X 62 J S.H. 16 20X72 182'X712 S.H. 1H2 271/4X26 26X25J S.H. 1 H3 27 1/4 X 38 J 26 x 37 S.H. 1 H4 27 3 X 50 1 26 x 50 S.H. 1 H5 27 1 X 63 26 X 62 1/2 S.H. 1H6 271X72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 a 36 1 X 37 3/4 S.H. 24 37 J X 501 361 X 50 S.H. 25 37 J X 63 36 1 X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 112 S.H. DOUBLE 2 WIDE 75" TALL 73 1 WIDE S.H. 32 54 X 26 52 � X 25 } S.H. 33 54 X 38 J 52 ' X 37 1 S.H. 54 X 501 52 X 50 S.H. 35 54 X 63 52 X 62 S.H. 36 54 X 72 52 X 71 S.H. 39X59 40 X 59 N!A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 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 91 /4" LVL 2.0E Fb=2950 e (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 71/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS FIRST FLOOR PLAN -A SCALE: Y4"=1'-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped With solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable Windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying With R4501.17.1.1 through R4501.17.1.14. M 1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST LIVING 728 S.F. SECOND LIVING 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) e+� N o N ,p_ 7 W o � c � •-1 ca Ca. @oL •� � o A N � d d m p .a co 3 d 1_ d ea c �o c0 o.. v \L;G, %sai Vgj wlv ..••. �� U� {' 11:c : 2 •FL •,y• ,•�..s, q ••••••....••''•,fill 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 7tl Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F g E $ N C:) r> 8 '9 U AF-r-�! aoc'2#J # " ;- u_ of W, a _J LL z Z)= OJ m G�o�O'WW o IL W N M Z H z O U ❑❑❑ Z W z z a) z o J N z - 0Q) w W C) V O w 8 to c �Nco �co U aas Lu I a� d 35 c Y ts, S Z o a E =o Qe �s o E: V wi =® Da F� rt3 g o o �V �Wdn4 z<Sa a? ZZ C Oy mH ', Z_5> 11 ' >oz <zZ 08 s LL Z 1W�Wm y. o � w� >x Oav Lz i °d IO > Lo m cc V T jy >% co r n U m 3:` ^ t �1 M M O N Ln 0�0 f� eM M o C M �; LO Z Z C E T y co C f0 a- U _J Q p JOB NO: 23-06110 SCALE : AS NOTED SHEET NO. CONT. HANDRAIL RETURN TO WALL DETAIL A SCALE: NTS (D 42" KNEE L01(o WALL WITH 00 I 1x8 CAP & (.0 CAS I N G 1x8 CAP & CASING _N\1, 2 STAIR CALCULATIONS: TOTAL R ISE 10'-0 3/4" (16) RISERS AT 7 -9/16 10" TREADS w/ 3/4" NOSING 42" KNEE WALL WITH 1x8 CAP & CASING USP MP3 CLIP EA. STRINGER TO BEAM/ FLOOR SYSTEM TYP. 36" H. CONT. GRASPABLE RAILING ZX251) If .10 '0111 I 10 1 9 1 7 X CnIco 11 Z 8 7 6 5 2xFRAMED 1;� x 4 WALL V7-- Z 1x RISERS 3 (-Fyp.) (3) 2x12 STRINGERS 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4 x 3 1/2" TAPCONS @ 91 16 o.c. AND 3" FROM EA. END. 15 14 13 12 12 M=J STORAGE UNDER STAIRS TYP. STAIR SECTION SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1 STRINGERS w/ SIMPSON A35/11LISP MP34 CLIP TO FLOOR SYSTEM 0 LANDING FRAMIN( (2) 2x HDR. REQ'D @ ENI LANDING FOF STRINGERS - CONNECTTC SCALE: 1/2" V-0" 16 1xTREAD (TYP.) 01IRT 2xFRAMED WALL C0 I Itt C:) 1 C) PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES M #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER W/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH 3/4" PLYWOOD DECKING FLOOR SYSTEM 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR EXTERIOR WALLS 3 D2 Sim. W/ (1) MSTAM36 STRAPS @ BASE TYP. U.N.O. J 04 2 3 D2 Sim. W/ (1 M t1.S1,T A MM 3�4 r61 STRAPS @ BASE 140r RFV 10 1 20 CAR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF#2 8-4- 2x4 SYP #2 16" O.C. SPF#2 91-01, 2x4 SYP #2 16" O.C. H SPF#2 > 91 -011 2x6 SYP #2 16" O.C. WHEN THE TOP OF WALL IS GREATER THAN V-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0' END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12- O.C.' THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS- T-8" V-91" H1 H1 6101" - 6 1 D92 i I D S6 (:2�)25 TYP. 1 ±.1 SH 25 IS-LH U.N.O. - I- - *EGRESS *EGRESS-60" X 36" TB; SHOWER 0 FIBERGLASS OWNER'S SURROUND TP SUITE - 5' �L 4 9 'n 8'-0" FLAT CLG. BATH CARPET 2668 8'- "FLAT CLG. . 19 2068 TILE OP G.T. BF E - - - - - 15'-8" T-6" W , 4-SH I R&S WIC I (4-206 I 8'-0" FLAT CL 1. CARPET lu) 1 oa 0'. �QESS I W. L 91Lx j�tt..! BEDROOM 4 oc 0 0 110) 8'-0" FLAT CLG. 19 CARPET 10 BA 2 8'-0" FLAT CLG. N TB U) 1/2 WALL OR U) W RAILING PER SPECS LU TECH CENTER 2668 1 V-4" 1. 6-11 7'-9" 2668 =50 T BF - - - - - - - - - - - 3 LO DN 16F E0, Cal cr TYP Ty 4 5 6 7 8 9 10 11 12 13 14 15 16 5068 BF W. I LL - - - - - L: - - - LAUN R&S 265T7 8'0" FLAT CLG. I 9 [�71 5,_1 1 1. &D I\U\l 1AH 6 TILE 3 - T-10" -11"11 1. N 4068 0.1 N15 BF 5--10" 00 6-02-1 (0 co C14 9 4, (01 I C� G.T* 068 ;m- 11--2" 2' F 1 V-6" F- BEDROOM 2 BEDROOM 3 8'-0" FLAT CLG. 8'-0" FLAT CLG. CARPET CARPET *EGRESS *EGRESS 2 SH 25 SH 3@9 22 D1 D1 JAMB STUD OVEA)l H1 ENTRY TO BE CONNECTED DOWN PER DETAIL 6/D2 L- - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - 1 6 -8" 1 6'-8" 5'- 10" 6-10" 0 64" 18'-8" 25-4- HEADER SCHEDULE MARK HEADER SIZE REMARKS (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE - 2X8 #2 SYP W/ 1/2" <1�>(2) FLITCH PLATE I (2) - 2X1 0 #2 SYP W/ 1/2' FLITCH PLATE (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE (2) - 13/4" X 11 1/4 LVI_ 2.OE Fb=2950 (2) - 13/4" X 9 1/4" LVL 2.OE Fb=2950 <e> (2) - 1 3/4" X 16" LVL 2.OE Fb=2950 (2) - 1 3/4" X 7 1/4" LVL 2.OE Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W1 PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS TYP. @ CORNERS I\_ 3 D2 Sim. W/ (1) MSTAM36 STRAPS @ BASE co -TUB/ SHWR TILE TO 7' A.F.F. C114 )2 <�> -HANSON BOX _J _J @ 36" A. F.F. < X N DRYER VENT -THRU SIDE WALL -WIRE SHELF 7 @ +54" A. F.F. WX TYP. U. N. 0. smww) MSTAM36 STRAPS @ BASE OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 -32.2 �0 �D +29.7 / -39.7 +28.3 -30.8 +28.3 / -37.0 +26.6 If -29.1 +26.6 / -33.5 SEE SN SHEET SEE SN SHEET 140MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES FFIT DESIGN PRESSURE +29.7 If -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) I TYPE 12 20 X 26 18JX251 S.H. 13 20 X 38 18'X37i 2 S.H. 14 20 X 50 8 18 1 X 50 2 S.H. 15 20 X 63 18 X 62 S.H. 16 20 X 72 18JX71 J S.H. 1112 27 1/4 X 26 26 X 251 2 S.H. 11-13 27 1/4 X 38 J 26 x 37 S.H. 1144 27 J X 50 5 8 26 x 50 S.H. 1H5 27 4' X 63 26 X 62 1/2 S.H. IH6 271X72 4 26 X 71 1/2 S.H. 22 37JX26 36 X 25 1/2 S.H. 23 37 J X 38 J 36 X 37 3/4 2 S.H. 24 37 J X 50 1 36 ' X 50 S.H. 25 37 3 X 63 4 36 J X 62 1/2 S.H. 26 37JX72 36 1 X 71 1/2 S.H. DOUBLE 2 WIDE 75"TALL 73 2'WIDE S.H. 32 54 X 26 52 1 X 25' S.H. 33 54 X 38 J 52 JX 37 J S.H. 34 54 X 501 52 1 X 50 2 S.H. 35 54 X 63 52 4 X 62 S.H. 36 54 X 72 521X71 2 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding 1/2 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handralls: risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and soffits protected on the enclosed side with 1/2-inch gypsum board. LLny 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 1 not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.1 1, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: e 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. e Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. e 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 reater than 72 inches (1829 mm) above the finished grade or 9 other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M 1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARINGWALL INTERIOR BEARING WALLS NOTED "FLOOR SUPPORTING ONLY AND REQUIRES NO BEARING ONLY" ARE FLOOR SYSTEM UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST LIVING SECOND LIVING 728 S.F. 1036 S. F. TOTAL LIVING 1764 S. F. LANAI 60 S. F. GARAGE 379 S.F * ENTRY 62 S. F. TOTAL SQ. FT. 2265 S. F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-1 1/R-1 3 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILINU R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE I LIVING) JR-11/R-13 KRAFTFACED SECOND FLOOR PLAN -A SCALE: X"=V-0" M31 C"%i C= C� _J of �t" �z =D 7 -0 % C14 C M - CC - 2 C2 = E 1, 1 U, If ID A/14. . ..... < c L f It'll To the best of the Engineers knowledge, information and belierf, the structural plans and specificatlons contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. (A I W ot E '00 C4 W G J 0 CA wD 04 N C) a. 7 re- - CL U_ a= _10i LL Z 0 Z 0: M r- r cc -Z �% G IM2 1� 2 W W 0, 2 - ;; :e U) T Z co 6 g 0 LU 0 a Z < " 6000) 00 W - CD cq c-') < - 0- 0 C� a t-) M _LU 0 9 V1 la� CN U) asE 8 0 fNf % < 00 0! C.0 1`� 0 2 __J U_ ,s E . 1. �w 12 � I Z6 <� C�_ 0 E u o.1-0 f6 OL E < M 0 00 0 ZCD. CD ro < 1. Z -ga t � Q .0 0 '0 Z 8 W Z Z 0 W C/3 � Z <� M0 051 . 2r_ I. q Lo 0 CY) Co (0 Ir- :3 co < T__ 7 ;i CU 4-0 LO 4_01 CY) 0 .0 (0 r%. -0 C14 r� C) L0 00 04 CY) 4i 41 (0 CY) co 0 E M CY) LO Z r_ E E cc a. 0 0 0 _J -00 M < 0 1 0 _J JOB NO 23-06110 SCALE AS NOTED SHEET NO. 1.2 12 4.01 12 — 15.0 FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS EXTERIOR RAISED BANDS OR FOAMor - ON PER COMMUNITYSPECIFICATIONS FRAME FLASHING D N o CJ / WEEP -N - - ---- HDR. , ---- - ------ --------------------------- - ---- SCORED as ,��F=_1�� =�„STUCCO U aa000�� N T ^ TEXTURED is ACEMENTITIOUS INISHON N 4" CMU (TYP) FIN FLR FRONT ELEVATION - A SCALE: 1/4" =1'-0" 9'-0" RIDGE VENT 12 15.0 00 FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS EXTERIOR PLASTER ON FRAME CJ 25-SH CJ 12 4.0 CJ/WEEP ---- -- -- ------------- ------------------------ 25-SH 25-SH TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) r LEFT ELEVATION - A SCALE: 1/4" = V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 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. vertical ly/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. �V:kVK1Y1PzWA srs C%d .o r d -o 7 W r ��o ci s" o C l0 G� N NLL O- no o L y -m !V .0 y Oi O a �'`� Y y _- am) 4 A d W W a, _2'. o y a E � o d U 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 I- o m 8 N cb n .� � C N Go N 0O J Q 2 t� C J LL 525 W �p LL LL a Z Y Co13M OC W ' m�m Z I IL m w 00 04 N Z Q J ,n V= N O U W L) U) ❑❑ z_ z � z � � J U) V) a tV 0 GX LL N L. 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U) m � 4-1 co O O LO T Q 00 cM T- z' co�' M LO o Z T' a 0 � v °: ¢ o c 3 JOB NO: 23-06110 SCALE : AS NOTED SHEET NO. 2.1 FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- ---- EXTERIOR PLASTER ON CJ FRAME FLASHING 12 25-SH 25-SH ---- — ---- — �—---------------------------- ---- TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) ---------1---- HDR. 35-SH AA -------------------------- 1----FIN FLR 6068 SGD REAR ELEVATION - A SCALE: 1/4" = T-0" 9'-0" RIDGE VENT 12 15.0 --------------- — — — — — — — — — — — — — — — — — — — — — — — — — — — --------— — — — — — — — — — — — — — — — — — — — — — — — — — — — — FLASHING 1H3-SH 24 SH' 12 -----4----------------------------- CJ--------------------------- CJ CJ CJ/WEEP FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS EXTERIOR PLASTER ON FRAME 12 14.0 91 ---------- 1 1 H3-SH g R... 1----------------------------------------------------- V----------------------------------------I- TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) RIGHT ELEVATION - A SCALE: 1/4" = 1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 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 e� N 0 N y- co ;: ._ O W G � O —s a LA_ N O L N 6f O 3 = � d C* 3 eo E ea o a ci 0 iifitir/�f�r N \,\`\\\`,0Riill lit-Vh 'i P F LO �. QROFESSION ""fill III III00 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contalned 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 W g S g8 0 0 W '0 P1 i» Q M v LL Q1 J ` LL W � Z _ r�LLL a L 1O o v ai W _ L'�-9 O t6 N ILL ZLOMZ aJ N O 6 cap rbi W ❑❑ U z � � z a - N � � co W o a U _ g O ,,, g V) c N � c w J t I U C � � 0 o J< w M M J i �q Z Q LA_ zo >ry ® coE ►— ro Mg &� So o ZccEo cc d tO . L `<$ S wZ �ww C c ` `= N U m o Z 2 H Z m 'S J m a a° '< w � z 02 go oLL az W m .0 aQ MI5 '_ mill¢¢ o V i E a U 3 0 c� Lei 0 rn m m CM T Q Cr U) m CN 0 _ '� N CO 00 O L() 7— < CO LO T M M (0 T y ►n o Z z E r E y a; m c EL U � Q 0 � JOB NO : 23-06110 SCALE : AS NOTED SHEET NO. 2.2 ELECTRICAL SPECIFICATION 150A/2 C INDOOR PANELLCENTER NOTES: 0 #14 to rights & outlets NEMA 1 01 #12 to appliances and GFI 150 AMP/ ELECTRICAL CONTRACTOR 200 AMP 10 #10 to WH MUST VERIFY WITH THE 10 #S to Range SPECIFICATIONS FOR THE TYPE 10 #6toHVAC OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR METER LOCATION PURPOSES. ` v 50=2/0 J 200=4/0 in 2" Conduit 200 amp 150 amp GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in LIL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/LlL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying With R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET 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 $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX O WALL MOUNTED LIGHT FIXTURE O RECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ;Q EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER Ja ELECTRIC PANEL DISCONNECT SWITCH � J ROUGH -IN FOR OPT. CEILING FAN a CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT UNDERGROUND Disconnect SERVICE BY POWER CO. Bare Cu Ground INTERSYSTEM 4 BONDING GRGROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. AC PAD DISC. WP GFI �o A r —_-1 ■ @11 r if II II ALT II jl AC PAD Ij Il 11 = WP DINING � CO / OPT. D LIGHT AS PER SPECS PENDANT LIGHT PER SPECS GREAT RM am ROUGH -IN FOR OPT. U.C. OUTLET 3 I LL -- I I?3� N i16 L--J - U.C. OUTLET W 0 3 KIT. a SWITCH FOR FII DISPOSAL I I - -- ; I II LL - X aF1 N - W I I / L I I f f - - : 7� -.. DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS SPEC 3 & 4 KITCHEN SCALE: %4'=1'-0" an •� ----LANAA1---- /> I I I V �� I i Ak _ BRKF-ST LIGHT AS PER SPECS 5'-0i" \ _ GFI - - --- IGFI I I -- - 1GFI II IEOEI I M FAN/LIGHT c/ / J SWITCH FOR F[i i OPT. CLG. FAN/ LIGHT PRE -WIRE/ I DISPOSAL I , IT - II / GFI wW I I 1'-10" iv 2'-$' V-10" ' C.M \ I I -II CH 3 �_ • — — — M - IGT AD IV �—I --- I�,�I �% w CIO A O E I I D_ I I I I I I I I III ► I , II I I I I I 1""T I I -_ ——r— — J—J'' FOYER GFI @ 44" A.F.F. , W.H. I I Z W ga IZ DB \ GARAGE AS > — F- GFI LIGHT PER SPECS LL 1 W w GARAGE,/ ' W • 0 1 i� IaARAGE ENTRY DOGR I I FI I I I -- I I I - ___—___ j I I IRRIGATION I GFI @44"A. F.F. I I / I I I I � I I � I --------------- ,�----------COAMIFGRTS---------- OR PREWIRE AS PER SPECS DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS I— WZ �OW 0 m 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 3" RECEPT. FOR ALARM SYSTEM PROVIDE PHONE / CABLE AND OUTLET AT TECH CENTER GFI @ 44" A.F.F. pl 3" VTR 1.5" VTR I� III I� I I I I I I I � I I —III 3" VTR I � I I, I � I I r I I PLUMBING RISER_ SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER ELECTRICAL PLAN_ e� N 0 N c > W —J o w n o- , c-, V N >C a N fhi O •y 'd !V .G N y O J tv 3 cc cca tv w Co y �.a C eo 0 d w 0 w M O N M O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W N N8 N� N ap O J o9 LL a tail iiLL Q a"!0ty ry Z z Z W t m� �o(0M2 o uj 'of6�� WWIL1 �2� QJm w IL ; Pf Z y ~ V N 00❑00 Z W R Z N th z � Z � a Q) to ct.- N M z � U o V w W � V 0 V1 c U ,,, �® = t g I 0 N W o _ LL E � E O — Q N Q o E U �� W z _® oa o U Q2�= Io ZZCO WJOZZ Z'zFG =NO mO.a QWZ Z02 W ao co � 1- MO M ~ = Mj � r zla h 0 3 2o -17 > Lin rn m c� M T /'%% Q Cr co W m N 4 LO O M M ~0 N L0 QCV) 0 �-- T M M o M LO Z Z E r d W a 0 -j ¢ o JOB NO: 23-06110 SCALE : AS NOTED SHEET NO. 3 5:12 SLOPE le w L12 SLOPE /4:12 ZONE-2 � ATTIC SPACE � 60 SQ. FT. I W d O fn N i 4'-0" OFF RIDGE VENT Z w W 0 in :: 41 ►4 w a O fn N_ Lb I, I��Qa q<<F O y/A 5:12 SLOPE Cn Vi 46 5:12 SLOPEy ZONE-3 ATTIC SPACE 1071 SQ. FT. w ZONE-1 a ATTIC SPACE 97 SQ. FT. ) -0.. ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of ventilation of vented IN. of of vented ventilation to be provided SQ. IN. of SQ. IN. of Ventilators (See Elev ) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 0.0 0.0 Floor 97 93 13 47 3 23 0.0 0.0 0.0 (Zone 1) Main 0.0 0.0 Floor 60 58 8 29 2 14 0.0 0.0 0.0 (Zone 2) Upper 9.0 1.0 Floor 1071 1028 147 514 37 257 273.0 (Zone 3) 135.0 138.0 **NOTE — GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN —A SCALE: Y4"=1'-0" e+7 N O N -o W , ram.+ O '� CL Lt pnO i c 10 V N _-omx +. cLLa V) �O O ►, VJ O M CAO a) C= 6 CV ]C 3 a) W W y aY d � Q Jz 3 � 3 .°) cam.) d N d� C O O i ``��tOtttl!!lF33,l19s��F . 0 ,s — U LO 0"'e S S 10 N�� 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 beating Engineer's signature and seal. N o E M8 , LoN y 81 c :W 0 93 *00 ai Ui N C . ik LL dq ej cM v LLL , C J W N�1 V J LL� W a Z 13 g.P�; pj0 W - m w Z � NZ d = N OU U R Z N � z � z N t/1 z v 0 w o N c m > vJ U ip E '® „, L = U c U) Q • �Q s� � Z M o Q _j E a R p W° .j z® 0 V � V ZE a �o �z c 4 O m i z� z �ozz 9 m <<1 i N W O �- 3 m Kg O Sz �W xk Nz JZ 0F ix Illllllll� o wr a 0 C Q 2 �; oc m co co r (C0 1� ��-- M L0 .� O Lsn T Q M T 6 E M 7— M �; V) o z E r N E ? uo a ci JOB NO: 23-06110 SCALE : AS NOTED SHEET NO. 4 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 Lf w g w CO a CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" #5 CONTINUOUS REINF. SEE FND. FOR QUANTITY ; ,:I; ; #5 X 25" X 25" CORNER ' BAR ONE FOR EA. HORIZ. REBAR, TYP. _ qt > U.N.O. �.� "Alternate: > >. The reinf. bars shall be cont. around corner by cold bending the bar w/ min. r bar lap of 25". T TYP. CORNER BAR DETAIL o o0 SCALE: 3/4" = 1'-0" I ALT II AC PAD I I �I JI o_ M 0 r � 0 v o M 0 J S6 LO TYP. @ 2 STORY TOP OF CONCJ PAVER TO BE 4" BELOW FIN. FLR. OP L Q, S3 TYP. @ z ENTRY O O u- N Z M Qoi H O O ~ _ Ov' 3'-0"x5'-0"x1'-0' , r W/ #5 @ 8" O.C. E.W. 13'-4" 2'-0" x 2'-0" x 1'- W/ (3) #5's E.W. 25'-0" 4'-8° 6-2" 3'-10" AC PAD • 11 •1 I• 11 II V-4" 111_4 11 I 1 I I 10'-011 7-4" L TYP. � I y 6'-8" 1'41 . I2'-0" 1 I I V-4" • ------------------- Ir J— — — — — — — — -- ---- Ip TYP. @ PROVIDE 1-1/2" RECE� Ill HVAC CHASE 2 STORY S6 FOR SGD DOO .REF( • il�ll BASED ON TO MASON'S S OPE LOCATION 1 FOR WIDTH 111 - 111 � 11 INDICATES FILLED CELL 11 W/3000 PSI CONC. GROUT r I 1111 FROM FTR. TO BEAM 11 W/ 1#5 REBAR_VERT. 1 ABOVE SLAB. TYPICAL T 1111 @ ALL PLACES SHOWN 1 (HOOKED FTG. DOWELS 17" I I 'EMBEDMENT W/ 25" c.i IIkXT. ABOVE SLAB "GRADE 40 STEEL" 11 • I 11 I 11 II I 11 I I 11 1 3Y2" MIN'I4000 PSI CONC. SLAB FOR HERNANDO COUNTY ONLY 13Y" MIN. ��00 PSI CONC. SLAB OVER 1 1 6 MIL VISQuEEN VAPOR BARRIER I 1�— r- 11 15'4— — • I 11 I 11 1 '0'-0" ELEV. I 41N CONC. SLAB I 11 I 11 41-0"x3'-0"x1'-0" 111 VV/ (4) #5 E.W. 1 1 14-5 2'-0"x2'-0"x1'-0" " W/ (3) #5 E.W. I I I • 4" STEP �— ILr DOWN 6'4" 011 MIN. I RECESS FOR FRT. I PROVIDE 1/2" x 91i I � I -411 I �12" /11 0 � � -1 N cV 6'-4" T T C.J. _ r T I I I I I I I I I I I I T—= 0 • I 10'-71 /2" to co --}— — — — — —— — -- -3 1/2": C11 C. I 1 , 10,1 "' I 2'-0" x 2'-0" x 1'-0" W/ (3) #5's E.W. 0 0 J TYP. @ 2 STORY PLUMBING LINE TO SECOND FLOOR I b v ti - I _ K O S3 1 3[011 • I BUILDER TO PROVID w APPLIANCE PROTECTIO I O I WHEN REQUIRED PER FBCI fn 6I 9'-4" 9'-4" 1 ' C.J. N I I 1 I 1 I 1 2'-6"x2'-6"x1'-0' I I TYP. @ En I W/ (3) #5 E.W. I SINGLE STORY rj (2) # VERTICALS • WAN FILLED CELL I • A I S3 I I I A J I I S3 1 S3 j HB L— ------------'�------------- - 9 • '-0' 16'-8" 18'-8" 25--0" • 0 ch 0 n i 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 V Z O 00 to U- N ZO O I— O U) T FOUNDATION PLAN —A SCALE: X"=1'-0" e+� N O N c W J o do O —i AWN —� m yc N A O .- N y O Q � N Y cu d E o F a a �'3 ra >_ ea a, cu �•� cn 2 V1 0- �a a� 1 •e V 'G4.` • •` v •� •N M . S 4 �OFcSSIO� To the best of the Engineer's knowledge, information and belief, the structural plans and spedfications 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 2 a 04 .�6 C - „"LL dJ rnr�r� LL w M y,04 � 1 W a a ty a U u- z Z 2 Y 0 W cR�O~jO' ¢ z Z z IL N H N o O O l] Z W CD z � z a m N z N oV 4 (� w � p V OLu $ In c y Ln c � o z w M M J i O Z Q m LL C C a ¢ io ZI z® Q 0 w° �_ O E o C o U VO . F Wo o U o Q Z a3 o co @o r m� o� ZF Z my Co �3 J NU m<W ¢ • z ), g 5 Z W c, 3 o ao a w h� =3 Mill o M v wa zI< ;o a 0 3 2O = �U-) 0 c� N M CID T �••r T A C^ jy (0 r O 0 � N CO O I.C) r M N r. O CM M o L Z z E T— E ?: m a • „ U Q p _ JOB NO: 23-06110 SCALE: AS NOTED SHEET NO. 5 1: __....-. .:... r 2x BLOCKING 2x BLOCKING SIM. @ CONNECTIONS TYP. @ CORNERS SIM. @ CONNECTIONS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft ✓IND SPEED (ULTIMATE) 140.0 MPH ✓IND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 1 -60.99 1 -60.99 1 -60.99 1 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 7/6" EXP. 1 (24/6) or 15/32" EXP. 10311 TILE: 1%2' EXP. 103,116) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .1201 NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE LOW ROOF TRUSS W/— RAISED BOTTOM CHORD EXTENSION SEE TRUSS MANUF. SPEC'S FOR CONNECTIONS TO G.T. SECTION SCALE: 3/4"=V-0" HIP ROOF >20 TO 45 DEG. [4:12]-[12:12] a=4ft a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] 2x STUDS @ 16" O.C. w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. (2) 2x6 BLOCKING UNDER 2nd FLOOR WALL w/ SIMPSON LUS24-2 w/ (16) 16d NAILS AT EACH END BUMP OUTS 39 I PLYWOOD FLOORING i FLOOR G.T. SEE PLAN UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3"SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. 126 10dxl-1/2" HTT5 5795 1 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/ 06) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 112" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12° EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY I V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ 2) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 -10d SP2 1 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 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) MAYBE USED, FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER FX CO2 LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN — ELEV—A SCALE: Y4"=1'-0" cn cV O N c o W i t 0 u has C_con = � m x CL- 'y ur � O 10 ar o a L To m ar a ar � c. R o a � 0 !t `11�`�61sel�a w, • DLO OFESSIO�' ,I NH I I I t 410\\\� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. g 8 U Q 0 c: N •5 °� U*)co rAnr3? M Q C',Q >> U LL LL W LL lL a Z ui m _ rn o L In0 I 0; �•an c0 ohc r°�rnrn m W Z ILW '04 ,n N OLL V Z W ❑❑ V M Z N o 0 0 Z ib Z o J N ALL C w in 0 w $ Ln c YZun A i W U w � ' t S U o /c/ N �' �l Y • Q N � Sm o w M J Z 0 Z Q � w E gC woR fl- O E U oLL Z I� 6 O E 0Wz 1° �o oil �o p Q Z d �' Q pw W �� r6 tq C ¢o a wo m , z C QI 5 J OU v=i OJ Za Q W zz $ 3 a 0� go W �. 3 w �0 a m mLL �3 � J w IIIIIIIIII o ch v w� �o a ilaT� 3 C)0 2 �.1 O N m U N C0 r IT C T 1..1.. U) .2 w , O CO co O .� o Ul) a �- M ai L• M t:M ` LO o z W z E Ir— y M M 0- E 0 0 _j a o JOB NO: 23-06110 SCALE : AS NOTED SHEET NO. 6.1 a 7 U CM U --------- I I I I I I I Cl)T O `nG U U U I I TYP. I I U.N.O. I I I I I I I L------------------------------------ J —(2) (D TYP. @ HIP CORNERS ENGINEERED WIND PRESSURES AND SUCTIONIS FOR MEAN ROOFOHEIGHT:s 5 ftND RSH VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH :XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 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): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 1?%) Or 15132" EXP. 1 RIO TILE: 1%2" EXP. 1 (32/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3%" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/:" x 0.131 1 NAILS OR ASTM F1667 RSRS 04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3"SDS WOOD SCREWS AND (2) 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) 1 0dx1 -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 l/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** -- 8 -10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 -- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T 2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY 1(2)LGT2 V 4060-M 3770-F 3500-M 3240-F w LUGT2 13100-M 4520-F 13100-M 3800-F W/ (2) 16D SI NKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10)1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 - 10d SP2 1 1010 1 605 1 12 -10d SPT24 1090 12 -10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6'1 *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD w EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT I-). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY :ARRIER a SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV - A SCALE: A"=1'-0" e+� N C N J t CO t� CV — CIDx N C LA_ a — Cc C= — N -W CV c CU C= Q 3 O! Cu ]C Cho a7 a c W o Q Cr ca . 3 ea eo 3 ca eo d c c N C� c E � o `o C) vv j LK OSIO 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 - Residenfial 7th Edifion. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W v E S O M 8 o 'IN� C n Lo N 0 U=)10ILL, ni ajMv � LL Q 3 U LL W LL � a —v a m c O7 _ca O cc C � O M0 Z in N Z Z N OU W 00 U z i z iz- 13 �C` z 7 J — N M N z � O N LL W Q A 0 W $ N hz �N U) U L.LI J h— L E � U x � Qc w o 1 ¢ w co M M J � O Z G W E zo oo z21 as E p lJ z® H _ C0 o E U ¢a w o �U - z ow Z L w o o ¢a �. co ra C • � az a . U w mo FF F Z2. m m a W Of M 2 �° U W T 3 LL� a �w LL ti �; o w� 0I= .o M I d r z¢ UU Zi .2 0 > LO O N 07 h� C9 N M c CO T � Cr C T O M C) 04 .� o Imo0 T 00 Q T IN ui M M LO d z M z E r y `m c a E v U c JOB NO: 23-06110 SCALE : AS NOTED SHEET NO. 6.2 8F8-18/iT GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / ° O Safe vertical load Safe horizontal load \- GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS O O O O 8F8-0B/1T 8RF6-0B/1T f. © © O• O O• O •.�• O O O O 8RF14-1B/1T 8RF14-0B/1T 81=16-06/1T 8F16-1B/11 • © O O ® 8F020-0B/10T 8F44 1 B/1 T 8F40 1 B/1 T 8RF40OB11T 8F321B/1T FORM dr GROUT SOLID O •a' •-f. N W � W O #5 BAR CONT. 8F12-1 B/1 T n "V LINTEL DETAIL SCALE = N.T.S. TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J W 8F16- B/1T a iio i,ai Z tNOMINA fo QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL o HEIGHT MATERIALS . cTi precast mtels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 318" 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. #5REBARAT MIN. TOP (1) 1)REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL e 0 n G .M.U. #5 REBAR AT TOP e ° A a GROUT MIN. (1) REQ'D JS 1-1/2" CLEAR a d a v C.M.U. ° 5 REBAR AT = � v~i W BOTTOM OF L y , U) O0 LINTEL CAVITY W CW7 W OTTOM o ¢lu ti O lu REINFORCING e PROVIDED IN LINTEL a a C7 Z LL p w n ¢ , C7 � m 5 REBAR AT BOTTOM 7-5/8"ACTUAL 40MINAL WIDTH (VARIES) u~) L" ¢ a AS INDICATED LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to 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 cementibuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O 4'-6" LL O O 9'-0" LL O 8'-8" LL (E) MIN. 17'-4" LL LL F 3'-8" LL LINTEL PLAN SCALE: %4"=1'-0" Cn CV O CV a� o'"o J a� o ld N .- cLLa i W Oeft 0-4 W W O e4 - C-4 Y ev W E c a) u = Q rs 3 W m W eu -0 � c o � T 7 � � W d �E j- O �i ��°•°° rye °° 4 ..<.. OF�SS1C) ,r�r�''�llltdllititljt\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0) W a 'I* E V o a8 0 C2,cb o m rD n 0 W 4,))N OnD v # y M 0 LL N J �Cp J LL W J u- u- a IQI� V Z W °f o sg o Win2OjO' Z m Lu Cl) Z J Z N OU W ❑❑ C U00 Z N o � c'b Z ro N z o � Q J !n N co z 00 LL 1 , T Cn w Y U O l!1 w o c N (a ,- c'n U a; c w � J E U o in, co Q y �Q e N Of o J� w M z � o S� Z Q o =o zo Q� a Q o�=® __E= M� °a oQ Z� d a o < W Z C,O,O Z < m0 0 Z Z JZ YZ gz t� A o<wLL a N W W m ao yZ EE o = J wa Xj ;a J Zi< a v0 0 �O = sn � 'L O c� M co r- /1 Q CrCU (n 0 m N LO = O M M 0) C14 N ul r Q 0�0 C LOr M CM V to o Z ca Z E T N c (a a U � Q p JOB NO: 23-06110 SCALE : AS NOTED SHEET NO. 7 I L" 11. 1 Iiij�M Irl, 11RII 0M U 1 -1 :19 :2 �2 C�l I C14 L0 C� LO 4�6 E E 0 9 d: E 0 01 C14 PO LO Lo NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENTINSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, ORCA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS, THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1 524MM) 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 WATERS 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 KGIM) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) 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 CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 61TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91 -05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 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 TOPCHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOPCHORD: 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGELOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOFTRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE): 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE): 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SO. 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 L/480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED, 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3- 2' 1 XF Y4" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7"AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8' MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8"AND 10"AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS): 3 1/2"MIN. THICKNESS W1 MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W1 CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE"S"FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4.1.1. 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'XBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO '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 1557-02EO1 JERMITE 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 provid6d. 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 w-thin V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilutipn. If roi 11 occurs before vapor retarder placement, retreatment is requiry 9. F13C-Ur3ill e V�ibC eioncreteovepo and mortar along the foundation peri meter re exte sy must o soi 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 vertirl chemical barrier must be installed after construction is complete, including andscaping 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 d ent b a licensed pest control company before a certificate of occupancy Wllbe= TKe 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 = 11 DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 513 + 29.7 PSF / -39.7 PSF (END) U.N.0 GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS'SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND ly8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW NAIL DISTANCE FROM EDGE SHALL BE 3/8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. C%j C= C%j C CL C= CL. M C14 LA. th Cj CD CU 0, C W W In CL E de. C-4 S L 2 v L 0 k S S', 0 To the best of the Engineees knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineedng portions of the drawing pages bearing Engineees signature and sea]. 0 W I- `T E 0 Lo 0 C14 C� Cb �00 q 'D t, 0� 00 rd L�L LL LL LU Z -6 ;; a' 'ffi C ,t 9 W 'Fa C-4 0 0 , W 0 0, W (0 CP M Z LL . Cc 0 . U.) z < < N (5 0 0 z 0 U) W El 13 c) ��l V) a x 4--J cn LU 0 V) LU E C) 0 CD c", M --I o z < U_ ce E -0. z �6 0 E z E o 00 0< b < � �z z o C < m 0 C8 w Z z 'z § '. z o 21 z 0 <� U -z W C6 C, �E M o I 0 01" zR us I C:) > L6 0 0) T M co ::3 Cr M U) 3: 4-1 U') ,%-.e r4*_ 0 C11) -0 Ce) C:) .0 CN o LO < 00 04 CV) I- (0 L0 E 0 z cc z E 42) M C E 0 0 �0 "o < (D _j JOB NO: 23-06110 SCALE : AS NOTED SHEET NO. S N C= U I i I co 39 1� t2 7z; C 2 39 E Go CD E 0 Cl- 8 J� 0 THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH 16GAxl-1\2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAxl-1/2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" l'-O" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* "ONLY APPLIES TO LENNAR TPA/JAX** 101-011 TANK -LESS W/H CORNER OF HOME--/7 H C G GARAGE SIDE 0 0 0 'v 51 -011 STUB -OUT FOR 1 1 i -Olt . 9 L , z 1 4-) 9 0 GAS METER 0 -1 0 C14 — — — — — — 19 — — — — — — — — — — — — — — — — — — — — — — — — 0 MEASUREMENTS ARE FROM FINISHED FLOOR 0 ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER 0 ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO CO TY** UN RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS" 2tl X 4" @ 16" O.C. T-Y (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10-41 (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. 19-4- (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6-l" (2) 16d TOENAILS 2" X 6" @ 24- O.C. 81-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 111-011 (2) 16d TOENAILS 2' - X 10" @ 24" O.C. 131 -011 (3) 16d TOENAILS 2" X 12" @ 24" O.C. 151410 (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%olst Backer Block Thickness Filler Block Thickness Series 5000s 1.8/1.7 3/4" or 7/8" wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x + 5/8" or 3/4" wood panel — 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking gap 1111 CEILI:� STD. 900 HOOK F BOND BEAM Lu Cf) STD. 900 CONT. #5 CONT. #5 BAR i HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM Y BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO BEARING COLUMN CONT. BASE PLATE PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small gap 2" min. 2" max. " max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/PIywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 1 Od nails 4" max. 2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 16 6- - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing top flange of joist. WEB STIFFENER - Birdsmouth cuts. N.T.S. DOUBLE JOIST CONNECTION - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pif max along load bearing wall, Load bearing wall must stack "Non -stacking walls 0, over squash=20 blocks and require additional consideration. Check wall or beam below! w local building code for appropriate details in One 10d box areas=20 of high or40 sinker lateral load. nail each side at bearing. Squash block (2A minimum) Bearing wall, Versa -Lam LVL or 0 Glulam Beam Boise Joist Blocking Use 3" (1 Od) nails at 6" o.c. Provide adequate bearing for each lapped joist. Od nails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D 'S NOCKO (see table below) UT EXEMPTS) D (see table below) DO NOT cut, notch or drill flanges 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 13/4" minimum bearing for each. 1-Joist can be offset " Web Stiffener Fastener Schedule Joist Bearing Location Series I Depth End Intermediate BCI 50OCs 9-1/2" 11 -7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d BCI 6000se BCI 6500so 9-1/2" 11 -7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 60so 11 -7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s@ 3--_16d 3-16d 14" 5-16d 5-16d " 16d 6-16d Use 1 Odx3" nails at 6"o.c. for all joist blocking panel "Non -stacking walls require additional consideration. CID Q 1% 1% DO NOT CUT HOLES 6111 611 BE CUT ANYWHERE IN 1 CANTILEVER LARGER THAN IY2" THE WEB. PROVIDE AT A ROUND IN Z& L .6 ." L 76-"r A %" ROUND HOLE MAY LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2' 8 I --Or* I V-11" V-21 V-2"I I -a* T-3'I V7' ll-111"I 2-4' 2-9' 1 3-7 3-7' 1 Any 16"joist 12 11-a' V-11" 1'-2' ll-2" 1'-3- 1--g- 2-4" 2-11" 3-7- 4-2- 4-9- 9-4- S_ (ft PIT ":i6 I-U* T-11" 1'-2' ' -2 -2 " ll-T' 2-6' 3-7 3!-10" 4-9' 6-7' 6-4' 7 20 1-U' V-11" 1'-2 '-27' kil-7"i 7-17' a-U' 4!-U' 4-10" 6-11" 6-11" 7�-111" f9r- 24 TAY' V-1" 1'-7' 1,_ - ll-3TE' 2-9- 3-7" W-9- R-" — — — 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 PSIF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5, THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3 to avoid vertical plumbing 7 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10- 1 Old nails. "-�,Install fight to top flange. Joist hanger Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap — Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. leb� s' ffneras quil /fe red if hanger Web stiffeners are not required when top flange is laterally supported by joist hanger. doesn't meet height requirements nger. / O�6 X Joist D depth I -JOISTS BUCKETS N.T.S. SIMPSON MGT w/ (22) 1 Od NAILS TYP. GIRDER TRUSS r- 2X TOP PLATE 5/8"0 THRU BOLT 2 X B.U.0 SIMPSON MGT W/ (22) 1 Od NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR :_ AND QUANTITY )FFASTENERS TYPICAL SIMPSON META12 META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL M SLEEVE THRU STE SEE PLAN FOR--' FOUNDATION INFO 4* STEM FOUNDATION GRADE REINF. SEE PLAN (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. IMP A MET INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A (WHEN wl (18) 1 Od x 11/2" REQUIRED) NAILS 10A X 1 1 12- UPLIFT= 1015#1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION� 1 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE A 0 SEE FND. PLN 1 SIZE & R PIPE VERTICAL THRU FND. PVC OR SCH40 SLEEVE @ Pip PENETRATION TOP (2) #5's x 4' 0" CENTERED E PLUMBING LIN A 4 L 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 A 4 SEE FND. PLN. SIZE & REINF. LU 'It— C= cc CJ C', CN LL- C3- M C= - -,, 9 � - 12 -CC — CIA C3 -e CL) E V V- �Al IE i T a C) �40 c;� X; LU lu Z S S 0 To the best of the Engineers knowledge, infonnation and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and sea] is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 W '0' E 2 cq co cc C', -, rj (0 0 6 LE — CO I LL _J 0 0 M tL.0 , .0 . 10 CN Is — Tj Lu 0- 4 4i - , -, 7� L u. I oUL 5i - Q z 0 z 0 1 -6;; � 58 0 g 2 � :0, 19 W z:R C� M Lu z M t- o 'ce 2 W co -, r 6 z LL 6 -L0 z 00 a < 0 ds z (D M < i; 1- a C4 M 0 iz +_J C-0 LU 11 0 LU 9 Zn U11 a-, CN U LU 20 14 CD V�l cl� - 29 z < 2 __J U_ cop E .. Z. E ca r6 CL E 20 00 0< z 0 W, �z �1 C*, T:1 0. �2 0 01 Z� z S '0 �z C/> R 0 U z <0 0 Z W 01 --z 0 z -7 > 0 T co 0 (D L_ co (.0 (D Cr (D .2 3� N L0 0 0 r*-.. CY) .0 co CD C14 d LO I— < 00 CV) 0 E E M CD Ce) ce) 0 W z E T_ . i1i to ca C Cc E 0 M < JOB NO: 23-06110 SCALE AS NOTED SHEET NO. SN 1 C v, 0z W M tz i 0z av 0 J 0 io 0 i N 0 O (N c 3 C N N 0 x C CL 0 v 0 au LZ N N L0 S a N N ri LO S x 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR V GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ „ (OR / GYP. TYPE X„ @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) GARAGE W/A HABITABLE ROOM GARAGE EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2x BLOCKING HORIZONTALLY@ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. FOR UNDERLAYMENT " 10'-0" (R302.11 @16 O.C. W/ (2) 16d TOENAILS T & B 1 SHEATHING REQ D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) "' " 11 N 11 5/8 x 10 J BOLT @ 24 O.C. w/ 2"°x3/16" PLATE WASHER (TYP.) 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @GARAGE SIDE IF z INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" PRE ENGINEERED WOOD APPLICABLE. IT r, 3/8 MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) NSULATION PER CHART ON FLOOR PLAN °� �� TRUSS 24 O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" 0/C & � SLAB &BLOCK EDGES, AND @ 12" O.C. @FIELD "SIMILAR AT FOUNDATION ONLY" HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE = SIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 T T 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS TYP. WWF OR FIBERMESH > ELEV. 0'-0" ALT: 1/2"x12" TITEN HD 24" 2x P.T. BOTTOM PLATE ( @ REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER I A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR 2'1 x6W1.4xW1.4 INCLUDE THE WALL 6x6W1.4xW1.4 o ° � SHINGLE ROOF, SHINGLES TO ° . " @24"OC) WWF OR FIBERMESH CH ATTACHMENTS 2" WWF OR FIBERMESH BE IN ACCORDANCE w/ ASTM o p ..II I 4 — I IN-S.. ELEV. -0'-31/2" z 31/2"MIN. 31/2"MIND7158-CLASS G or H, or ASTM D3161-CLASS F, IN I --• L,III—°N ( I 2x4 CONT. 0 A.F.F. p ACCORDANCE w/ TABLE— R905.2.6.1, FLORIDA BUILDING (r — I — — I I =I-I� S N> � ° 11 N ° .: 1 /2 (min.)- 4 °O-- P • C31'12"(min.).-4" � = o ° .: °D m N 1112 1/2 (min.)- 4 (TY7.) VARIES 7TH EDITION (2020)�— i. _ I III �_ (� III II I I GARAGE DEPTH VARIES 31/2"(min.-4"CODE — RESIDENTIAL - INSULATION LE ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING (2) #5 CONT. 4„ 1'-4" 8" () — 411 m�� ILim 2 #5 CONT. "- FRAMING SHEET FOR U.N.O. MIN. U.N.O. I • SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEAR C TYPICAL BEARING WALL a@ STEP CC ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" 23 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE\N`�°�s BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM \12'N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING s� / ABOVE) W/DRYWALL EE STRUCTURAL A NAILED W/ 8d COMMON NAILS @ 4" 0/C SCREWS 7" O.C. SOFFIT SHEET 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M�NN, 5 CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT LOAD BEARING OR 2x STUD INSULATION PER FBC AND ENERGY �0 �N cc`� 2x BLOCKING HORIZONTALLY @ INSULATION PER BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / INTERVALS NOT EXCEEDING CHART ON FLOOR FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY @ APPLICATION NOTE: SEE SECTION C/S3 FOR 10'-0" (R302.11) PLAN #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING INTERVALS VALE 11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL SEE CC/S3 OR N G/S3 FOR ANCHOR "J" LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 MOOK DETAIL SIMPSON SP1 w/ (10) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. BOLT INFO. 5/8'14" "J" BOLTS BOLT 5/8"° x 10" BOLT @ 24" O/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS STD. 90-HOOK (SEE DETAIL) TYPE 'IS" MORTAR (IF NO UP LIFT ON @ 24 O.C. VERT. OR " PLATE WASHER TYPICAL �� 5/8 DIA. EXPANSION BOLT @24 WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR ARCHITECTURAL *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR 3500#, MIN. TENSION 2600#) FINISH w/ (10)10d NAILS = N SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR " MAX FAROM - ^ = 6TE TYP. 2x P.T. PLATE PER MFR INSTRUCTIONS o ENDBOLTS FWWFxR FIBERMESH 1x2 PT WD FURRING @ 24" O.C._/ASSUMED FINISHED #3 OR #4 REINFORCING BAR LU 0 ° . GRADE iv ° ' ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy740kSSiji] a °1/2" GYPSUM WALLBOARD ° FINISH GRADE oo [GRADE 60 MIN. F q U.N.O. (1) #5 VERT. IN FILL MONO OR STEMWALL z �., — ,. 25" MIN. LAP [30" MIN. LAP] g D r T CELLS (SEE FOOTING MONO SHOWN - Lu ' ° FOUNDATION PLAN FOR CLARITY °O 6 MIL VAPOR BARRIER ;. ° ." — R 1 7/8" `o FOR LOCATIONS) _ #5 REINFORCING BAR 1x4 P.T. BASE NAILER 4"x4" INSPECTION 2 • #5 LAP SPLICE (2) #5�CONT. 3 1/4BASEBOARD PORT AT EACH NOTE: FOR BEARING WALL " t � [ COMP. SOIL. COMPACTED TO - ° ( — - 36 MIN. LAP [36" MIN. LAP] " ON 3 CHAIRS 8 " _ 11 " 1-4 8 FILLED CELL TYPICAL W/ UPLIFT ONLY o 95 /o MODIFIED PROCTOR ASTM _ 10" (TYP.) MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER M AT GARAGE CONTRACTOR � D1557) — 4" V-4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR CURB DUE TO SLOPE - #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/6X6 W1.4XW1.4 WWF OR a NOTE:EXTEND - FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL W/ UPLIFT G _FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. I.S3 SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. SLAB INFORMATION. E: `00 r,v = 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIES6 x 6 W1.4 x W1.4 ° 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR — > — _ - z � min. 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS _ BARRIER 4 '�"j'j � �f C '• iN ° = � v GRADE AT 24" O.C. MAX. SEE PLAN FOR . CONNECTION INFO � ° ' � " • COMP. SOIL. ° T = a °o - — — — TOP OF BEAM & LAYOUT DESIGN a - - COMPACTED TO 95% _ ( Tff - KA t t r (1) #5 REBAR w/ OPT. SEE ROOF PLAN c _° a s r a; ; . v : A MODIFIED PROCTOR r I S ENCLOSURE 1, (2) HTS20 FOR STRUCTURAL r _ — - _ ,d. "' � •� ASTM D1557)71 I I BEAM SIZE & ' a 3" MIN. CLR. (2) #5 REBAR CONT. I I- 4" CONNECTION INFO MTH_ ° 1'-4" (1 STORY ON 3" CHAIRS TYP. ) STD. 90 NOOK (SEE MIN. U.N.O. 4" 1'-8" (2 STORY) DETAIL ) 2x4 P.T. 2x4 #2 SYP P.T. FRAMING w/ PLATE MIN O.S.B. SHEATHING SEE A/S3/J/S6 8- TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE TYPICAL L O.S. Z CH ATTACHED PER NAILING FOR REINF. INFO. SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 L ¢ SCHEDULE 1/2 GYP. BD. COLUMN LOCATION Q > SEE TYP. WALLSECTION FOR ADDITIONAL P.T. 2x > w � SEE PLAN FOR STRUCTURAL SLAB INFORMATION. HOLD GYP. BD. w COLUMN SIZE AND BASE 1/2" FROM SLAB o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM 0� '-0�� J CONT. BEAD SEALANT SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND � � ' Q DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND .. •: '.: ' INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND PAVERS / DRIVEWAY EXPANSION JOINT ^ A!. , : -3 1/2" SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" CONCRETE SLAB 14" O.H.D. RECESS 13' O.H.D. RECESS •' GARAGE ATTACHMENTS & 18/D1 O.C. PAD FOOTING PAVERS z _*, .E r CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL -. EXTEND FILL CELLS �,•� EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD • ' • ' . �' STAGGERED, FROM BOTTOM INSULATION PER CHART Z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `�' e. _ �'' �' " - I l ` -r PLATE TO CONCRETE ON FLOOR PLAN to w SIZE VARIES PER PLAN . . " y.:..• _(MIN - I :.: ..:. ` 80 SHEAR 1 # MIN CONT BEAD SEALANT a > / MI VERTICALS w N. (2) #5 ? GRAD _ •, .. j oo TENSION 120#) CONCRETE SLAB,,,,,E _ > FILLED SOLID (SEE PLAN FOR r _ I :. ; '.'• 411= " 6 x 6 W1.4 x W1.4 N W SIZE AND REINFORCEMENT) c7 W • .�:-'.. '- WWF OR FIBERMESH r, LU w o v .•' . i— Ier ° BRICK PAVERS or SLAB PER p o vj • • • • Z . Cl)6 MIL VAPOR - 0'-0" FIN. FLR. COMMUNITY SPECS fn Q I.0 SEE A/S3 OR J/S6 SEE A/S3 OR J/S6 -FOOTING J v FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER — BEYOND 1' " (1 STOR ) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 ST RY) r�- : ti _•r.: • , :.' PAD REINFORCEMENT—/3" MIN. CLEARANCE 1' 8" (2 STOR) 1'-8" (2 ST RY) 1 11 4 4 v••y, • SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH �. CONC. PAD INFO. SEE SCHEDULE GARAGE DOOR SLAB RECESS J,1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SCALE: 3l4•= T-0 SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. IR7 N 10 N c � v r• > W J u a L' o 000 ✓ C LA_ d n N L ydo� Q •" tV Y a y d O ee C > C, CD = 3 m 39 >_ W CD c o O T N fl- c E C o a 0 \` 4�r •, v t jr� U 0, Cx u p0' 10 /i`11811111111W, I"\N,'NI � 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 E w W c 0 d Lo 0) NNO� ik IJy i» N M st J Q fc0 LL LL LL W _j Q. a q o Wr°n�pjO' m W Z'n N Z d J Z N OU * v W DD V M � Z N Z z � Q - N v) z -_ N LU V � � O 1_U 8 N c „U E ~ E U � • c m Q Y W �0 N �M o w M J � Z IL E ¢ wO o0 ZN z0 ° E U w= oa (� R p p <� 00 �V °¢ Z d 5 a p o u Z no a m 0 _� Z m J �8 F°^ m' w T K� no az ow 2� o y= wa W0 ;o M a0 ti v °zl< v 3 c Q 0 Z > o L � N 1.L. O d rn �o c� i� CM co T GD Cr T Co T m LO (� �• rl- 0 � /O Y J T Q M LO T T_ M M LO o ? Z E T cc a U � Q cc JOB NO : 23-06110 SCALE : AS NOTED SHEET NO. S3 (MONO) 'r, - TWWW—i Cn -W _q ck� W C_ :2 �2 L6 C! LO P0 E �2 00 0 E 0 0 LZ r."') 8 LO A 15 -ns =1 9 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x1 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.) FOR CLEAN -OUT '---2x DEAD WOOD @ MID POINT w/ (3) 12d MIN. EXTENSION FROM TONEAILS SPACED DOUBLE 2x TOP EXTERIOR FACE OF BLOCK EVENLY " VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" TO DR IN CL_ 2x BLOCKING @ EACH END W/ 10d @ ERIOR 4" O.C. FROM EACH HEADER FACE EXT TO BLOCKING WALL M EXTE j N FR S 0 LOC LL I F LBK WA W4 ---(2) 2x HEADER WALL CLEAN -OUT ("A PER PLAN SCALE: N.T.S. I I I 2x BOTTOM PLATE W/ (1) 1 Old @ 8" 1STCOURSE 2ND COURSE 3RD COURSE VARIES '0 EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. WALL HEADER DETAIL ow 2 x 6 (MIN.) FRAME TYPICAL SECTION THRU WIND MASONRYLAYOUT LL SCALE: N.T.S. SCALE: N.T.S. �4 S4 S4 12 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD (TYP) SEE ELEV. TRUSSES @ 24" O/C UPLIFT CONNECTOR KNOCK -OUT (SEE SCHEDULE) BLOCK W/ (I NOTCH LINTEL WHERE REQUIRED FOR CON CRETE PLACEMENT DOUBLE 2 4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. T SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ NAILS AT EACH STUD AS REQ'D SIMPSON SP2 W/ (12) 1 Od (3) 1 Od TOENAILS T&B 2x BLOCKING @ MID ++ + STUD W/ (3) 1 Od NA + POINTEVERYOTHER ILS 'r 7 5/8,, 8" 7 5/8" 8" 7 5/8" 8" 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) 1 Old NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/8"EMBEDMENT 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT.. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ 90A STD. HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) \---ROOF TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. DIMENSIONS SEE PLAN FOR FOOTING GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. .00 I H 1 IN IN lil IN Ul IN I NOTES: NOTE: FOR BEAM DEPTH 22", PROVIDE A 4"x 4" INSPECTION PORT (DRILL LINTEL AND ALL CELLS ABOVE LINTEL. @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. (DSEE FLOOR PLAN FOR ADDITIONAL INFORMATION. @ OPENINGS LESS THAN OR EQUAL TO 6'-0' IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 112"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE 0 j 'I— , FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL GARAGE DOOR 8x8x16 C.M.U. GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGEFLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. 4 4 9 POURED CONCRETE BASE FOR 'BOTTOM OF MOUNTING R_ TO BE 2" ABOVE FINISHED BLOCK WALL. RECESSED SPACE GARAGE FLOOR. FOR GARAGE DOOR AND WATER SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 1 96 3/8" SOLID AREAS ARE STEELAND GROUT FULL 8x8x16 BLOCK DOOR OPENING -CL 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. 71" —0 777 2 x 6 P.' 58" J-BOLT TRACK 34" 4111 BRACKET 101, 31/2" 2x CRIPPLES @ --I 16' O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 W/ (6) 1 Od x 11/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 1 Od NAILS@ 8" OIC TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.0 FOP iARAGE 1OOR ---. � I 1 11 W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEET S FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK SCALE: N.T.S. �, �4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1)LSTA30 9'-16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl 0" OR GREATER HEADER (2) 2x HEADER SEE PLAN INTERIO R HEADER: \_(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) 1 Od x 1 1/2" EACH SIDE �10 ��2x STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL SCALE: N.T.S. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C �Z(T:TYP SEE ELEV. UPLIFT CONNECTOR (SEE y P 7.) 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) 1 Od NAILS AT EACH STUD RUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS EBLOCKING W/ 2-16d TOE NAILS @ EACH END REQUIRED COMMON W BOUNDARIES 6" O/C EDGES & 8" BLOCKING Lu O/C FIELD I 2x TOP PLAT E-/ 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 S I M PSON H ETA20 w/ (8) 1 0dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. ROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PL.ATE rp EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE T 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL----- W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 1 Old @ 3" O.C. (14 SPLICE-7 NAILS TOTAL) EA. SIDE OF SPLICE STAGGERED 1 Od @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ Y4816d TOENAILS TO P PLATE NOTE: BOTTOM SPLIC PLATE LENGTHS MUST BE OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. �4 F= 2240 LBS SIMPSON SIMPSON SIMPSON SP2 SIMPSON SP4 SP4 SP2 2X STUDS @ 24" O.C. /8"X10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION /-2X P.T. PLATE SP4 TRANSOM FRAMING SEE SECTION AA/Sl AND BB/S1 FOR ADDITIONAL DETAILS LINTEL SIMPSON SP4 INTO TRANSOM TRANSOM FRAMING FRAMING SEE SECTION J/SS AND KISS FOR ADDITIONAL DETAILS SIMPSON Spi SIMPSON SIMPSC RECESS SP4 SP4 LINTEL SIMPSON SP2 4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL//000—j SCALE: N.T.S. 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) 33 (5645# SPF) 3 (6970# SPF) )S (9335# SPF) IN. 8" PDXIED A.T.R. I & NUT 'OXIEDA.T.R. 1 & NUT OXIED A.T.R. I & NUT SIMPSON SP4 �_2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE 2X8 P.T. BO B 5/8"X10" '7 BOLT @ 24" 0-r-- MAX- C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " ROOFTRUSSABOVE /_ 2X BLOCKING - (2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. -MASONRY WALL 1 Od NAILS @ 4 STAGGERED 1 Old NAILS @ 6" O.C. A S GG RED __AA TRANSOM FRAMING 0 0 N BEYOND. - - - - - - -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES SHEATHING & 8" O/C FIELD .0 1 S4 L a SIMPSON SP4 w/ (6) 1 Od x 112" (USE SP6 FOR 2X6 WALL, USE :—PLYWOOD SP8 FOR 2x8 WALL) SHEATHING SIMPSON SP2 w/ (12) 10d NAILS MASONRY- SIMPSON SP1 w/ (10) 1 Od NAILS WALL BELOW o_:_5/8"X10"J-BOLTS@24"O.C. MAX. (MIN. (2) PER BOTTOM PLATE) U ALTERNATE: 2X8 I,. I. Esu I I OM 5/8" DIA. ATR EPDXIED MIN. 6"INTO BOND BEAM PLATE @ 24" O.C. FRAMING DETAILS ABOVE ENTRY 5/8"x10" "J" BOLTS @ 24" O.C. MAX. REV. 06.24.22 SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) NAILED INTO TRANSOM FRAMING SIMPSON Spi SIMPSON SP4 SIMPSON SP4 C%j = C= ti, cm 00000, Cm :.< Ll- 0- C a C14 I . _v_ Cc 'm !n q. , , Lill . - f-,, r,�� 1, - INN C-4 \0 4K, b FL SS1011 .,\N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E -4 -. 5 C', CC, 0 8 0 ogo 04 CD a0 dcn v 4 MC r� L�: 13 UJ 't I g- R :f- 9 0 m C14 :3 W 0 W co m Lu 00 Cj . z Iz_ IL < N 0 d 0 z rn W 130 0 C, Ln -S C2 +_j LU Q) 0 Ln E 8. I CD U9 '0 cli m CI"3 cl'� z z < 1A_ ce E -0 i� E — * E 0 z .0 z z co C Z z 0� 6 �z < LU .- = 3: 8 "t z to , z 0 U W Cn z r ca <0 f2k to�: .0 C) LO 0 It T m CO 7— < Cr cc U) 4-0 L0 z: Cn C*4 r, 0 L0 00 04 cl) LO E E CY) CV) LO 0 z z r_ E to E 2 'a a. -�-; .0 0 0 0 _j JOB NO 23-06110 SCALE AS NOTED SHEET NO. S4 t2 73 0. I r`3 LO LO CT E 1.2 co CD E 0 ID. 0- 01 -2 r1_1 04 5� as C�4 LO SIMPSON HGAMV W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4 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) 76d NAILS---\ 2x4 #2 SYP BLK'G @ 16" O.C. wl (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, BACKNAIL w/ (2) 16d N) IF >9" SEE 1 O/S5 kILS 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 BACKNAIL w/ (2) 16d NAILS MAX. 9" BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 1 O/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL 11 F 45'± 41'± z 45* SEE STRUCTURAL NOTES AND NAILING 2x4 CROI BRACE SCHEDULEFOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER KI 2x8 SYP#2 1" BRACE TO RIDGE FASTENED AT SKER @4 @ 8 -0 O/C. &_O�O/C EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 1 Od 1" BRACE TO EXTEND 2x4CROSSBRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GAB E TRUSS EACH JOINT w/ (3) 1 Od & LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. "---FROM BLOCKING 7116" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 10d GABLETRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS W/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"X4" LEDGER (MATCH BOTTOM CHORD —7 EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) DETAIL � 2"X4" CROSS BRACE-\ APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3) 1 Od 2x4 CROSS BRACE APPROX. 8" & (2) 1 Od TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3) 10d & (2) 10d (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-1 " OR 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 1--l-1/2" OSI3 SHEATHING ATTACHED FIRST (4) ROWS OF N A I L S - NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED (2) 16d NAILS W/ (2) 16d TOENAILS x . . 2X4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2X4 "T" ON TOP OF PANEL BLOCKING�' 2"X6" P.T. SILL NOTCH"L" BRACE HERE liff: WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTENWITH 10dx3" @4" O/C SPACED 1/2" 8" "J" BOLT @ 48" O C [\� 2x4 "T" ON TOP OF PANEL � . . INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA1 OKT W/ (4) 1/4"X1 1/2" SDS SCREWS TO ' @ 48" O.C. BLOCKING, FASTEN WITH MOISTURE BARRIER SIMPSON META1 2 w/ (7) 1 0dx1 1/2" NAILS AT V-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. " " 1 Odx3" @ 4" O/C 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX W/ MIN. 4" EMBEDMENT IN KO BLOCK - 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 1 Odxl 1/2" NAILS AT EA. & (4) 1/4 "X2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24,, GABLE WEB SECTION- r2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1 Od NAILS & (4) 1/4"X2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK SCALE: N.T.S. L TITEN ON OUTSIDE 2x4 #2 SYP BLWG @ 16" O.C. W/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N & AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR Ti X-BRACING, AND TOP SEE STRUCTURAL— CHORD BLOCKING ;0 ;0 NOTES AND NAILING INFORMATION SCHEDULEFOR —ill SHEATHING DETAIL BACKNAIL w/ 2 (2) 16d NAILS WOOD TRUSSES 00 co 2"x4" CROSS BRACE -- APPROX. 8" FROM 2X4 RAT RUN BRACING RIDGE FASTENED AT "N AT 24" O.C. ON TOP OF J/ EACH JOINT W/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS 4a 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 K OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2) 16d NAILS . (2) 16d NAILS 2X4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0,207", L 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF O/C W/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) W/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. (@ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARIffG LOCATION �D SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0" TYPICAL NAILING SCHEDULES FOR BUILT B.U.C., SAME NUMBER OF ROWS, SAME SPACING) -UP COLUMNS ADDITIONAL INFORMATION. �5 SCALE: N.T.S. S5 1INIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL i (2) 16d NA (2) 16d PER JOINT i wwww ww wiv, 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL i SCALE: N.T.S. S5 GABLE END BRACING DETAIL 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2X4 #2 SYP W/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 0� SCALE: N.T.S. '\ �5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLETRUSS -1/2"CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. E E AND 1 O.C. FIELD X��"JACK TRUSS SEE PLAN FOR ICONNECTION 2X4'T'ON TOP OF PANEL--/ L 2X4 BLOCKING W/ BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C (2) 12d TOENAILS SECTION r9 SCALE: N.T.S. � �5 \-MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 1- BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) MAX. 9" UNSUPPORTED, IF >9" SEE 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/ 1 Old NAILS @ 6" O.C. EDGES AND 12- O.C. FIELD -2x4'T'ON TOP OF PANEL BLOCKING, FASTEN WITH 1 0dx3- @ 4" O/C 2x4 BLOCKING--,,,,,,, —2x4'T' BLOCKING @ 48" O.C. -1 6d NAIL 1" BRACE ATTACHED 10d NAILS 4' O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAI SCALE: N.T.S. �4j 2x4'7BLOCKING 2X4 BLOCKING @ 48" O.C. 1" BRACE ATTACHED W/ 1 Od NAILS @ 41' 0. TYPICAL 16d NAIL GABLE TRUSS WEB SINGLE 1" BRACING DETAILK 6 SCALE: N.T.S. S5 DIAPHRAGM CKING @ BLO 48" O/C I I; GABLE TRUSS -4- ETni--TRUSS VERTICAL L2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 W/ (12) 10d (2) 2"x8" 1" BRACE NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION SCISSOR GABLE "T" BRACE SCALE: N.T.S. SCALE: N.T.S. �5 AS PER HIB 91 SCALE: N.T.S. REV. 06.08.22 20'-0" MAX 20'-0" MAX 77 BRACE SEE DET. J/S5 CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. 8d @ 6"O/C TRUSSES SIMPSON HGAM1 OKTA W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4' TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Old TOE NAILS AT EACH END @ 24" O/C (TYP) &I F P W W L W/ dx W / d x -E E 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. 1" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"X4" (U.N.O.) 1" BRACE 2"4" (U.N.O.) 1" BRACE 24" 0-0- - T-O" T-011- 6-0" 6'-0" & GREATER SCISSOR GABLE (1) 2"W' #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) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT W/ (4) 1/4"xl 1/2"SDS SCREWS TO TRUSS & (4) 1/4'x3' SDS SCREWS TO PLATES (TYP.) STUDS @ 16- O.C. GABLE END BRACING DETAIL SCALE: 3/4"=V-0" MEAN WALL HEIGHT UP TO 30'-0"- SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 W/ (12) 1 Od NAILS AT EACH STUD ENDJACK 1 V-0" MAX. LU CORNERJACK < cr_ LU z cr o 0 HIP FRAMING REFERENCE PLAN p.m M M M 1111,11AI,", 111111 M M p11A111111 oll 1111111 FlAirl 11111111 1111111 cc M a: NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED B0170M CHORD GABLE END BRACING 2)'T' BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1 Old AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION =31 116 = LA.- In C= cc C3. _= = W = C) Z -cc Ca. r- rz .5 C2, tj ca_ - 13- k �, ---. - I' PLO" o?o I'ESSIO�l To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a W E a C11 SO 0 -1-0- % v - u, LL u_ I . DL , OF - CL se z 7-6 "M .12 =1 9 0 W 0 2 on of W co . M z - 0 -�e LO Z IL N < S (50 z co W C1 0 0 V) - C1 0 Q) .2 u_ +.j Lu M 0 LU V) cn-- un AT X E M 8 U 55 0�� rn 0 '0 0 0M Cq r C=� - C`� CID .0 65. z _.j U_ (6 E ca- 0 E I'M 0 -11 Z IR < �0 0� 1w. < - M 0 . W 00 '0 E H -'o , af 1< ZZ z C < 9' '0 10 Z' z 15 0 z 8 15 1z 0z W M �� j Wz <, cl� 11 J.W� z 0§1 U M co < Cr co co LO +_# 0 r__ CO CV) CD C-4 0 L0 T_ 00 N < ce) LO E to CO r_ M �i U') 0 M z :3 U) E T_ 12v E '0 § M C . . '6 -0 M _j < 0 r_ JOB NO: 23-06110 SCALE AS NOTED SHEET NO. S5 Or- U I J C0 Or Lo I :2 t2 CD LO 5�_ _5! 2 0- C/) :E �21 C, E E 0 0- q, _C14 C11 LO ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8"OR 1/2"HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8"DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8"O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE W/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED W/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2X BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING $HALL DIVIDE THE CONCEALE SPACE INTO APPROX. EQUAL AREAS. )/C )00 W/ FLOOR SYS7TEM ER_PLAN 0 1/2" HIGH STRENGTH OR 5/8' GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7"OIC CEILING & 8'0/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN 0170M OF NOTE: LAP SHEATHING TO B BAND JOIST TYPICAL FOR UNDERLAYMENT REQUIREMENTS SEE PRE ENGINEERED WOO HURRICANE ANCHOR @ SHINGLE ROOF, SHIN ACCORDANCE w/ AST H, or ASTM D3161 -CLA ACCORDANCE w/ TAB FLORIDA BUILDING C (2020) RESIDENTIAL ROOF SHEATHING - SEE FRAMING SHEET FOR SCHEDULE - [RSH1 - ON SHEATHING AND FASTE ALUMINUM DRIP E ALUMINUM FASCIA 2X SUB FASCIA SEE STRUCTURAL SOFFIT S ATTACHED WALL SHEATHIN I (2) TOP PLATE W/ 8d @ 4' O.C., 2 ROWS 1X2 NAILER PLYWOOD SHEATHING NAILED PER NAILING SCHE FOR MORE INFO U.1 7/8" CEMENTITIOUS FINISH APPLY 3 LAYERS W/ TOTAL METAL LATH. FIRST 2 LAYE LAYER 1/8" THICK. _j =) LL U" U_ , Ivj INSULATION PER CHART ON FLOOR PLAN rB � �R 7�LTAE L SEAT or OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) R905.1.1 D TRUSS @ 24" O.C. MAX. EACH TRUSS GLES TO BE IN M D7158-CLASS G or SS F, IN LE R905.2.6. 1, ODE 7TH EDITION NERS DGE HEET SS G TO DULE SEE DETAIL C/S6 PER ASTIM C. 926 THICKNESS 7/8" OVER RS 3/8" THICK EACH. 3RD 8"x8"X16" CONIC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH SIMPSON LSTA24 STRAP W/ (8) 1 Gd x 1 1/2" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP wl (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL-----, e / *SIMPSON LTP4 W/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL' SIMPSON LSTA24 STRAP W/ (8) 10d x 11/2" NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION SCALE: N.T.S. @ WOOD 1 ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS rEND SHEATHING TO )F BEAM OR GIRDER �TE W1 O.C. )OR TRUSSMOIST 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. � �6 (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl> UJ U) 4"X4" INSPECTION PORT AT m a. EACH FILL CELL TYPICAL UJ U) Ix WD FURRING @ 24' O.0 Q_ - 2ND FLOOR FRAMING - SEE ED AT GARAGE CONTRACTOR BASEBOARD TO CUT BLOCK OR POUR SECTION J/S6 C14 MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE DECKING ATTACHED WALL SHEATHING MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 410 6" BELOW GRADE TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED A /FINISH GRADE :0, C14 00 I- Ell FLOOR TRUSS I r-,*n 1 f. WEEP SCREED . 4 - - - - - - - - - If < FLOOR TRUSS SEE FRAMING PLAN o? SEE FRAMING A 6x6 W1.4xW1.4 ;2� PLAN INSTALLED PER MANUF. WWF OR FIBERMESH 4' SIMPSON HETA20 W/ (8) 1 0dx1 1/2" 2"x4" CROSS BRACE @ 48" J I NAILS @ 24" O.C. INTO TRUSS O/C FORTH E 1 ST 2'-0" OF S 1 -11 TID. 90 *HOOK @ EA. BLOCKING & MIN. 4" EMBEDMENT END WALL W/ (2)10dx3' (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4", 1-81, END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR TYP 2-STORY WALL SECTION MORE INFORMATION REV. 03.16.21 SCALE: 3/4"=l'-O" �6 2ND FLOOR FRAME CONNECTION � �R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" � �6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1- - - 2"x BOT. PLATE (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSIc FLOOR CONNECTION @ MASONRY 1ST FLR. SEE JIS6 FOR ADDITIONAL INFORMATION. ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED Lu = INSTALLED PER. MANUF. U) 0 SIMPSON HETA20 w/ (8) 1 Odxl 1/2" 0 co NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK f SCALE: 3/4"=1'-0" S6 RIBBONS DETAIL (FLOOR TRUSS) SCALE: 1 1/2"=l'-O" "6,) NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR ADDITIONAL INFORMATION SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ 2x BLOCKING HORIZONTALLY— GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.1 1) [—EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 W/ (10) 1 2"DIA.X 3/16" PLATE WASHER Od NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH I I ' 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 4" - - - - - - - cc . . . . . .. - A' 77" Ir (3) #5 CONT. ON 3" CHAIRW/3"MIN. 1'-8" 8" 8" CLEARANCE INTERIOR 2-STORY FRAME SECTION II('S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" ADDITIONAL SLAB INFORMATION. S6 15132"OSB EXPOSURE1 SHEATHING PROVIDE BLOCKING AS REQUIRED PER -X IF SECTION X i NOT FULL HEIGHT SHEET- "c- FLOOR SYST M (2)- 2x TOP PLATE ./- BEYOND I — — TF T -7 -11 1 15/32"OSB —EXPOSURE1 ru SHEATHING LU 1 11 m SOLID 2x (n BLOCKING Op ALL C SHEATHING 0 OPENING 11L -1 SECTION X-X) W !i: 0 0:!y IIF qFx W 2xSTUDS Lu -BEYOND. m SEE PLAN o -Jill I L11111 _L _a —11--, W \-2;4 P.T. BASE 4 --(D.JHORIZONTAL PLATE BEYOND 2x RIBBON OR VERTICAL SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM "S"= NAIL SPACING SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL wl 7/16" FLITCH PLATE TO wl (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS -(2) 8d NAILS @ 3' O.C. STAGGERED FOR SHEATHING SECTION X-X 2x CRIPPLES @ - 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 81, 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 SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END a LU JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT _j _j PENETRATE SURFAC E MORE THAN z NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL NAIL AT TOP PLATE TWO ROWS @,V' O.C. w/ 8d COMMON NAIL U. 2: @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. wl 8d COMMON NAIL. I-_ 0 � @ NAIL INTERIOR AT 6- O.C. wl 8d COMMON NAIL. STAGGERALLVERTICAL JOINTS & NAIL @ 4" O.C. w/ 8d COMMON NAIL a W Lu LL 0 W PLYWOOD SPILICES @ HEADER - NAIL SHEATHING TO HEADER CF r o 6� wl 8d COMMON NAILS @ 4- O.C. (2) ROWS @ TOP & BOTT. P o 0 co to; '0 m" U' m' @ (2) 8d NAILS @ 3' O.C. TO EACH TRUSS END OR @ VERTICAL t� uj 0 LL I.- 0 MEMBER IF GABLE END of LL NOTE: WALL SHEATHING INSTALL. rc & NAILING SCHED. REVISION 12-7-2020 �0, VPIC 0 8d NAILS FOR WALL SHEATHING MUST BE MIN.131 X2 1/2 . DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8'. 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED@ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN 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 11/2" EACH SIDE SEE PLAN FOR REQUIRED --- CONNECTIONS LOAD BEAR I NG/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS 2x BLOCKING HORIZON @ INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" D.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6X6 W WWF OR FIBERMESH . . . 1AxW1.4 A .'4,'A A. 4' A -A A m 'a. -7:: A. A A A M I III 1 5- A A (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/3" MIN. CLEARANCE — ALTERNATE FOOTING im HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2"x 4"WALL 2"x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EAEND EAEND EAEND EAEND 1-4 (1) (2) (1) (2) (1) LSTA30 2) (3) (2) (2) (1) LSTA30 9'- 16' 1 (3) (3) (2) (3) I (2)LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO O/C 2X STUDS@ 16' 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. 3RID LAYER 1/8" THICK. SIMPSON SP1 W/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. 00 FINISH GRADE 9 v S6 C" C*-i P. LJJ mr- . = g C= tj Cl. C_' C"i = to C14 CO '.4 m C= C-4 -0 (= 2 - co C, -Cc cc CD cc = = U) = Cc CP 0 .. ........ I \AO o� L 0 S S I o To the best of the Engineers knowledge, information and belief, the stnuctural 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 11- ot 8 E 0 m 8 0 04 C6 C14 6 co C'0' 0 A 'v .9 .4 C" - U. or -, 7 U Z 10 0 ca _j u- Lu -'00) 0. 'a r- - _ m a E 0C :S C�G 0 :3 cc 0 0 - ;; , W z L I N6 CO2- . . - 0 - - 45 z < - a N < do LO) z W 0 Lo 00 0 (n CD C1 Q) 4--J (a c/3 LU C:1 00 U — m 0 U-i Ln V) E 8 C'1 Im to C�> cl.� LL_ ce E C. 0 cm_ 0 E E 'I .0 r, . 0. ' UO " 0 z 9� � z " 0 m � � z WW (0 C 0< 0 8ff .1 8 z 1 , z 8 .0 zw 5' z 3: m Z3 z WO cl� 0� ZR 0 .1 C) > L6 T L_ Co (0 :3 >% co _k L0 0 CO .0 7T) 3: C" C) (0 N rl- 0 U') < 00 04 LID 1— E 41 4i LO 0 z z E C E _j JOB NO 23-06110 SCALE AS NOTED SHEET NO. S6 (MONO) 3 v w r7 co r` te 0 J 0 0 I N PO N LO 0 L0 0 E a Cf 0 c -2� 3 M O a a E 0 0 c J i c 0 J v tZ 0 u7 LO 0 0 a N N t2 c 0 w a� SCALE: " = V-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 / V VMLL 'FA ALIGN THIS STUD WITH FACE OF 2ND RISER 3YP CUT TO FIT 1 I \RS IN WALL I --2x12 SYP BEARS IN WALL) B 2x6 SYP I 1 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP / AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / / AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" / \ NAILS) fI EW "A" SECTION VIEW "Bill - SCALE: 1" = V-0" SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 2x12aR SYP SCAB 2x4 GLUED AND NAILED (EACH STRSIDE) TO BOTTOM EDGE OF 2x12 -3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN" AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER 70 BLOCKING FOR -1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO -2x4 DRAFT RISER AND TREAD STOP -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS i I �I /7/1 ---2x4 BLOCKING FOR 2x12 7-2x4 PT UNDER 2x12 77 j 1 ROVIDE MOISTURE \ PROTECTION L?ATTACH ALL COMPONENTS / TAIR TO CONC. W/J" X TAPCONS @ MAX. 32" O.C. -ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ J" X \ NAILED TO STRINGER / 2 4" TAPCONS @ MAX. 32" O.C. \ / TOP OF \ STRINGER 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT / STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH ' 1 STRINGERS _ I E \ I 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH \ 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ PT NOTCHED INTO STRINGER (14) 10d x 1 1/2" D NAILED TO FLOOR WITH GLU NAILS) STRINGER CONTACT POINTS \ 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 SCALE. 1 = 1'-0'; 3/4 PLYWOOD 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING f ON DECK MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER \ / FRAMING 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD , GLUED GLUED AND AND NAILED ---\ i NAILEE I 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLU AT STRINGER CONTACT \ POINTS E �i L?x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: 4" = 1'-0" I 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS J `--2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS x4/GLUED AND NAILED TO STRINGER i \ KOR DRYWALL SPACING w• SECTION VIEW "E" E SECTION VIEW SCALE: 4" = 1'-0" SCALE: 1" = 1'-0" 3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI NOTE: 2x8 l \ DRYWALL STOP NOT SHOWN SECTION VIEW "C" SCALE: 1" = 1'-0" \ FLOOR TRUSS OR CONN. TO BOTTOM GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACTOR STRINGER. VI/ \ OPTION: 2X4 CUT ON (2) LAYER J" EDGE GOLD BEVEL GLUED AND OSB OR PLYWOOD NAILED TO SUPPORT T 1TACHED CHED16" LVL AT W/ SIMPSON H3 AW/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: ? = V-0" PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 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, JD NAILED TO WALL BELOW JOINT -TO )ISTS) H / 2X 2X BLOCKING STRINAR PSON MTS12 w/ ' 10d x 1 1/2"NAILS 2D OR 3 D 2X BLOCKING RISK VARI E ECTI ON VIEW "H" SCALE: 1" = 1'-0" e� c N o N 9 W -�. . ro 9 o J C..) N m >4 N t0 O y N C l0 3 � d •d o � Q Cr- 3 co co y u �•� co d � T oC a o. c � R o a � 0 It `�30� i�GR"dllbuo li': 1 CV FLO S S 10��`��.� . ��IJtf!! 1t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q �E o r�i 8 C N �' rT u4i .�-� 12 N 0 v) a ik LL aj cM v , V J LL LL d Z 0 �_rn o L �i O ;5 tO 0 W z LLm w � MZQ� ZN OU g Z N z zoo - N t7 � � o +-+ M � V O,, (n o � Q � v) — O minU L I z = UAL A¢M o < w to Z SS Z Q �o » aoQR E U wLLz® o E 0 a s � 10 Uo oz Z m @ az O XZ wz rW r� cro � ¢a �a UZ w0 m o0 z CL] J y0 a� YZ gZ $ �w ZOZ W T o� o9 aZ -w _L �O (�0 IIIIIIIIIII� cl�JZ w AIM a 03 N O > Ln LL CA S M (7 N M Co r CN LO M CD N LO r Q 0r0 r U') ui M 41 M M ` L o Z Z E r c m a U JOB NO: 23-06110 SCALE : AS NOTED SHEET NO. ST �11 �j 11,UIL. L -1-1 A A& t C71 2 0 0. �2 !2 0 :9 L0 r4') L0 _�i 0 in Lj LU 1x4 1/2" DRYWALL IX4 DOOR JAMB (REFER DOOR JAMB (REFER F-1x4 F1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1X4 F 1/2" DRYWALL TO PRODUCT P.T. P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 414"' 4 tN. APPROVAL FOR C NN. '01 r_>�`Ix4 P.T. x4 E X 4 E FURRING 02X8 i..0 3-14' LONG X 3/1 3 E FURRING 3/16"0 X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING 1" DETAIL 1x8 O.C. 2-ROWS INTO P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PERMANUFACTURE MASONRYTHROUGH 1-1/211 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. N. 1/2" DRYWALL 1x4 1/7 DF 1x4 DOOR JAMB (REFER EACH END W/ MIN, TO PRODUCT F TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. �j6" 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" 11 x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & L END w/ MIN. 2" EDGE DIST). I T S FURRIN( 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 nv, n E:-r A I 1 1) 1 1All nC:TAII STAGGERED @ 12" O.C. -1- 1 /all nr:TA11 BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS[ cc SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 5A 2 x 8 4 DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB CUT HOLE IN O.S.B. FOR BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA SCRIBE (NOTCH) X8 BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACEIBLKG. \_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL ri SCALE: N.T.S. �, �S INSTALL WDW. SCREW ANCHOR —I INTO ARCH BLKG. PER INSTALLATION DETAILS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE B1 VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW---' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 114"MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 21-0" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 3 1/4" TAPCON (11/4" MIN. EMBEDMENT INTO /4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2) 1 Od NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T ------------ INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL "*'-2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 ARCH DETAIL K 13-13 SCALE: N.T.S. K � �S 2'-0" SECTION A -A 1/4" x 3 1/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DrAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 1 Od NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4'MAX. RAD. SECTION B-B 81' PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4- MIN. OF START OF ARCH START OF ARC EQUAL 4- MAX. RAD. MAX. 8" PROPER INSTALLATION FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. go, HOOK C . I M2 ±5A L \—NOTCH WEB AT FIRST 2 COURSI -1APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS SCREWS & (5) 1/4" x 2 1/4"TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY 7WALL W/ 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 (5) 12d NAILSO SIMPSON H2.5A W/ (10) 2X6 TO 2X4 8d NAILS JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2X4 #2 SYP @ 24- O.C. 001, 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 . IF TRUSSES USED) W/ (2) #6 X 4W WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY rL"� kLE: 3/4" V-0" 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. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL 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 W i W M AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION I E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS #5 CONT. TOP & MID IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER—� SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER V-0" D_ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP Sk ::�j //I-F. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE _ '41-7 THANONELENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL 46 P, P. REINFORCING AS FOLLOWS: 1 1 116 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. is F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT G DE FURROW, MAINTAIN UNIFORM JOINT WIDTH. MIN. 6 LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE C14 V 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 (2) #5 REBAR. (1-STORY) 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 16� MIN. (I -STORY) (3) #5 REBAR. (2-STORY) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STO!r� WITH MIN. 3" COVER EA. WAY 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 SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. '�-�FILLED CELL PER FOUNDATION PLAN A YP.) THE S UNACCEPTABLE INSTALLTION DO NOT DO THIS #5 REBAR (TYP,) 0 1ftTD. 90- HOOK (TYP.) 10 FILLED CELL INSTALLATION SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW I BRG WALL TYPE PER PLAN I 2x2 #2 P.T. MIN, _T FASTENED PER NOTE I 2 BELOW__L__�� CONT 2X4 NAILED TO BLOCKING W/ 2-12d NAILS ALUM DRIP EDGE 2x SUB FASCIA ' CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. 1 . G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. 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" 0. C. 3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE STRUCTURAL SOFFIT SF01 % S F aOl CALE: 3/4" = 1'-0" FOR ALUMINUM SOFFITS 71-4- S 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.* TRUSS ....... ....... 7 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL---/ SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-16" DOUBLE 2X4 SCAB FOR Z-16" TO 4'-O"O.H. 4 (2) 10d NAILS @ 8" O.C. /Y TO TRUSS TOP CHORD + PLYWOOD SHEATHING + + + BLOCKING AS + REQUIRED TO + + ............. SUPPORT SOFFIT �RU DO /Y S' AS UBLE S SHOWN FOR O'� 2X4 SCAB FOR 2 -1 (2) Jd NAILS ( To TRUSS Tol PLYW( + + 0 OFFIT N ERS PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTE NSION rM SCALE: 3/4" V-0" � qFF qHPFT n9 ANT) 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 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3, - -v cc z >_ 0 M U_ 0 LU 0 3: < Cl) 5 @ FIRST COURSE H SS 2N BOT. PLATE W/ (2) 1 Od @ 6" O.C.. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) 1, FACE NAILS 10d @ TRUSS VERT. WEB E METAL SEAT PLATE NOTE: C LA LAP SHEATHING TO I[N BC BOTTOM OF BAND JOIST TYPICAL JO SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4xl 1/2" SDS SCREWS INTO BAND JOIST & (4) 1AN2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1 St 4 CO URSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2' CONTACT ENGINEER OF RECORD FOR I I I i.� �` *_ FURTHER INSTRUCTIONS.�' OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4"TO 11/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1141 51-011 IN ISH FLOQ R 1 - I . -4- #5 BAR L L A CENTERED W/ 9(r K�.- IN TOP 9 - -------- KNOCKOUT/ ZN CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN L AND SECTION DETAILS CLEAN FILL DIRT . 'A STANDARD CD &.*. I i 90* HOOK #5 BAR IN FILLED CEL I V Vk v L 't h, '10 , L, L STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" V-0" DTE: 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 DRILL 3/4"4" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL In% UC-11 ILI ^^Li^ SAW CUT SECTION (--A SCALE: N.T.S. SCALE: N.T.S. C*4 -41 9— C= W r— C= _j 'In CC C= -cc C�4 r. 12 > E — > -Cc E = C, s \SE LD W flA FL .... ... 4�11' .� - 0- To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodda BuRding Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a W E C1, 1� Cb 4) 80 c, 0 :e--o M 1,0 0 0) 04 0 4 9 "! 1 .5 LL LL. 0. (2 - -d- Tu Z 'M q 11 0 .5.r i 4g ' �; 5 04 a r_ W 02 Z; ox W W I M 00 0 . Z "', Z < L a 04 < z W C30 C4 < 77 U, C1 0M 4-1 0 LU Ul cw U') ra E > 10 0 <C 0 C', co vl�- C`� ce E -.9 0 z �Q E 'z 0 L Co CL E - 20 W M 00 01 I w z < 0 �z w i . 0 10 z 'Ev 0, 2'. ;5 z z n 0 0 z 10 W 0 C"> W 0� 0 0§ 0 C) Lo 0 0) M co (0 < Cr ca U) L0 M: CY) (0 CO C14 r- CID LO 00 CV) LO E 72:1 CY) LO z E T_ E 0 0 'a M JOB NO 23-06110 SCALE AS NOTED SHEET NO. SS __j i r r I CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE MAY BE NAILED BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST IT LANDS NEXT TO COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES PRE-ENG. TRUSS 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. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS I DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) S I M PSON HTS20 W/ (24) 1 Od x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. -----/—WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE FOUNDATION PLAN 4; EXTEND SLAB 1 1/2" —(2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE :2� C14 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'-O"O.C. MAX. W/ (3) 1 Od COMMON TOENAILS TO BEAM 2X4 CONT. AT—/ CONC.MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN FOR BRG. OR NON-BRG. WALL SEE PLAN FOR REQ'D STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP LU 4" Z PORCH SLAB SEE :5 C14 a. FOUNDATION PLAN W LIJ U) -Z LU Rr (2) #5's CONT. T&B W 1-1 F11W/ #3 STIRRUPS AT Z 2 4'-0" WHEN DEPTH EXCEEDS 30" —LOWER OR K_ GARAGE SLAB V-411 SEE PLAN K'1 �7 LARGE STEP DOWN SCALE: N.T.S. SCALE: N.T.S. 2X4 STUDS W/ SIMPSON SP1 W/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. ROOF SEE SHEATHING PLAN 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A 'E — '-'u ANI SHI PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. TRUSS �'A G.T. -f ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER �RUSSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. z 0 W W W LU WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION 1 4H PORCH SLAB SEE FOUNDATION PLAN 1'4" SEE PLAN EXTEND ilv SLAB 1 1/2" T(2) #5's CONT. T&B w/ #3 STI R R U PS AT 4'-0" WHEN DEPTH EXCEEDS 30" RADE = 2� 04 �2 ENTRY PORCH SILL SCALE: N.T.S. n WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY INTEGRATE MASONRY ABOVE MASONRY KNEEWALL INTO CMU BASE OR PIER SEE FLOOR k A MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN REQUIRED INFO MASONRY KNEE WALL MAX 3 COURSES W/ TOP K.O. COURSE CMU BASE W/ (1) #5 W/ (1) #5 CONT. FILLED CELL VERTICAL EACH REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED Ak MAX 3 SOLID. SEE ELEV. "]FCOURSE FOR BASE SIZE (3) #5's EA. WAY Iq �v - - — - — - - % 1 PORCH SLAB SEE Ak SLAB FOUNDATION PLAN 8 LEVEL 2 #5' CONT T&B / ( ) s . w \—SEE CUT C14 CONTRACTOR TO INSTALL #3 STIRRUPS AT 4'-0 SECTION FOR MIN 3" x 3" WEEP HOLE WHEN DEPTH MORE INFO ALONG W/ PITCHING SLAB EXCEEDS 30" 1'4" TO DRAIN WATER L I KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILLrj6 SCALE: N.T.S. SIMPSON LSTA18 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" W/ (12) 1 Od NAILS — — — — — — — — — — -- r ----------- 7 kbtlt HLAN CENTERED AT I I SIMPSON HUC41 0 w/ (14) I I FOR CANT f SPLITTOTIE 16d INTO HEADER & (6) BEAMS TOGETHER 1 Od INTO BEAM - SEE 1 I ROOF PLAN FOR MORE I INFO 1 SEE FLOOR PLAN FOR T COLUMN SIZE& BASE L-7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE L___ — — — _j L INDICATED ON BM. & ADDITIONAL INFO. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE R SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE& BASE INDICATED ON BM. OPTION A CONNECTION INFO OPTION B OPTION C SCHEDULE/PLAN COMMON BM TO POST ATTACHMENT EXTERIOR SHEATHINGI . ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 W/ (22) 10d NAILS OR SIMPSON MTS12 W/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. >< 16" FLOOR SYSTEM SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION FLOOR CONNECTION r2 2"*� SCALE: N.T.S. SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON (2) HTS20 W/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR MIME, w9k, SEE PLAN FOR CANT. IF INDICATED 0. 0 CORNER SEE FOUNDATION PLAN FOR MORE INFO 511 COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. SIMPSON (2) HTS20 W/ (14) 10d NAILS TYP. U.N.O. MIDDLE BM. SPLICE OVER CENTER OF POST WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE gL VARIES W/ XEEf�l '�w ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS W/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAI LE R w/ (3) 1 Od IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 W/ (8) 1 Od NAILS OR IF2 PLYTRUSS SIMPSON LUS26-2 W/ (8) 16d SEE FLOOR FRAMING PLAN AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL SECTION AT LOW ROOF �q SCALE: 1/2" 1'-0" Y2" CDX PLYWOOD OR Y16" O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES SEE PLAN MAX. 24" STEPS SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP R 0 GARAGE LOWER SLAB SEE PLAN SECTION SCALE: N.T.S. COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. \-FBEE PLAN MIN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ F77 TOP 2x4 #2 SYP P.T. PLATE W/ V EPDXY ANCHOR OR J-BOLT OR Y2" TITEN HD ANCHOR @ 24" O.C. W/ M IN. 6" EMBEDMENT _A' A 4 MAIN HOUSE A A: SLAB A4 4. -4 (2) #5's CONT. T&B W/ #3 STIRRUPS AT 4 .0 4 4'-0" WHEN DEPTH EXCEEDS 30" A 4 04 A = z V-4" r% GARAGE MONO/" 21 Z.- Uj C' C= Ca. C"i CC C..) 04 C C= CC 6, E 0 till; - Uililj�'. ":r 0 : . C� \40. F L 0 4Q.1 SSIO To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a W 4 CN 5 Ism 0 co P rn'- r�� -_ 4 r_ _j W 3 U. o- 3 W z 9 ;_ 9 i Co 0 02(' W U) M W 3 co 0 LO z us 1i C14 d z W 00 0 CI- U111 2� Q) CD — U_ 4_� cf� '0_ (13 LU 0 V) Ln CO C) d 0 W < 8 CN M CC) C., C1> 2 09 z< z U_ 2 -C � g- 0 E u z 0 E 20 3, 0 0 �11 U 0 0� t 10 t < �z t' C" 00 '0 z .0 z 8 0' M 2 ZZ 0 z �0 0 a� �' i0 V3 �r 10 0§1 lz 0 :? Lo tM 2 0 Co (0 Cr ;.� M T_ W 0 3: .2 +-j 0 .0 C:) 04 .0 r- a L0 00 04 < CD LO E -4� CY) T co LO M z E T_ E Jj 0 0 0 _j JOB NO: 23-06110 SCALE AS NOTED SHEET NO. D1 SEE FOR 2 BLOCKING DETAILS EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE 2x STUDS, FLOOR SYSTEM I SEE PLAN -------------------------------------------- :. G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") ON FLOOR SYSTEM TO MASONRY WALL VERIFY W/ PLAN BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT 1 N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR O SIMPSON SP2 w/ (12) 10d NAILS JAMB STUD 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP O SIMPSON LSTA24 w/(18) 10d NAILS TY P. 2- 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END q TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS Co AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS (2) 2x HEADER G SEE PLAN E 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF .I 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 B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 Ll EWALL OR BEAM WALL) AT EACH STUD AT HEADER / 7To(2)1 JAMB CONDITION OR IF BUILT-UP - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO PLATES BE SPACED W/IN 6" FROM OPENINGS j; AND MULTIPLE STUD PACKS g O INTERIOR HEADER " 2 x 4 #2 SPF STUDS AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN EXTERIOR HEADERS E F Typ F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE D j BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE g" 1 SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE r5 FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS END OF SILL MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING �• LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH ' SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK j' ' FLOOR DECK W/ 10d NAILS @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM r� SCALE: N.T.S. (2)- 12d TOENAILS 2x4 TO TRUSS TOP. GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL QA BELOW AND ALT. BLOCKING INFO O A 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT '� I SURFACE Qq 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD JOIST SEE PLAN 8d NAILS @ 3" O.C. WALL SHEATHING (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIST END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) - 10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10d 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 2) 12dTOENAILS. MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF :. SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL NAILING SCHEDULE FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7)-----TIE BEAM 10d NAILS & (4) 1/4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER CONN. @ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/13-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB "' (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1 /4"x2 1/4" TAPCONS FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] 10 SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIC U.N.O. ON PLAN 2X CONT. RIBBON - TYPICAL BLOCK WALL (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITENS )R 2 PLY GIRDER IUSS. SEE PLAN FOR )NNECTION. =E PLAN FOR CONN. - 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS GIRDER/COL. CONN. @ 2nd FLOOR SCALE: N.T.S. EE PLAN FOR CONN. SEE PLAN FOR NAILING AREA (TYP.) COL. SIZE (2) SIMPSON MST37 ' STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER (BLOCK SOLID) SEE PLAN FOR COL. SIZE SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ MIN. 6" EMBEDMENT SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. @ GIRDER r7 SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2 WS10d@ 3" O/ A xTF �T�AB 2x� T PROVIDE 2x4 ON—i TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS -y PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'1 LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. TOP SPLICE DOUBLE 2x8 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @3"O.C. 11 (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS @ 8"o.c. FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON LSTA30 FROM WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED HEADER CONN. @ 2nd FLOOR( 4 SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON 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. 2 x CONT. T & B — (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION — SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION — SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. 1 BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT TOP AND SIMPSON SP1 w/ (10) 10d -- ° -- NAILS AT BASE *PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS 2x CRIPPLES TO SITUATION. CONNECT G.T. TO MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ STUDS BELOW (24) 10d x 1 1/2 NAILS AT TOP AND j 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 8 SCALE: N.T.S. N N C, i W a� o C W f> N .: �LLa N R O Cn f0 O {9 CD 0 3ev ccdd� d c o w a c E o a � w v 4j5� `o J f • L �0� O •� F L O NON 1rnII11 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. W E C., Lo9 I �'S 00 U)r-� tri ej rh vP q_j LL LL U_ W Ira �o_ — �7 •c�a�� d Y C �ccC'4CO 0o WN _�OjOi m'w co � N Z a rJ VZ OU ti W ❑❑ ;inN z n %� Q _E3 M V I to z �4-J � a V 0 w s vi c y IN � - to 1Cn U �$ a w� I L Y Q o z w M M J Z O Z < E L.L E E Z o �� > N <. Q 0' Z® Im O 0 U Oo 00 7 U �K Z d �o <omo a? Wz > � 0 off Z m J 5 Nm F m <w 2. °off no W C' wLL �w 2 z C=7r Mill o M wa ;o R _�< U 3: °O = �U-) O C m c� co C0 c� T' co Cr CID o U)LO N O M � � M N LO T 0^0 c T M co L0 d ? Z E r a E U ° Q p 0 JOB NO: 23-06110 SCALE : AS NOTED SHEET NO. D2 CM it W i _ v c� J� cc 0 J 0 0 1 N M cV O LO ID v 3 N N i� E I"- 0 a v i CL 0 J a> tZ N '4 LO 0 0 a FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE BARRIER WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECURE DOOR ROUGH OPENING WEATHER SLOPE RESISITIVE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with weather -resistant exterior envelope. The envelope shall P g a weaer-resor wall envePa e exterior wall enveP BARRIER TAPE EXTERIOR WOOD FRAME CONSTR. SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. (0.6 cm: 30.5 Cm) include flashing as described in Section R703.4. 3 SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND WNDOw) WALL BY 6 IN. 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 (ASSEMBLED z NAIL BRAND OR EQUAL WEATHER 0 CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means �- WEATHER PROOF CAULKING O'N, of draining to the exterior water that penetrates the exterior cladding. SELF -ADHERED FLASHING BUILDING PAPER RESISITIVE 2 BARRIER SEAL TOPS OF JOISTS 1 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 UNDER DECKING SUBFLOOR (SEE DETAIL WP07) other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied PP PP 9 P PP SELF -ADHERED FLASHING 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 HEAD FLASHING TIE-IN INSTRUXTIONS: 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 1. Cut, fold up ri temporarily secure weather building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO 2. Self -adhered flashing plus head flashing under weather resistive barrier 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 BE USED. 3. Fold weather resistive barrier back over head 2 flashing and seal with tape 2 O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous lane and an flashing P P Y P Y Y P P P Y 9 (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW ' SELF -ADHERED FLASHING Mi SELF -ADHERED FLASHING , EXTERIOR DOOR WITH DECK - SECTION A C:MT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be CEMENT PLASTER PLASTER THRESHOLD DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied PP 9 9 PP • 12 MIL DRYLOK CMU - MASONRY BLOCK UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW S OR EQUAL WEATHER PROOF CAULKING (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 EXTREME REFER TO TECHNICAL SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. WINDOW LETTER ON CHEMICAL O COMPATIBILITY RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER 1) SEALANT AT SELF -ADHERED FLASHING SELF -ADHERED FLASHING, �o (BEFORE FOLDING, SCORE RELEASE TO the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and 4) SEALANT JOINT WINDOW BUCK TO ° EXTEND A MINIMUM 8" PAPER EXPOSE ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as OUTSIDE EDGE OF MASONRY WINDOW BUCK ° 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 2) SEALANT JOINT THRESHOLD ^ shall be installed at the following locations: 5) SEALANT FROM INSIDE EDGE OF z 3 WINDOW FRAME WINDOW BUCK ACROSS eucK SECTION -A (SEE DETAIL WP02) �J O AND EXTENNDDTTO WINDOW FRAME ° gs 1.1.Exterior window and door openings. Flashing at exterior dopenings shall extend to the surface of the exterior wall P g or window andoor oP g MASONRY PATTACHED ER CODE 0 SELF -ADHERED FLASHING O finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in with the 6) TOOLED SEALANT REQUIREMENTS accordance one or more of BEAD BRIDGING 2 following: CLADDING AND WINDOW FRAME 2 SELF -ADHERED FLASHING 5 1.1 The fenestration manufacturer's installation and flashing Instructions, or forapp applications not addressed in the fenestration g ' 3) SEALANT WINDOW FRAME T WINDOW BUCK ALL THE WAY NAILING FLANGE � 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. ere flashing g ftittiWhere instructions or details AROUND, INCLUDING SILL. DO NOT FLASH OVER 2 O SEAL TOPS OF JOISTS UNDER DECKING 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for BOTTOM NAILING p v (SEE DETAIL WP07) 2 7 subsequent drainage. Openings usin an flashing shall incorporate flashing or protection at the head and sides. q g g P 9 P 9 FLANGE 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SCS _ 05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING I SELF -ADHERED FLASHING 1 SELF -ADHERED FLASHING �' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. FENESTRATION INSTALLATION AND INTERFACE S HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 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. SHEATHING 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in gutters. JAMB, SILL AND HEAD DETAIL Lath APPROVED Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL APPROVEDHOUSETHING WRAP PATCHDHEREDFLASHING STRUCTALATH TWIN TRACK 2.5 Stucco FLASHING AND WATERPROOFING METHODS TO BE USED. 3/4" CEMENT PLASTER ° ° 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE DOUBLE O 0 a ° ° a 7/8" Cement Plaster SEALANT SOCKET WITHOLED JOIST ° °a ° ° ° ° TOTO APPROVED SEALANT SINGLE WOOD BEAM ° ° Foundation Wall in accordance with 7/8" Cement Plaster JOIST BELOW 1 SELF -ADHERED FLASHING ASTMC926 in accordance with SELF -ADHERED FLASHING ° a d ° ° ASTMC926 2 ° ° ° Felt backed metal e - lathe in accordance Felt backed metal SELF -ADHERED SELF -ADHERED 3" MIN 4 with ASTMC1063 lathe in accordance FLASHING FLASHING with ASTMC1063 2 O 5 Building Paper Building Paper 7/16" O.S.B. sheathing O.S.B. SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING 1 SELF -ADHERED FLASHING 1 . • FOUNDATION WEEP SCREED ' Metal ��. sheathing EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER Flashing Weep Screed SELF -ADHERED FLASHING 2x FRAMEWALL - - -rl - - - - �I Installed As Per Manufact. Specs. PRODUCTSDETAILS TILE FINISH STRIP OF SAF LEGEND l SELF ADHERED FLASHING (SAF) I Maintain Stampede or similar Bottom of cauk bottom I- DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT I Weep Screed joint only WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO W 1/2 DUROCK > BARRIER (WRB) - - - - - - - I I BOND BREAK WRB BOND BREAK WEATHER RESISTANT BARRIER- - - - - SELF FURRING (SF) LATH II -��- 1 1/2 t0 2 Above Roof Weep Screed PER THE FBC RESIDENTIAL 7TH EDITION (2020) a I I PLASTER ACCESSORY 'OSB', Sheathing Installed As Per I: SF LATH SHEATHING, PLYWOOD, DENSGLASS Manufact. Specs. V-4" PER PLAN ;2� I Detail Instructions 1'-0" PER PLAN I I Ij WRAP DP WRB ONTO I I THE VERTICAL 1/2" Cementitious Refer to the number marked as # in each detail that corresponds to the P I I SURFACE TO TOP OF Cement Plaster Decorative Finish numbered items in the list o instructions below: I I I FLANGE AS AN AIR in accordance I I I �I I BARRIER with ASTMC926 0 0, , o, All inside and 1. Install self -adhered flashing in order as shown by numbers SLOPE 8" CMU _ _ - I 1► 3-1/2" INCH FLANGE •o., over wood 2nd • o floor .q'° ,.o•, outside corner will 2. Install flashing and weather resistive barrier to form water shedding _ s Q°° - - J I I • 4•0,0, need to be miter laps 4" OR 8" CMU II ° F------------------ 1. I '0, cut and caulked all 3. Self -adhered flashingcan be substituted for building 9 (PER SEAT DEPTH) ° -I- - Z Z I I STRUCTURAL FRAMING I ''°'o,• o•`. butt joints need to 0, 0' 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT I� a a _ " � • o, .o• • becaulked using �•o ° ' embedded in the adhesive layer) - for ease of installation and to 8 ° ,v STRUCTURAL SHEATHING Stampede or s m. minimize scoringcuts ° a-Cr Lu d ° 0 Lu d THIS GAP IS A RESULT OF PLASTER STOP , NATURAL SHRINKAGE. STRIP OF SAF caulk for all 5. Remove all release per standard installation instructions and paper P ° ° � � U) -- - - - - - - - - - DO NOT SEAL. CONTINUOUS BACKER i----- ---- DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" x 6" ° l� '`' U IN I ROD & SEALANT DRIP SCREED PLASTIC ; I BOND BREAK WRB Minimum SLOPED MUD BED _ ° ° ° _ LU Cr , ACCESSORY 1 IN I 6. Fold as shown by arrows ° Q- 8 W ! i SF LATH 7. Angle of corner may vary, adjust folding of the flashing accordingly to f--I Cl) 3: I fit tight to corner VINYL SHOWER PAN H a ° a° A Note: 8. Mechanically fasten as necessary ° _ _______ ______ ____ SLOPE ° - ;; The building paper and metal lath must be t, I /4PLASTER Cement installed over the top of the weep screed. ° STOP Plaster CONTINUOUS BACKER ROD over ock 4 4 a & SEALANT 1st floor a CEMENTITIOUS FINISH WEEP SCREED DETAIL SHOWER SEAT SOFFIT/CANTILEVER • SCALE: NOT TO SCALE eh co N r 0 .J CD LU Z.-W o CCvo' O ` H a N 3 =' W Y d C, � 3 i Edda � v d i iv C p N C-� E rD o a L) 0 C > O GV LO 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. t» E 0 NN Ql u4i w °°�� in��zi2 8 0 Q yr1iv LL CLLLL LL W a Z - v a �[ r mC, W 0 LLN U) I m w - 1 C LO Z N OU Co W O❑ Z N o Z m z Q V) Z a CD o C1 o � W s 8 V) U •� LU � ml d °� V 0 Q Y • N Otis o Z< M � � Z Z a E �o �� > a 0 E V Wo z Koa oa: t- r� _ i0 00 Zx�E10oa Qom �� CA)C a UZ o� Z m ai J u=O a ° Qi W �2 8 0 go �W W _= o �0� m � yLL Z o Z a� 0 yo IIIIIIIII' v 0. a o 3 0 c0 = E > Lri 0 m M 0 fM cu T Q cr CU I- U) 0 3: CV •+-A 00 M O -� N LO r Q 00 T coMLO M M Ln o ? m Z E r y CC U 0 -0 a JOB NO: 23-06110 SCALE : AS NOTED SHEET NO. WP1 Mounting Brackets I10 GaugeL +1!2*x+1 ,2'x 2-12" See Anchor Schedule Bolts 1 Q` Dia. A325 Gaiv. If (Typ') I I Z Aft I D no Screws A A/C Unit Bottom Edge /C U' H ur urricarieStrap (Typicak 3 in front) 7:u I Front Cress Support I (May be cut to W) cI Left Bradcet (16 Gaugel 414Se riling Si:rews, Thru Brackets Back Cross Support Into AIC Unit Bottom Side (Typicalt 3 each sick for hurricane use) Washws / Self -Locking Nuts ili *,di& -tAL ... .. uwu - F" .,Lh h H �-c a. B- Raised Sad Distraring avallslair upon content gue, will APFIYI balick Cross Support (May be cut to W) Right Bfacket (16 Gauge) Florkle Department of Business & Professional Regulation pope I oil I Building Codes and Standards 12,15=1 Product Approval Application Detail r4ft ln*v a mill, 20 DM hadiric 20 TIM version owakmw convert EndravorA U�o Validated IN Yeed" Sulaultuld M Anprowal AD atam Afthmaton 2020 Smort Vent Producte, Im M�ool Gross. HsmnF NorehoRIE Locke Bwdam PE i2MMI020 i2tilln"O 12,28=20 Apwvd cosoon" Iblueurl, comp"ll (877)44"30 PE-73770 r3u)30D.18013 "Colotiorr. products Introduoed.. 1.1. InfoComedwatcor Near Technology Couiplianam Nothod, Evauation Report harn a Florida Registered Arcriltut are, 1.1conseal Florida FL#iS224MPV,d,,U professional Enginaer Awl PrduIMdd likenfloarer-Harres Product Detonation Quality Assurance Appinwedfoirthill, in HVHZ Aparowad for Outki, HVHZ Line know Rome" Design Pressure 1 Sma Vantkiod*10540-510 Net F .. tion Flood no Wntitallon vend IM /2023 yes Y. WA :lWiloo 2 &mtV#nt Model #1540-511 Due[ Function Flood ad vanillas- Voil i 213112M3 Yea Y. WA I ODA 00 3 "dVent Moda, 41540- In:tAa ad Rood Vend 1 MI/2 Yes Yes WA .1 Col. 1 00 4 am �...120 Want Mode 521 In 1=F1.qdVrd I 2J3112002'3 Y Y ex NIA .10ohloo 5 Sr-dVent Mode #1540�524 14Mqud; Geroge Door Pool Vent 12031/2w Y. Y_ NIA N/A 6 , IlVont Mode! 91540 570 ,;me Wood Wei' Insul"b"I Flood Vent 12,3112023 Y" yes NIA +1 0)�L I DO 7 arnerh1ent Mode #1 S40�574 14.5&qut: G..9, Door Flood Vent I 213irl= Y. Yes NIA NA Florida Department of Busine" & Professional Regulation P.Pleri Building Codes and Standards ln4rA21 Product Approval Application Detail Oft Lqm or 211111111 111111 patoperldho 2m 111:11111 version lifienufadwror QRR%" Ensdauser A U- Vikigd 01 Velidalad Aliggiddleg IFISIC A-1,al A,,,,Vd RAWL R.Asion 2020 Drexel Metals. Inc. Jam Shumate Zachary R. priest Locke SoNdon P. E. OSMOM20 01009=20 oscW21520 10113W20 Approwal Category: Rooting (WZ 303-1511 PE-74021 (3341300-1100 SubCalagoini Martal Rating ishurnotegildinmoteom Con@& Allerhod: E�aluadloo Report from a !o!la!!i!steNq1 �hllaet or a Lloonseel Florida Engines, larpikefta QuWvAsKxaxo Aiturowlat Product Dinixtription Cong1=2sta In for Us* Ausproved for Use HM Out" IMU IMD*Ct pedw Resistant P�m DMC 13DNS. DMC 15065, OMC 115S. DMC 2008, Yes No NiA .0r.180 DMC 5V Florida Departnaent of Bu3iness & Professional Regulation Page 2 VF4 Building Codes and Staindards Product Approval Application Detail Qa 2ft 20 00 PvRdIRQ Dal I= YKLM Manufacturer QMM VAIdAuld 8, validated sommog FDC A,W,,d A-,d R�.Ion 2D20 Themea-Tw Cmporston stare Japerean Lyndn F_ Schmidt RE Ryon J. 14mg. R E. W 52021 1213IRM 04,27J2021 061018,2021 Approwd cateonw. Exterlor D (800) 843-TG24 PE43409 1813�767-6!556 SucCasegoir. ftinging Exterior Door Assemblies splapersamilithernI Complinice Ndbod: Ewheflon Report itorn a Florida Registered Red or. Liemarl Floid. Professional Englrux,r FLA2mRm Phadid, OudRyA� A,,,-,d 1, Use A-,,,d for U, band linim 111111 Nurnber or hame larodlud D-,WJn KWU Outside KVH Resistant 1 �lt�MrbanClasl. and Sr-th-Stu, Nomhalea":o squotimpact8quol: Opaque in No Yea Y. WA Composite Edge Fibertlas Singlo Door X 4onfigurabon) 2 b. Therme-Tru R130I and SmOOM-Slar N-k1z1S&0M;6 &W.*mP..Ulqu.I; We 12131#20211 No ya, Y- WA Composite Edge Fluerpoes Single Door oth Sideftes) linwhVIOutunring XO. OX or OXO monflit.'afflons) 3 c. Themea-Tru Rper-Classic and Smooth -Mar NominalSIM09:6 opaque 12131f2026 NO Y" Yes N(A Compoishe Edge Fiberglass Double Door with or -ftout Sldaktn (InswingiQutse.ing; XX or OXXO 4 d Th.-I. Flb.-Cla.sk end S.-th-St., Nominal a&*A.,0 6quotirnpackWat: Opaque 12?31/2(126 No yes Yea WA Composite E09s Rborglars sagi. Door 5 a. ThTm Rbs,�Iassic and Smotsh-Slar Namlial 880mo Opaque 12F3112626 No 'Yes Yea WA Composite Edits Fiberglass Slope Door �Ih 3"111 (InstringAOut.,alro; XO. OX or OXO -figurstion.) 6 1. Thorrr*�Tru Flear-Cusale and Mnooth-Shar Nominal 8&M.,D $qux;Imast&qI Opaque 12031nTA NO Yes Y" WA Composite Edge Fiberistua Double Door *fth or with out sdalket (I-IngiCuivaing; XX or OXXO oorfiounation.j 7 %. Therma-Tru Mber-Clssic and Smoo1I P arr'nal 69#39;8 9qud:lmnad&Auo% Glazed 12131tl= No Y. Yee WA Composite Edge FIbergle. &.91. 0- (kl"nofokftwlng: X eahlouraffieft) a h- Thearna-Tru FlIque-Classl-d SmoDth�Shar Numanal GMGQ A &Qud;lhnqsCtLquoI; Glazed 1213112M No Yes Yea, WA Composite Edge Religion single Door with S"itit(s) (Intralro0wevAno: XO, OX a OXO conflouresionsri 9 1. Thamel-T. Fither-Classic and! Silopir"ar Nominal 68411,39 .1 3quimlimpactkluot Glazed 12a1QM NO Yea Y" WA Compolfte Edge Romper% Double Door willi or win out Brialites (InselngrOutseing: XX a OXXO configurational 10 1 Therme-T,u Fiber-OxIc and Sman-S., &POLImpoddquot Gazed 12/3112GM No Y- Y. WA Compoafte Eoe Fiberglass 4huble Door (InswinVOutwing: X conigaindlon) 11 k. Them�Tru Flow-Clesso end Emooth-Mar Norrinoi a&*M.o Jquotimirselaquel; Glazed 1Zt31/2M8 No Yea Yes WA Cornloosde Etige Fib"" Shoir Door vkh S[WIM.) (manvIng-Out-mig: XO. OX or OXO rcallounsfi4 12 1 Th--Tr. Fiber-Ciaelo end SmooM-St. Normal 86#38.1D "IRnpNx6quot: Glazed 12M112020 NO Y. Ys WA Ganpueft. Edge Fiboaleas Double Doar.fth or with out Sidolka (ItuaninglOutpoing: )O(or OXXO 13 Th.-TruRber�Clase-damath-Slor Nalinal 61141100:11 Squot:Impactilquot; Glazed 12131/2026 No Yes Yes WA Voided Open Compoeft Edge Rborgiall, Single Door (1uh90Out"`ng: X comfourattion) 14 r. ThemTru Filear-Claine and Smooth-Stau 6641IMS'a 3,quothro-OWat GM." No Y. Y. NIA Molded Open Composite Edge Fiberglass Suisse Door wHh clued Melded Open Sidelft(3) (hsengKkd"i.g; XQ, OX or 0)(O.-Agunillons) 15 a. Thearna-Tru Filber-Classic ad Smooth -Star Nominal 6SX39 A &qqt:lmpd&qot; C31 .. d 12131=6 No Y. You WA Mold.d Op. Composite Edge Fibories. Double Door -�,fth orwithout Mead Molded Open SdMk- (Ininumsfounhaing: mor 0)0(0 oardlourdars) is p- Th.-Tu Fiber-Ci .. 1, aid Nonsiol 6&#39.8 3,qa;ffl:kT"oNqUct Opaque 12J31120211 No Yes Yes NZA Composite Edge Rbargless Ship. Do. in Molded Open Sididnifill (Insairg,10leselMil: XO. OX orox0earflourationa) 17 q. Taemno,Tnu Fiber-Clusc and Smooth -Star Nomirnal GIIJ0394 &qud;"dLqu-t Opaque 12/3`112026 No Yea Y" WA Coroosit Edge Fiberrous Double Dwwfth ott with out G=d Mooed Open Sidafte (InWroortsving: XX or 0XXo willourstions) Florida Department of Business & Professional Regulation Page 1 Qf1 Budding Codes and Standards Product Approval Application Detail rL& Do or Du Do Dele Pending ]ka Vernon adaideiglug Contact Enalraser IL Licanaz Validdied 61 YIUO= lamum FBC Approval Asoromad Ram Cr Rom,on 2020 POT Indistrers Jore Rold lAord-Dado BCC0 - - IR Mleml-Oado gCC0 - VAL 1111w"20 1&2fir2= W24=0 Approved caaegaer s..1or D_ (941) 41161 (TaM 315-2MO lautaCallago,y! Silding Exterior Door Assan"a C-01ft- MW"! Cdiftaillon Mark ar Listing 001 swd&Auimm A--WfU- A,,wW for Use kaM Dow- 54Q# MtodKNAob.. Prad,.t DaRadiall- cqntrl�� Od. In KYRZ outside, HVINZ R".told Provause 9 70 (Large Mass, Irnpactl mn�o Sidng Cases Doo, Y. Yea Yes N/A 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 apprmal numbers on the building components listed below if they will be utilized on the construction project 1br which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS ITherm I A. SWINGING aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.01-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2026 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL1 5332.5 +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. SEC11ONAL 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 12/3112023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL1 1537.1 WA (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 101812023 PGT Series 5500 FL239.2 NIA 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.01-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL166-0-3 +60.01-60.0 psf 6/2212023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/1612024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5/25/2031 C. FIXE D MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/3012025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/1512024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/2512031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 NIA 5/26/2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL1 3192.1 - FL1 3192.2 NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soft 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 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. AS P HA LT S HI NGLE S GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2025 B. UNDERLAYMENTS Tamko (fbr Shingle Roof) 151b Felt Undeflayment FL12328 NIA 6/29(2023 Plyglass USA, Inc. (1br Tile Roof) POLYSTICK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOTUSED D. ROOF VEN11LATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RVIO 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 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NtA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC IDONS, DMC 15OSS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Gahenized Steel Storm Panels FL15076.1 - FL15076.2 NA 12/31/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see c hart Simpson Strong -Tie see c hart B . TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MITek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 10/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630. 15 NIA a 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 awilable 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 Pope 1 of 3 1125022 40806-", _WWA 01:0zml =WWR2 ___ -WEARM ENIMU56 IMMOMM R QM Eattly or 20 20 Darts, falandiflo am IM version manuracturer contikct Submided FBO Approval Approved Rau Revision 2020 Thamna-Tru Corporation Sb� Jaiperson Lyndon F. Schmidt P.E. Ryan J. King, P.E. OMM020 OY12=20 07/2W2020 10`13Q020 Approved category. Extanor Doors (800) 843-7528 PS-43409 (813) 767,6555 Sulaclodogerry. Swinging Extercir Door Assemblies slaspersonCilthermatru.co Compliance M@Mod: EuIsIuobon Report from a Rn Florida Registered Architect a a Licensed Florida EM larofesolonal Engineer S-0 or Name Product Description 2UWMUWRWRM ARRMAWALWO ContractExelroldian Data In Hv &RILMAWAKII112 outside HVHZ == qualities 200 prossural I n!.M.nNuffiber ber-Classic and Smooth-6tor Nominal WWII i1quotjInupectilquot Opaque I 2r3i r2= Ym YM YM PVA WA Composite Edge Fiberglass, Single Door (Imuming/Cublawing; X configuration) 2 b. Thaorma-Tru Rbor-Classic and Samboth-Star Nominal 611,01M 9quotImpartlilqual; Opaque I 2K31 rM2 Yes Yes yes WA .0 IVA Composite Edge Fiberglass Single Door with -= := 111=11 Sidelkii(s) answinglOutswing; XO. OX or QXO CID N- LAJ 3 o. Therms-Tru Flaer-ClassIc and Smoth, Star configurations) Nominal 6464%, 6 i1quotImpactillquot Opasque 12J311= Yes Yes Y_ Y" C3 A Composite Edge Fiberglass Double Docarwitin or C2. 11. without Sideline (inswinglOutswing; XX of OXXO cc II ccZZ, 4 d. Thermul-Tru Rhar-Classic and Stiourth-Stor configurations) Nominal S&IM.0 tlquot� Impactilquot Opaque 1201112022 yed, Yes ade , A �I< r. Composite Edge Fiberglaw Single Dow LA_ in_ ilmomirgrOutswing; X oDrIgurartion) U) M C= 5 Thearme-Tru Mlbor.Ctausi. nd Snr-th.Stal, Nominal SUWO SquLtImpactilqual; Opaque 12t3lQ= Y_ Yes Yea Y.. WA C "'I a 'g'*- 0 Door witt, to -cc C-4 .=(.) Orr=�Zlueawnig%, OX or OX0 Ilia, 6 t. Theamna-Trul Filber-Closse: and Smoothabir configurations) Nominal 8&M.0 IlIqLactimpactliketuot Opaque 12f3i 1= Yes yes Composite Edge Fiberglass Double Dw with or without Sideffies; (Ins%irWOubvAng; XX or 0)0(0 2.1 CD configurations) CJ t 7 g. Therria.Tru Risar.Cloale and Smooth -Star Nominal 611.011 &qupt;lpac1r&quo1; GJazed 12131=22 Yes yes, You; Composite Edge Fiberglass Single Door M 1W ga answing/Oursawina; X configurartion) 0 8 It. Therma-Tru Fiber -Classic and Stmooth-Stor Norrunal W=6 IlIquotImportiliquityl; Glered 12nirw Yea yed 19 = Compear. Ede Fibenglass, Single Door with Sidolibi(s) Onswung/oublowing; )GO, OX or OXO configunatior"') E 9 i Thearms-Tru Fiber -Classic and Smooth-Staur Nominal 8&#W.8 9quotImpactkupt. Glued 12t3l rM2 Yes yes Yes NIA Composite Edge Fiberglass Double Door with or C2, without SbcWftm (InswinguOublowmg; AX or OXXO Cl- configurallons) 10 1 Therivel-Tru Fibw-CWWo and Smooth -Star Nominal S&#3gO SquoiciripactIllquart; Glazed 12131 a= Y" Yes You WA Composite Edge Fiberglass Single Door (imaw.g/Oull-mg; X configuration) 11 K Thearro-Tru FibarZipsecie and Smolln-Star Nominal II&M.0 IliquotimpacMquot Glazed 12J31/2022 yea. yes, Y" WA Composite Edg a Fiberglass Single Door with Sidefibi(s) 0nswmg1Outswmg� XO, OX or OXO configurations) 12 1. 7haamnaTru Fibler-Closalso and Smooth-Sbar Nominal S&MQ SqvotImpactiliquot. Glazed 1"1= Y" Ym YOS 14A Composite Edge Fiberglass Double Dow witill or without Socialites (Inswing/Outiaming. XX or 0)0(0 configurations) 13 m. Thernis-Tru Flbw-CMWc and Sinooth-Stsr NomInai 6=31gS AguotImp2cMquot, Opaque 121311= Yes Yea, Y" IWA cumpostle Edge Fibleglass Single Door witin Ii,quot;Non-Impsolaquot; Sidellos(s) (InswingrOullswing; XQ, OX or 0XO configurations) 14 n. Tharmal-Tru Rbear-Classale end Smooth.Stor Nominal S&II aquot�mpsclbllquct, Opaque 1213Ir2M Yee Ym Y" WA Composite Edge Fiberglass Double D"YM 416quoLNort-Implacil9quot: Sidalities (Insmaracautswing; 0)0(0 configuration) 15 o. Thermil Fibler-Classic and Smooth -Star Nominal 8&#*,D i1quotlimpectil6quot Opaque I W31 Yes Yes yes WA Composite Edge Fiberglass Single Door with Squot;Non-Irripact8quot; Sideles(s) 0 narising/OurtoWng; XO, OX or OXO configurations) is p. Therma-Tru Filear.Clasishe and Smooth -Star Nominol S9#KrO Ilaquot;Impanabliquot Opaque 1 V31 r2= Yes Yea Yet WA Composite Edge Fiberglass Coubla Door with &quoI;N�IRrp9c1&quct, Sidelfts(InswingtOutineing; 0)0(0 configuration) 17 q, Thearmax-T. Fiber.Cl .. i. land Smoorth-Sour Nomnamil S&ffiMS &q..tN.n-lmpaa1&q-t Opaque 1261/= Yea Y- No NtA Compdaft Edge Fiberglass Single Door OnsmingfOutiPwins; X oDrifiguraltion) 18 r. Thermal-Tru FibeIR-Clossic and Smooth -Star Nominal W39-.8 8quothlon-Implact8quol; Opaque 12/31 r2M Yes Yes No hItA Composite Eage Fiberglass Single Door with 51deltee) IneWngrOutswing; XO, OX a OXO config Unations) 19 Therria-Tru Fiber-Clasoo and Smooth -Star Nominal 6&IM;S ii6quothlon-Impsoll9quot; Opaque 12131r= You Yea No NVA Composhas Edge Fiberglass, Double Dow with of without Sidefitas (Irowing/Outswing; XX or QXX0 configurations) 20 t Themse-I'm Fiber-Clanduc and Smooth-Stat Nominal 8114139:0 &qwck:Non-I milosect%quot; Opaque lMl/2= Yea Yft No WA C'mixtarle Edge Fiborglosse Single Door (Inswing/Outeemin; X configuration) 21 u, Theirrast-Tru Fibildr-Claesic and Smooth -Star Nominal 8&#Xr Non;im paque 'D u: 120= Yet Yea No NIA composite Edge Fl.q I shas h Sideloa(s) OnspeanglOutswing: )GO, OXor OXO conrounah:ms) 22 v- Therma-Tru Fiber-Clanic and Smooth-Shar NuImmult 8&#M;O &q..tN- IpckII Opaque, 12131r= Yale Y- No WA Composite Edge Rbarglass; Double Door with or without Sidefibm (Insawing(Ouboalting;XX a O)OM configurations) 23 w Thistroo-Tru Fiber-Claseoic and Smooth-Elto, Nommal S&MS lilquothlon, In"diliquot Glued l2t3l*= Year Yes No NIA Composite Edge Reergliese Single Door OnseingiOutawria; X otanifigunation) 24 x- Thermax-Tru Fiber-Claaaac and Sn ood -Star Nominal 0&11 liquothlon-firipact8qual; Glazed 11201r= Yes Y" No WA C Ingle Door with %PW=W)11M0=19 XO, Ox or OXO configurations) 25 y. Therms-Tru Fiber.Claselc and Smooth -Star No [�aIM0398&quctN�InV2ct&quotGlmad 112*1=22 Yes Yes No WA Composite Edg; Fiberglass Double Door win or without Sidelitied, (InamringrOultzheing; XX a OXXO C.Inflipundions) 26 z� Thatme-Tnu Fiber-Classfic and Smoolin-Sher Nominal S&*GQ;O Squothlon. ImpocMetuot; Glued l2r31Q= Yet. yes No NVA CompoWo Edge Rberglow Single Door 0 mpalng0liftwing, X conliguration) 27 za. Thernals-Tru Floar-Classic and Smooth -Star Norminall 8&AW:O AquotN- InVact6quat Glued 12*1=2 Yea Yea, No NIA Composite Edge Fibearglaza; Bangle Door vAth Scalkell(s) QnswinglOwaWng; )(0, OX or OXO configurations) 28 111 Theranno-Tru Fbet-Classic and Smooth-Sts, Nominal W30;O8quothlon-Irlipacadquot; Glued 12131= ye,s Yes No NIA Composite Edge Fiberglass Double Door Win or without Sidelitals Onewmg/Oublanting; )O(or OXXO configuraftions) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pop i ar2 1&2D21 IQ42 an*v a 2" Due hod aKt zm version Illaredicturar Qm= amianLLLIMU xwwwam VA",d Submitted FaC Anummiae Ao=vd ReMsi- 2020 MI Wndcles and Doors Brent ShInger Luis Robert. Lomas Slmn 14 Urch. PE lwar= Imeam lons,12020 12M5M20 Apprd Clapper. Exterior Doors (717) 365-33DO PE-62514 (?17)31T-8454 3ubC&I*Wrr. Sitting Exterior Dow Assemblies boling.,onflerd- complaints slashed ElaaMm Robert torn a Fladdis Registered ^-&its& or a Licensed Floarlds Prellesslorull Eighear ===ms Product DnCrk0o Ame-dfwU%o cannot mawagm 0 In WHE AMOVid kir Uses outdo HIM kRDWA poison Resistant Pressure SERIES 420 ALUMINUM SGD OXO 120MI124 No Y" No WA l453A&quol:x80tqu*I: NON -REINFORCED 2 SGR 420ALUMINUM SGO SERIES 420 ALUMINUM $GO OX XO.XX 1=1=24 No Y. No NIA �E& 96LqaJd;xaa8nu.t; NON -REINFORCED 3 SER ES 420ALUMINUM SC43 REINFORCED SERIES 420ALUMINUMSGO REINFORCED OXO 12131/2024 No Y., No WA 145-314&qucI�r9Sku ; d' 4 SERIES 420 ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM 80D REINFORCED OX 1201=24 No Yes No WA XO, XX964quoro3equol: 5 SERIES 420 ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM 600 REINFORCED XKK 1201=24 No Y. No N/A 143&q,M;.W3,Wd, Florida Department of Business & Professional Regulation PagI Build ng Codes and Standards IMMI Product ApprovallApplication Detail QM gnalLm 2AR 2" Out, Paindho go mm Version mmukmw contact Enobw & Ljoserame VSINN" By Vdidded aLibmem FISCAlopfaell Approved am R91,19101 2D20 W.".0.11on,schehelch fO.Kh..d Door lhutymo K-uh John E. Scales Jeffrey P. Arneson. P r. 1WI212020 09=21)20 1062M2020 12tiSM20 Approved Corporation C330) 763-8121 PE_51737 (904) 821-5200 cablow. ftlearror Doors dkom"anayme-daltianc SulaCeftlaver. Soctionol Exterior Door Assannal as C.,,Vli-Ndh.d: Evaluation R.parifirom. Floside RoglateredlAroliben a a Licensed Florida FLdM$4tZD Products professional Engineer MA 2UHhAumma A-,,d fer U, 62KOSLULMU III Ii Outside kildia DGWW R*dmmt Prossure 3 8000)51OM20081105 D&IM; Mo. .1111W 14IL439; Max lasighl. GI.Anis 12KIMM3 No Yes Yes 131.0005.130 millible in top � Int'"thedide, section. 10 W0041100011200#1123 164.00a Max Width. 1.30, Wax hoot. Glazing 12131=3 No Yea Yea -30.0003.50 A"Itablo In top or illbanodlido soolon. I I 8ODMI 0=110 #1124 684134, Mu Muth. 148M. Max height. Glazing 12131(2023 No Y" Yes 34.40P35.30 "IONS In W Or Intiesmodlate section � Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail rival sit ;15=1 Q111 Qdk 291 Dixe lamdrial Do TM version Nonarbachuma, 91"9 Entainner & Utiven VMddd IN V.1dtd fifissfifted fikiwumk A,,rid JIM= Ran,I.ax, 2020 CuffialeDivislonalAADC1 1. Tom Rxq* UL LLC Troy Bishop. P.E. 12010rJ020 12P[lIG020 12121=21) Appr..d CZgW. Exted" Doors , 494-28n� (954) 90-05100 "Cipollone Exterior Door components bloy-c. complaints OkMod Clarification Vista or Loading Quality ausurim Acbrowdfoirtlair Approved for Use pedm NARA Product NoM. Number or likenes a In HVM 2WMgLk= audgm P- - - 1 807.707 ' ?27� 747. 757. 777, and 847 Single and pains of Rush, Glued. and L-ed 3ingh, and paire or 1201421325 res T. Ya N/A Doors hollos, metal doors, Florida Departirrient of Business & Professional Regulation PP"1.r2 Building Codes and Standards Product Approval Application Detail code army oad. 09- net. Penallinap Dolo am Ybrainan MntW- fdm= Endriess A, Luanne valklawd Ba, mdow asmam FBC Awarrad AsUor-all abahm R61ASIon ZD20 MI Windows and Dws Brent sitirager Annarrain AmIttadura, Steven M. Urich FIE 1 1,1?12D20 11,`17=20 11QW2020 AWO.*4 Claroporn. trifinda" I71T)385-3300 Me, 4717017-8454 SubCalogorr. Sings Hung C"llares Method: CWMCMW Mark a Ulaxing au Qualit, A,- - AgalizillugLux In HVEZ Agarawal 1, U, kna Room ouwdb HVHZ Roolaseent phytioure 2 ISS 6*4 52X72 FIR)FInge Frauaa, IGM Shpls, Hong I DAW023 Laminated Glers. No Ye, No IM-60 -#--a (D -00 0 `10 CD L_ 0- 0_ C 6 2 C5 0)0 -a Qaaa Cn C: CD = -0 CU 0 0 -cu Cn 0 c 2 c- C CU = 0 .0 -0-0 U_ %+_ 0 C13 > Cn Cn -0 Cn E CU C�aa 2 0 CU-.02 _0 . C -#--a co - < Z Z W MJ C_ CD > 0 11._ > CL 0 CL < illeassall 0 0 < CID M all a- F- L_ CU LU < Z Z SHEET NO. PA 1'0. aT Building Codes and Standards 125QDn Building Codas and Standards Building Cocos and Standards Irsa2oT+ BdkEnq [;odes and Standards t,vMzt Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 4.ae•- ' ggyg �(.P[ � QEt4 Date Pendlm 1� Manufactairix EnvinearA Ltmnse validated By }(EI�Bi911 Submitted PBC Aagro,el ;jbQ(g Zak Enblor or �L.� 11idt S'�! COIEC.Q lit �1IE 01f. PerNfn° ge s`!mt 11DaC9L nYt Bltl" 1�L.� BS! Im S!E(91fla Se�NDIaGI );ooro� jYDE Ys>Z19n Yanulxwrar Validated S9rAltg Ctrher6Urwre L YEIIIa1tY illammn leeammvd Apprmw }(rpjpp ! Gaptud. Eo11nY.ILtk—e 1fe111YW.®l YtW1tW 1rl F•CAmresd �>N Ern 1!(JaE YJI51aD I faolffi EndrreraLleosao Yaembdar yyyy{yp Egger FaeAmlewl dew IY>1Wi Revision 2020 Therms-Tru Corporation Steve ,laeperaon Lyndon F. 3d,midt P E Ryan J. King; P.E 1U/0772021 09'182021 10r13r202'I 1211512021 Approved � pp PGT indudrles Jana Rasaxdd Msml-Oede BCCO -CER MhmFOede 8LC0- VAL 11A52p20 11r'%VLO20 11/7112020 /�ppraveq RnNdm 2020 MI'MnOwa and Dona Brent stinger Amencsn Nchteaural &evrn M Uric,. PE 160tY1oT0 10rg6I1020 10115'20T0 lbprowd �+NOn �20 NI W7ngows sntl Door mad 9t/r,pa Ameewn Armlealunl Seven M Urlrh, PE 11rz7J2020 t 1Q2Q020 11f2BI2020 appraad Category Exter'wr Do«s (8W) Bd3-7828 PE-43408 {813) T87-fi555 IN CdeperY: Yandaxs (941)488-0100 (788)315-2580 CMegOry: WndDe'8 IT177385a3f10 Manundurers Asapchtlm (717)31T•8451 Category: Wlndowa t717)385-3900 Manufacturrs Assacham (?17)317-8454 $UbCalOgOfy Swlrming Exterior Doff Assemblies ajespafeoetCthermatru.eo atbCMepory: Ynde Hung IrwlwnbQpgtlntlufaieac fllat0ete9DM Halzasel3ttla tldtlhgerQJmkvtl.cen &lfCata(pry: Potetl t>LlHhpet(gmktd.eo Compliance Method: Evaluation f21w«tfrom a m N O O Q O O i ^' CL W M .� vJ 0^' O O O O W O LL .� -a E O O Nat ^� O ''^^ .� Vi W Z �_ O L O U O L vi M� W OL ca Cnow W L Q z J z Q J SHEET NO. PA i'l Florida [)apartment of Business &Professional Regulation Page 8 d 9 Fbdda Department d Business & Professional Regulation Pape, a1 Florida Department of Business 3 Professional Regulation Pegs t a, Florida Department of Business 3 Professional Regulation Pagel CD 0 FP"SMWU Products OLMRVAssuram l CD TE mise-oll h FCD Data lat Profit -Stockton, CA 12f31Q620 No Yee MIA MIA 2 2/Gage Orwnaed Steel Yorm PendaMHVHZ CantWed GrrBniiad YeN Yam Panels retained ContICU ract ExpiratiIn WNZ on Asukowast tEntith, or 22111 20 2u case lowlands 2U validated Ov Validated Missulactiona ail Product Approval Application Product conceded- Rooldont ft limaluch Era3 Rodent Model. CL 2 M189H9 18» eu0a AI I 0 strength Imes cmnerda Pate 12/3172024 Yes Yes N!A NIA 2 Padbm P3L Pddld Strand Lumber 03731Q023 No Y. N/A N/A Product 1J110QiL 2AggLkw Fkdda Dapwbnwt of Buifraa A Pmbm tonal Ra0(AeMDn Rapids Bulding Codes and Sb modads 0H"m ProdUCt Approval Applieatlorn Debi -f` fd* r 29K aft m � r a omm6Odn aLbm" wrbw y FDC� y� W!a AWNdOw tom Pay ompolow Jw mMOval Bade "Mw wd Dwr Jasw L B Wow, P-E. 0 C M40M =412= o7lAAw0 Awmwd av marpW ,- RobMwn &IoVbC WAFAMW n CBuptErlommod a.bCwmgwp aaae Ham P41) m714M (W) ol4w ag afflo me ar6o , C4Aboo0o Marker Us" PstepoAelmPPraalope 1Y.wln an krAsr.eva AevmmiYLUse Apame"d6d,Lho ear 2290 AwA BedWJ O GNIM BORkS aa0am nVYHZ a iftam Bub m Banco 1 gays Ion lath Personge orge Hung M 6kv1*Hwgwldbw(4Txm 06017ow7 No Yee No +0140 2 60m; IWA Hmh Frbmwm Brad Hurl %W Her Parbmnme also Hurl Twin Owif m No ves Nm .601-40 CongoaI (Ti x Wlrrl a Saes 10A0 angle Hurl MM Bkmb Hung THpr 0-palim(10r m72') 0015mv No Yes No +40)•M) 4 active IV=arlr Hurl vbp avme Hurl Tnproonemeasoor- Un WNW NO. Vol, Pb +3e46 6 aob tam armve Hurl vkO4 ekmrm Mug TMn ommwY(OLrxrin 004300, No Vol No .apa6 8 game tan Shay Hurl %W Bk0. 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BalmaOmadomo Ar�Arm Aoaaslae.We AOO®aAA!(Y In aiYLlma era D� BWmmt ft W t Pay 100 Tingle Hurl"mdow wxW mr4iNm4r@maMOb HngvMYrlor OOAa/a02m Me ye No +40640 2 pay 10 aeww NF4414rl"Me, fCX1wmml0ftmA ioh&Nngwkdw mosom No Ye, Pb +4m4a0 a Prim lO awbe rlew V^gle Hu"rd *rxwv"Nprvlmpm14wrv%iw m"" oelmom No vw m .4010 4 Poe 10 moo grew Nag"nww at'x Cr MffO Noisrawl Oitb HYMN wrdow oea2Awa No Y" No +M466 a PeylOBpee artlewng Wr4ow 61AArXjVV 4PNom-Inpsd*V*HLrywegw IOM7a=1 NO Ye, Me +e0W0 sdi Do *wft mankow Am►lryaon NM PON Corporation Ctelmd" "ngota a+codger s mariam a Veer Conpmotw crumb uskmmw Repo'rums Po er WgeommdANhawtas LWOW norlds Pnmmwleres Erskwa 8aseim Art 1 Saes 10 Baarl"Max Ft mo D"witabo of Biorms A ftA mom ml Regina w Bulding Codem and SWxWds ProdtFgt Approval Appikdbn D6W olom Samoa 92WMMKA ere } IINVIA K JN HNdrn add Womonw. Blom, P.E. T.E. WM, PE, LLC Hbbown PH113e ow)6164w Ie.OorrH Part d1 ammom 291 m 21altoom sae Nddm bbftd FOCAMMM Agumlu Was 071,42= 07M4AO20 OTA0aw0 AF1lrmmte oolwANrrrw Arfadr rr tiN Ammomod Par Wm blame OWr e a Callnal0a Ckdob Mai Basal Moment gabs 10 vets Furl" BM/rl"Maas elaaAm, No vw No NA Dog� awry.. 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LUM• PE• LLC OTM40020 0711 so= 07ANJw0 ApraNd nobkwen PE.w136 (MI)M$4466 P -----a------ liPm Iktaam 9MOKAe AMMML tJW AMMMfmr(!a mma ddw P"dea0.rdrar Carxgr6rsiamNOre 1. 4Lrb4aiIY1Q as m P�tg 10 agree Vr FWp Flxad Wkdaw mom i We Yes No NIA C" N N r J G C m+ C 10 m K r C 1J7 ae O N 'O O 64 0) o r -dC go a' u a' d to March 6, 2023 N N j O {� U O O ca. O O Q Cu s_ Cn _` O m VI O 2 0 C O U- Cu .� Cu O O Cu F -Q .— VJ Q LJO a z z w J E Z Cn Cu 0 LL CL O CL L U O N L) Cu m Q I- O LCU w z J z a SHEET NO. PA 1.2. O C/) N .._.. U O �N C � Simpson Strong -Tie 2020 FBC Approved Products Updated,2rJormzo • � Simpson Strong -Tie Tie 2020 FBC Approved Products p g- pp Updated 12rQ2020 � Simpson Strong -Tie 202o FBC Approved Products U Updated Simpson Strong -Tie Z020 FBC Approved Products Updated 12/3072020 W O � O For direct Inks to all SST approvals Isted below, CLICK HERE. For direct links to all SST approvals listed below, 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 tdtltbnel InfatniatiCrt regarding Florida's Statewide Product Approval System and MBnti-Dflde Canty Notice of Acceptance MCA). LUCK HERE. For additional Information regarding Florida's Statewide Product Approval System and Mani -Dade County Notice of Acceptance (NOA), CLICK HERE. For additional Information regarding Florida's Statewide Product Approval System and Msmi-0ade County Notice of Acceptance (NOA). CLICK HERE. For additional Information regarding Florida's Statewide Product Approval System and Maml-Deda Canty Notice of Acceptance (NOA), CLICK HERE. FL#2353-R7 FL#10446-RG FL#10456-R5 11 HUS, HUSC series hangers Face -mount hangers available 1n widths ranging from 1.518" to 3- ". 0 M 9110" and heights ranging from 45116" to 11 Concealed flange (D (� t Product Model. Number or Name Product Descrlotlon $59.� Product Modal. Number or Name Product Description �9 Product Model. Number or Name Product Descrction version (HUSC) available for models having width equal to or 0 O O 1 Titan Stainless Steel Concrete & Masonry Screw (TTN-SS) 1/4" diameter Titan stainless steel masonry screw 1 A21, A23, A33, A34, A35, A44 Angles 1 BT, BTB. BTH Brick Ties greater than3-9116" O s` >` O 2 APA21, APA4, APAB, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14, CMSTCiS Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1.7/8- t0 3- C Q 3 APB44, APB44R, APVB66, APB66R, APB88. APWSIR, APB1010. APB101 OR. APVB44, Outdoor Accents Post Bases 3 CS14, C516, CS18, CS20, C522 Coiled Straps 5/8" and heights ranging from 9-114" to 16 O ILL _ FL49SWRO APVB44R. APVB66, APVB66R, APVB88, APVB88R, APVB1010, APJB101 OR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25SDS, LGU3.63SDS, LGU5 25-SOS Face -mount hangers CU O -1.- �� iCU 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 Compressionrrension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers M -0 O Sea # Product Model. Number or Name Product Description APVDJT2R 8 8 DSP, SSP, TSP Stud to Plate be 15 LUC28Z, LUC21 OZ Face -mount hangers ,- E Q 1 SD70112DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, H3, H6, H7Z, H16, H16S, H16-2, H16-2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9116" to 4- D L Q 2 SD9112, SD9212; SDi 0112, SDI 0212 Strong -Drive SO Connector Screw 8 APL4, APL8, APT4, APT6, APVL4, APVL6, APVT4. APVT6 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tied~ 5/8" and heights ranging from 3" to 10-15116' �� O M Q 3 5D9112SS, SDIi'212SS Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH2eR, APLH210, APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.63-SUS, MGUS.25-SOS, MGU5.50-SDS, MGU5.62-SDS, MGU7.00-SDS Face -mount hangers IM � ' ^ ) 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22856, SDCF221014. Strong -Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1.5, HSS2-2-SDS3, HSS2-3-SDS3, HSS4SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from 1-9116" to 5- _ V SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 CBT2Z. CBT4Z Concealed Beam Ties 11 HST2. HST3, HST5, HST6 Straight Straps 118" and heights ranging from 6-15116" to 19-1112'. 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HrS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQ16KTZ, HTS020KTZ Heavy Twist Strap 20 SUR, SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614 SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9/16" to 39/18' and heights ranging from 3.1118'to 13514". 7 SDS25112. SDS25134, SDS25200, SOS25212, SOS25300, SDS25312, SDS25412 Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4, FC6 Framing Clips 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21. LSTA24, LSTA30, LSTA38 Straight Straps Concealed flange version (SURC, SULC) available for all double 2X and 4X models; on ly acute flange is concealed. SDS25500, SDS25000, SDM58M 14 FWANZ Foundation Wall Angles 16 LST149, LSTI73 Straight Straps tt'r1 8 SDS25112SS, SOS252OOSS, SDS25212SS, SDS25300SS. SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1. GA2 Gusset Angles 17 LTB20, LT640 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9/16" to CV 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, H1OA-2, H10S, H14, HGA10 Hurricane Ties 18 LTS12, LTS16, LTS18, LTS20 LghtTyvWStrap 8'and heights ranging from 2-5/8"t0 11-114" N 17 HCJTZ Heavy Concealed Joist Tie 19 MGT MediumGaderTiedown G 18 HH4, HH6 Header Hangers 20 MST27, MST37, MST48, MSTOO, MS772 Straight Straps ._ FL#10007-RB 19 KBSIZ Knee -Brace Stabilizer 21 MSTA9, MSTA12. MSTA16, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36. MSTA49 Straight Straps FL#10667-R6 y -p 20 L30, L50, L70, L90 Angles 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps C3 W ea X Product Model. Number or Name Product Descrintian 21 LCE4 Post Cap 23 MSTC4883, MST086133 Pre -Bent Straps b8salt Product Model. Number or Name Product Description = CL o 1 ATR318, ATR11Z ATR5/8. ATR314 Threaded Rods 22 LS30, LS50, LS70, LS90 Skewable Angles 24 MSTI2e, MSTI36, MSTI48, MSTI60, MST172 Straight Straps 1 BA series hangers Top Hangs hangers available in widths ranging from 1-9116" to 7- cc v � 2 ATUD5, ATUDO-2, ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTSi6, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 118" and heights ranging from 7-118" to 30". c co X� 3 BP3/8-2, BPI/2, BPI/2-3, BP5/8-2, SPr518-3, BP314, BP314-3, BPRTUD3-4 Bearing Plates 24 LSSJ26LZ, LSSJ26RZ, LSW281-Z, LSS128RZ, LSSJ21OLZ, LSSJ21ORZ Field Adjustable Jack Hanger 26 NCA2x10.12, NCA2x12-12, NCA2x8-16, NCA200-16, NCA202-16 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- _ ro o 4 CNW318. CNWlt2, CNW518, CNW314, CNW5J8-112, CNW3/4-5/8 Coupler Nuts 25 LSSR1.81, LSSR2.1, LSSR2-37, LSSR2.56, LSSR210-2, LSSR410 Field Adjustable Slopeable/Skevvrable Hanger 27 RCW812, RCW814 Wall Bracing 118" and heights ranging from 9-114" to 24". tn -o c to 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTUD77, CTUD87. CTUD88, CTUD97, Coupling Take -Up Device 26 LTP4, LTP5 Tor Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widtha ranging from 1-1/7'to 3- a d`4 �ac CTUD98, CTUD99 27 ML23Z, ML24Z, ML28Z, ML28Z, ML21OZ Angles 29 RSP4 Stud to Plate Connector 518" and heights ranging from 7-114" to 24" as 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SP1, SP2, SP4, SP6, SP8 Said Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3/4" to 3- 7 RTUD3, RTU038, RTUD4, RTUD4B. RTUDS. RTUDB, RTUD7, RTUDB Ra[cheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPHB, SPHB Heavy Stud Plate Tie 5/8"and heights ranging from 9-I/4" l0 24". m v Q I 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26-2, MMLU28, MMLU28-2, MMLU210, MMLUI211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoo 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5.1/4" to 8- 3 3 i 9 TUW38 Take -Up Washer 31 RBC. RBCP Roof Boundary Clips 33 ST9, ST12, ST18. ST22, ST292. ST2122, ST2115. ST2215, ST6215, ST6224, ST6238 Straight Straps 7/8" and heights ranging from 11" to 32-1I7'. pa u 10 URS3 3/8" Uplift Rod Run Tiedown System 32 RST-3 Roof Te-Down 34 TB20, TB27, TB30, T1336, TB42, TB48. T654, TB56, TB60 Tension Bridging 6 EGQ series hangers Top flange hangers available in widths ranging from 3.518" to 7- 1/4" heights from 11-114" to 37' 00y j = 11 URS4 112" Uplift Rod Run Tledown System 33 RTC22Z, RTC42, RTC2Z; RTC44 Rigid Tie Connectors 35 TWB10, TWB12, TWB14 Wall Bracing and ranging - 12 UR55 5/8" Uplift Rod Run Tiedown System 34 STC. STCT, OTC; HTC4 Truss Clips RS 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers 9 Saddle hangers available in widths ranging from 3-1/4" to Fr76' 9 9 9 to CL C E 13 URS6 314" Uplift Rod Run TiedOwn System 35 TJC37, TJC57 Truss Jack Clips 37 WB108. WBiOBC, WB128, WB128C, WB143C Wall Bracing and heights angi g from 8 1!2" to 28". o 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTY series hangers Top Flange hangars available in widths ranging from 3-114" to 7- d 1/6" and heights ranging from 11" to 37'. FL#10441-RB FL#10531-R5 9 HB series hangers Top flange hangers available in widths ranging from 1-9/18" to 7- FL#10447-RS 112" and heights ranging from 8" to 30" §gQ;it Product Model. Number or Name Product Description -o # Product Modal. Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-1 PV to 8-718" 1 DTT2 Hold-down See # Product Model- Number or Name Product Descrldtlon 1 C13H2.37x5.5, CBH2.37x7.63, CBH2.37x9.75 Concealed hangers and heights ranging from 10-1/2' to 28". 2 HDC10/4, HOC10/22 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, OHUTF series hangers Face -mount (DU, DHU) and top -flange (DUSTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114" to 8- 3 HDQ8, HHDQ11, HHDQ14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3, DSC5R-SDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1.9/18'to 3-9116" and heights 7/8" and heights ranging from 7-117'to 37'. 4 HDUZ HDU4. HDUS. HOU8, HOW 1, HOW 4 Holed -down 3 GBC Gable Brace Connector ranging from 9.118" to 23-15118"- 12 HGLTV series 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 HQ Corner Plate 3 HGU3.63-SDS, HGU5.25-SDS, HGU5.50SDS, HGU5.62SOS, HGU7.00-SDS, HGUZ25- Face -mount hangers 118" and heights ranging from f 4" to 33" 6 ISTHD8, LSTHDBRJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2. HHRC411 81, HHRC44, HHRC5.2513.2& HHRC5.373.1Z Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 25/16" 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 MPAI32, MPAI44 Strap -style purlin anchor 6 HRC1.81, HRC22 Hp Ridge Connector 318" and heights ranging from 5-5116" to 12-7/8". 14 HUSTF series hangers Top flangejeist hangers available in widths ranging from 3-118"to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25SDS, HHGU5.50-SDS, HHGU5.62SDS, HHGU7 00-SDS, HHGU7.25SDS, Face -mount hangers 3-Wl6' and heights ranging from 5-318" to 13-1/8". 10 PA118, PAI23. PA128. PA135 Strap -style purlin anchor 8 LSU25, LSSU28. LSSU210 Light Slopeable/Skewable U Hanger HHGU9.00-SDS 15 HUTF. HUCTF series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 11 STHD10, STHDi 0RJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26-2, HHUS28.2, HHUS210-2, HHUS413, HHUS48, HHUS410, HHUS5.5011Q Face -mount hangers 1/2" and heights ranging from 3-7116'to 15". Concealed flange 12 STHO14. STHD14RJ Strap -style hold-down 10 TC24. TC26. TC28 Truss Clip HHUS725110 version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218.2, THA222-2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 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 1/8" to 5.118" and heights ranging from 4314" to 15-3r4". 18 HWP series hangers Top flange hangers available in widths ranging from 1-9/1 6" to 7- 12 THA11.81122, THAl2.06122, THAI2.1/22, THA1222, THAI322, THAI3522, THA1422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available for all 1/8" and heights ranging from 5-318" to 26' 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 1-9/16" to 7- 14 THJA26, LTHJA20, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU28-2, HTU210.2 Face -mount hangers 1/2" and heights ranging from 5.3/8" to 37'. 15 THJM2-4SDS3, THJM2-5SDS3, THJU28, THJU28-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9/1e" m 7- 18 ITS series hangers Top flange hangers available in vddths ranging from 1 -9/1610 3- 16 TSBR2-24 Truss Spacer -Restraint 112" and heights ranging from 2-7/8" to 19.114". Concealed flange 618" and heights ranging from 9.1 /8" to 16' 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 JB series hangers Top flange hangers available in width of 1-9/16" and heights 18 VTCR Valley Truss Clip greeter than2-9116" ranging from 5-3/8"to7.1/4" 10 HUC01 81/9SDS, HUOQ1.81/11SDS, HUCQ210-2SDS, HUCQ210-3-SOS, HUCQ310- Face -mount hangers 20 JSA series hangers Top flange hangers available in width of 1-9116" and heights SIDS, HUC0410-SDS, HUCQ412SDS, HUCQ5.25/9SDS HUCW.25/11-SDS, HUCQ610- ranging from 93/16"tn 13-118" SDS, HUCQ612-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 125012020 EZ= Simpson Strong -Tie 2020 FBC Approved Products Updated 12/7012020 EffyMe", Simpson Strong -Tie 2020 FBC Approved Products Updated 12rM=0 E'er Simpson Strong -Tie 2020 FBC Approved Products Updated 12r,0/2020 ® For direct Inks to ell SST approvals listed below, CLICK HERE ® For direct Inks to all SST approvals listed below, CLICK HERE. For direct Inks to all SST approvals listed below, CLICK HERE. For direct Inks to all SST approvals listed below, CLICK HERE. . For additional information regarding Florida's Statewide Product Approval System and Mari -Dade County Notice of Acceptance (NOA), ri Ir-K HFaF - For additional information regarding Florida's Stateside Product Approval System and Mami-Dade County Notice of Acceptance tNOA), rr ire J" For additional information regarding Florida's Statewide Product Approval System and Maml-Dade County OA), g hJ . Notice of Acceptance (NQ4� For additional information regarding Florida's Statewide Product Approval System and Marra -Dade Canty Notice of Acceptance (NCA), CUCK HERE, 21 LB series hangers Top flange hangers available in width of 1-6116" and heights FL#11468-R5 18 SRBV1.56, S/LBV1.81, S/LBV2.06, S/LBV2.37, SRBV2.56, S/LBV2.68, SILBV3,12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-318" to 15-118". S1LBV3.56, S/LBV3.62, S/LBV4.08; S/LBV4.12, SILBV4.28, S/LBV4.75, S/LBV5.50 6 Strong -Bolt 2 (ST82, STB24SS, ST82.6SS) Strong -Bole 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9/16" and heights Product Model. Number or Name product Description 19 SILTT20, SiDTT2Z, SMT714, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3/16" to 13-1/8" 1 HHUS210-3, HHUS2104 Joist Hanger 20 S/MST80, W STI2 Straps 118 mil (10 go) 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THD-HBSS, THD-CS, THD-CS8SS) Titian HO Heavy Duty ScrewAnchorfor concrete and masonry 23 LEG3. LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 2 HRS6, HRS8. HRS12 Strap Ties 21 SP4, SP6 Stud Plate Ties available with hex head In carbon steel and Types 304 and 316 7/8" and heights ranging from 9" to 33-1Y2' 3 HUCQ210-2-SDS, HUCQ210-3-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 5-1/4" to 6- 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, OTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to 32-117' 5 THGQ2SDS3, THG03SDS4.5, THGQH2SDS3, THGQH3SDS4.5, THGQH4-SDSG Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HO Rod Coupler (THD37634RC, THD50934RC) Titan HO Threaded Rod Coupler for concrete 25 MIT sense, hangers Top flange hangers available in widths ranging from 1-9116" to 5- 6 THGW3-3, THGW34, THGW4-3, THGW4A Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB25158RH, THDW7158RH. THD37212RH, Titan HD Threaded Rod Hanger for concrete 1/8" and heights ranging from 9-114" to 24' THD50234RH, THD10212RH) 25 PF, PFB, PFOB, PFOSS series hangers Top flange hangers available in width of 1-9/16" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-318" to 7-1/8" FL#11473-R5 F1.913904-115 (D 27 RR Ridge ratter connector 28 WP series hangers Top flange hangers available in widths ranging from 1.9/16" to 7- §,$9,9 Product Model. Number or Name Product Description cjW Product Model. Number or Name Product Desorption FL#16230.R8 118" and heights ranging 9-114" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.62-SDSHDG, CCQM4.82-SOSHDG, CCQM5.50-SDSHOG, CCTQM3-62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.82SDSG; CCTQM5.50-SDSG, CCCOM3.82SDSG, COCQM4.62-SDSG, Product Modal. Number or Name Product Description 3 H10, 1118S, H18-2, H16-23 Hurricane Tie CCCOM5.50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10860-RS 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLQM4.62G-KT, ECCLQM5.50G.KT, ECCLLOMD3.62G-KT, Masonry Pier Caps 2 ET -HP Er -HP Epoxy Adhesivefor masonry 5 HETALI2, HETAL1e, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT. ECC.LLQMD5.5OG-KT, ECCLRQMD3.62G-KT, ECCLROMD4.620- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry 5M # Product Model. Number or Name Product Description 6 HGAM10, HMO Masonry retrofit connectors KT, ECCl_RQMD5.50G-KT 4 Strong -Bak 2 (STB2) Strong -Bit 2 Wedge Anchor for masonry }, 1 ABA44, ABA44R, ABA46, ABA46R, ABA86, ABA66R 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 Titan 2 (TTN2) Then 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ABU46. ABU46R, ABU5.5, ABU5-6 ABU65, ABU66, A13U66R, ABU88, Adjustable Post Base 8 LGT2, LGT3-SDS2.5, LGT4SDS3 Girder Tiedown 4 LGUM26-2, LGUM26.3, LGUM26-4, LGUM28.2. LGUM28.3, LGUM28-4. LGUM210.2, Masonry Beam Hangers 6 Titan HD (THD-H4SS, THD-HBSS, THD-CSBSS) Titan HD Heavy -Duty ScrewAnchdr for concrete available in 304 ABU88R, ABU1010. ABU1010R, ABU1212, ASU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM2104, LGUM46. LGUM48. LGUM410 or 316 stainless steelw6h hex head, and 316 stainless steel with 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7-7 Adjustable Post Base 10 META12, META16, META18, META20, MSTA24. META40 Embedded Truss Anchor 5 MBHA3.12l9.25, MBHA3.12/1125. MBHA3-56i7.25, MBHA3.56/9.25, MBHA3.56/11.25. MSHA3.56111.88, MBHA3.56/14, MBHA3,56118, MBHA3.56/18. MBHA5.5017.25, Masonry Top Flange Beam Hangers 7 Titan Turbo countersunk head. Titen Turbo Screw for - w V, 4 AC4, A04R, ACE4, AC6, ACBR, ACES Post Cap 11 MSTAM24, MSTAWO, MSTCM40, MSTCM60 Strap Tie for Masonry (TNT) Anchor concrete or masonry 5 BC4, BC46. BC4R, BC6. BC6R, BC8. BCS2-2/4, BCS2-3/6 Post Cap 12 MTSM16, WSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5.50l9.25, MBHA5.50/1125, MBHA5.50/11.88. MSHA5.501`14. MSHA5.5&18, 6 C044, C848, C848, CB68, C1388 Embedded Column Base MBHA5.50118 7 CBSQ44-SDS2. CBSQ46-SDS2, CBSQ66-SD52, CBSQ86-SDS2, CBSQ88-SDS2 Embedded Column Base a MBHU3.561g.25, MBHU3.56/11.25, MBHU3.56111.88. MBHU3.56114, MBHU3.56/16, MBHU5.5019.25, MBHU5.50M 1.25, MBHU5.50111.88. MBHU5.50/14, Masonry Beam Hangers FL#16837-R3 8 CC, ECC, ECCU Series Boiled column caps with W1 ranging from 3-14' to 9-112- and FL#1 f496-RS MBHU3.56/1B, W2 ranging from 3-5/8" to 7-112" MSHU5.50/18, MSHUS.50/18 §W Product Model. Number or Name Product Description CIO O 9 COO-9DS2.5, ECOQSDS2.5 Series Screwed column caps with WI ranging from 3-1/4" to 9-1/2' and gsa # Product Model. Number or Neme Product Description 1 X34810165K, X1 S1016, X181018-4K, XQ1 S1016, X0181016-4K #10.16 Strong -Dave X Metal Self -Drilling, Tapping Screws with #3 L W2 ranging from 35/8" to 7-112" 1 DTT1 Z Deck Tension Tie Drill Point � Q 10 CPT44Z, CPTBeZ, CPT88Z Concealed Fleet Tie Base 2 HD12, HDi9 Baked Holdowns FL#13975-RO 2 XLQiI4T1224, XLQ I 14BI 224.2K #12-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping ^ 11 12 EP844A, EPB44, EP646, EPBW EPS4Z Embedded Post Base Embedded Post Base 3 4 H03B, HD513, HD7B, HD98 HTT4, HITS, HTT5-314 Bolted Holdowns Tension Ties Seg 1! Product Model, Number or Name Product Description 3 XMQI14S1224, XM01 14B1 224-2K Screws with #5 Drill Point and Large Diameter Hex Washer Head #12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, O 13 LCB44, LCB66 Embedded Column Base 5 LTT19, LTT20B, LTT131 Light Tension Ties 1 SDW22300, SDW22338, SDW22438, SOW22458, SOW22500, SOW22600, SOW22638, S7ong-Drive SOW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPC6Z Light Post Cap SDW22834 4 X01I4S1224, XQ11481224-2.5K X114S1224, XQ112S1224, XQ112B1224-2K #12-24 Strong -Drive Drive X Metal Self-Drillin Tapping 9- 9• PPing Screws with f!<i Drill Point v 15 MP844Z, MPI368Z, MPB88Z Moment Post Base 2 SDWCi5450: SDWC15800 Strong -Drive SDWC TRUSS Screw 16 PB44, PB44R, PB46, PB66, P866R Embedded Post Base FL#13626-R5 3 SDWH193OODB, SDWH19400DB, SDWHIDSOOD6, SDWH19800DB, SDWH1910DODE Strong -Drive SDWH TIMBER-HIXSorew 5 XU34SI016, XU34B101O-5K #10-16 Strong-Dnve XU Metal Self -Drilling, Tapping Screws with 17 PBS44A, PBS46. PBS66 Embedded Post Base 4 SDWH274ODG. SDWH27000G. SDWH278000, SDWH2710ODG, SDWH27120OG Strong -Drive SDWH TIMBER -HEX HOG Screw #1 Drill Point 18 P6V6, PBV10 Round Post Base Sea # Product Model. Number or Name Product Description Botts 5 SDWS16212, SDWS116300, SDWS16312, SDWSI0400 SDWS22600. Strong -Drive SOWS FRAMING Screw, Strong SOWS TIMBER Screw Grade) O 19 PC44-18, PC46-16, PC48-18, PC64-16, PC8616. EPC44-16. EPC46-15, EPC48-15, Post Cap 1 SB5/8x24, S8718x24, S81x30 SS Anchor 5 SDWS19800, SOWS19712 SDW522400,SOWS22500,SOWS22512, -Drive (Intenor EPC84-16 EPC66-18 2 SSTB16, SST620, SSTB24, SSTB28, SST834, SSTB36, SSTB1 SL, SST820L, SSTB24L. SSTB Anchor Botts SDWS22800, SDWS22900, SDWS221000, SDWS221100, SDWS221200, SDWS221500 FL#E3320-110 L 21) PC4Z, PC4R7, PC8Z, PCBRZ, PC8Z, PC8RZ. EPC4Z, EPC4RZ, EPC13Z, EPCBRZ, EPC8Z. Post Cap SSTB28L 7 SDWS22300DB. SDWS224000B, SDWS225000B. SDWS228000B, SOWS22800DB, Strong -Drive SOWS TIMBER Screw (Exterior Grade) EPC8RZ SDW8221000DB Sea # Product Model, Numberor Name Product Description 21 PPB44-4Z, PPB44-6Z Post Base 8 SDWS22312DBB, SDWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSCB43.5, DSSCB46, DSSC848, DSHS Bypass Framing Drift Strut Connector n' 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS2730OSS, SDWS27400SS, SDWS2750OSS, SDW82760OSS, SDWS27800SS. Strong -Drive SDWS TIMBER SS Screw 2 FCB43.5, FCB45.5, FC947.5, FCB49.5, FCB411.5 Bypass Framing Foxed -Clip Connector '^v SDWS271000SS, SDWS27120OSS 3 FPHSO34S1018, FPHSO3401018, FPHSD34B1018-5K. FPHSD34S1214, #10-18 and 4112-14 Strong -Drive FPHSD Framing-to-CFS Self- V I 3eo X Product Model. Numberor Name Product Description 10 SDWV13400 Strong-DriveSDWV SOLE -TO -RIM Screw FPHSD34B1214, FPHS1D34B1214-5K Drilling. Tapping Screws FL#10866-R5 1 CMST12, CMST14, CMSTC16, CS14, CSt6, C518, CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4.25, LSFC8.25, 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 ga) 5 LSSC4.25, LSSC6.25, SSC2.25, SSC4,25, SSC6,25: MSSC2.25, MSSC4.25, MSSC8.25, Steel Stud Connectors �••�a 4ygy jf Product Model. Number or Name Product Description MSTI48, MS'TI60, MSTI72, S/MST27, SlMSi37, SlMST48 MSSC4.25KW, MSSC6.25KW 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28. HTS30, HTS30C Heavy Twist Straps Ft_915363-11113 6 RCKW3, RCKW5.5, RCKW7.5, RCKW3S. RCKW5.5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA38, LST149, LST173, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 go) 7 SC843.5, SCS45.5, SCS47S, SCB49.5, SCB411.5. MSCB45.5, MSCS47 5 Bypass Framing Slide Clip Connector 3 GH46-6, GH46-8, GH48-6, GH48-8, GH4105, GH410-8. GH66-6, GH66-8, GH68-6, GH68- Girder Hanger 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122. ST2115, ST2215 Straps 33 mil (20 go) §gy1 Product Model. Number or Name Product Description 8 SCS32.5197, SCS62-5/97, SCS82-51118, SCS82-51118 Bypass Framing Connector ■ 8, GH610-6, GH61 D-8 a LSUBH325, SUBH3.25, MSUBH325 Bridging Connector 1 AS 18, AS 18S5; AS i 8S8 18 ga. Truss Plates 9 SCW3.25, SCW5.5 Head -of -Wall Slide -Clip Connector r 4 GLB5A, GLB56, GLB5C, GL85D, GLB7A, GL67B, GLB7C, GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plata 10 SJC8,25, SJC10.25, MSJC8.25, MSJC10.25 Steel Joist Connectors L� 5 GLST512, GBLT612, GLBT516, GBLT616, GLBT52O, GBLT820 Glulam Bearing Plata 8 LTS12, LTS16, LTSi8. LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate I SS83.518 Bypass Framing Slide -Clip Strut Connector O ICU 6 HGLBA, HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Plata 9 MSTA30, MSTA36, ST6215, ST6224, ST9, ST12. ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 go) 4 ASHP Hinge Plate Connector 12 XLSH3461414, XLSH7881414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HGT-3, HOT-4 Heavy Girder Tredown 10 MSTC66, MSTC78; ST8238 Straps 88 mil (14 go) Screws w 8 UFPi0SDS3 Universal Foundation Plate 11 M7rS12, MTSiS, MTS18. MTS20. MTS30, MTS24C, MTS30C Medium Twist Straps 13 X01Si018, XQ1 B1016-4K, X01S1214, X01B1214-3 SK, X078SI224, XQ7861224-3K, #10-18 #12-14. and #12-24 Strong -Drive X Metal Self -Drilling, 2 9 URFP Universal Retrofit Foundation Plate 12 SBi.55, S/81.81, SB2.06, S/62.37, SJB2.56, SIB2.66, S/B3.12, S183.56, S/B3.62, S1B4.06, Top Flange Joist Hangers FL#13730-R4 XQ1I4S1224, XQ114131224-2 5K, XQ112SI224, XQ112BI224-2K. X346101"K. XIS1016, X1B1018-4K, XiS1214, X1Bi214-3.5K Tapping Screws SIB4.12, SI84.28, S,B4.75, S/B5.50 Z 13 SaA2.1218, SiBA2.12/10. SMA2.12/12, S/BA2.112/14, SIBA4.18/8, S/BA4.18/10, Top Flange Joist Hangers JW Product Model. Number or Name Product Descrction SBA4.18/12, SIBA4.18/14 1 ET -HP Adhesive Anchor for concrete Z 14 S/H 1A Hurricane Tie 2 GAC, GDP, GDPM-50, GOPM-75, GDPM-100, GOPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies Q 15 S(HD88, VHD8B, S/HD10S; SfHD10B, SIHD15S, SIHO15B Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies 16 S(HDU4, S/HDU6, S1HOU9, S/HDU11 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLOPA, PTRHA3, PTRHA4 J 17 S/JCT, S(HJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete n- SHEET NO. March 6 2023 PA 1.3 MIAM! 3UAM-DA►DECOUNTY ram PRODVCTCONIMOL SECTION 11905 SW lei sraeK PA)m 208 DEPARTMENT OF REGULATORY AND LC4N0AUC RE.ESOtTR ES OUER) Munn, FLrade 33175 2474 BOARD AND CODE A►DAZEKISTRATIONDIYISFO!t T (796) 315-2590 F CW) 315-25" NOTICE OF ACCEPTANCE {NOA) wwwMiam itadc mocenms PGT Industries, Inc. 1070 TechncdlaaV Drive, North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of c onstructionmatetsals. The documentation submitted has been reviewed and accepted by hfiami-Dade CountyRER-Product Control Section to be used m Mearuii Dade Comy and odlit rr areaswhe m allowed by the Auihwly HaF WgJurisdiction (AM. This NOA shall notbe valid after the expiration date statedbeioru_ The Miami -Dade County Product Control Sectian (In Miami Dade County) an,&orthe AM (in a solherthanMiamiDade Count-y-) reserve the right to have this product or material t3estedfor quality assurance putposes. If dus product or material fails to p ed rm in the accepted manner, the m-aurdachm will incurtheexpense ofsuch testing and the AMmay imn ediatelyrevoke_modify.or suspend the use of such product or ma*rW within dteir jurisdiechan. RER reserves the right to revoke this acceptance. if it is determined by NLu2i-Dade County Product Control Section that this pmdoct or material fails to meet the requirements of the applicable building code_ This product is approved as described herein andhas been designed to comply wish ehe Florida Building Code. including the High Velocity Hnmesne Zome DESCRI MON: Series "5{70/2 770" Vinyl Slag Glass Do" (Reinforced) wtwo 90a.Sr 13.59 corners-L.. J. APPROVAL DOCUW T: Drawing No. '_NED-5570.0 Rey B, titled "Vinyl Sliding Glass Door NOA {i.I►1)'-, sheet 1 through 21 of 21, preparedby mat afiwtarer, dated t Ot05,' 15 and last revised on 02JO1/21, signed and sealed by A. LymD Miller, P.E.. bearing the Miami -Dade CountyProduct Control Revision stamp with the Notice of Acceptance number and expiraion date by the '.l�IiamiDade County Product Control Section. Nf1SSILE LW ACT RATLNG: Large a a d SmaD I issile Impact Resistant Limitations: 1 _ See table 1 (sheet ) and table 2 (sheet D for applicable SGI) unit sizes, design pews- es, reinforcements types - glass types. sill riser (see tables B-1 & B-2. sheets 7-8) and anchor layout sheets requirements in 11 thru 16. 2. Rigid White PVC. Tan (Non -white) Rigid PVC andBromm coated (Pained orlam inxted)white Rigid PVC to be labeled per referenced NOA's requiremems. 3. Egress operable doors must comply with min clear width or height per FBC requirement as applicable. 4. Pocket walls under separate approval, to be revievredby Budding official L ABEIX iG: Each unit shag bear a pennanent label with the man dhcrunefs name or logo. city. state and series and following statemer8: "I iianvi-Dade County Product Control Approved noted herein. RENEWAL of this NOA shall be comdered after a renewal application has been filed and there has beenno change in ihe applicable building code negatively affecting the performance ofthis product TERA1W ATION ofthis NOA will occur after the expiration date or if these has been a revision or change in the materials, use. an d;'or matuiacture ofthe product or process. Misuse ofthis NOA as an endorsees of any product, for sales. advertising or any otherputposes shall automatic airy termite this NOA. Failure to complywith any section of this NOA shalt be cause for termination and removal of NQA. ADE'ERTISir��T: The NOAnua m preceded by the words Miami Dade County: Florida, and follm-ed by the expiration date maybe displayedinadvwfisingliteraiure. If anyportionof the NOAis displayed, then it shall be done in its entirety_ Ly SPECTIO'4: A copy ofthis entire NOA shall beproi ided to the user byte manufacturer or its dirt fttors and shall be available for inspection at the job site, at the request of the Building Official. This NOA revises & renew NOA#20-0429.05 and co nsi sit of thispage 1 and evidence pages E- 1. E-2. E-3. E-4. E-S & E-6 as well as approval document mentioned abosie. The submitted documentation was reviewed by Ishaq L Cbanda, P.E. NOA No. 21-0205.53 tnAMM t tSkit(tY Expiration Date: April 14, 2026 Approval Date: March 25, 2021 Page 1 PGT Industries, Inc. NOTICE OF ACCEPT INCE: ENZDF_NCE SUBIIffIM 2. Eiddence Submitted under previons submittal A. DRAWINGS I. Drawing No. Deb-5570.0 RerB, titled -Vinyl Sliding Glass Door NOA (L Iy', sheets 1 through 21 of 21, prepared by manufacturer. dated 10.05115 and last revised on 04r"2120, signed and sealed by A_ Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration. Test, per FBC. TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC. TAS 202-94 4) Lange Missile Impact Test per FBC. TAS 201-94 5) Cyclic Wind Presmm Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of all PGT Industries, Inc. representative hilts listed below and tester] to qualify Dowsd 791 and Dowsil 993 silicones. prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-7897, PGT PR15520 PVC Fixed Window (unit 6 in proposal), dated 09,03114 FTL-20-2147.1, PGT SGD780 Ahmrirnsm Slum Glass Door (unit 7 in proposal) FTL-20- 2107.2, PGT CA740 Alum Outswing Casement Window (unit 8 in proposal) FTL-20- 2107.3, PGT P %7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4. PGT PWr7620A Aluannum Fixed Window (unit 10 in proposal) dated 07113/20, all signed and sealed by Idalnlis Ortega. P.E. C. CALCLT ATION S 1. Anchor verification calculations and structml analysis, complying with FBC 7* Edition (2020). dated 04P22,20, prepared by manufacturer,- signed and sealed by AnthonyLynnlViiiles. P_E_ 2. Glazing coempliex with ASTME1300-04, -09, 42 and -16. D. QUALITY ASSURANCE Miami -Dade Department of Regulatory and Economic Resources (RER). E. M- ATERLAL CERTMCATIONS 1. Notice of Acceptance No.19-03055.02 issued to Kuraray- America, Inc. for their `'Trosifott Ultra►clear, Clear, and Color PVB Glass InterlayerS , expiring on 07l0$I24. 2. Notice of Acceptance No.17-M3.02 issued to Kuraraty America, Inc. for their "Sentn:Ghv1(Clear and White) Glass Interltyeil". apiriag on 07)N 3. 3. Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Limited for their Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for 'i1 endows and Doors", expiring on 0930124. 4. Notice of Acceptance No_ 18-1106.11 issued to Vision Extrusions Limited for their series "VE 1000 Tan 202 and fighter shades (Non --White) Rigid Cellular PVC Exterior Extrusions for Windows and Doors". expiring on 12,129/21. t Ishaq L Chands, P.E. Product Control Unit $uperriaor NOA NO. 21-8205.03 Fi*ratioaDate:April 14, 2026 Approval Date: March US, 2021 E -4 -6-0 W Cl) j (L) U PGT Industries, Inc. PGT Lulustries,]Inc, N 2 NOTICE OF ACCEPTANCE: EiTDENCE SUMMUTED PGT Industries, lint. NOTICE OF ACCEPTANCE; EN-- I)ENCE St}BIBITED p CID Q p O CU a, NOTICE OFACCEPTANCE: EVIDENCE SLTB3III TED . ' ^' 4F0 ^W W to -1-.1. Evidence submitted under precious N OA AI: D. QUALM ASSLTILLNCE a � cD co A. DRr1WZ'�GS B. TESTS (continued) 1. Miami Dade Department of Regulatory and Economic Resourm (R ER)_ N -p U p -0� 0 t _ Manufaciurees die drawings and sections. 5. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 0 . L (D 0 p- C= � (Subnritled under h'O 4 & 11-0107. 04) 2) Uniform Static Air Pressure Test, per FBC. TAS 202-94 E. MATERLAI, CERMCATIONS LL. 2. Drawing No. 3,M-5570.0, titled -Vinyl Sliding Glass Doan NOA t�"J ', sheets 1 3) Water Resistance Test, per FBC, TAS 202-94_ 1. Notice of Acceptance No. I5-4328,14 issued to Vision Extrusim Limited for their a = }, through 21 of 21, prepared by mannufacturer. dated 10-105115. with recision A dated 4) Large Missile Impact Test per FBC, TAS 201-94 ' 11kite Rigid PVC Exterior Extrusions for Windows and Doors". dated 08/ 13/15. Co O > � 04105/17, Aped and seabed by A_ Lyra Miller, RE. 5) Cyclic Wand Pressure Loadingper FBC, TAS 203-94 expiring on 0930119. N N 6) Forced Test. per FBC, TAS 202-94 2. Notice of Acceptance No. I6-0920.08 issued to Vision Extrusion Limited for their ' 171 � p . to �G C,B. U TESTS along with marked-W drawings and installation diagram. of vinyl sliding glass door; prepared 1000 Tan 202 and lighter Shades Non-MThite) Rigid. PVC Exterior Extrusions for I.- .�_ � Q 1 _ Test report on 1) Uniform Static Air Prime Test, per FBC TAS 202-04 by Fenestration Testing Lab. Inc., Test Report No. In 85#9, dated 11 W/15, signed and Windows and Doors", dated 12 '08116. expiring on 12�29.21. 2) Large Missile Impact Test per FBC_ TAS 201-94 sealed by Idalmis Ortega, P. E_ (Test report revised on 12"04!15 and 02r'1 V16) 3. Notice of Acceptance No.1_5-0528.15 issued to Vision Barusion Limited for their 3) Cyclic Wind Pressure Loading per FBC_ TAS 203-94 6. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 Brown Coated (Pamted or Laminated) note Rigid PVC Exterior Extrusions for along with marked -up drawings and installation diagram of wayl sliding glass door, prepared 2) Uniform Static Air Pressure Test, per FBC. TAS 202-94 Windows and Doors", dated OSr'13i15, expiring on 09l30.119_ by Fenestration Testing Lab, Inc., Test Report No_ FIT, 8717, dated 11V715- signer] and 3) Water Re iistance Test, per FBC, TAS 202-94. 4_ Notice of Acceptance No_ 16-0712.02 issued to ENERGI Fenestration Solutions USA, o sealed by Idalmis Ortega, P. E. (Test report revised on 02115116 and 02 214.F 16) 4) Large Missile Impact Pest per FBC, TAS 201-94 Inc. for their "TAN 3040 and Lighter Shades (Non -White) Rigid PVC Exterior 7 2. Test report on I) Air Infiltration Test, per FBC, TAS 202-94 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 Extrusions for Windows and Doors" dated 09i 15I16_ expiring on 0200C21. 2) Uniform Static Air Pressure Test_ per FBC, TAS 2(294 along with marked -up drawings and installations diagram of vinyl sliding glass door, prepared 5. Notice of'Acceptance No.16-4712.04 issued to ENERGI Fenestration Solutes USA, J W 3) Water Resistance Test, per FBC. TAS202-94- by Fenestration Testing Lab- Inc., Test Rrport No. FIT, 8552, elated 1.:OVI5, signed and Inc. for their "Bronze and Lighter Shades of Cap Coated Rid PVC Exterior =D g 4) Large Missile Impact Test per FBC, TAS 20194 sealed by Idalmis Ortega, P. E_ (Ilest report revised on 0215a?016) Extrusions for Windows and Doors" dated 09115116, egg on 04116;20. mCIQ 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.16-0712.03 issued to ENERGI Fenestration Solutions USA, o a 6) Forced Entry Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 Inc_ for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated „ N INCalong withmarked up drawings and installation diagram ofvmyl sliding glass door, d 3) Cyclic Pry Loading per FBC, TAS 203-94 Wind 08/1017. expiring on 02r28118. �' by Fenestration Testing Lab, Inc., Test Report No_ FTL 8546. dated 11416i15_ signed and along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared 7. Test raeports No(s). 10-002492(A), 10-06-M0527- 535753-09_ per ASTM E-S4. 2 �_ sealed by Idalmis Ortega, P_ E. (Test report revised on 0110446 and 024 1, - 16) by Fenestration Testing Lab_ Inc.. Test Report No. FTL 6638 (samples A-1 thru A-22). dated ASTIVD 1929 and ASTUD-635. issued by EXOVA to Vision Extrusion for cellulosic 3 3 ;c 3. Test report on 1 Art Infiltration Test, per FBC, TAS 20294 }- � r 11,19r10, signed and sealed by Jorge A Canso. P. E_ (Srtbtv'ii#ted rmtler�'1+a�#�'10.11- composite material flnlpasit 2 - d 2) Uniform Static Air Pressure Test_ per FBC, TAS 202-94 4107. 04) (SubRti#ed render 1�T0.4 Ao,11-01ti' lAfj � 3) Water Resistance Test. per FBC. TAS 202-94 8 Test ru putt on 1) Air Irifiltratian Test, per FBC. TAS ?U2_g4 8. Notice ofAcceptance No.14-0916.1.1 issued to Kuraray America.. Inc. for their � o 4) Large Missile .Impact Test per FBC. TAS 201-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 "Sert.try-Glast (Clear and White) IaterlayeC. expiring on 07.04,18. a W 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 Kinway America, Inc_ for their 6) Forced Entry Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 ' Trosifolt LTltraclear. Clear and Color PVB Interlay erf'. expiring an 07l08119. along with marked-W drawing and in9211ation. diagraru ofvmyt sliding glass door; prepared 5) Cyclic Wind. Pressure Loaidingpex FBC, TAS 203-94 by Fenestration. Testing Lab. Inc.- Test Report No. FTL 847. dated 12r04I15, stgned and 6) Forced Entry Test, per FBC, TAS 202-94 F. STATE-MENTS sealed by Idalmis Ortega, P. E. ('Test report revised on 02115116) along with matted -psi drawings and installation diagram of vinyl sliding glass door, prepared 1 _ Statement letter of conformance with FBC-5* Edition (2014) and FBC-b'OkEdition 4. Test report an 1) Air Infiltration Test, per FBC, TAS 202-94 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 & sealer]. by Lynn Millet, P.E_ 2) Uniform Staten Air Pressure Test, per FBC. TAS 202-94 11-06A0. signed and sealed by Jorge A. Caruso, P. E. (Submrrred under e' OA Aro.11_ 2_ Statement letter ofno financial interest. dated 0411&17. Issued by manufacturer_ signed 3) Water Resistance Test, per FBC, TAS 20294 0107 09j 8t seated by Lynn Miller, P.E. 4) Large Missile Impact Test pef FBC, TAS 201-94 3. Letter of lab compliance, part of the above test reports. 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 C. CALCULATIONS 4, REK Test Proposal No. 17-0387. dated 05,95117, signed by Ishaq Cllamda. P.E_ 6) Forced Entry Test, per FBC, TAS 20294 1 _ 4nchor verification calculations and structural analysis, complying with FBC-2014, with maiked draw Jn and installation of vm slid lass door, along la prepared. by PGT: dated 12,09115and last re vised on 02115116, signed and sealed by G. OTHER by Fenestration. Testing Lab, Inc., Test Report No. FTL 8-!8_ dated 12,104115, signed and AnthonynL 14fiilet•, P.E. (Sttbnritled arider NOA # Ntt.1512'1't%Q1). 1. Notice of Acceptance No.15-1210.01, issued to PGT industries, for their Series sealed by Idahmis Ortega. P_ E_ (Test report revised an 01104116 and 02i 1/1 6)_ 2. Glazing complies with ASTMS-1300-09_ `5'57012770" Vinyl Sliding Glass Decor (Reinforced) - L.NLL". expiring on 044+11Ll fs hhaq L Chanda, P.E. Ishaq L Chando, P.E. �' Ishaq L Chanda, P.E. Product C'ontrel'nit Svperriaor Product Control ruit Supervisor Product Control Unit Supersizer NOAND. 21-02o5.03 NOA No. 21-02ka.63 NOA No. 21-0205.03 Expiration Dale: April 14, 2026 Expiration Date: April 14, 2024 Expiration Date: AprO 14, 2026 Approval Data: March 25, 2021 Approval Dates birch 15, 2021 Approval Date: 112reh 25, 2021 E -1 E 2 E -3 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. XLATERIAL CERTIFICATIONS (continue) 5. Quanex Fart Surrey Spacer Standard complying with ASTM C518 Tbermai Conductivity 0.891 BTU -in/ hr.-W-T, ASTM F 1249 WVIR Pass, ASTM D3985 ygen-Pass; ASIM E 2190I_G_DumbilityNo Fog -Pass. (Submitted runderprevious Od o.15-tM409 05) 6. Quanex. Part Dursseal coniplymg with ASTM C518 Them -al Conductivity 2.22 BTU-inl hr_ fi -`F. ASTM F 1249 WVTR. Pa%_ ASIM D 1434 Argon Pernaeance Past ASIM E 2189 I.G_ Durability -No Fog, ASTM E 546 Dew Point Developtment 20°F in 48 hrs. (Sabin filed tender NON No.15-0409.05). 7_ Vwon, Extrusions- Ltd_ Parts complyiing with PVC-AAMA 303-13, U okudary Specification for Rigid Polyvinyl Chloride (PVC) Extem Profiles for Vision Extrusions, Ltd. -v EX-1 by AAMA Fenestration Exterior Profile Certification Program. (Submitted tinder 1V0.4 No. 15- 04d9 05) 8_ Vision Extrusions. Ltd_ Parts complying with PVC-AANL4, 303-13_ (Sub»:Ned under NOA tiro. I S-0409 05) 9. PVC-AAMA 303-13, Voluntary Specification fof Rigid Polyvinyl Chladde (PVC) Exterior Profiles for Vision Extrusions-_ Ltd_-VEX.-1 by AAMA Fenestration Exterior Profile Certification Progam - 10. Notice of Acceptance No. 18-1217.14 issued to Energi Fenestration Solution, USA, Inc. for their `Tan 3040 & tight shade (non -white) White Rigid PVC Exterior Extrusions for Windows and Doors'', expiring on 02,04121. 11. Notice of Acceptance No. 134122.02 issued to Eneergi Fenestration Solution, USA, Inc, for their series -White Rigid PVC Fmerior Extrusions for Windows and Doors7, expiring on 0128123- 12. Notice of Acceptance No. 20-0203.03 issued to Energi Fenestration. Solution, USA, Inc. for their `Bronze & tight shade cap coated White Rigid PVC Exterior Extrusions for Windows and Decors"', expiring on 04,16125. F. STATEAiENTS 1. Statement letter of conformance to FBC 76 Edition (2020), dated 04,22'20. issued by manufacturer, signed and sealed by Anthony Lynn Miller. PE. 2. statement letter of no financial interest and of independent, issued by manufacturer. dated 04,118120, signed and sealed by Anthony Lynn Miller. P.E_ 3. Pneate Labeling Aft document between PGT. dated 03130d15 and signed by all involved parties. G. OTHERS 1_ This NOA revises NOA# 17-042&06 (PVTw-'CGI) and updates to FBC2020 (7* Edition}, expiring 04'2.1,21- 2. RER Test proposals #19-1155 dater] 01110020 approveed by Ishaq I. Chanda_ PE. expiring 04,1 14,21 _ E -5 i IshAq L C'handa, P.E. Product Control Unit Supervisor 'CAA No. 21-005.03 Expiration Date: April14,2026 Approval Da te: ]Mlarch'_s, 2021 PGT Industries, Inc. NOTICE OF ACCTPTANCE: EVIDENCE SL"$MITTED 3. New Evidence Subnritted A. DRAWINGS 1. Drawing No. MI),M70.0 Rev- B. titled ``Vinyl Sliding class Door NOA (LAW" sheets 1 through 21 of 21, prepared by mam3facturer, dated 10/05115 and last rev-ised on 02101,21. signed and sealed by A. Lynn Miller, P.E_ Note: This revision consists replacement of same existing installation screw with flat head_ B. TESTS 1. None- C. CALCULATIONS 1_ Nome_ D. QLL4L17YASSUTR&NC.E 1. Miami Dade Department of Regulatory and Economic Resources (RE FQ_ E. MATERIAL CERTIFICATIONS 1_ Notice of Acceptance No.19-0305.02 issued to Kuraray America, Inc. fortheir "Trosifo It UTltraclear, Clear, and Color PVB Glass Interlayers-, expiring on 07,G 24_ 2_ Notice of Acceptance No.17-080&02 issued to Karara`- America, Inc. for their "SentrrGlast, (Clear and W'lnite) Gass Interlayers" . eexpttmg on 07104-Q3_ 3- Notice. ofAcceptatice No.19-1106.10 issued to Vision Extrusions Limited for tlieir'Brown Coated (Painted or Laminated) N%WbRigid PVC Exterior Extrusions for Windows and Doors'°, expiring on 0930,24. 4_ Notice of Acceptance No_ 18-1106.11 issued to Vision Exmisiow Limited for their senies "AB 1000 Tan 202 and lighter shades (ition-W7ite) Rigid Cellular PVC Exterior Extrusions for Windows and Doom-. expiring on 12,29,21. F. ST AMIE TS 1_ Statement letter of conformance to FBC 7A Edition (1020), dated 02i0b'21, issued by mm facturer. signed and sealed by Anthony Lyra Miller. P.E. 2. Private Labeling Agreement dated 0310&'21 between PGT l uhmtsics- Inc. and CGI Windows and Doors Inc., signed by Dean M. Ruark, P.E., V',P. Engineeering, on behalf of both companies. G. OTHERS 1_ This. NOA revises & renews Nt7A# 20-0429.05 (PLA w1CGI), expiring 041142& 2. The cu ment associated PLA CGI file #21-0205.01, expiring 04/1412.6. E -6 15t,-7 i. L"`4n-I-. Ishaq L e:handa, P.E. Product Contrd Unit Swortiisor NOA No. 21-0205.03 Expiration Dane: April 14,2026 Approval Dana- March 26.2821 CD CU 0 CL U 0 SHEET NO. PA 1.4 March 6, 2023 6.a Yu4u.... - MIAMI�ADE MIAMI-DADE COUNTY • PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA, LLC DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv Cast -Crete USA, LLC 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 6324 County Road 579 A. DRAWINGS A. DRAWINGS Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. SCOPE: "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by „ Craig Parrino, P.E., dated March 24, 2003, last revision #I dated April 2003 both LT4612, titled Cast -Crete 4 , 6 & 12 "Lintel Safe Load Tables",sheets 1 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. g p through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P.E. Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on (A�) B. TESTS March 22, 2012. 1. Test report on flexural testing on 4", 6" & 12"Precast Concrete Lintels Filled and This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTM E-529- 94, prepared B. TESTS 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. this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Haman, P.E. C. CALCULATIONS accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCIUL.ATIONS 1. None. 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 fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 2, Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino, P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: 1. None. APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002. 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed 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. 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 date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled"Cast-Crete 4", 6" & 12" Lintel Safe Load Tables': sheets 1 through 3 of 3, prepared by 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 change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. None. any section of this NOA shall be cause for termination and removal of NOA. D. QUALITY ASSURANCE ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By lllami-Dade County Department of Regulatory and Economic Resources (RER). 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 ice. be done in its entirety. E. MATERIAL CERTIFICATIONS 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. shall be available for inspection at the job site at the request of the Building Official. 1. None. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E4 and E-5 as well as approval document mentioned above. elmy A. Makar, P.E., M.S. elmy A. Maker, P.E., M.S. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. Proiruct Control Section Supervisor Product Control Section Supervisor /lll ,/1 NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 !7 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 �tFt>we p Approval Date: 08/20/2020 p D Approval Date: 08/20/2020 pp Approval Date: 08R0/2020 0��2olZo2o Page l E-1 E-2 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 611& 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 1019. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion for a name change. C>ftelmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-4 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 9. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 2. Compliance Letter with the Florida Building Code, 1020 Edition, issued by Cast - Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. ),_� � A zi�2, Nelmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 0&70/2020 E-5 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. DrawingNo. FD4612 titled recast and Prestressed Lintel Details sheet 1 P of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables`, sheets 1 through 3 of 3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino, P.E., on 08119114. erg B. TESTS N 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and seated by Craig Parrino, P.E. --� D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. "A.�. CAHetiny A. Maker, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-3 ^W W to N O U L O O CL O .� O C CU -10 CD tn a) c CD 0 O cB CO O (D � C CU O O CU U_ p CU 2 ..0 I— C6 .n 4O .� Cn a- Q m 0 L Q Q Q V 0 OLM c— CU 0 CL CL Q U 0 Cl) CU m CU L w Z J Z a J a March 6, 2023 SHEET NO. PA 1.5 _______ /T1 Ll ECO \ PRODUCT IWALUAILUN-BEEDIM&D-111,111AX 2 PROIDILICT EVAT UAnWXFYQWr No. 204MOI 3 mi c. TILLIT TESTING & ENGINEERING COMPANY - - 22-=REPORTS.- Large missile impact and fatigue load tests were performed under Protocols TAS 6. MATERIAL CHARACTEMST _CS ANIV SPECIFICA-nome Shall be strictly In accordance with General Notes and Components indicated on TILLIT TESTING A ENGINEERING COMPANY . . _____ WAT.M A. TUIT JEL, FL& . tilleco@WLI.Ca OIL P11. L,NOvI 44 14, 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 W!Ad�A. nLLTr, nL, P.E. Fi.nf .coin PRODUCT EVALVATION REPORT P_r 14 7 FLCAL.i.-NIAW19 as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering III 11119.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of _ 3W7J9 fL,;A. LWFAFFF � Testing, Inc., Reports # 96-569 dated 08/09/1996, #W570 dated 09/18/1996, 26, of Product Evaluation Document (P.E.D.). drawing No. 20-175. PRODUCT EVALUATION REPORT #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, REPORT NO.: 20-0727.02 P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04110/1998 and # 2126 dated 10/06/1 998 witnessed by Gilbert Diamond, P.E. and Report No. 7. LIMITATIONS AND CONDITIONS OF USE: DATE: July 27, 2020 REPORTNO.: 204720.01 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Laigaespaida, P.E. and Henry Hattem, P.E. 7.1. Shall W strictly In compliance with General Notes No. 1, 8 thru 14, indicated PRODUCT CATEGORY: Shutters DATE: July 28, 2020 Tensile test report No. 9CM-1 97 by QC Metallurgical, Inc., dated March 13, 2009, an sheet 1 of 26, as well as General Notes # 1 thru 4 and 1 1 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-ITS PRODUCT SUB -CATEGORY.- Storm Panels PRODUCT CATEGORY: Shutiets signed and sealed by Frank Grate, P.E. prepared by Tilteco, Inc. and signed and sealed by Waiter A. Tillit, Jr., P. E. PRODUCT SUB -CATEGORY- Storm Panels 2.1-STRUCTURAL ENGINEERING-CAIGUL&TLON& 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as PRODUCT NAME; 24 GAGE GALVANIZED STEEL STORM PANEL 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 bad, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: Globtal Protection Products. LLC MANUFACTURER: Global Prallection Products LLC. length based on rational and comparative analysis, and in accordance with section 161 8 of the Florida Building Code. Calculations prepared by Tilteco, Inc., 7.3. Product shall only be installed Into poured concrete, concrete block, and wood frame Structures. 48W S.W. 51 Sbreet 48W S.W. 61 Street dated 11/03108 and 03112115, signed and sealed by Walter A. Tillit, Jr., P. E. Davie, Florida 33314 Davie, Florids333i4 J.PURPOSE F EYALUATION; 3. MISSILE IMPACT RESIS71ANCE; Product Evaluation Report prepared by Watter A. Tillit, Jr.. P.E. (Florida License 1. PURPOSE OF EVALUATION' This is a Product Evaluation Report Issued by Walter A.T1111111, Jr., P.E. (System Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. No. 44167), President of Tilleco, Inc. (Florida C-A-0006719). This is a Product Evaluation Report Js'suod by Walter A. 71111t, Jr., PIE. (System ID # 19DO) to the Global Protection Products, LLC, Rule Chapter No. ID * 1906) to the Global Protection Products, LLC, Rule Chapter No. 6 I G20-3, Method I D of the Florida Department of Business and 4. 11MND LOADS RESISTANCE: kk011"110#111", 0 &% .,F�j N - T14 41,%,. 91 �� 61020-3, Method 10 of the Florida Department of Business and Professional Regulation. Professional Regulation. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind Maximum length boas Indicated 8, 10, 14,15, �% fie,�Ei��# !. %..,\ This product is being issued an Evaluation Report as described herein, and has been verified for compi Lance In accordance with the 2020 Seventh Edition of the pressures. panel shall on sheets 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 1 ____ I I_-:;!_,___j�=ti_ _. 44167 - s Ao *_:�>* : * Tc This product Is being Issued an Evaluation Report as described herein, and has been verified lbr compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose Intended 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, I 1, __4 ___1e I ' . " �, � gix Zo -, i I .'.. STATEOF Florida Building Code, and to verify that the product Is for the purpose intended at bast equivalent to that required by the Code. 14, 15, 1 7. 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E. D.), drawing No. 20-176. __' I/ ;.� I -IV �40RIDI' .-,* r�. I - `* 4�,' at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision In case of ,�e,-. - - - RY %;, S/N*A'C�#, "",4wif This Product Evaluation Report shall be subject to review and revision In case of a Building Code &ange that may affect b limitations and conditions 5. INSTALLATION: 111101" 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, 1 0 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document wATILL D:`iTILTECOAOM0N RIECORDSIP. E. REPORT-20 kGLOBALL PROTECTION PRODUCTS, LLC I 20 GAGE 2. EVIDENCE SUBMITTED6 2.1. PRODUCT EVALUATION DOCU,MENT(P.E.D.Im (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as GALVANIM STEEL STORM PANEU DRVYG * M178 %REPORT# 2"n&Ol . Drawing No. 20-176, tffled "20 GAGE GALVANIZED STEELSTORM PANEL", Indicated on sheets 8, 14, 16, 26 and 26 of 26, of Product Evaluation Document 21, PRODUCT EVALUATION DOCUMENT (P.E.D.): sheets I thru 26 of 26 prepared by'rilteco, Inc,; signed and sealed by Walter A. (P.E.D.), drawing No. 20-176. Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL", Tillit, Jr., P.E.; dated 07126/2020. This drawing Is an integral part %JP'lis 0,111411111#4, sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. ,%till 1po" Evaluation Report. % A go%'� - V, , tR A tz Z ,'�',,- S A, T/Q/%^, p ---;.- , 0'._ . Tillit, Jr., P.E.; dated 07127/2020. This drawing is an into Evaluation Report R1 r I T 70" 1^6 -,;IIE _,, ....... 0, !i�� . .44, ,�� -��,?�;, � --- - \13 T , � - el I* � � , I ' " \� , A !K I , . �tl I -`/� /:,%N . ',�\Z E N &I p` .. . - -, . . \ - - 0 -:.,I/ , 0 ��, I. M._,\�M,R`--!1A - _1� e I-. � �___ �C__�� - f -7V - No. 44167 *'-. a -, - *: - - �__��[_: �-_ br.-44167 %. I ___ __ ,� �_:___ * - i*= 7/" . .- - _:�W;__ - . S .. . 167 *1 z .7 1 . = I I;- - . 1 , , " : .*. ,ze'. "I . ,40 V . " I . r , " 'IS OF *Et * -, = :* I-Itiot., * . = , . I � rL', 1-- __ - ..*f I .j.0 ,, "'r �� - 1S."O" A I . 1`4017. _'. . *1� . " --,-. ZOFi1D1i,...*' �,!R'!�'*/ .-- 1* ", - - / / - C, - .. z- STATE I. I* . I X,4-., "LOR10A. .. . ,- 0 .. ... r , `� , "", C I T, y ...... '14, Z � .1 , - — Z 11 I . I. , ... A ... tonl.11 , `-.... .. 0 1. M , 6355 N.W. 36th Strwi, Suite 305, Miami. FloriciR. 33166 - Phone: (305) 871-153 - S , , .. JiI� . I I 'I, cv-,", '1,,;,,, I U N A ,,A, INIIIIIiIIII, �, ... ... 6-355 N.W. 36thStreet, Suite 305,MaraL Florida 33166-Phonwo: (3005) 871- -1531 I N , I, N, Hostolk" I " FoolitillkI100 I GMERAL NUTM: 0 3) ON CASE THAT PRECAST STOW, OR PREr" CONCRETE PANELS. STUCCO OR WOOD &CARDS Of FOUND ON THE O" MR " M " CX1StING WALL ANCHORS SHALL BE LONG ENOUGH! TO REACOI TOIL NOUN SIRuCTUO4_1 BEHIND SUCH PANELS M "M=9 %EWAM1UAT*N . STORM PANEL SHOWN DOCUMENT (P E D) HAS KEN VENTPED FOR COMPLIANCE IN ANCHORAGE SHALL RE AS MENTIONED IN 9. 1) AND IN 8 21 ACCORIDILINCE WITH THE 2020 Qt" EDITION) OF THE FIORLDA BUILDING CODE (C) TO-1=11ba-19290 -LMML DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF T%E ADUVE MENTIONED COM - 1/4- TAPOON ANCHORS. AS MWOUFAMREO BY I I* But.M. iNC FOR A WIND SPEED AS REOUIRED THE JURISDICTION VIONERIE THESE SHUTTERS WRI BE INSTALLED A140 - #14 `LMATE FENVALE 10 AM PANELMAYE FLUS ANCHORS. AS MANUFACTURED W E100 CONSTRUCTION PRODUCTS -10 PAZ DIRECTIONALFTY FACTOR Kd-0.116. LOSING ASCE 7-1 6 AND SHALL NOT EXCEED 1W MAXIMUM (A.S.0) - 1/4 FOR A By *0 LAG SCREWS PER 4 D.S. DES. PROMM RATINGS INDICATED ON SHEETS 7 tHRUF 12, 14, 15. 16, 19 & 20� - 71/16'0 I, 5/6" WOOD BUSHING, As OISDROWED BY ALL PaLki SCREW BOLT 6 SPECIALTY Ca ON ORDER to VERIFY THE ADM CONOrDON, ULTIMATE DES" WIND LOADS DETERWIFFED PER ASCE 7-16 C I; MINIMUM tHPEADED PENETRATION ONTO WOOD OF TAPCON ANCHORS SIVILL BE 1 112- AND 2- POP ELCO PMQLMATE PLUS SHALL. BE FIRST REDUCED TO A.5 D DESIGN WIND LOADS BY MULTIPLYING YWIA BY 0 6 ON ORDER TO AND PAREINALL FEMALE 10. COMPARE THESE W/ UAX (ASO) DESIGN PRESSURE RATINGS NOICIOTED ON SHEE75 7 THRU 1;. 14, 15, fS, 19 & 20 r 2; MPOIMUQF PIREADED PENCTFUT1001 OF LAO SCREW. INTO " WOOD FRAME UNr SHALL BE ' 1/2' NO MWAM IN ORDER 70 VERIFY THAT ANCHORS ON THIS PC V AS TESTED WERE NOT GYM STRESSED. A 3311 W� IN ALLOWABLE STRESS FOR 01141) LOADS WAS JU USED IN THEP ANALYSIS. AASTENDIS SPACING TO WOOD HAS BEEN DETERMINED IN PENETRATION INTO STUCCO SHAL_ BE CONSIDERED AS PAPT Or THE REDUCED NONADED PENETRATION ACCORDANCE WITH N'DLS. 2015. C 3) MINIMUM EDGE DISTANCE OF LAG SCREVS. INTO *000 SHALL BE AS INDICATED IN I"F5 DRAVANC STOW PAWI*S ADEOUACY FOR IMPACT AND WFIND RESISTANCE HAS SUN VERIFIED IN ACCORDANCE M� SECTION 1626 OF THE ABOVE MENTIONED COOE AS PER HURRICANE DIGNURING & TESTING LOOD REPORTS 96-5ff. 96-570 a 95-T30 AND C 41 MOMMOFM PENETRATODN OF WOOD BUSHING SHALL BE 5/8' 1/4' 20 SCREWS USED SIMI RE 1 1/2' LONG MINIMUM FENESTRAnION TESTING LAO INC, REPORTS #2032 IN #2126 � AS PROTOCOLS TAS-201. TAS-202 AND TAS-am SHCUXO STUCCO EOST AND I' MINIMUM FOR WALLIS WIT" NO STUCCO AS WELL AS AMERICAN TEST LAB Of SOUTH FLORIDA REPORT 002 1 9.01-09, AS PER TAS 201. TAS 207 AND TAS "3 STANOARDS� CS) 04 CASE THAT PRECAST STOW. OR PRECAST CONCRETE PAN". STUCCO OR WOOD BOARDS BE FYOD ON THE EXvSTWQ WALL, ANCHORS SHALL Of LONG ENOUGH TO REACH THE MAIN STRUCTURE INHWD SUCH PANELS 2 ALL ALUMINUM EXTRUSIONS TO BE 5063-TI5 ALLOY AND 'EWER (UNLESS OTHERWISE HOMO) SEE SHEET 2 AW440PACL SHALL FIE AS MENTIONED IN C 1) C,2) III C 4) 1 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-HI4 ALLOY. (0) ANCHORS S!N%_- BE INSTALLED FOLLOWING ALL OF THE I*COMM1FkOATX*S AND SPECWiCATKAS DF THE AVN::NCWS MANUFAcYLFI,C,z A ALL STEEL 5hTET MIEIAL PANELS SHALL HAVE STRUCTURAL QUAOLTTY STEEL ASTM A-633 CRADE 50 MINIMUM. G-60 0 PANELS MAY ALSO BE INSTALLED KMZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 3 THROUGH 10 (SHEETS 4 (AuVANTZED STEEL CESIGMTION *M- 58 5 itt, (AFTER ROLLED) THROUGH 6) LXCEPT THAT HEADERS Q 6 0 SHAUL NOT BE USED 5 ALL SCREWS TO BE STAINLESS STEEL 3104 OR �$Ie MST SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 0 a SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 10 VERIFY THE SOLONONESS Of THE STRUCTURE WHIFIRE 94UTTEFt 6 TO K DIN 50018 W/ 50 le, YIELD STRENGTH AND 90 Ft, TENSILE STRENGTH & SHALL COMPLY W/ FLOR111A BUILDING. CODE ATTACHED TO WSW PROPER A14C"ORAGE THIS SHUTTER SHALL ONtV BE ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME SECTION 2411 3 .54 UkMLDNCS 6 BOLTS TO BE ASIM A-307 GALVANIZEO VrEEL. OR AVSI 504 SEWS SIAINIM STEEL WYF14 36 ft MINIMUM YIELD SINEW. tO. EACH WGIJLAR S70RU PANEL WITIN LENGTHS OVIDI V-11 THROUGH 12'-4*, AS PER SECTIONS 6. a. 9 a 10 AMC ALTERNATIVES att, 9W A, WIN ON SHEETS 3, 6 & 12 FIESPUCTIVUY. SHALL HAVE A �VGIBUE NO READILY VISIBLE MAROLLON; IIISTRUCING OWNER OR ' ANC1I TO WALL SHALL BE AS FOLLOWS TENANT TO SECURE PANELS WITH APPtIABLE REINFORCEMENT DURING PERNODS OF HURRICANE WARNING (A) IfL STOOD FQUW_0!QIETE It T14E 015TAILLATIgH CUNTIVICTOR 15 10 SEAL/S"K ALI SHUTTER COMPONENT EWES WPKH REMAIN IN CONTINUOUS 0OWTACI WITIP, - 1/. ' : TAPCON ANCHORS AS MANUFACTURED fry 4 T W RUOUG". INC (INI, t',.5191 p,,) THE BUILDING TO IFYIEVENT 1ANO/RAW INTRUSION - 1/4' - 7/8' CALOI-IN ANCHORS. AS MANUFACTURED By DEWALT PC (MIN I*3000 w-) - I /.,. 1 3/4' 5CLO-SrT ANCHORS. AS DISTRIBUTED BY ALL PCIONT SCS", SOL? A, SPECIALTY CID 12 STORM PANEL MPALLAMON SHALL COMPLY WTTI SPECS INDICATED ON TOM DRAWING PLUS ANY BUILDING AND ZONNG REGULATIONS (MI,, ,.� -3000 TO..,.) 140,I. BY THE .AAGDOCTON WHERE PERMIT IS APPLIED TO - J114- 'a PAWUAATE FEMAILE Do At PAW1MATE PILOS ,ANCHORS. AS MANUFACTURED By OLCO CONSTRUCTkUN PRODUCTS 1.5 (a) THIS PRODUCT EVALUATION DOCUMENT (P ED) PREPARED BY TmIS ENCTWER G G84EMC AND Dan W PROME1 INTORMA" t. (NON -J3W P-) FOP A SITE SPECIFIC PROJECT, I* WHERE THE SUE CONDITIONS DEVIATE FROM THE PE.D - 1/4-0 CT TAP-ORP ANCHORS. AS MANUFACTURED BY 7RU-FAST CORPORATION ("c-3600 PK.0 (0 CONTRACTOR TO BE RESPONSIBLE FOR THE $ILECnON. PURCHASE AND LJOISTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT A,) W EMBEDMENT OF TAKON ANCHORS INTO POURED CONCRETE SHALL BE 1 -'/4': 2' FOR PAPIFELMATE FEMAIE BARD ON THIS P ED PROVIDED 14E/SHE UM NOT DEVIATE FROM THE CONDIT10" DETAILED ON THIS DOCUMENT 10 AND PANEMIOLTE PLUS AND I 1/4- FOR CF TAP -GRIP ANCHORS CONS'NUCTION SAFETY AT SITE IS THE CONTPACTOR'S RESPONSIBINCTI' ") CALK -IN & SOUI ANCHORS SHALL HE EMBEDDED 7/8' *17C, THE POURED C40KRETE NO EMBEDMENT INTO (e) TWOS PRODUCT EVAIWATION DOCUMENT WRL RE CONSIDERED INVALID IF 11001TED STUCCO SHALL BE PERIOUTTED 1/4* II-20 SCREWS USED SHALL BE 1 1/2- LONG MP41MUM SHOULD S7UrCO ENIV., W I* MINIMUM MR WALLS WITH NO 5T,XCO. AND MAY 917 HEADED SCREWS OR ft. TWADED SCREWS W/O HEAD. (d) SITE SPECIFIC PROJECTS SHALL K PREPARED BY A FLORIDA REGISTERED ENGINEER OR AR041TECT *KCM WILL BECOME THE 80 WITH WING win ENGINEER Or RECORD (E OR ) FOR tHE PROJECT AND WHO WILL RE RESPONSIBLE FOR THE PROPER USE OF IMF TIED, ENGINEER OF RECORD, ACIW. AS A DELEGATED ENGINEER TO THE A 3� W CASE THAT PRECAST STONE. PWCAST CONCRETE PAWLS. PAYERS, STUCCO OR WOOD BOARDS BE FOUND M �w 01.0 C=, SHALL SVEWI TO THIS LATTER THE SrrE SPVCTFIC DRAWINGS FOR REVIEW EXISr�NC WALL OR FLOOR� ANCHORS SHALL BE LONG ENOUGH TO REACH THE OWN STRUCTURE KOM SUCH PANELS ANCOMORAGE SKAL L HE AS MOInONED IN A 1) ANO IN A.2) (e) THIS PEO SHALL SEAR THE DATE AND ORIGINAL SEAL. AND SIGNATURE OF THE PROFESSIONAL ENGINEER Or RECORD THAT PREPARED IT IS) to EXIS711,14 CONCRE Tr _&�_,w 14 SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READITY VISIBLE LOCATION AT STORM - ' OF TAPOON ANCHORS AS MANUFACTURED BY I I * BLAU)". WC :/4 PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9 3 OF FLOFMDA BUILDING CODE ONE LABEL - /A- 0 , 7/9- CALK-W ANCHORS. AS MALAWACTURED By DCWALT rNC_ (NON I'IbC0 TO-) SHALL BE PLACED FOR EVERY OPENING. LARDING TO COMPLY 1014 SE',TODM 170992 OF THE - I/.-, ' SOUD-S.7 ,AKIKOPS. AS DISTRIBL[TED BY ALL POINT SCWEW, BOLT & WIECLALTY to TIORMA EIMOING CODE ,!,3/' (MIN - BOD 0 ....) __________1 - it4-10 PANELAIATE FEMNAL 113 Mo FAINELMATE PLUS ANC�0011S, AS MANUFACTURED BY ULCO CONSTRUCTION SHALL ONLY BE VSEO To I == IN THE STATE OF FLORIDA 1 IS (MIN 1',-2071 Ft,) '01MAN111010"Ri" VCF _ 'PRODU /4* ?AF-GA1P ANCHORS. AS MANUFACTURFD W �-FASI CORPORATION 00� ; I A IZZI /4., , , � . - - ... 0 .*.T\�tL,EB.,:.1 ,P'. ". � B Ii MINAINUM EMSEDMENT. UI TAPCON AINCHOFTS. ELCO PANEUMATES AND OF TAPRTP ANCHOR. INTO mf COO-1111IIIE. . . ' FLORIDA BUILDING CODE (Nigh velac;fy H. arse, Zone) 'I V. , - - ., .'* BLOCK UW1 SHAL� BE 1 1/4 . � M=Q. At 20 GAGE GALVANIZED STEEL STORM PAM " 1 :' *. I, I OMAN, TOY 0.21 CALK -IN Ar SOUD-SET ANCHORS SH14a BE EMBEDDED NO 4 167 '. ,E INTO THE CONCRETE BLOCK UNIT No C ,IS- "na STUCCO SHALL ~ /--V-- /A/Wo BE PER [MO '/4* 0-20 SCREWS USED SHALL BE I i,�2_ LONG 41"NUON SHQUUII STUCCO I ECTST. ANO I' MINIMUM fORUWZ WT� NO STUCCO, I . am- 11LIECO.Ric -LOBAL PROTECTIOM PROMM UIC " <;:§`�_�, . " \ ' ; OF - - -, / i I%. STA OF IFINO I III ,IMP to"... --to 0 % . TILAT' __. 9NOWNCIPAING CQWP_ I �- 7 AAW.O` - TO - - — 1. .1. )_ MAX -, t.,.._,,,,T, 20-116 - - . I. - .1 .,,.. '. RF - I. , , %,,-,� , * " *T� — - POW—F., DOWWOOKINI � —.;-0.01. 0 ` IT. .. "i;- - - — I— — I TOI,F ,C I , - - ',,�,,,F,S� A � — . PV`AYOt .��,X—,- .. - I - - .." i - I - I I . 1 1 , I I INSTALLATION INTO EXISTING CONCRETE ANCHORS POURED DETAILS FOR REGULAR PANELS CONCRETE OR CONCRETE ft & LU BLOCK STRUCTURES CaNcim AOGNORS (SET 5MUNULL 0 V Sam 'Mouc. Ili M.11=1: I . I COMM" ANCHORS__ (Sa 1113.1126" ON starn It "form v) ��' " " `""*""� 1-1 \ __ n COSMIC. PoIN" .L1 - 1. E. --' CONCRETE ANCHOM I., com ocs"tu ON ,", i -(I) SHILET!, a 'NACLON .7 -�- Exisim POURED - . - �il 1 04 CONCRETE REOLORED, \ -1. I 0II,,. , , - \ .1 -L - � . 4 �i 7 I i =�. /), 1 .1. _J,/4' III. CONCRETE FlEavoo. . , :��"', !,� �- I I � �� :�,." _', , ,t�� , , I�Ivt. I I 4 ,/ . . ". mw __ , - _\ I" im. - /2, '" M" - Of:: -1 . - ___ (I __ --' I " VW01IO" �4 112 `VA_ . i ". A IM - .. V 1 4 , 1 :. I I I I I -2- - 1!11 . � � �-� ..'I'"T -_ - I , " - � --- - I " I Davic Pounto Eo� 11� I I co -cam I : I F I I I .., . - - ,��,, I I I - , 9 i -4 . I EO - ,� 0 I I � t I ntoLow .1 11 2 : : ?_ i � — RE ovwm; : - �� , . I � 4 - : 11 - ; r i '1� I : � I : ! I Larmatauu, I 9 4 - Ave � 4 '! =V. oterrotatt g i few sm 0 5 I= .4- : - � (D F, +..w Pw a - i ,A, io,Nvmw . GUMS. _0 I I 1 I 310 W-UR&A I j 12 'Ir 0C. 12 Iff .x I i : 35 � - i 10 - I _�'a�* - [ : F-11- _� ! i i i I ="__! I .--=.- - 1 W= ,W_ (D I I _. - I I — I -6 i I I I V - I � i - lil : vautis, i =I-IIi ! I I 9 =�, : I i : ! V : i 1 � , ; . � . I i ! I .- (a) � I I I : : I I 1 (D6, : ; � I �4 I : : I I I : I I I L VOII, I I I I . , � 1: ! � : 1 I .9 " , , �, �- . �, I \� .. 1 I - 7 I 17- 7 1 1=1 ., I " � : ; : 11, I I I : 11. Q%�. 00101,11",041, I , . I - I I A I � aw mks IF I � I I 1, _ 7.1w-I .2 .1r " � � I - I . 1 . I EXeTnNE POURED EZ. 1�� 1 CONCRETE on - , ; I ! - 4, III 'Ir Qc ;, E,6 "' ; � I �� I- =-a 4#- k ..Q GURED, ED. . I It off at 1- i 1 ;` I CONCRETE BOt ,'� : VIEW 9W 9 L", I C=�Dry I., I it � - I CONCRETE BLOCK - _ - . I . I ACQUIRED .. -Z �� * ! 1ET I 14*1= Tt'Ir 0C ;_ I � 0 7: i- -� " �._, I " tr : �- , A - - I.: I , , F I CONCRETE BLOCK � "I REOAWRoX I r;o I 1. , _. - I woum I III .; �2* fov� . "R* ," I " j 101351m POURED L, , - ' Ali.. " L�L'N,, _J I , �. 11 CONCRETE ANCHORS � , d , . __ CONCRETE _� A'- � 3/ I REDILNED I ---"a I : , , 1, ... i JigO, � - -M=,_,"- I) Q4- _'.1, � � 04 �-&r.m - 'a . : $Vaw.ED W/ STUD 4...Q). (-5trSofv=Q. CONORM k�OKVft . (SEE SCHEDULE ON ',\ � A_ .. _ — — , (KE SCHEDULE ON- .\ 0M.W.""' DICE spex" OIL sam a bleats. 9) ", s�ws a r4oDL*- III - SNMM a ntaxa,, 9) WOODS a rwAur. 9) WAUJORTIN SECTION t SCALE 3/8.1- CEILM Ali pall SECEIDIN 2 SCALE 3/8- I' MOu NO ou" M MQWNG SECTION SCALE 3/11-1, ALTERNATE fif&ff MQUHM SCALE 3/9-1* � ; - - T - --- - - I a ED. - EDGE DISTANCE 11 WU I IF 1 - (a) I ( SEE SCHEDULE ON --F: - : I SHEETS 8 a 0) `0 I. : I 5 I i I I Me d EVERY STUD 0 1 1 i; - : i 12 1/2, .0 :, I tFRINJOHN, %o- *1 "' TOP & SCTTOM IAOUNTONC5 CAN BE COMBINED IN ANY WAY TO SUIT ANY I I f I I — I - - W\ Aolri�`"-` INSTALLATION 1.,."d11V_, 11_111�., " - , i I � I . , X,"� ��:, , I I. , Ek� .-A . " 0C ___ ___ E.,I POURED , �I .� .1 :, FLORIDA BUILDING CODE (1109h Velvicity "W cans Zone) CONCRETE _514 - ItcoUIRED. __ - - __ ED, - .. 1�� cativall , . I *.-' 7 _- - : 2 1. * . WXYM, "VIECO), Ac, 1P 20 GAGE GALVANIZE) STEEL STORM PANEL "M 01, Tin ON 11�_' SHEETS 5 0) KOM CEILM bffi %I*.. : * - . 11 ITE * I - '... * - � ( Rio __ - ` 07/3k,2= 4. �__,\ GLOBAL PROTWTft PROOUCIIS, U.C. - Wit, - 11LIECO.. AM SW 51 STREET , - VA I . ..... . - ALE �-*O� , - !� t Z9AA�TURtAAX . . DOME. FL 3MI4 AWAFI. Ull.t.t.2 - AWWWL. _WO POCONE, OW)u�75-& I- cm5.)nD-#- 20-176 - - -1.1 M SCALE 3/9-1 ,- .- W 101 01-.'t; — F - SM 62J!�- - - "Ll", I "C Ili - A.M.41 al I . , I - I I i i man. Own 1 I I GULAR A LIFE SAFM STORM PANELS (SCALE 1/2-I-) - - - I- I .- 1 15J"' (TOTAL WIDTH) - - -- - - , - - - - I 5 1W (TOTAL WON) - I - - ____ - -_ - --- 12.500' (EFFECTIVE WKI ____ - - -_ - I - - � - -6 ,/4* - ____ �_ - - - -- 15-250' - -- -- : --1.3PO' - r-, =. _ - %3�0-_ - _5007 I.SOO* . " I I � I I I � 'r, � - 1,350- , 0.030* MIN. THICK r-1.350'- -'V I . I I I �, - - , - IZ GALVANIZED STEEL __ I"ISIO, *_ 1 ----- I .X � - " `:�" /----S' I'.�.- 7.#t-- - ASTIOL A-1163 � ,',;f* I --- , - -,OIOII;-r_ I I, I GRACE DO I / � (9 OAX- Well THEX I �""P""""""`II""" I . � r. -*I " 2.GS7' I. I, 2.637, G-410 , GALVANM STEEL CkV INIF I I i ' :�_ t 657�\,I, tN' ' 2,000' .24';' � , ��ED TIFF, \ GROVE so ZE // OCTAL �f , 24 11 MDAMD TYPO - 7Y \ ASTAI A- '. a'. . -1, DETAIL � Ag T '. ED �_ I -,, C-T - '_ - ED" - - \ ' —t�--T 01-60 GALV I, , �. � 1A "', .77 , IF t�, .L A 4&79 1 411.5' �,, �-7- _ _ 1 ___ .- - - - - - _____ I .�, 0 __ - - - - - . I . I ___J - ,_Ao* In' 3�.'/ I , _. , - -- --5,2w -- --- - -- - JW (j) STORM PAN (Nk END STORM PANEL �- - ,-', : t Nr . - ____ - 2.tB7' I . .250 ; ___ ,------- - I PANEL S 00 LP it a 125* " ] ,�'._,�, . loo- 4100011 EVICE, I 100, , 2W . .JW - - - -,?�: - %. WAS %44-o-2c. .121: W/ �', . - 115 - it O. - - 125 5.5. MWOM - -'50'- - ", I �, _ILET -_ ,_ I I I I I I , ill I I * 1� III 11. , � /7' O.C.. �,',�,_�� 7 IT ! ' ' 55 To ANGLE 0 , I I - ' - - - 00 1. - - - _�" to-08 3.375- 1 1 No �� " , 5. 2 , I i m .�� .09.1 1 ,:"6�� , ,�, �� , Oocr 560- 1.5001 - �� - .Dor - "'. SEE �" �� 1 -t-_::"�5 I . � I OL J�75' 1 - - DERR, I 6.250' 1Z_Lj_=_:___,_1' 2 125* 022� � . t 1254 I /// OIL I: E_ I WM""� I _ . - - - I I . . , - it a 375 1 I,25- I , 4 — I �., - 1 1 I p - S, u- - -_ tSO0* - -t .sw-- I , /; 1;.: - - WTY ISOULIET11111C VIEW DETAIL A / I-- 2.. .3& 000 - _�- 2.000' - ROUNDED CORNIER 0 ENDS Of PANEL'S IzAt END UP III HDAMED EDGIC (�) We Hum (� "U" HEADER (�) ANGLE (R AN= WM STUD @ ANGLE WITH (NOT S) REVERSE STUD I - ---I VAM , SEE DIT. - = - f- -1 1/14 & 2/1- 6_344, IIIP, TOP IDGE 374* .374' . - ?W- � T , 390' OF PANEL 154* ow __ t06%,10- 'I 2r /4-0-20, 304 SERIES . � I , - " I - f '- - �__ I ��' ,.-: * I I .1 -SIS I I ,407".. . 375 Itill' I 11111,00111, To 42!" 2! ."a* 'a '/I- at 0- '7 F 5 - 1 _'.24- I I- 4 i I T . t 1,67 - 11343-1 1.071- \ 1 - I 390 1 062, I 100" ,tw" 'I%. 8. F11 � 4 Der t ois* . � _1a*@ POLL MR ___ __ I . ==I . % A_) .95 I I L I I EVtWy LOCATM AT , I RID. -_ .- - PANEL OVERLAP � , - W. � .7, .00141 7.000' T KEY HOLIE WASHIER -, _-, -- 2.000'---- - -tTVOI - O&3 (�) 'F* TRACK ANGLE @ 31A' *r TUCK (2) nAT PLATED ---------, :� 0.036' (MN,.) - -o", 1( . WITH STUD - GALVANIZED STEEL e - . 1� __�14*1 ) A " . I �,,*,�4�% - , J!�/ 1 11 11 � 4 � �,��:�, � I �� \ . � �� — - '-`;y0EN,Sj`% ��. 11 E7 rini i 11 .�; . f I 81.113 � .. � . . �� *. / , . I 375'0 38'0 an't, . � I , . I I _ E :' * - . - I t 1- - , 4 . No. 44167 - I &_ 3 S. : — I , :* I I -r-1U%-` �� I ! *. * : I FLORIDA BUILDING CODE (Mgh velocity MW came Zone) I �- - - . - or PANEL . 1. STATE Of . 1P ' In . 1, - N C Nical M901TOOFF S .. - .' Z tOWN, ft'100. INC. 20 UU GALVANIZED STEEL STORM PAI 25. Tro, WING NUT I. - - I. � '575. ke I. q0 V. � at� In, . I A.. . . (g KIEY HMS V, * I � 5 - 1000' - 4. .... _�__ Am Olit;4,/O � - GLOBAL PROTECT" MODUCTS' LLC' w/H EP11H AT PAN r� am- -?'. _� Z 11LIECOm..' &/,V 0 1 - � 4M S-W 9, Inm " ,.,,,� "FUL" =-..-- D". ft 31011AWMIL)W.7 20-176 (1) 2"X7"X1/A" ATOWTNUV" US9 wpe MR WOUT �/ P.aWE (W ALUMINUM AN MONOLITHIC WASHER W1 ADOMONA1. . NOWAP ftlt'r.=__`L_ )M$-?Bft to: - - a*--,- . ?/rft3/32' WAS40 (StAINUMIS aft� ft STM OR WMAII P%ATTD 51101), it NA,vatitruw"DAM C.-oww's !"i 1010- M-1 M�n i !!! , IT W, WO I W= I"& IN, F.E — I%. a " , I - P09 .* I - I - - I I I INSTALLATION DETAILS FOR REGULAR PANELS11) & (1-A DO QDWQ MMS FOR INSTALLAIM im mm aKwE N CONXIM I&M OR WDOD I =01140 . VAUD FIM FEDIA UEE WM AND E-Z HANG r �� rEMAU OIL . W a, OONORM ANCHM MX tw-ow = SCHERILT ON �, 9�;� -I.-- i _ ME SCHER" ON S.W a a 9) SHErM a INROUGH ;) I ., -I*.- I - . I ." , ",-t . 11 ��_ r - - I 1,1 - - I L3.4 1i I), I I , , � I 11, Izw - - "T1 OF, �,F) @o : %, � - I r- . I -_ _14�. - I ,�� I Y4, M"a - I i=Y"`-_ � I I DBSW POURED .., : . - � � E.D 11 � (� i AP(L. 0 am 42%. I,_ 'T** � . : - CP", I , '� I I (1) , ,�, . . I ED - 11 __ ��, i �],' �,j;4?,� �", I i O.I.., L__0_T I I _� �_ _/ I \ I I I I I : I I Z I i I ,-AA, ", � r . A - 1. I � r I ��- ,� i IXISTVIC POURED I I . - -1,01, IT, _;I_� - I, : 10 � CONCRETE OR I I . - � APO O , ,tr -1 - I I-= ; f COMICAM BUXA : (i) mak � - r - 5 REOUIRED. i 9 � I I I "S / _ _ _= - _J SE�j (1)7 ; : : . ! FAIF rw W. -". 9�__ - ! " I � I I. NA I L - "-. - � . I. -A- - - - ., I I ; i� --- L -I_j,4�m 1 1 ""N) I - I _P -EIGN, A MWO.W AT � =,-., i 5 r4d "'. Pi AF I -, - �' I AMELL'al , - i INEWPOOMALI ! 41. - .." va"CON.- "!.*.X.=_ ---' � � ANAL _,F-W I OVO, I I I 1 - � - VD9,AOUION I I L;. tr . MANK *WWAF, Ir- '. . RAW - - `__" "an a J WAL — [ I I - . — MAA% I mow* - I : 'a., NOWAK'at, (V 10 I " PANEL I I L___ . r ,I� - i : ANY 3-M .�� \ I I , 1: : ! [ I I �: - I --.*.- i I /_ I , - . I" .. 1, "" . �� I i I RV I AFA - I " , I - , 'It, __1 " � . I . �.� . . I , v � ��, 612,7.. 1 I-, � (f,I.0 ,�` - : ;_ , , I ;1 ,/ k. _/ - , I;*- - I , . - I I , I _1 ==,--= COV4 POURED E D - 1, I � ON /. i I - __ I , . I " I -� 9 .1, I - . CONCRETE � LD I CONCRETE � EXdTIMC POURED ..._ NIOLWAM "a" I .1 I CONCRETE OR L' I I I "Mmy7p "LL") I- I CONCRETE BLOCK _1 . I k�_ �,, , Eu. 1A.4- - �� " - O7, I . ___ - = =SAWFAMIN. I , .. . � I REOUARED , 4 ' M :-- =_=% CALK- OR PANCLAWIL - , I �"_ 73/4 =- vztws #--�V" , �, , 1� . 1, L� ' o�� : 21540- .0 1, PLUS 00 OF TAP-omp - copckm (�) - - . - - - , , " '. �". - - - __ FEMAUL ID -to -oduwt M.. - - 1.?o r W ON cm W" mnr ) SHEETS a T.Fow. III , I i QOII" . , eqr=C12:2PMff8J1P;*P " WAW& MA L",� SUILQ I . II - OMW% 11., ,�,f; I/ I.011e NO Im / I .1 " SCAAE 3/8-1 SCALE 3AI.,, __. ".10, INDIA, W".- &o. - -1 ,-'= - ---- --- &,= =It . I - =EXST** * NEW 1* WON . VARIES . t/8* F 0. - EDGE DISTANCE _W`"_"`"`U , � THIC ALUV WOE OR I' . ,�� (D-6 � CA,L._V;l0N1 EXISTING STWCG/ P T = PLATE SPAM � I . . __ INDOO a" X : . q) I " ME* 1* WIDE . VARIES . 1/8' I I OF SI, I I I ALUM. TUNE ON I' . VAN �e I FOR CO&Aag=ON X11m; 01 I WOOD PLATE SPACEP CS , "I" ! I n BOTTOM MOUNTINIGS 0 BE - I BEHIND IRACK a " . .. I col.cwt ANCHORS �, -, I COMBINED IN ANY WAY TO SUI Q&[�"l .i I t (SU Sc . ; INSTALLATION. - � SHIM a n"OLOW, *�J :,", li I _,,AAct, CP,It , I I- ; It) I :== + AD MICN . --A r _:�Cl Mailir I I/' ��, 1==�.r — A"PER`_ ___ GORED . g2trlil ,.. HILOPI (M 1 112' V. CONCRETE BLOCK � "A EXA. 0 OW" 'NOW, . a a 0) X6 3 MO. e[OLAREOL TAO.Oft .NW. SECTION X_X DETAIL BOTTOM TRACKS FOR SPACERS REQUIRED AT TOP SCALE 3/8.,- OR BANDS ADJACENT TO STUCCQ/V=O FLORIDA PRODUCK EVAIIA 7ATION RM=T 1410- 204=7.82 2 2.2- TEST REPORTS. Large missile Import load tests 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 ASTIM E-330. Test reports prepared byAmodcan Testing Lab of South Florida, Report# 0814-01-01 dated 03/11[02 witnessed by William R. Mohner, P.E., Boriz Moroz, PIE. and Henry Haftem, PIE. and Report No. . 020.01-09, dated February 25, 2009, signed and sealed by Edmundo Largoespada, P.E. and Henry Hattern, PIE. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1809.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab Of South Florida, Report No. 11 23.01 -10, dated November 23, 201 0. signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by CIC Metallurgical, Inc., dated March 13,2009, signed and sealed by Frank Grate, PIE, as per ASTM F_-B and Tensile Test as per QC Metallurgical Report No. 1OKM-1318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, PIE. as per ASTM E-8. 13.3MCTURAL ENGINERMNS G"ULATIONS On 24 Gap Galvanized Steel Storm Panel for maximum panel length vs, de*n 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 1004 of the Florida Building Code. Calculations prepared by Tlltaoo, Inc., dated 12/1 811 0 and 08/27/13 (for this revision), signed and sealed by Walter A 7111k Jr., P.E. 3. MISSILE IMPMT-RE"I TMICE: , - I , , Large missile Impact under section 1609.1.2 of the Flonda Building Code, as per SSTD 12-99 Standard and TAS 201. C_WND LOADS RESI&TANCEo 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel length shall be as indicated on sheel:93,9, 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 6, 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. '00111111 - ij� A, 1, , ��!12'0- -, . �p 's e , .� �'S, 11 0�rlr.�O�: 4. .,.,p _� .... ii � � I _� � Z11 - -:N-- 4,-i __ I __ _____ . 7 ". a I _ . _ 6 1. __ - * ;*= 2�,l S -2,1111-1 &-- fJ .* = '. / I ", STAT 0 1 : Q� &Z , - I kll". I. 1, 11�� ` .. ZOR101I...., .... ... I. ;;$F . AL il�� * * ,0N IIII4,40% pt(cowilse PiIF.14V1W11IA;Zl):Iil1I I- r IF � 5. INSTALLATION - Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 1 S. of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum Separation to glass shall be as indicated on sheets 3, 6,13, 14, 15, 18 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175, 11-MATERIAL CHARACTER13711CS AND SPECIFICATIONS; Shall be strictly in accordance with General Notes and Components indicated on sheet I and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Anchor specifications shall be as Indicated on sheet I of 1 8, of Product Evaluation Document (P.E.D.), drawing No. 20-175. NO CONDMONS OF 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of IS of Product Evaluation Document (P.E.D.). drawing No. 20-175 prepared by Tifteco, Inc. and signed and sealed by Walter A.T1111, Jr., P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code, 7.3. Product shall only be Installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. TOM, Jr., P.E. (Florida License No. 44167), President of TAB= Inc. (Florida CA-0006719). __1 IW!Xff___]$R�_ 1. - 4 __. -07 ' . rul -77;-__ -14", , - :. WA`rLL I I /W - D-'% TILTECOADMON RECORDS k P, E. REPCFET.20�GLQIi1`AL P4 "O" AM" P4101910 8'. GALVANIZED SITFL STORM PANEL kDFINVOT120475% MP0RT*2D-0r,27*,, ,'.. * , , ;%... S,,0;IO6XCit? � -0-0 a) a) _= Cn -a 2 —00 > 2 a) r- - -s... 0 = 0 MI. 0 &_ = -&-I..., CU 0 -0 a) -a Cl- CO . a) -L-_ C a) = -0 CU 0 -CU 70 -= Cn -0 C 0 C 2 0I. —0 = IIII2 a) 3: CU C 0 .0 .0-0 CIO U_ ,,- 0 — CU > (n — Cn — a) CA) " -, IMP L_ CL = II- ICU -0 '01- I. C Cn CL < I-, C" CONNOL C= '.., a " = 0 *r -= I= W LF2 w- :I,- W P _= C, ,= - = _J C.i ca. r- = = W C-31 C-1); CZ __11 - = >< 4 1= I- 0- ,,,, IV; =C. = - V; .= " = <-., . W C� .T ..X C'4 ,.,C " 2- . W = = F - = , � - = = W ED - -Icr CIZ W . - Z C - 3: 3: M ca .= = .!! 'C"i = :P = go 2 5. W_ .0100 In CL. = E .2 0 CL. 0 , 2 Z 1/4, 2/4. 3/4. 4/4. 5/5. 7/5, -h,IW/10, 2W/10, SW/10. 4W/10. +6/5 5W/10. 6W111 & 710I -Y MAX�_ - -_ � .-- ANCHORS. FOR CONCRETE SEE SCHILOOLE ON SWE'S a & 9' - - ----a Mo I' " MR WOOD SEE SECTIONS ON SHEETS 10 OF 11 1: MIN. - — a 0 1 a & I - -, ------ - - - - D.M.� 02.0.@,@ _---1--7--7,- -T--1---1---- � -1 _-7-, ',, �-7-7-7-1- I I , I -i _. . I I I , . i I I __ I I . I . - I I-- -, T __- ql_�. (�)-@ - (�) i : I I t � I - i I 1 1 1 i � 1 1 I � : 1 I : : � ! I I I i S L 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 � � 4 i � ED i I . , . i . I i � . L . . I L i I I . � I I - - � , I - I I I L � - _'_ . I LLI I I -1 - .1 - -- I - 9 - -_ - I I I -_ - I . I -_ ; --- ' I L 'T - � � � T . � __F_ - - I .� I I i - I I __ T ' � I ' -1 , , L . � ! . � ; I I . . i i I 1 1 , I I I � � I - -I - 4� t � I ,�;____ , _ � I �1 f - I I ! , - i I i � f I i i � � I _ I L - t t I I I 1 1 1 1 1 4 I . 1 � - I i I I I I � I - - - - - - I lil - I - - 1 UNN I XTID � I I --I I I I 1 ift BOLTED PJINE�Wf/ 1/40-200- I PANELS . I , � - , � : I (SEE SE-T)ONS AS I . � ! I 1 S.S. M.S. 90LI W/ 7/0- IT 3/32- ;1 I (rae EA. OVERLAP APPLCARL) 1 I I i I I 1�1 * I i i i P : ! i DNS AS APPLICABLE) 1 1 1 - I , . t I . i I I i - � I � I I � i - � 1, L 1 _,, � 1 1 - I I � I I .� - � . - - I . - I , L A' , ' I I � . t I- ", L_ T '-, . L - I- - - 'I- - - F r I , i i - I __ � I . , , I I , ' . I . . I I I ; [ I ED : � J 1 , i I I i I I I I ! i I t , I I ! ! . I I � i ; I r I 1 1 � i . I 1 � ; I i i . � 1 1 I __ , � , .1 � ! I 1 1 1 , I � I 1 I I 1 1 � I � i � I I i 1 1 ' I : I i i . � � . � : [,4, , L D.M..@.@.@--_(& - - .. __ - _ ! ___ I ! - _ __ 1. _ - __ 41 r-1 41. 1 1 1 _1 41 0 � I i, L. � 0 Is 41 i 0 I " . I i.-I I t @-@,(D-@. &r'- - r MAX - 1/4. 2/4. 3/4, 4/4. 5/5. 7/5, - r VAX _ I' Mok IW/10. 2W/10. 3W/10, 4W/10, I' I 4i,.5W/10, GW/11 & 7W/11 � 6/5 - - - __ ANCHORS FOR CONCRETE SEE SCHEDULE ON SHEETS 6 A, 9 - - FOR IVOOD SEE SECTIONS ON SHEETS 10 A I I LS q,1 A Q ELEVATION N T.S. 2 67' 1/4' M GAP (MIN ONCRUNP -1 vew WXLM --A IL - � __ — , �1-7 7— /`W`\ /_\ i/4" 'I N-T-/ � __/ \_T/ \_/ kilt \--/ NAQL. GAP I ' A C_.,� - ".... . . EN I*.- . FLORIDA BUILDING CODE (High VoWelly Nu one Zan , . TIN L-0) ..... : : N 44167 % 0011211 It"=, War 20 WA GALVANIZED STEEL STORM PANEL F.I. . DP� W . . IA, . * I SECTION —&--At. . -,-. GLOBAL PR=CTION PRODUCTS, II `"'1mA'M`WW N.T S. % a -I.. t - - _� �: - %1.. 1. �ECO._r Wft,I L.� a, STW 'Voo�k. V . Wee". - ON. - M - ANWINS, . ANOW Ptams, (WRet-Tami.. *a.).. 20-176 1 . ... . I ... _LPWQ_-_L_ PAR—, II 1 46 ? / "-OMIQ: 11 — I - I -1 — i- 01MOON; OW Nz� - I n' - - /am WALFIR A NUP ., P.1 I - - " F19 , 1 - I - �-3 .1* I A , I - - I - I - I I INSTALLATiON DETAILS FOR REGULAR PANELSCI) & 6A INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES "C's"' Ca, _W= C.Co"If Z. . -.9%Z&OX I.D. TMJVY�l REOLOOMED CONCRETE ANIC"IFFS evoLqm WOLMM ! -- (W SCHEDULE ON I __1r-M=*." . I - I I � =I=-1"aO* i SHEET 9) I Smerr 9) 3.017 9) I . I . ,� I , , I � . I _ I - ..�, -- I- I , N, -_ I f - L I I C J:� ; C -4-N 51 ; - i :�,� Ri c-:_ , " - . , , ,� : 1 �, ! i `1� : ,�,'� I ; 7 '. �� ", I . .. I I I . ' ' , - . I CID 1� I I - " ! I 1, :I I _,a � . I �� ` _ " � - -43 � , . I ,.- : : _�� - -a � � , , I , : " --,:I' \" ,,',,� : ,��, 1'�'.- � I "' �,,�' 1 ,4"* � `�-, �, � I - ; , ,�.,',-�,� ", i - a.,WeN ! r i.-_ NO QLAW, tw� - ! iOW-61 I . I I �I I . . , . � :101-NNI* � I ,; I I : gv� (� � OVIRL", , . I -_ I * I. I - - ___ .. Sa = I ! 1 2 ! : a i_-EF." I . : ! I �40 I I �5 � 0 I I '.1 P ." -, fl iz.-",=,.,./�. 1; 11 I 9 !I 1=Vt.A)- I � IOVOILAP i I - __V�' �: I -1 . 9 I -_ - .. e � �I I . � - i � : -- SOX 5001 . Of IL =-1 4 L � i OF 'L R I a MAJI ,4 t: T .., i : . a "If , , i i ; 1-1, "E"" T "�', V""�' 7. I O , _ _ II. , � , ANTA , __ 0 WIL poldoerat AmoNant suaton w/ sm Ew scHicuLl an IIWET I" - __.gjt� DR TOUICK RUMORED DIRECT MR MOUNTING I SECTION a SCALE 3/11-1- 1-1 I , I - � 11 I 7 :1 � ... /� ; I � M ; I � ;� - LE - I ! f. I I 'T ; � .. �. - 1. -1 I !14--n3/4'. S.S. MXT W/ 7/9 .3/32 W" No 0 12 1/2- OX CONCRETE ANCHORS I ISO WADLILE 04 SHEET 9) __� IV ON LWOUIRID DIRECT AND W46 "WING affaff . "'...'. - E.O. - EDGE OWANCE 111M (SEE SCHEDULE ON TOP It BOTTOM MOUPITINGS CAN St SHEET 9) COMBINED IN AW WAY TO SUIT ANY — I I INSTALLATION. I i_........n......] � I iI. Aar. : 'Peno I I 1�1 ;I/C.-20.1- . I i-e (* � -- - : 0~. ; I__ __ - - . �.L - I-1. � � . - L'I : : wt� � . � 5" � OF *L 3 'If � I ,, I � --------- I L " 'I CONCRETE AFOGNGR$ (= so 3HEo ZaCCULE am � teir OR REQUIRED Z 0 4 #9 * 5 I I _. __ _... . ANCHORS FOP CONCRETE SEE SCHEDULE ON SHEET 2 - - __ 3,0- 267' 3" M_ , i I. " (1,11", OOLA�--!.*W W"M et AM so I' V% - � 1 7 DA i r*�-L"W" - � * 3 1 1; Io] L Is ,"'; e I r , 1 ; I'll! . : I , 11 tp� _ ; I I : � - . � - , , , - J� I ; I I 1 � It r : , : q I I : I , � 11 � SOR : I i I � , I I I I I ..: : OF 'L' - I- I 1. - - i . MAX . - - L ' �'- . - -LL .- 1. - - I . H L . I � 9 : ii.;i I - i I , gi. Sox A bt - '. , V : __b� - I t - - . wtv J ;.,- 3' At- ".4 WA 0 L*,.,..Zr 1: ., '. ,I,- __ ANCHM- FOR CONCRETE SEE SCHEDULE ON SHEET 9 FOR 11000 SEE SECTIONS ON SHEET 12 - REGULAR STORM tft2.9,�& Q ELIEVATION I /4^ VAX. CAP 2.67' r- I (MR oleu� --low W"Zo a L ___ � - - � - _� � __ - ------ - - 7., _J - - V_ -/-W". 7 � 7- - � - - �� VJI""I I /4* %%t . a SECTION A -A (In. SCALE 3/32'-I' FLORIDA W mi U) a) CD = M 0 0 L. " = LL1 M < Z Z < _J CL _111--tv (1) a) = U) ca > 0 L_ 0_ CL < -6--to 0 =3 WOOD 0 L_ a— (1) U) ICU M SHEET NO. SH 1,0, 1. ].. WALL AND FLOOR MOUNTING INSTALLATION FOR I'BiMI`t•a� »mow G� mNc.c+E noaa a .wo w_ -na w. �• :' __ e' _ SPLIT PANELS DMaER ��emLaa W___ smock & Am LCMCW,E)'` \ ,,urn-f-�J__ -_. - AE•AIrD 1 IfeA 1 \, 2' IL ,._� , ® c ,PP ! ao . j . (M. ,DP ! I,.TM T. V: Y; i• 1• •, PAPA A ANT. .� ! ( f i' E TW aRDo . , N/.' I I i 1 , EDGE u r4l a Nr NoalArAk PAD C ` Hte11}IOON t I �• ' 1 r 1• t - co wm a1 sour ». eI- W f ,/.' ti I I 1 [( 1 1 MN�/ED. - % +• FaMD a1DOAMo , _,__ ' _ 1 1 I C 1 �a• 1 1 . , ITP NAw fOMROw1 � � SCA1E: 4 t' �IAIL1 L i ,w•A'•Laec �W/ I,•W: aNa1 wlDm M ewee>, »/ , , \ u aAu.•rac T OONOw•eR•19e••�•m Our --(ODMI'•AaawR�a'9e1/'N"1E •M'1� to , .1 h. u a .fa0 w_ -no ..}. - WLUDA I A�'A.Ai/••TALI - aateNe f A M 0003-,a alT) �' III TOP A marrow II SCALE I/{'=Y ARAI 7 MULLION SCNEDI)Ei aN., MUUON REaWED MI SPAM (FT.) • TUBE MU1AON •• Yn{'>T4' .W E M e a a) 1 CIVAI MfatDw Y j6MRIf l 1 r1A10. -•' r hNAlIa 1 ,TWO, A �PIR'oE RC - PRESSURE RATING • SPAHl YALD FOR ASA, 13O Te SIN i UP E' LO .SaC f]� S l� SAME 3/e.1• TgTE wL"ON CAN ALSO alSJN1ED N/0 STORM PANELS ON TOP OR BOTTOM SO TINT IT 6 LOUTro AT TOP OR BOTTOM OF OPORNG. (ONE PANEL OKW O w/ ILK TOP It BOTTOM) If 'TALLATM - ALTER6/ATIVE iW SCALC 1/4' _ I- 717>t'_ r ama,�'`-_' •es s+Aawra A. •aD ,'aw,l•i'afWRGwF o..asa w_ I a 2 I 2• W.• ,AAuax fTYF1 • If¢ r1ALIoh 1 SPLIT STORM PANEL ELEYATKMI SECTION Y-Y �i'N also liz�llf,�14F�il[o]Zmoj:kf6 L L AI � �10 re.aA�ur ;10 a•IIr wW IQ+OA r t � w N.wA r )WALL MOILINTINII INWALIATYMN - AMONATIVE 3W r smL. Ile . 1' fi ,i ,/�i "ec tlDIEYT 1. INSTALLATIONS ARE ONLY YAW FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5, -72.0 P.a.T. AND PANEL'S LENGTH UP TO V-8• 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PING: NO. 2• W/ SPECIFIC DENSITY OF 0,55 OR EQUAL TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. CONCRETE AMCNOi6 CONCRETE ANCHOR$ - J .500' POLNED COONNCRETTEE, � Filar J a00' I'�•_-_ POUM CONCRETE - I f-su somem" r"E mmlN xE •AsaSHMSHEIT E"1O1 to 'aEuuaoN' Ii°• a /r•.y/ ee I'°" TO GLAW DiiR'/ iO TT NF i0 TAT" siw • Tx t/:• o.c. STIR Sim 0 to t/Vac _ //ee'' if'/AI.) [ , .'EYt MAa1FE W/ SP[iDANRS a/e' MP- (CAR ))TJ m • 17 1/2' O.C. i a1e1 TAB S 1 • Ta T/Y 0,C (SQ'6CT. I (SEER DE` Ai d I I °«NnJ CONCRETE BLOM NALL I eR,AAIPt - L fPwM, ),�E1y11 a Fw aA.•�wNwle w ••wA•A'e< .w"/x.r •••1Dp •w�e"o•��I A �Y -_Tar OWi�W AIN1. •°••0000W`ANA% _ ---- v� r I" ,r e I 1 • Fwl1 CER.ING ! Fum MOUNTING WALL A npas MOUNTING M6TALLTIOt1 -ALTERNATIVE AW INSTALLATYMLt - ALTERNATIVE SW (SECTION AT TOP 15 LIMITED TO +55.5-61.0 MAX. SFAJE; 1/4• . 1- AS.D. DESIGN PRESSURE RATING) Lam, SOLE: t/a' . 1- �A�:I',/r ee J 6 er rr +m owl WaNs 1]•A, nus10 NWA"TILMI - SECTION MW .A•>I•• 1/4• . I - FOR CONMLIE ANpw15: 101 SCHMW ON a,EFT 4; �•- FDA WOOD semE SE SECTION Fw SLUR" is 1, A IW/15 >•'°is+.i _._ - T*1/1. �/4 alf4 3/4 Np 4/4 �1, 2 & 1W/15 ]• N.. IF ri Air iDCAhm .Ip. I/15 ALTERNATE LOCATION I ] ON LIFE SAFETYTYPANEL L AREA REG LIFE S PANELS LOCATION OF LIFE (SEE NOTE iIIELOw) I REaAEG PANELSLS OR , SAFETY PANEL --I W/0 REGULAR TRACKS (SEE NOTE 1 (SIT ER AtICIWR9 - - -- - ri , :;.; • In SA 51DRM°PANO1. OPENING AS /E�Mp�E pR �,pFOR A (SIT SN[2T '°•'N) PO"I f ___f NR. COxprIW)Lyl J5E1Y IL TOrBECB51 ZrA D ThpY• M19M COMCKTE •NCNCR!CPA, mxmo 1 -''- PANE OF STRUCTURE "°"'° m 'am A) --ED ELEVATION WALL MOUNTING INSTALLATION WALL AND FLOOR MOUNTING INSTALLATN)N SCALE 3/32'-1' SECTION 1 SCALE; 3/0' - I• - SECTION 2 SCALE: 31 - I' r-t!.' rA. OAP 0 o• 7 1 1 1/{' to av -IF 1 LIFE SAFSTORM PANEL CAN KLOCATED AS AN END PANEL (FIRST OR LAST PANEL.) 1 - -- ETY OR AS AN INTERIOR PANEL (ANY PANEL LOCATION IN BETWEEN END PANELS). wNWT[i) m MTEIs (MTMMtr[ lDgtNw LIFE SAFETY PANELS MAY OR WAY NOT BE INSTALLED A0.NCENT TO REGU.AR PANELS I) AT on PANn] (W/ OR R IO REGULAR TRACKS) SEE NOR 1) .rnar�r�r■rrJr�r�r�r�rarar�rur�r�r�� rur�r■ , .. T• �fI7R'7A'C'� 2 LIFE SAFETY STORM PANEL CONSISTS OF &DAD• DALIAN= STEEL STORM PANEL AS SECTION B-B PER A0IWOAIE 2. SHEET 2 OF DRAWING. SCALE 3/32'. t' THIS PANEL ITSELF TO BE R004ED OR INSTALLED FROM THE MODE OF STRUCTURE. 3. 13E C ENT@k III TRACK TO � TO t1111NN p. TILj/T✓Q: a '0 E�PT ASREDPEMRNLS5MT2i�2 HIS COMPONENT® NL INSTALLED WALL OR FLOOR MOUNTED FOLLdwNG SECTIONS 1 k �,�b 4 _FQ�:' ENS -t 2 ON THIS SHEET. AS WELL AS DETAILS I At ON SWEET 14, a3Z1. • \�+ F `•. 1. Min LENGTH FOR COMpONEM 5 IS•. Mot. AKNOR SPACING FOR C ®ANCHORAGE AT BOTTOM 6 GNEN ON - - •� TkNmO atEw. r SCHEDULES C011PONElOT ® MAY BE PERMANENT OR RELOVAIII % * •: '(E S. SEE DETAILS FOR IN6TALU110N INTO WOOD FRAME BULDINGS ON SHEET 15. y9O�F 6 SEE SHEET a FOR DETAIL, APPLICABLE TO THE NECESSITY' FOR THE INSTALUTK)N OF a,N,,S$ ON AL ;'•prq a � SPACERS AT TRACKS INSTALLED AOAALENT AND BEYOND TO STUCCO/IgOp BANDS. -^NF NINNNf� PC MA/VaMMJMR ,� Tm tm . CA-Dme7H VIN.TFA A 'm b MAXIMUM A.S.D. DESIGN PRESSURE RATING .B.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH 'L' SCHEDULE (VAL10 ONLY FOR sta INSTAUATONS As PER 3ECTON4 t I,INU I% ON SHEETS a, 5 Is 6) MAXIMUM A.S.D. • VOLT® W 1N1-201 SS ILLS a WNW u pDW a YIXlwDM a PANEL DESIGN PRESSURE RATING s f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORY PANELS M A Q INSTALLATIONS INTO EXISTING CONCRETE A( CONCRETE BLOCK STRUCTURES mim ONLY FUR pA asoa ((N1j vwALLAras AS PER sFL110115 I Twou 7, am SHEETS a k a)"SURE To I to TO to To .NNININ ��Ep A: T t'$3;' FLORIDA BUILDING CODE M h Yalxi NUMcam ZO ' NO, 4167 ea m At1o0. Arc. Y0 DACE GALVANIZED STEEL STORY PANEL a CADOW W. i ?< �: $ .rF 1' f _om �,rhiyE i GLOBAL PROTECTION PRODUCTS. U.C. 11LIECO. N00mwi . - •• iA .J+ •L E F A• llN R>r >R AAer •xi{ R,n■ w101E (wa)♦•-7aW, TA11; (aMma-rAf ,NnN . aeT eH-tr . IT , a•a m-+ION 20-176 'AAA, AAA, Nllln L ,EM/aaM,L,R/DAR u-o0Dr71r a WLrIx A !.. P.4 tow _ _ FLOWM -■ ITT. LN101RlY ASa OE �P� IreP- IjRGiH ow II �••� pan I Mp a � YOIOr flag -I1D�) Y-Y ON IQ6 2 ,N• IR�013ED , 11aN S . 7 .su. -Taq ]Y-D• To r-a' wr. 7 ],r VWOLTED , T1wu a ! 7 .aso. -no >r-r m TI•-x- Ila 2 1/7' •'dA>TOa•' e +•sA,2.-.- tE25 ] t/2' e��TM 6, e k 1DIs- .IA%LRlU AS.D. 1LmRW AI,WORS ffMCAW FOR 40. •• ] 1/3' acval tAPC011 a TIwo1A. N7U1-1N iWNfMMK FOWE o FNWtIMR PLte �+E TD slciNONe / : IAL%•WM PAN¢ R•i) ro C0ICIET[ W�1oOCR111F 10 001rJEII' ro COIIOER tAF`1710[ m taNATaT[ t� ro mF1nER mala[,E wn atTlleNN1WN I IDImN 1• (h. r WA WA WA r 1yA !' AI/A e• N%A , (TOP) r s• NN WA A. r r r r r , (eDRalr1 e• WA MIA WA e' WA e' WA 6' N/A 7 troND j IV WA MIA WA r WA s' WA a' WA a (11oaDN0 I H6A -T1D r WA NN N/A e• N/A r N/A r WA ] a T-a' aR LESS oR I153 a• s• W WA e• r r a• e• a' ] (aorta.) r x/A WA WA 6• WA s• WA T �) I r s' NI/A NN r r r s• e• a• { a T (BDfTaO I NN WA to i/7• a ,/.• +] t/T a 1J• a ,/•' s ,/.• s IN' a t/.• a (roN/eonaM) . 9fE 9iOi 10 a It FM ANDIDr 11R a IIGIC f1JR NAiOIIAAaE ANIO 1fDOD FRYE tRr10. IANa111Y ATCIOR SHADINGS AND 11•YN EDGE D6TAlICL ARE NIDIUOFD DM ilw STlEOLLL rM CD. L65 THAN fOFA71b W sNEBUIE W®ULY ANCHOR 9PACwe eT NIIA1PlYfW 6MCIIIe fl10AN ON SC,IEDU14 eT TIE ip,DAel(' TACTa6. Iisl 716 OPDMMN m K PeIWI{E, Ie7KNtm 9WCOW fIVMAED uarlD iACIWI 9W1 Ila w ISEe /ION 1A,AAIW SIYMW Ve10ATm FOR TAW •+M>10R TTFE AT AMOWRS ILSOa �� T11C T/{1 1/{•• INN INN I/i'I ,/PA . 1raw avr-s - - -Saw•« ealn-sr r AN•eW aAMlr 0.J � , 3 , , ,/, , rNr4 Bs «r rwRq Etas 9fE 9iOi 10 a It FM ANDIDr 11R a IIGIC f1JR NAiOIIAAaE ANIO 1fDOD FRYE tRr10. IANa111Y ATCIOR SHADINGS AND 11•YN EDGE D6TAlICL ARE NIDIUOFD DM ilw STlEOLLL rM CD. L65 THAN fOFA71b W sNEBUIE W®ULY ANCHOR 9PACwe eT NIIA1PlYfW 6MCIIIe fl10AN ON SC,IEDU14 eT TIE ip,DAel(' TACTa6. Iisl 716 OPDMMN m K PeIWI{E, Ie7KNtm 9WCOW fIVMAED uarlD iACIWI 9W1 Ila w ISEe /ION 1A,AAIW SIYMW Ve10ATm FOR TAW •+M>10R TTFE AT AMOWRS ILSOa �� T11C T/{1 1/{•• INN INN I/i'I ,/PA . 1raw avr-s - - -Saw•« ealn-sr r AN•eW aAMlr 0.J � , 3 , , ,/, , rNr4 Bs «r rwRq Etas I" SUN bUrAM W/ INN•• -ice• SS M.1 a a 1/C D.C. MR PAMEL LEMI 1A TO r-r 00 a 1/4' D.C. MR tvwm UP m V_r MAP- al VV0 PAIdNrE ITMYF a ON P•NO,NR FTJ S • 12 t//2S'• 0. C. ,rM 1 1/2' Ten, Ti•EAMD NOETR•- ,O HEADER Fat ALL LOW916 W r-e• M•. 1 t � I 1 Eat ' 1 ro 1/4' La . s/r LOAD MATS ouar•W i FOR FRNEL LOW6 u To s•-r AND a t/.' O�C no LOCI W To r-a• UP,. A- rIMC AmUrf[0 j�,j OR /1h 10 FW163,NIS few"I o 0R NAMOLATE RUS • i] 1 A G ANM , in, IML nMTAMn AT .IIOaOM M dMK •DOD RAT[ FOA ALL LDW,�RATa�aAALLIP To r-r Mml. ��rr QW Salo Sg4E m/ INSTALLATION DETAILS FOR REGULAR PANELS(�? d( f1� INTO EXISTING W000 STRUCTURES _ /y]• I' I' m'OIe1Ae � » d ro �{j 3 a•e EDI I I I 1 1 a•DD •rAme 1 :, •IelA1•D ( _ ww IEAr, I,00o ,rA0B1 ' i 1 � "s0t� REwllm + � iw roIIIItE- - SCALE 3/8-1- ITT a� ' ro m.es i T ew�a:• � tNW EO L. EDI i ± roF i Ep+-l.Ttlr` ! •me WAIL L-1• w-J I, A[oIRxD �� ate,/ ALOIOm 4 a.1L oc ' _ --- �•� w., �� r oA: w A� ALTERNATIVE 4w 7 .A' RAIL I_ • .WRW1N a roof- SYYa.E 3/Bt•t' SCALE 3/MT' RTWRED �'�j�(E_wOOD FRAME CONDI17QkS R ANCHOR LOGTIOIL4 .F]I IT aAN LIT] IYFETaI l aTlnu NOTE s+A1ITEx TRACKS NOT SHORN FOR CU6R1Y NIRIEi: 1. INSTAUATgNS ARE 01KY VAUP FOR BUILDINGS WITH AS.D. DESIGN L0/1D5 UP TO +55.5. -72.0 PSF AND PANEL'S LENGTH UP 10 8•-8' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD LIEMBIERS TO BE SOUTHERN PINE N0. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL TOP A BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INsrAUAnoN. 11111111011 snms 0 EMERY OVERLAP 02 1/a• DL) 70 la)LD PANEL ON 501 it SCHEDULE SPACING SPACN40 PUCAI W' e� _ e L 1. L 1. L•L TO e • E/ _.. 1 T.7 .. l.1 h•.•IL•,.• l+:- -.MIN• MMIMUN A.S.D. DESIGN PRESSURE RATING (R.z.f.) AND CORRESPONDIN 4 PAWL 1 1 8 �'��+ 8 1 AT DEI PMEL STUNS 0 EVERY IOINERUP 412 1/2' O. c) 0 /IOLLI PANEL a/e' IAn tCASE 0- Y III,. (EASE n) o 1 I I it N,IFRIOR PANEL ENO PANEL +N' 9¢ SEE ®A OR SCHEDULE - SCHEDULE 'r ,• _. flW //IC/IOR Mo•. ANGWR NKRIO SPACING 1'-3' WA. DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2) MAXIMUM PANEL LENGTH 'L' SCHEDULE (�NtF r ro ernAlAe , e 2 nr>TFO FOR L.T SLEET. SFaR9/ SYSTEM ON SNIFLT 1]]. To wN �A>u TeAca a uP-Rlr wruNR FOr1E o Fru,wE Ru 1 i MAXIMUM PANEL NRE$111E m cONCR[tt ro �� ro ro tON �E,i To ro IbL01N110N1 IA2NatN t- (A) RATING f. B1DOt LTNICR!'1'IE wpCR C011CRElE ppC.t Oe11CIElE Vt.OM a TtEY 6' N/A N/A N/A 8' N/A 6• N/A 6• N/A 1 k 2 (TOP) 55.0. -72.0 B' T B• 4' 9- 9' B' B' B' B' I (BOTTOM) 5'-0' OR LESS 6' N/A N/A N/A 6• N/A B' N/A 6• N/A 1 k 2 (TOP) .55.0 -72.0 S'-C' TO 7'-6' B' a• B' 8• B' 7 1/2' B' 9' B' B' I (BOTTOM) 6' N/A N/A N/A 6• N/A 6• N/A 1 k 2 (TOP) +55.0 -72.0 r-6• ro e•-e• MNCRM W OEM ASD I (,Le • S/r rl. FILM 1v a NEW ae[ f ({RID • Y Ir ,ROIL TDP a AIE1iJ SA�1 � E k M vANAA,, wEasuR[ COl�lq jr T.• (IL) P-L OF THEM faB,2 -61.3 3• 3• ♦ 1 2' ♦ , 2• 2 (BOTTOM) Y-6' OR LESS +52.8 -06.0 3• p a• a' 2 (BOTTOM) Y-e' OR LESS fSs.D -n.o 2 1!r z 1/2' a J 1/2• 2 (eoTroM) r-e OR LESS �55.0 -72.0 2 t/2' 2 1/2" N/A NIA 2 (BOTTOM) 7'-6' TO 8'-0' +53.0 -M.0 NIA N/A 2 (BOTTOM) 7'-6• TO 8'-e' ............. GEN�, N0.44187 1.veAw Afs enRN ,w nFn LaWeN r1Arr >vMAION wr¢ PR!•AE WaRW 1' (AJ W e1An Fa,oea .San _TaD r-A• a ]/.• IW,0.1® *ODD HEADER as IEET ,. N'at ANaWRS TlPE . lPAm10 Td! a1rGx]ATia6 Nro WOOD FLAME IRIIOwR. IWWWM ArICIWR sPACNO wW M►WRNY ON DWTANCE NE waFAtco ex RAS IaETAAt NR cn Los T,NII NTOCA,lD M 90EolaE IEOUC[ AMCtIOIt SPIDNa n 1utNtTwW vw31W SHOWN ON ftAm1LE r THE TOIL.Oaa10 FACTORS. FOR lNb 4OWg11 ro K POSSIBLE NtiDll® sPANIID onANm {WNW FACTOR swu NOT RE LESS now MI,IATM aFAFA1a 111pWATFO FOR EACH A/WYWR mE Ar AIILTWR6 ItCO4. ,BIVYI 1EIB 1/•'P - _ +t/!•... t/re 1N•. ,/•L TWCVI a a.�RP-Mi(1YRt �M01MZ � .. .� Alws ITNNw a a ] ] ] ITT •eeAlwnAa DA) ] ! 7 ] a •.AA�I Y (\,} ] ] 7 ,(t ] ITT AaBNL SA aE BBJIMQ) RICIgE :1/T ]• m 1m m O MAXED INSTALLATION DETAILS FOR REGULAR PANELS) dE (1� INTO EXjSTiNG WOOD STRUCTURES (I' Th10 FANELwTE PLUG I��j. Ila-10 PANELIYLTE PLUS _ J4-10 PANELNATE PLUG O.C. W/ i 7/6• TNIEAMD POETRIITION ro - - . � TNIIIEAaEp 1'EIEfMigN ro rOOD ryEApE� >� PENETRATION ro I it OIRI1F10 W000 ,RMER `I OT67tNG WD00 HEADER 160UtPffi -- �' E14a'tR,C w000 NFIaB1 tv laorrSaotwr s+W•Ewm' f11e • jay.• ac 2oc ITfAIA1KJT"�°°�°RENDIDEAw, NL' DEF ta]EDtIM M U -_ L19Q VOkTJIxE W 90? BG�l4P W I FOR »w•E" row t �>ErA6tETNon � FOR .w�aEF+6wnW ro IRA7$ m aA8 ro aAaL -IIm. PANEL LENGTH /{AA. PANEL IENOTM f.On FW.1R IENCrIt INN-iM,• aS ' (SEE NOTE t 1 .b-rK,• s (SEE !qi i) � 1/.-.-7m1• i4 I (SEE N01F 1) W »/ TN'• • ) ,7 4 »/ TAW • L wa(3. »f 7/rP OrO . _. 1E�YRR"••W� r._ _J I aiL'rYaww10oWw A � -- -__ _ _ , Sae a K 1' OF 'L' MAX -� Lax I - i .Art Ww6/1 T/a'I • iN6 EO. l61iD1 Nr gal I •17 f/1'oc r; RCIXAED �� -ih TO PAMEIMATE RiNS q[q)WE6 , WOOD No WIDTH P!� ��,� _-- -. pENE7WggN AT -� s 1 . a.c. W/ + 7/e• ,II EAR '' NowIpTN of RATE PKENE7�gAl10N • � : t/{Y 1/d SCIIE.IA3 • - �I I , grgRRgqo.cwW.��srAooERJn w/ i } •Y'NI �_ ..•'. ' - L ` Al NEAYrTN OF PLATE - . I 9CALE 3/e.i' eYm SLOE 1/M/ SGIE 7/M,' IlDiii: i. INSTAUwtglu FOR ALTERIWITNES BW, 9W Nk /0W ONLY VALID FOR �YINIIN/rM... BUAWWGK wrn, AS.D. CESIQN LOADS LIP 10 +e3.6. -40.0 P-a.l, AND PANEL'S LENGTH UP TO 12•-4' �F•A A-• 1((/T p� L FOR NEW W000 FRAME CONSTRUCTION: WOOD MEMBERS TO 8E SOUTHERN P:' CEN$ '' S PINE N0. 2, W/ SPECIFIC DENSITY OF 0.55 OR EOULL. � �� % F ••'•. FLORIDA BUILDIMG COOS M h Velocity Nu offs Zoo• [!�=MDUNTINGS ITAttffNOf �CF%1Ms;N0. 4120 CAGE GALYAIOZED STEELSTORY PANELalw•+: CAN BE ? *: COMBINED IN ANY WAY 10 SUR ANY $ I:�MC. � �TECTION PRODUCTS, LLC. � INSTALLATION. O •.- F! RIO Ci` wm aw, a, mla.T � J W a AMY OLEIC FL .vfl{ y FS .. •'��1 � ,AA a fr fAA RAIW Awes N M,w INWN[ (ea.)eNe-Ta.e. TAR (M)eee-e7rT 20-176 A 1,:. Pr •N-tr ti � ITr A-wt WIAArW A.. -"NI LAIN i YM/laNRp[MTE fko00eTta a. A.�xn r a. .rIW .11 •„LTER A M.. P.E. ,w,W ,Am 17 a s oil' INSTALLATION DETAILS FOR OPTION j 1 FOR LIFE SAFETY STORM PANEL SYSTEM - 'N1'A°'LTE1'a'r. as •/ INTO EXISTING WOOD STRUCTURES -. , ,/j Yn. TTRRAMD POR,MTWM ro ODOMD Ro00 NEAMR J I , -,?� � Eat I I ED - a P j � 1 III E0 I' I RE•�OIIMOA'CR I suD • ,f ' °.° � ALTERNATIVE 1 ALTERNATIVE 2 1 ,/•11111• MK1WE II I �eru t��'• I ! I r Ea, � �-- I Eo; 1 j NOD° PLATE REaueEO I ALTERNATIVE-3 ALTERNATIVE 4 -AEOUR160 - t/.1 LWM SCNM • r ac W/ 1 In- .i'. IM, TMFAOM POIEIOMx OR I/nA.e/r NSW twee mmmm w/ jj /.'F-m r SS Ne. e r ac. M I/a-•-ac PNNn mot rEMNE O °P ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS NNmmAMTE Pig • r oC w// 1 1/7• Wn. SONG 3/V' . V 71NEAOm PDETMVM ro [,LS1e+0 F,cOD RATE NOR ORMIX TIMM NOT SNOAN FOR CLAN" WADI MOUNTING INSTALLATION "'"" ,�rcP A. TIL(/l ALTERNATIVE i W EN ND FLORIDA BUILDING CO wmD ,LTECo, NC. 20 GAGE GALVANREI 1, INSTALLATIONS ARE ONLY weW FDA BUU NM WITH "o. OEM LOADS UP TO 4'•, $7 1 s••A�• .w3, -,no w AM PANELS LOON UP ro V-r. 9 ., k RtD GLOBAL PROTECTN 2. FOR NEW WOOD FRAME OONSINUCTIck WOO MOWERS TO K SOUTHERN Lt •••• 1 IL E C 0 Irc. yO At PRE W. 2 w/ sPEcrC OEHIrT+' a D.S1 oR EQUAL- bhhs5l , �' ' A.. r, .- t I aA •IA»M wwlg a►R M P Of NEe.11w r, CIO CO cn om PLAIT ! l �it _ MR ,RA KPARMe11 ro gATS IN .t-NB N L L O 0 O O Lmi 12 W O Q U � o Q = Z Z Q /•J/•. I..a- SHEET N0. SH 1.1 wN �A>u TeAca a uP-Rlr wruNR FOr1E o Fru,wE Ru 1 i MAXIMUM PANEL NRE$111E m cONCR[tt ro �� ro ro tON �E,i To ro IbL01N110N1 IA2NatN t- (A) RATING f. B1DOt LTNICR!'1'IE wpCR C011CRElE ppC.t Oe11CIElE Vt.OM a TtEY 6' N/A N/A N/A 8' N/A 6• N/A 6• N/A 1 k 2 (TOP) 55.0. -72.0 B' T B• 4' 9- 9' B' B' B' B' I (BOTTOM) 5'-0' OR LESS 6' N/A N/A N/A 6• N/A B' N/A 6• N/A 1 k 2 (TOP) .55.0 -72.0 S'-C' TO 7'-6' B' a• B' 8• B' 7 1/2' B' 9' B' B' I (BOTTOM) 6' N/A N/A N/A 6• N/A 6• N/A 1 k 2 (TOP) +55.0 -72.0 r-6• ro e•-e• MNCRM W OEM ASD I (,Le • S/r rl. FILM 1v a NEW ae[ f ({RID • Y Ir ,ROIL TDP a AIE1iJ SA�1 � E k M vANAA,, wEasuR[ COl�lq jr T.• (IL) P-L OF THEM faB,2 -61.3 3• 3• ♦ 1 2' ♦ , 2• 2 (BOTTOM) Y-6' OR LESS +52.8 -06.0 3• p a• a' 2 (BOTTOM) Y-e' OR LESS fSs.D -n.o 2 1!r z 1/2' a J 1/2• 2 (eoTroM) r-e OR LESS �55.0 -72.0 2 t/2' 2 1/2" N/A NIA 2 (BOTTOM) 7'-6' TO 8'-0' +53.0 -M.0 NIA N/A 2 (BOTTOM) 7'-6• TO 8'-e' ............. GEN�, N0.44187 1.veAw Afs enRN ,w nFn LaWeN r1Arr >vMAION wr¢ PR!•AE WaRW 1' (AJ W e1An Fa,oea .San _TaD r-A• a ]/.• IW,0.1® *ODD HEADER as IEET ,. N'at ANaWRS TlPE . lPAm10 Td! a1rGx]ATia6 Nro WOOD FLAME IRIIOwR. IWWWM ArICIWR sPACNO wW M►WRNY ON DWTANCE NE waFAtco ex RAS IaETAAt NR cn Los T,NII NTOCA,lD M 90EolaE IEOUC[ AMCtIOIt SPIDNa n 1utNtTwW vw31W SHOWN ON ftAm1LE r THE TOIL.Oaa10 FACTORS. FOR lNb 4OWg11 ro K POSSIBLE NtiDll® sPANIID onANm {WNW FACTOR swu NOT RE LESS now MI,IATM aFAFA1a 111pWATFO FOR EACH A/WYWR mE Ar AIILTWR6 ItCO4. ,BIVYI 1EIB 1/•'P - _ +t/!•... t/re 1N•. ,/•L TWCVI a a.�RP-Mi(1YRt �M01MZ � .. .� Alws ITNNw a a ] ] ] ITT •eeAlwnAa DA) ] ! 7 ] a •.AA�I Y (\,} ] ] 7 ,(t ] ITT AaBNL SA aE BBJIMQ) RICIgE :1/T ]• m 1m m O MAXED INSTALLATION DETAILS FOR REGULAR PANELS) dE (1� INTO EXjSTiNG WOOD STRUCTURES (I' Th10 FANELwTE PLUG I��j. Ila-10 PANELIYLTE PLUS _ J4-10 PANELNATE PLUG O.C. W/ i 7/6• TNIEAMD POETRIITION ro - - . � TNIIIEAaEp 1'EIEfMigN ro rOOD ryEApE� >� PENETRATION ro I it OIRI1F10 W000 ,RMER `I OT67tNG WD00 HEADER 160UtPffi -- �' E14a'tR,C w000 NFIaB1 tv laorrSaotwr s+W•Ewm' f11e • jay.• ac 2oc ITfAIA1KJT"�°°�°RENDIDEAw, NL' DEF ta]EDtIM M U -_ L19Q VOkTJIxE W 90? BG�l4P W I FOR »w•E" row t �>ErA6tETNon � FOR .w�aEF+6wnW ro IRA7$ m aA8 ro aAaL -IIm. PANEL LENGTH /{AA. PANEL IENOTM f.On FW.1R IENCrIt INN-iM,• aS ' (SEE NOTE t 1 .b-rK,• s (SEE !qi i) � 1/.-.-7m1• i4 I (SEE N01F 1) W »/ TN'• • ) ,7 4 »/ TAW • L wa(3. »f 7/rP OrO . _. 1E�YRR"••W� r._ _J I aiL'rYaww10oWw A � -- -__ _ _ , Sae a K 1' OF 'L' MAX -� Lax I - i .Art Ww6/1 T/a'I • iN6 EO. l61iD1 Nr gal I •17 f/1'oc r; RCIXAED �� -ih TO PAMEIMATE RiNS q[q)WE6 , WOOD No WIDTH P!� ��,� _-- -. pENE7WggN AT -� s 1 . a.c. W/ + 7/e• ,II EAR '' NowIpTN of RATE PKENE7�gAl10N • � : t/{Y 1/d SCIIE.IA3 • - �I I , grgRRgqo.cwW.��srAooERJn w/ i } •Y'NI �_ ..•'. ' - L ` Al NEAYrTN OF PLATE - . I 9CALE 3/e.i' eYm SLOE 1/M/ SGIE 7/M,' IlDiii: i. INSTAUwtglu FOR ALTERIWITNES BW, 9W Nk /0W ONLY VALID FOR �YINIIN/rM... BUAWWGK wrn, AS.D. CESIQN LOADS LIP 10 +e3.6. -40.0 P-a.l, AND PANEL'S LENGTH UP TO 12•-4' �F•A A-• 1((/T p� L FOR NEW W000 FRAME CONSTRUCTION: WOOD MEMBERS TO 8E SOUTHERN P:' CEN$ '' S PINE N0. 2, W/ SPECIFIC DENSITY OF 0.55 OR EOULL. � �� % F ••'•. FLORIDA BUILDIMG COOS M h Velocity Nu offs Zoo• [!�=MDUNTINGS ITAttffNOf �CF%1Ms;N0. 4120 CAGE GALYAIOZED STEELSTORY PANELalw•+: CAN BE ? *: COMBINED IN ANY WAY 10 SUR ANY $ I:�MC. � �TECTION PRODUCTS, LLC. � INSTALLATION. O •.- F! RIO Ci` wm aw, a, mla.T � J W a AMY OLEIC FL .vfl{ y FS .. •'��1 � ,AA a fr fAA RAIW Awes N M,w INWN[ (ea.)eNe-Ta.e. TAR (M)eee-e7rT 20-176 A 1,:. Pr •N-tr ti � ITr A-wt WIAArW A.. -"NI LAIN i YM/laNRp[MTE fko00eTta a. A.�xn r a. .rIW .11 •„LTER A M.. P.E. ,w,W ,Am 17 a s oil' INSTALLATION DETAILS FOR OPTION j 1 FOR LIFE SAFETY STORM PANEL SYSTEM - 'N1'A°'LTE1'a'r. as •/ INTO EXISTING WOOD STRUCTURES -. , ,/j Yn. TTRRAMD POR,MTWM ro ODOMD Ro00 NEAMR J I , -,?� � Eat I I ED - a P j � 1 III E0 I' I RE•�OIIMOA'CR I suD • ,f ' °.° � ALTERNATIVE 1 ALTERNATIVE 2 1 ,/•11111• MK1WE II I �eru t��'• I ! I r Ea, � �-- I Eo; 1 j NOD° PLATE REaueEO I ALTERNATIVE-3 ALTERNATIVE 4 -AEOUR160 - t/.1 LWM SCNM • r ac W/ 1 In- .i'. IM, TMFAOM POIEIOMx OR I/nA.e/r NSW twee mmmm w/ jj /.'F-m r SS Ne. e r ac. M I/a-•-ac PNNn mot rEMNE O °P ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS NNmmAMTE Pig • r oC w// 1 1/7• Wn. SONG 3/V' . V 71NEAOm PDETMVM ro [,LS1e+0 F,cOD RATE NOR ORMIX TIMM NOT SNOAN FOR CLAN" WADI MOUNTING INSTALLATION "'"" ,�rcP A. TIL(/l ALTERNATIVE i W EN ND FLORIDA BUILDING CO wmD ,LTECo, NC. 20 GAGE GALVANREI 1, INSTALLATIONS ARE ONLY weW FDA BUU NM WITH "o. OEM LOADS UP TO 4'•, $7 1 s••A�• .w3, -,no w AM PANELS LOON UP ro V-r. 9 ., k RtD GLOBAL PROTECTN 2. FOR NEW WOOD FRAME OONSINUCTIck WOO MOWERS TO K SOUTHERN Lt •••• 1 IL E C 0 Irc. yO At PRE W. 2 w/ sPEcrC OEHIrT+' a D.S1 oR EQUAL- bhhs5l , �' ' A.. r, .- t I aA •IA»M wwlg a►R M P Of NEe.11w r, CIO CO cn om PLAIT ! l �it _ MR ,RA KPARMe11 ro gATS IN .t-NB N L L O 0 O O Lmi 12 W O Q U � o Q = Z Z Q /•J/•. I..a- SHEET N0. SH 1.1 W OEM ASD I (,Le • S/r rl. FILM 1v a NEW ae[ f ({RID • Y Ir ,ROIL TDP a AIE1iJ SA�1 � E k M vANAA,, wEasuR[ COl�lq jr T.• (IL) P-L OF THEM faB,2 -61.3 3• 3• ♦ 1 2' ♦ , 2• 2 (BOTTOM) Y-6' OR LESS +52.8 -06.0 3• p a• a' 2 (BOTTOM) Y-e' OR LESS fSs.D -n.o 2 1!r z 1/2' a J 1/2• 2 (eoTroM) r-e OR LESS �55.0 -72.0 2 t/2' 2 1/2" N/A NIA 2 (BOTTOM) 7'-6' TO 8'-0' +53.0 -M.0 NIA N/A 2 (BOTTOM) 7'-6• TO 8'-e' ............. GEN�, N0.44187 1.veAw Afs enRN ,w nFn LaWeN r1Arr >vMAION wr¢ PR!•AE WaRW 1' (AJ W e1An Fa,oea .San _TaD r-A• a ]/.• IW,0.1® *ODD HEADER as IEET ,. N'at ANaWRS TlPE . lPAm10 Td! a1rGx]ATia6 Nro WOOD FLAME IRIIOwR. IWWWM ArICIWR sPACNO wW M►WRNY ON DWTANCE NE waFAtco ex RAS IaETAAt NR cn Los T,NII NTOCA,lD M 90EolaE IEOUC[ AMCtIOIt SPIDNa n 1utNtTwW vw31W SHOWN ON ftAm1LE r THE TOIL.Oaa10 FACTORS. FOR lNb 4OWg11 ro K POSSIBLE NtiDll® sPANIID onANm {WNW FACTOR swu NOT RE LESS now MI,IATM aFAFA1a 111pWATFO FOR EACH A/WYWR mE Ar AIILTWR6 ItCO4. ,BIVYI 1EIB 1/•'P - _ +t/!•... t/re 1N•. ,/•L TWCVI a a.�RP-Mi(1YRt �M01MZ � .. .� Alws ITNNw a a ] ] ] ITT •eeAlwnAa DA) ] ! 7 ] a •.AA�I Y (\,} ] ] 7 ,(t ] ITT AaBNL SA aE BBJIMQ) RICIgE :1/T ]• m 1m m O MAXED INSTALLATION DETAILS FOR REGULAR PANELS) dE (1� INTO EXjSTiNG WOOD STRUCTURES (I' Th10 FANELwTE PLUG I��j. Ila-10 PANELIYLTE PLUS _ J4-10 PANELNATE PLUG O.C. W/ i 7/6• TNIEAMD POETRIITION ro - - . � TNIIIEAaEp 1'EIEfMigN ro rOOD ryEApE� >� PENETRATION ro I it OIRI1F10 W000 ,RMER `I OT67tNG WD00 HEADER 160UtPffi -- �' E14a'tR,C w000 NFIaB1 tv laorrSaotwr s+W•Ewm' f11e • jay.• ac 2oc ITfAIA1KJT"�°°�°RENDIDEAw, NL' DEF ta]EDtIM M U -_ L19Q VOkTJIxE W 90? BG�l4P W I FOR »w•E" row t �>ErA6tETNon � FOR .w�aEF+6wnW ro IRA7$ m aA8 ro aAaL -IIm. PANEL LENGTH /{AA. PANEL IENOTM f.On FW.1R IENCrIt INN-iM,• aS ' (SEE NOTE t 1 .b-rK,• s (SEE !qi i) � 1/.-.-7m1• i4 I (SEE N01F 1) W »/ TN'• • ) ,7 4 »/ TAW • L wa(3. »f 7/rP OrO . _. 1E�YRR"••W� r._ _J I aiL'rYaww10oWw A � -- -__ _ _ , Sae a K 1' OF 'L' MAX -� Lax I - i .Art Ww6/1 T/a'I • iN6 EO. l61iD1 Nr gal I •17 f/1'oc r; RCIXAED �� -ih TO PAMEIMATE RiNS q[q)WE6 , WOOD No WIDTH P!� ��,� _-- -. pENE7WggN AT -� s 1 . a.c. W/ + 7/e• ,II EAR '' NowIpTN of RATE PKENE7�gAl10N • � : t/{Y 1/d SCIIE.IA3 • - �I I , grgRRgqo.cwW.��srAooERJn w/ i } •Y'NI �_ ..•'. ' - L ` Al NEAYrTN OF PLATE - . I 9CALE 3/e.i' eYm SLOE 1/M/ SGIE 7/M,' IlDiii: i. INSTAUwtglu FOR ALTERIWITNES BW, 9W Nk /0W ONLY VALID FOR �YINIIN/rM... BUAWWGK wrn, AS.D. CESIQN LOADS LIP 10 +e3.6. -40.0 P-a.l, AND PANEL'S LENGTH UP TO 12•-4' �F•A A-• 1((/T p� L FOR NEW W000 FRAME CONSTRUCTION: WOOD MEMBERS TO 8E SOUTHERN P:' CEN$ '' S PINE N0. 2, W/ SPECIFIC DENSITY OF 0.55 OR EOULL. � �� % F ••'•. FLORIDA BUILDIMG COOS M h Velocity Nu offs Zoo• [!�=MDUNTINGS ITAttffNOf �CF%1Ms;N0. 4120 CAGE GALYAIOZED STEELSTORY PANELalw•+: CAN BE ? *: COMBINED IN ANY WAY 10 SUR ANY $ I:�MC. � �TECTION PRODUCTS, LLC. � INSTALLATION. O •.- F! RIO Ci` wm aw, a, mla.T � J W a AMY OLEIC FL .vfl{ y FS .. •'��1 � ,AA a fr fAA RAIW Awes N M,w INWN[ (ea.)eNe-Ta.e. TAR (M)eee-e7rT 20-176 A 1,:. Pr •N-tr ti � ITr A-wt WIAArW A.. -"NI LAIN i YM/laNRp[MTE fko00eTta a. A.�xn r a. .rIW .11 •„LTER A M.. P.E. ,w,W ,Am 17 a s oil' INSTALLATION DETAILS FOR OPTION j 1 FOR LIFE SAFETY STORM PANEL SYSTEM - 'N1'A°'LTE1'a'r. as •/ INTO EXISTING WOOD STRUCTURES -. , ,/j Yn. TTRRAMD POR,MTWM ro ODOMD Ro00 NEAMR J I , -,?� � Eat I I ED - a P j � 1 III E0 I' I RE•�OIIMOA'CR I suD • ,f ' °.° � ALTERNATIVE 1 ALTERNATIVE 2 1 ,/•11111• MK1WE II I �eru t��'• I ! I r Ea, � �-- I Eo; 1 j NOD° PLATE REaueEO I ALTERNATIVE-3 ALTERNATIVE 4 -AEOUR160 - t/.1 LWM SCNM • r ac W/ 1 In- .i'. IM, TMFAOM POIEIOMx OR I/nA.e/r NSW twee mmmm w/ jj /.'F-m r SS Ne. e r ac. M I/a-•-ac PNNn mot rEMNE O °P ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS NNmmAMTE Pig • r oC w// 1 1/7• Wn. SONG 3/V' . V 71NEAOm PDETMVM ro [,LS1e+0 F,cOD RATE NOR ORMIX TIMM NOT SNOAN FOR CLAN" WADI MOUNTING INSTALLATION "'"" ,�rcP A. TIL(/l ALTERNATIVE i W EN ND FLORIDA BUILDING CO wmD ,LTECo, NC. 20 GAGE GALVANREI 1, INSTALLATIONS ARE ONLY weW FDA BUU NM WITH "o. OEM LOADS UP TO 4'•, $7 1 s••A�• .w3, -,no w AM PANELS LOON UP ro V-r. 9 ., k RtD GLOBAL PROTECTN 2. FOR NEW WOOD FRAME OONSINUCTIck WOO MOWERS TO K SOUTHERN Lt •••• 1 IL E C 0 Irc. yO At PRE W. 2 w/ sPEcrC OEHIrT+' a D.S1 oR EQUAL- bhhs5l , �' ' A.. r, .- t I aA •IA»M wwlg a►R M P Of NEe.11w r, CIO CO cn om PLAIT ! l �it _ MR ,RA KPARMe11 ro gATS IN .t-NB N L L O 0 O O Lmi 12 W O Q U � o Q = Z Z Q /•J/•. I..a- SHEET N0. SH 1.1 GEN�, N0.44187 1.veAw Afs enRN ,w nFn LaWeN r1Arr >vMAION wr¢ PR!•AE WaRW 1' (AJ W e1An Fa,oea .San _TaD r-A• a ]/.• IW,0.1® *ODD HEADER as IEET ,. N'at ANaWRS TlPE . lPAm10 Td! a1rGx]ATia6 Nro WOOD FLAME IRIIOwR. IWWWM ArICIWR sPACNO wW M►WRNY ON DWTANCE NE waFAtco ex RAS IaETAAt NR cn Los T,NII NTOCA,lD M 90EolaE IEOUC[ AMCtIOIt SPIDNa n 1utNtTwW vw31W SHOWN ON ftAm1LE r THE TOIL.Oaa10 FACTORS. FOR lNb 4OWg11 ro K POSSIBLE NtiDll® sPANIID onANm {WNW FACTOR swu NOT RE LESS now MI,IATM aFAFA1a 111pWATFO FOR EACH A/WYWR mE Ar AIILTWR6 ItCO4. ,BIVYI 1EIB 1/•'P - _ +t/!•... t/re 1N•. ,/•L TWCVI a a.�RP-Mi(1YRt �M01MZ � .. .� Alws ITNNw a a ] ] ] ITT •eeAlwnAa DA) ] ! 7 ] a •.AA�I Y (\,} ] ] 7 ,(t ] ITT AaBNL SA aE BBJIMQ) RICIgE :1/T ]• m 1m m O MAXED INSTALLATION DETAILS FOR REGULAR PANELS) dE (1� INTO EXjSTiNG WOOD STRUCTURES (I' Th10 FANELwTE PLUG I��j. Ila-10 PANELIYLTE PLUS _ J4-10 PANELNATE PLUG O.C. W/ i 7/6• TNIEAMD POETRIITION ro - - . � TNIIIEAaEp 1'EIEfMigN ro rOOD ryEApE� >� PENETRATION ro I it OIRI1F10 W000 ,RMER `I OT67tNG WD00 HEADER 160UtPffi -- �' E14a'tR,C w000 NFIaB1 tv laorrSaotwr s+W•Ewm' f11e • jay.• ac 2oc ITfAIA1KJT"�°°�°RENDIDEAw, NL' DEF ta]EDtIM M U -_ L19Q VOkTJIxE W 90? BG�l4P W I FOR »w•E" row t �>ErA6tETNon � FOR .w�aEF+6wnW ro IRA7$ m aA8 ro aAaL -IIm. PANEL LENGTH /{AA. PANEL IENOTM f.On FW.1R IENCrIt INN-iM,• aS ' (SEE NOTE t 1 .b-rK,• s (SEE !qi i) � 1/.-.-7m1• i4 I (SEE N01F 1) W »/ TN'• • ) ,7 4 »/ TAW • L wa(3. »f 7/rP OrO . _. 1E�YRR"••W� r._ _J I aiL'rYaww10oWw A � -- -__ _ _ , Sae a K 1' OF 'L' MAX -� Lax I - i .Art Ww6/1 T/a'I • iN6 EO. l61iD1 Nr gal I •17 f/1'oc r; RCIXAED �� -ih TO PAMEIMATE RiNS q[q)WE6 , WOOD No WIDTH P!� ��,� _-- -. pENE7WggN AT -� s 1 . a.c. W/ + 7/e• ,II EAR '' NowIpTN of RATE PKENE7�gAl10N • � : t/{Y 1/d SCIIE.IA3 • - �I I , grgRRgqo.cwW.��srAooERJn w/ i } •Y'NI �_ ..•'. ' - L ` Al NEAYrTN OF PLATE - . I 9CALE 3/e.i' eYm SLOE 1/M/ SGIE 7/M,' IlDiii: i. INSTAUwtglu FOR ALTERIWITNES BW, 9W Nk /0W ONLY VALID FOR �YINIIN/rM... BUAWWGK wrn, AS.D. CESIQN LOADS LIP 10 +e3.6. -40.0 P-a.l, AND PANEL'S LENGTH UP TO 12•-4' �F•A A-• 1((/T p� L FOR NEW W000 FRAME CONSTRUCTION: WOOD MEMBERS TO 8E SOUTHERN P:' CEN$ '' S PINE N0. 2, W/ SPECIFIC DENSITY OF 0.55 OR EOULL. � �� % F ••'•. FLORIDA BUILDIMG COOS M h Velocity Nu offs Zoo• [!�=MDUNTINGS ITAttffNOf �CF%1Ms;N0. 4120 CAGE GALYAIOZED STEELSTORY PANELalw•+: CAN BE ? *: COMBINED IN ANY WAY 10 SUR ANY $ I:�MC. � �TECTION PRODUCTS, LLC. � INSTALLATION. O •.- F! RIO Ci` wm aw, a, mla.T � J W a AMY OLEIC FL .vfl{ y FS .. •'��1 � ,AA a fr fAA RAIW Awes N M,w INWN[ (ea.)eNe-Ta.e. TAR (M)eee-e7rT 20-176 A 1,:. Pr •N-tr ti � ITr A-wt WIAArW A.. -"NI LAIN i YM/laNRp[MTE fko00eTta a. A.�xn r a. .rIW .11 •„LTER A M.. P.E. ,w,W ,Am 17 a s oil' INSTALLATION DETAILS FOR OPTION j 1 FOR LIFE SAFETY STORM PANEL SYSTEM - 'N1'A°'LTE1'a'r. as •/ INTO EXISTING WOOD STRUCTURES -. , ,/j Yn. TTRRAMD POR,MTWM ro ODOMD Ro00 NEAMR J I , -,?� � Eat I I ED - a P j � 1 III E0 I' I RE•�OIIMOA'CR I suD • ,f ' °.° � ALTERNATIVE 1 ALTERNATIVE 2 1 ,/•11111• MK1WE II I �eru t��'• I ! I r Ea, � �-- I Eo; 1 j NOD° PLATE REaueEO I ALTERNATIVE-3 ALTERNATIVE 4 -AEOUR160 - t/.1 LWM SCNM • r ac W/ 1 In- .i'. IM, TMFAOM POIEIOMx OR I/nA.e/r NSW twee mmmm w/ jj /.'F-m r SS Ne. e r ac. M I/a-•-ac PNNn mot rEMNE O °P ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS NNmmAMTE Pig • r oC w// 1 1/7• Wn. SONG 3/V' . V 71NEAOm PDETMVM ro [,LS1e+0 F,cOD RATE NOR ORMIX TIMM NOT SNOAN FOR CLAN" WADI MOUNTING INSTALLATION "'"" ,�rcP A. TIL(/l ALTERNATIVE i W EN ND FLORIDA BUILDING CO wmD ,LTECo, NC. 20 GAGE GALVANREI 1, INSTALLATIONS ARE ONLY weW FDA BUU NM WITH "o. OEM LOADS UP TO 4'•, $7 1 s••A�• .w3, -,no w AM PANELS LOON UP ro V-r. 9 ., k RtD GLOBAL PROTECTN 2. FOR NEW WOOD FRAME OONSINUCTIck WOO MOWERS TO K SOUTHERN Lt •••• 1 IL E C 0 Irc. yO At PRE W. 2 w/ sPEcrC OEHIrT+' a D.S1 oR EQUAL- bhhs5l , �' ' A.. r, .- t I aA •IA»M wwlg a►R M P Of NEe.11w r, CIO CO cn om PLAIT ! l �it _ MR ,RA KPARMe11 ro gATS IN .t-NB N L L O 0 O O Lmi 12 W O Q U � o Q = Z Z Q /•J/•. I..a- SHEET N0. SH 1.1 *ODD HEADER as IEET ,. N'at ANaWRS TlPE . lPAm10 Td! a1rGx]ATia6 Nro WOOD FLAME IRIIOwR. IWWWM ArICIWR sPACNO wW M►WRNY ON DWTANCE NE waFAtco ex RAS IaETAAt NR cn Los T,NII NTOCA,lD M 90EolaE IEOUC[ AMCtIOIt SPIDNa n 1utNtTwW vw31W SHOWN ON ftAm1LE r THE TOIL.Oaa10 FACTORS. FOR lNb 4OWg11 ro K POSSIBLE NtiDll® sPANIID onANm {WNW FACTOR swu NOT RE LESS now MI,IATM aFAFA1a 111pWATFO FOR EACH A/WYWR mE Ar AIILTWR6 ItCO4. ,BIVYI 1EIB 1/•'P - _ +t/!•... t/re 1N•. ,/•L TWCVI a a.�RP-Mi(1YRt �M01MZ � .. .� Alws ITNNw a a ] ] ] ITT •eeAlwnAa DA) ] ! 7 ] a •.AA�I Y (\,} ] ] 7 ,(t ] ITT AaBNL SA aE BBJIMQ) RICIgE :1/T ]• m 1m m O MAXED INSTALLATION DETAILS FOR REGULAR PANELS) dE (1� INTO EXjSTiNG WOOD STRUCTURES (I' Th10 FANELwTE PLUG I��j. Ila-10 PANELIYLTE PLUS _ J4-10 PANELNATE PLUG O.C. W/ i 7/6• TNIEAMD POETRIITION ro - - . � TNIIIEAaEp 1'EIEfMigN ro rOOD ryEApE� >� PENETRATION ro I it OIRI1F10 W000 ,RMER `I OT67tNG WD00 HEADER 160UtPffi -- �' E14a'tR,C w000 NFIaB1 tv laorrSaotwr s+W•Ewm' f11e • jay.• ac 2oc ITfAIA1KJT"�°°�°RENDIDEAw, NL' DEF ta]EDtIM M U -_ L19Q VOkTJIxE W 90? BG�l4P W I FOR »w•E" row t �>ErA6tETNon � FOR .w�aEF+6wnW ro IRA7$ m aA8 ro aAaL -IIm. PANEL LENGTH /{AA. PANEL IENOTM f.On FW.1R IENCrIt INN-iM,• aS ' (SEE NOTE t 1 .b-rK,• s (SEE !qi i) � 1/.-.-7m1• i4 I (SEE N01F 1) W »/ TN'• • ) ,7 4 »/ TAW • L wa(3. »f 7/rP OrO . _. 1E�YRR"••W� r._ _J I aiL'rYaww10oWw A � -- -__ _ _ , Sae a K 1' OF 'L' MAX -� Lax I - i .Art Ww6/1 T/a'I • iN6 EO. l61iD1 Nr gal I •17 f/1'oc r; RCIXAED �� -ih TO PAMEIMATE RiNS q[q)WE6 , WOOD No WIDTH P!� ��,� _-- -. pENE7WggN AT -� s 1 . a.c. W/ + 7/e• ,II EAR '' NowIpTN of RATE PKENE7�gAl10N • � : t/{Y 1/d SCIIE.IA3 • - �I I , grgRRgqo.cwW.��srAooERJn w/ i } •Y'NI �_ ..•'. ' - L ` Al NEAYrTN OF PLATE - . I 9CALE 3/e.i' eYm SLOE 1/M/ SGIE 7/M,' IlDiii: i. INSTAUwtglu FOR ALTERIWITNES BW, 9W Nk /0W ONLY VALID FOR �YINIIN/rM... BUAWWGK wrn, AS.D. CESIQN LOADS LIP 10 +e3.6. -40.0 P-a.l, AND PANEL'S LENGTH UP TO 12•-4' �F•A A-• 1((/T p� L FOR NEW W000 FRAME CONSTRUCTION: WOOD MEMBERS TO 8E SOUTHERN P:' CEN$ '' S PINE N0. 2, W/ SPECIFIC DENSITY OF 0.55 OR EOULL. � �� % F ••'•. FLORIDA BUILDIMG COOS M h Velocity Nu offs Zoo• [!�=MDUNTINGS ITAttffNOf �CF%1Ms;N0. 4120 CAGE GALYAIOZED STEELSTORY PANELalw•+: CAN BE ? *: COMBINED IN ANY WAY 10 SUR ANY $ I:�MC. � �TECTION PRODUCTS, LLC. � INSTALLATION. O •.- F! RIO Ci` wm aw, a, mla.T � J W a AMY OLEIC FL .vfl{ y FS .. •'��1 � ,AA a fr fAA RAIW Awes N M,w INWN[ (ea.)eNe-Ta.e. TAR (M)eee-e7rT 20-176 A 1,:. Pr •N-tr ti � ITr A-wt WIAArW A.. -"NI LAIN i YM/laNRp[MTE fko00eTta a. A.�xn r a. .rIW .11 •„LTER A M.. P.E. ,w,W ,Am 17 a s oil' INSTALLATION DETAILS FOR OPTION j 1 FOR LIFE SAFETY STORM PANEL SYSTEM - 'N1'A°'LTE1'a'r. as •/ INTO EXISTING WOOD STRUCTURES -. , ,/j Yn. TTRRAMD POR,MTWM ro ODOMD Ro00 NEAMR J I , -,?� � Eat I I ED - a P j � 1 III E0 I' I RE•�OIIMOA'CR I suD • ,f ' °.° � ALTERNATIVE 1 ALTERNATIVE 2 1 ,/•11111• MK1WE II I �eru t��'• I ! I r Ea, � �-- I Eo; 1 j NOD° PLATE REaueEO I ALTERNATIVE-3 ALTERNATIVE 4 -AEOUR160 - t/.1 LWM SCNM • r ac W/ 1 In- .i'. IM, TMFAOM POIEIOMx OR I/nA.e/r NSW twee mmmm w/ jj /.'F-m r SS Ne. e r ac. M I/a-•-ac PNNn mot rEMNE O °P ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS NNmmAMTE Pig • r oC w// 1 1/7• Wn. SONG 3/V' . V 71NEAOm PDETMVM ro [,LS1e+0 F,cOD RATE NOR ORMIX TIMM NOT SNOAN FOR CLAN" WADI MOUNTING INSTALLATION "'"" ,�rcP A. TIL(/l ALTERNATIVE i W EN ND FLORIDA BUILDING CO wmD ,LTECo, NC. 20 GAGE GALVANREI 1, INSTALLATIONS ARE ONLY weW FDA BUU NM WITH "o. OEM LOADS UP TO 4'•, $7 1 s••A�• .w3, -,no w AM PANELS LOON UP ro V-r. 9 ., k RtD GLOBAL PROTECTN 2. FOR NEW WOOD FRAME OONSINUCTIck WOO MOWERS TO K SOUTHERN Lt •••• 1 IL E C 0 Irc. yO At PRE W. 2 w/ sPEcrC OEHIrT+' a D.S1 oR EQUAL- bhhs5l , �' ' A.. r, .- t I aA •IA»M wwlg a►R M P Of NEe.11w r, CIO CO cn om PLAIT ! l �it _ MR ,RA KPARMe11 ro gATS IN .t-NB N L L O 0 O O Lmi 12 W O Q U � o Q = Z Z Q /•J/•. I..a- SHEET N0. SH 1.1 INSTALLATION DETAILS FOR REGULAR PANELS) dE (1� INTO EXjSTiNG WOOD STRUCTURES (I' Th10 FANELwTE PLUG I��j. Ila-10 PANELIYLTE PLUS _ J4-10 PANELNATE PLUG O.C. W/ i 7/6• TNIEAMD POETRIITION ro - - . � TNIIIEAaEp 1'EIEfMigN ro rOOD ryEApE� >� PENETRATION ro I it OIRI1F10 W000 ,RMER `I OT67tNG WD00 HEADER 160UtPffi -- �' E14a'tR,C w000 NFIaB1 tv laorrSaotwr s+W•Ewm' f11e • jay.• ac 2oc ITfAIA1KJT"�°°�°RENDIDEAw, NL' DEF ta]EDtIM M U -_ L19Q VOkTJIxE W 90? BG�l4P W I FOR »w•E" row t �>ErA6tETNon � FOR .w�aEF+6wnW ro IRA7$ m aA8 ro aAaL -IIm. PANEL LENGTH /{AA. PANEL IENOTM f.On FW.1R IENCrIt INN-iM,• aS ' (SEE NOTE t 1 .b-rK,• s (SEE !qi i) � 1/.-.-7m1• i4 I (SEE N01F 1) W »/ TN'• • ) ,7 4 »/ TAW • L wa(3. »f 7/rP OrO . _. 1E�YRR"••W� r._ _J I aiL'rYaww10oWw A � -- -__ _ _ , Sae a K 1' OF 'L' MAX -� Lax I - i .Art Ww6/1 T/a'I • iN6 EO. l61iD1 Nr gal I •17 f/1'oc r; RCIXAED �� -ih TO PAMEIMATE RiNS q[q)WE6 , WOOD No WIDTH P!� ��,� _-- -. pENE7WggN AT -� s 1 . a.c. W/ + 7/e• ,II EAR '' NowIpTN of RATE PKENE7�gAl10N • � : t/{Y 1/d SCIIE.IA3 • - �I I , grgRRgqo.cwW.��srAooERJn w/ i } •Y'NI �_ ..•'. ' - L ` Al NEAYrTN OF PLATE - . I 9CALE 3/e.i' eYm SLOE 1/M/ SGIE 7/M,' IlDiii: i. INSTAUwtglu FOR ALTERIWITNES BW, 9W Nk /0W ONLY VALID FOR �YINIIN/rM... BUAWWGK wrn, AS.D. CESIQN LOADS LIP 10 +e3.6. -40.0 P-a.l, AND PANEL'S LENGTH UP TO 12•-4' �F•A A-• 1((/T p� L FOR NEW W000 FRAME CONSTRUCTION: WOOD MEMBERS TO 8E SOUTHERN P:' CEN$ '' S PINE N0. 2, W/ SPECIFIC DENSITY OF 0.55 OR EOULL. � �� % F ••'•. FLORIDA BUILDIMG COOS M h Velocity Nu offs Zoo• [!�=MDUNTINGS ITAttffNOf �CF%1Ms;N0. 4120 CAGE GALYAIOZED STEELSTORY PANELalw•+: CAN BE ? *: COMBINED IN ANY WAY 10 SUR ANY $ I:�MC. � �TECTION PRODUCTS, LLC. � INSTALLATION. O •.- F! RIO Ci` wm aw, a, mla.T � J W a AMY OLEIC FL .vfl{ y FS .. •'��1 � ,AA a fr fAA RAIW Awes N M,w INWN[ (ea.)eNe-Ta.e. TAR (M)eee-e7rT 20-176 A 1,:. Pr •N-tr ti � ITr A-wt WIAArW A.. -"NI LAIN i YM/laNRp[MTE fko00eTta a. A.�xn r a. .rIW .11 •„LTER A M.. P.E. ,w,W ,Am 17 a s oil' INSTALLATION DETAILS FOR OPTION j 1 FOR LIFE SAFETY STORM PANEL SYSTEM - 'N1'A°'LTE1'a'r. as •/ INTO EXISTING WOOD STRUCTURES -. , ,/j Yn. TTRRAMD POR,MTWM ro ODOMD Ro00 NEAMR J I , -,?� � Eat I I ED - a P j � 1 III E0 I' I RE•�OIIMOA'CR I suD • ,f ' °.° � ALTERNATIVE 1 ALTERNATIVE 2 1 ,/•11111• MK1WE II I �eru t��'• I ! I r Ea, � �-- I Eo; 1 j NOD° PLATE REaueEO I ALTERNATIVE-3 ALTERNATIVE 4 -AEOUR160 - t/.1 LWM SCNM • r ac W/ 1 In- .i'. IM, TMFAOM POIEIOMx OR I/nA.e/r NSW twee mmmm w/ jj /.'F-m r SS Ne. e r ac. M I/a-•-ac PNNn mot rEMNE O °P ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS NNmmAMTE Pig • r oC w// 1 1/7• Wn. SONG 3/V' . V 71NEAOm PDETMVM ro [,LS1e+0 F,cOD RATE NOR ORMIX TIMM NOT SNOAN FOR CLAN" WADI MOUNTING INSTALLATION "'"" ,�rcP A. TIL(/l ALTERNATIVE i W EN ND FLORIDA BUILDING CO wmD ,LTECo, NC. 20 GAGE GALVANREI 1, INSTALLATIONS ARE ONLY weW FDA BUU NM WITH "o. OEM LOADS UP TO 4'•, $7 1 s••A�• .w3, -,no w AM PANELS LOON UP ro V-r. 9 ., k RtD GLOBAL PROTECTN 2. FOR NEW WOOD FRAME OONSINUCTIck WOO MOWERS TO K SOUTHERN Lt •••• 1 IL E C 0 Irc. yO At PRE W. 2 w/ sPEcrC OEHIrT+' a D.S1 oR EQUAL- bhhs5l , �' ' A.. r, .- t I aA •IA»M wwlg a►R M P Of NEe.11w r, CIO CO cn om PLAIT ! l �it _ MR ,RA KPARMe11 ro gATS IN .t-NB N L L O 0 O O Lmi 12 W O Q U � o Q = Z Z Q /•J/•. I..a- SHEET N0. SH 1.1 INSTALLATION DETAILS FOR OPTION j 1 FOR LIFE SAFETY STORM PANEL SYSTEM - 'N1'A°'LTE1'a'r. as •/ INTO EXISTING WOOD STRUCTURES -. , ,/j Yn. TTRRAMD POR,MTWM ro ODOMD Ro00 NEAMR J I , -,?� � Eat I I ED - a P j � 1 III E0 I' I RE•�OIIMOA'CR I suD • ,f ' °.° � ALTERNATIVE 1 ALTERNATIVE 2 1 ,/•11111• MK1WE II I �eru t��'• I ! I r Ea, � �-- I Eo; 1 j NOD° PLATE REaueEO I ALTERNATIVE-3 ALTERNATIVE 4 -AEOUR160 - t/.1 LWM SCNM • r ac W/ 1 In- .i'. IM, TMFAOM POIEIOMx OR I/nA.e/r NSW twee mmmm w/ jj /.'F-m r SS Ne. e r ac. M I/a-•-ac PNNn mot rEMNE O °P ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS NNmmAMTE Pig • r oC w// 1 1/7• Wn. SONG 3/V' . V 71NEAOm PDETMVM ro [,LS1e+0 F,cOD RATE NOR ORMIX TIMM NOT SNOAN FOR CLAN" WADI MOUNTING INSTALLATION "'"" ,�rcP A. TIL(/l ALTERNATIVE i W EN ND FLORIDA BUILDING CO wmD ,LTECo, NC. 20 GAGE GALVANREI 1, INSTALLATIONS ARE ONLY weW FDA BUU NM WITH "o. OEM LOADS UP TO 4'•, $7 1 s••A�• .w3, -,no w AM PANELS LOON UP ro V-r. 9 ., k RtD GLOBAL PROTECTN 2. FOR NEW WOOD FRAME OONSINUCTIck WOO MOWERS TO K SOUTHERN Lt •••• 1 IL E C 0 Irc. yO At PRE W. 2 w/ sPEcrC OEHIrT+' a D.S1 oR EQUAL- bhhs5l , �' ' A.. r, .- t I aA •IA»M wwlg a►R M P Of NEe.11w r, CIO CO cn om PLAIT ! l �it _ MR ,RA KPARMe11 ro gATS IN .t-NB N L L O 0 O O Lmi 12 W O Q U � o Q = Z Z Q /•J/•. I..a- SHEET N0. SH 1.1 W O Q U � o Q = Z Z Q /•J/•. I..a- SHEET N0. SH 1.1 A--AaLL - I A I ii, - EXISTING NO, unnal.w., W AAW CLASS on sclauu. - ANCHORS (SEE SECTIONS ON 94EM 17. 18. IS & 20) 3 7 0/17. WIL, 31111 41VI7, $08. 3: MAX VAX I';k ?AW/19 All aww I MIN. AM 00/1� "w/19 D.MC4y- 1-0 0 �o 0 0 0 0 7 0- 7_7 TDR@ TiNFE1, Am �A: A PANEL L04MM (SEE SCHEDULE) IT. I widrox 13YANOw 0 In __1 0.1111 ..@"IIL "A AT UFT a fw WOOL �3 No W17. a/17. UP& 41VII.Im/ 8. 3- &;A TOST I 1. MIN fW/lt. 7011111/1 AW/20 ON/1% MOT/ 9 &,WN120 I' WIN - ANCHORS (SEE SECTIONS ON SHEETS 17. 19. 19 & 20) - opnoN #2 Fog LiFE sAFEry sTogm PANELamvao SCALE amommommm SECTION A -A WALE MAXIMUM A.S 'D. MD.. PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESS RE RATING (p.s.0 0 L (ft.) (SEE SECTIONS) TO GLASS 1 CONDITION 1 +55.0, -72.0 s'-s" 2 3/4' _T UNBOLTED INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES Till wow 1/4-0 TAPCOH 0 Ir D.C. TAPOON 0 W G.0 41,01 TAPcON 6 r O.c 1/4's TAPCOM 0 6* Dc. I I TWECO PENETRATION AT WOOD PENETRATION AT WOW Ir wel ITABE"M Ir WIN "N"MED lj A" wm HEADER HEAM HEADER HEADEA 1/4' M" M_ Iks. 2 2 r ;"EF rr, A, ONT 2. EXISTING El V Al GLASS ne, MAIR Il GL. PANEL P., (SEE NOTE I BUDW) 'E' M.. PANEL LENGTH F VNIE" 19) V M. PANEL LENGTH AG SEE OKFE I KID" PANEL LENGTH AN, (SEE N01F I BELOW) M GAO (SEE KIM I SELOW) I, WHBA" a sw 101 AT, 7/9-0 . 3/32' 7/8. . 3/32' Four WOOD NUT AT THW_ADM PENETRATION AT WDkVN OF PLATE: q: '_ �T� 132� IONOBB;= - I " I IT t�� em, wm w 3/32* WASFA31 0 12 t/2' O.0 NUT weswil (BEYOND) THREADED ""ADEO AT MTD.1DYH r.. OF PLATE OF PLATE _QW PLATE JaW PLAIT WALL WOUNN IMMIATION WALL MM ING INSUVAMN _0 AL 'N ERMPANIEL PANIEL 0 AR AM41 tff� SCALE 3/r.t" SCALE 3/V-1" NO= ARE DAILY %44.0 MR SUIUDNOGS WITH A_SD. DIUMON LOADS W :,OWAUAtlDkS TO -563. -72.0 PSIT AND PANELS UIDIGIN LIP 70 W-r 2 FOR NEW WOW FRAME CONFrRUCTOW WOOD MEMBERS TO BE SOUTMIDIANT PIK NO 2. W/ SPECIFIC DENSITY OF 0.55 OR (WAL 'W L I ___ " I -1/40-W.3/4113, M.S- W/ %3/32 W/ 1 7/0 OWING NW M "UT WASHER 0 ;2 1/2' O.0 wAsHER EsEVIOD) 1/4-0 TAPCON 0 9' OX, W TH,,AM p 11;DrAT AMORMTH OF PLATE _jat;,VOO PLATE ",IT 9 1& INSTALLATM wiu mugnmig I AMw a REGULAR PANEL SCALE 311r-I AM "-PANIEL SCALE 31V-1* COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS (SCALE 1/2-11 .15.191V (TOTAL WIDTH) 12.500' (EMCTNE WIDTH) - -6 1/4- 1 -_ - I I- .3w 1.3 50' .073 Typ 0.034* " THOOK HEMMED 1 2.244' GALWINUED STEEL EDGE 0 HEMMED TYP' A53W -"3 EDGE GROVE 50 0-60 DAILY F �wo D-AIL A 48.9 6 2501- - STO W PANEL PANa'S DO UP W/ HEMMED EDGE_ , ft.�*32' -GV ISOMEMC MEW DETAIL A ROUNDED CORNER SO ENDS OF PAWLS END UP W1 HEMMED EDGE (N.T.S) 125' 3"W(Max.) ALUM, AN= I -_ 7w (TYP.) so. STOP MR I I' LONG 600-15 Alum. ALLOY 2 125..74 "J" TPACK MVERSIED 'h' TRACK RZ) P E A IN 1�40WER 6051-TO Alum. ALLOY FLORIDA BUILDING -2.591*- 9.1 2.250*-7 075 I'm '50" 2-244* ,*-2.470- q� (1) REVERSED "U" TRACK 12F 2.000 125' 2"W(Max.) ALLIM, ANGLE FLORIDA BUILDING CODE INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1146 IAPCDN ANCHORS 1 IJ4 TOOPCOM ANGHIRIS TAPDON ANCHOR% ; IAPCON AMC"= r D.C. O.C1 D.C. 0 11' O'C POUREI) CONCRETE ON commm BLOCK PEOUNNED a POURED COPICRETE POURIM CONCRETE OR on CONCRETE I OR CONCKIE BILM r-c BLOCK REQUIRED i r_Cj 'r BLOCK REQUAED 1/4' 11/4- &AT, M_ OA .1. i L L E. I GLASS I Iro . 3/32 - wwo Mo ASWR 0 12 /1- Oc TAPOON ANCHORS 1/2* ac (SFAGMM W/ STUD) POURED CONCRETE oil CONCRETE BLOCX REOURM DWAUATM 0 goff*WL ScAl 3/V.I* 32 VI 1,:/ TO _1(4* TAIACON ANDOM 4 1/2- Ot. (STAGGERED, i� STUID) PIDUSED CONCRETE OR CONCRETE BLOCK REOUIRED WAII k%KMG INSTAUATMIN SCALE 3/8--t- SEE $MR? 10 A 90 PM ANDM TYPE No= TOOK SPACING Fool INSTAU.04011; wm WOOD A=" wwa enj FRONT BUILDING WOIWW ANCHOR SPACINITS AND WXMM COME DIFTANCE ARE NIOCAIED 0. THIS SCHEDIALE FOR ED, LESS THAN *M"IED ON SCHEDULE Xum &now SPACING IN INATIMY1100. SPACING DOW ON SO4MU =7.- AM& I& OUR= By File fw� FXIM FOR TMOS OPOWM TO K POMIKE OWITUDED SPACING OFAMED usm FACKTA INALL Not SIT LM THAN MOMM SPACING NOCATO Mo IAGN MOM TV" ON IN$ 1110"Ell jr 'N NPLIANAPTIONA, _3 FIT vu, "A IF F CD G 1/2- A /2* W/ SHEIR 11UT WASHER _1�4:#1_?jW32t`WSM_S NUT **A/ 12 1/1' O.0 (arvowi _44' TAPCON ANCHORS 4 I/r D.C. L 0 4 1/2" O.c POURED CO"CAETE -POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK REQUIRED woton WALL AMINnNG RMUUMON WALL MICIUM40 DWA"AnON SECTON " RECARAR PANIEL SCALE 3/9"-1* SCALE 3/8'-1" FLORIDA BUILDING CODE INSTALLATION DETAILS FOR OPTION INTO EXISTING #2 FOR WOOD UFE SAFETY STORM PANEL SYSTEM STRUCTURES /4'IT TAPCON 0 r O.C. 14-0 IAPCON 0 V D.C. �AT '"WEADED NREADED wOO1D HEADER f HEADER 1/4' kk.. 2* WOOD HEADER REMAND WON WADS REOUITTED j, ONT cp AWL so-*A%"M ID MASS Der � L ft SHIST IQ waim I, MPT. om WNE.0 0. "W 'A) PANEL LENCT" (SEE NOTE I BELOW) FAIIEL LENGTH SEE NOTE I KIM AT 3/32' NUT 1 F 6 2-.4* Wow PLOITE 3/32' TOM NUT 2"T4' WOOD PLATE 7/8's 1 3/32* V&G MO REOLMtED WA54ER 0 6 1/4 O.0 REQUIRED WASHER 0 (BEYOND) 114-10 PANEUAATE PLUS p14-10 P4)5 -TE 0 IS I "40.C- 0 6 1/4. O.c WIN AT MIDWIM OF PLATE MW. THREADIED AT MtDWgM 0 WIALL Mw ALTERNAME NAW 40 WAU I_MNTING STALLATION 2 �WM APWANEL REGULAR PANEL SCALE 31W-1- 0 WALE 318--1- FLORIDA BUILDING CODE (High Velocify Nut canel Zone) No 44167 to= "Lim W_ 20 SAM GALVANIZED STEEL STORM PANEL "j, OPON W. I� R6tAUAIXM ARE ONLY VAUD FOR BUILDINGS WITH &S.D DES" LOADS LIP TO +55.5. -72 .0 PSF AND PANELS LENGTH UP TO S'-V An S FA GLOUL MTECTM MM=, UiC. 2- FOR NEW WOOD FRAW CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN is, 0,- ORM 0 -M &.. at sow PIK NO 2. w/ SPECIFIC DENSITY OF Sell III. =14 20-176 www"Oo Ail LM P.L. X/24 V,014 11, (1) - 0 (Six "M 2 SOON) 3- Me. 2'/2410, 1'/24 11- (SEE Non 3 gnaw) IF f" 3 r4i 1, ANC-M r4 SEE StiInDil r- ON SCHIMULE ON SHEET rap wow 501111" 26 OAK SIW 20 7, IMP, - 1 T �1 Iti. NI 1 71-1 it 77 T11i I L _k 1 If Go It . 'L. 1 1 1p;6;ii 4 f I - -, -- _T I Go I L. 1� I I ' I Mo Allow "MMA J, NTwo"WOR PROW (Do Poul) PAWQ (,. ""a' SIZ FlOn 2. L 4 KLON 1 3. IIELOP I EE NOT � 2, 3. 4 BELOW SEE N� ITT 4 sm TOM L -+'-117411, 1 4' Ll t L_ -1 'L' 40 X I j T JT CTM) -3 SEE NOTE BELOW Igor 3- FOR cowwm NOGNaft SM Ad", K LOCATED, SCHEDULE ON sqE, 25. FDA WOOD SEE 110,1710,15 0. sw " TV- To SE STAL10 A' MOO 4z OR (a) W/ apt 1/00). (2) I D To BE 0wALM AT El Z.:r-.RALOPM BE PROVIDED W1 �=aq ..". BE TYPICAL LUNMION fOR SERIES IT WCED TO FACILITATE PWAUJITIOTT IVEAR HANDLE TO FACOURA TYPI AL ELEVATION MIE# 1000 'r WEASIOM ftLa "" ""TO SEE IRSIAUZD FROM LM I If INTENDED TO OF 114"ALU1111 FROM L WSIN Or SU&ChAL E-Z HANG STORM PANEL M or" OF STRUCTURE E-Z HANG STORM M sa" Al CAP ft- w 114- W �'_4\ Z 7\ Z S 777/ \77 \ 7 \ 7� \S-Z-A SECTION B- sm vw - I- (1) DEMUM OF SIRIES 101110: E - Z HAND STORM PANEL SYSTEM CONSMW46 OF PANEL TRACKS AT TOP & PANCLAUTE PLUS 00 IV LONG (1) 2011D2M_QE_SEMLS_= E - Z KAM STORM PANEL SYSTEM CONSISTING Or PANEL (rAi BOTTOM W/ PARELMATES. C-1. TRACKS TOP & BOTTOM. (2), DID PANELS 91ALL ALWAYS BE CON1NfCrED TO - - "_ BY MEANS OF (2) ED PANELS SMALL ALWAYS BE CONNECTED 'TO BOTTOM TRACK OTITUMSE A STOP aAA PIANELMATES OR. F ISO Y W/ t 5' LONG'.X IRV AT BOTTOM END PANELS SMALL BE PROVIDED AT TOP OF SUCH PANEL& SMALL BE emecrec, To I 4aS- 2;' WV4 F DID PV C:"fC.0 TO BOTTOM TRACK. CONNECTION SMALL CONSIST Of DESCP ;111� �TAPO'031 / / .3/32' WIM MU11 OR 1/4*ft3/ ' min tHUMBISCREW 4AY BOTTOM TRACK E FINER OF TWO (3). FOR CASES W04EN END PAWLS ARE USE JOINTLY W/ 15- LONG 11111149 AT LOCATION OF FASTENERS MAY a END PAWLS ARE NOT CONNECTED TO BOTTOM IRACK STOP BUT 9" EXTERIOR FLAT rLANGES OF END PANEL ON r PROVIDED AT TOP OF SUCH PANELS, (4 IN CASE THAT END PANELS ARE NOT CONNECTED 10 BOTTIN TRACK (i.o. A STOP BAR IS ONLY USED"QP) AT CAST TWO PANELS SMALL BE CONNECTED TO BOTTOM TRACK (4). FOR LAMZIEN END PANELS AND SOME INTERIOR PANELS ARE 0MCky 0 1 M=AL ONE INTERIOR PANEL TE In S us" SPECS ON WIT (3) ABOVE IN SUCH CASE, CONNECT" Of PANELS MAY BE USED JOINTLY SWL/L YWCA& �CAT �ATT=ST BOTTOM TRACK TO WALL TO 907M TUCK MAY OCCUR AT ANY PANEL LOCATION %'TW0 PANELWIES FOLUDIFING ! SHOWN ON ELEVATION AND W1 3 A2* : (5) SEE SECTION 1'. 3' 4' ON SHEET 24. SEE ANCHOR SCHEDULE Ott SHEET 25. EDGE !T:%FOR'.'S'cj Wra" PANEL USED 101111 NOT NEED CO." ED BY ANY MEANS TIAACK-Fx SUCH THAT ADJACENT PANELS (%m E LEFT A RIGHT SIDE OF RiTIRM PMEL) RAVE THEIR OVERLAPS RETAINED By E FLORIDA BURDNNG CODE (Wgh Velocitty,111is one Zone) No. 4 167 It "M LIM Act 1.0 20 CASE GALVANIZED STEEL STORM PANEL z umm W. GLOM PROTEMON MDUCTS, U.C. "n"A"Wee" OF - - DATE -#11174.ol 51 swm NOW.", Ail ROANL I-, ' ;� _� M __ _�__ _�_ Q.V. OIL =I- 20-176 Do PU)M-ft.4� OWING ft. rA_ NALTER A t 11 F-9. .' it Is w kaw 'r INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM IM EXISTING POURED r'.1061"COOf ANCHORS CONCRErE OR CONCRETE BLOCK STRUCTURES I 7APOON ANCHORS O.0 e/4' Ox� MUSED CONCR 00 CONCRETE Toxic REDUARED r POURED CONCRETE an CONCRETE BLOCK REQUIRED 1/4- Oft. L.U. �77 I Nvaull PLUS W/ 3/32' INFIC OUT IWASHER 0 a I/*. Oc. POURED CONCRETE OR CONCRETE BLOCK BEDLAM WALL MOUNTING SECTI(M SA REGULAR PANEL SCALE 3/r-I" WE #Now I" I I/w. S;N;� i/4-it SFACM FOR DGrALL~ MO WIND kft Alican w� 0.4 I FwAe ouNnm ko"N Ale"Ot vv=m Am do&" CNIE COVAM AK INDICATED ON INS 3 a 3 3,/2 SDdVAE FOR ILD AM THAN INWARV ON sDeDuLE mm 000m 9w" IN ALIVIL1114 SPAcm *om ft scilm" Z!,-1aPPPl al w ow No" Nam IN 7m mLowm wTm FOR INS oPUMM 71) K PO=� FAW= I-Iff .- - J11& - - _' sp*c*a ovvbo tow "zm SMALL MIT BE LESS I" vo"m SIAACIOG 1000000 FOR IDCW AMCOOR IYPE ON ITIS SIDIEDULE A yr DO 11 1 3 1w - AN, woo"M v gar. van M 7 FAR, W~ No. 44167 m9l.-Mm I E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUIATON DOCUMENT (P.E.D.) PAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2020 (711, EDITION) OF THE nMRM Runnel CODE. DESIGN VnMD LOADS SMALL BIT DETERMINED AS PER SECTION 1620OF THE ABOVE MENWAIED CODE, FOR A WIND SPEED AS REOUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED FOR A DkRECF&l FACTOR Kd-0.45. USING ASCE 7- 16 AND SIMILIL NOT EXCEED THE MAXIMUM I= DESIGN PRESSURE %41nMGS INDICATED ON SHEETS 23 k 26. IN ORDER TO VERIFY THE ABOVE CONDITION ULTIMATE DESIGN WOO LOADS DETERMINED PER ASCE 7-15 SHAUL BE FIRST REDO= TO ALSO, DES" WM LOADS BY MULTIPLYING THEM BY 0.5 IN ORDER TO TO COMPARE THESE W/ MAX. (&S,D) OESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 25. :" ORDER TO VERITY THAT COMPONENTS AND ANCHORS ON NIS PZQ. AS TESTED WERE NOI OVER STRESSED, A 3u INCRDISF N ALLOWABLE STRICSS FOR ORNO LOAD$ WAS LM USED AM THEIR ANALYSIS FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH M.O.S� 2015� STOW PANELS ADEOUNCY FOR IMPACT AND FATIGUE RESISTANCE KOS BEEN VERIFIED IN ACCORDANCE WITH SECTION 4626 OF THE ABOVE MENTIONED CODE AS PER 0`04CSTRATION TWING LABORATORY. iW, WORT f 2032, AS PROTOCOLS TAS-201. TAS-202 APO Ul 2, THIS SYSTEM HAS BEEN DESIGNED TO OF INSTALLED ON THE OUTSIDE Or THE OPENING ACCESSING THE OPENING FROM THE INSIDE W/O THE USE OF A LADDER OR LIFT ING APPLICATION IS VALID WHEN INSTALLATION 15 INTENDED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE, 3. SERIFS IOW INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STIFILE WINOM WEN iNV&EATTDN tS REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 4. SUM 2000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUIBLE HUNG AND HORIZONI& SUDERS STYLE WINDOWS WHEN INSTALLATION IS REQUiAl TO BE PERFORMED FROM THE INSIDE OF STRUCTURE 5. ALL ALUMINUM EXTRUSIONS TO BE 603-16 AULDY AM TEMPER (UNLESS OTHERWISE NOTED) 6. ALL ALUMINUM SIW METAL USED AT CLOSURES SHALL HAVE 3`105-1414 ALLEN. 7. ALL S11EEL SKET METAL PANELS SMALL HAVE STRUCTURAL OUAIUTTY SMEL. ASTAI A-653 Oftl 50 Min., OALvANIZED STEEL DESIGNATION W/Fy- 58.5 kin CAFFER ROLLED), B. ALL SCRENS TO IN STAINLESS STEEL 304 DR 316 NSI SEWS OR CORROSION RESISTANT COATED CARBON STEEL AS PEP DIN WO 1 8 W1 50 W YIELD STRENGTH AND 90 AN, TENSILE STRENGTH & SMALL COMPLY W/ FLORIDA SUODING CODE SECTION 2411.3.3.4 9. BDLTS TO BE ASW A-307 GALVANIZED SrM� OR AM 304 SERIES STAINLESS STEEL WITH 36 k&4 MMA" YIELD STRENGTH 10 AKVOORS TO *ALL SMALL 13E AS fOLLOl (A) KM. 1/4-0 TAIPCON ANCHORS AS W"ACTURED Ulf ITW, BUILDEX. INC. (IMN, fAc.3102 ;L�i,) 114'le 9 7/5' CALK -IN ANCHOIK AS MANUFACTURED By DEWALT INC, (TOM Vc-3000 ;,-I) 014- 0 PAMELAPATE FEMALE 10 OL PA?dXIMTIE PLUS ANCHORS. AS IMANUFACTURED BY ELCO CONSTRUCTION PRODUCTS (r33150 P..i) 00) MINIMUM EMBEDMENT OF TAITCON ANCHORS INTO POURED COWAETT SMALL BE 1 3/4' AND 2- " PANELMATE FEMALE 10 & PANELUATE PLUS. A2) MINO" EMBEDMENT OF 1/4-0 V 7/V CALK -IN ANCHORS SHALL BE 6 7/r INTO CONCRETE, NO DA)MMEWT INTO ANY FTMSM k"ITERIAL SMALL BE PERMIRTM. 1/4- 020 SS SODEWALX BOLTS USED SMALL BE LONG EMOUGH(SHOUILD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4- 111110 ANCHORS. A_ 3) 14 CASE THAT PRECAV S?0W. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOM. ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENIINED IN A.1) AND IN (0) TO EXISTING CONCRETE BLOL, fou, - 1/4- 0 WCON ANCHORS AS AAAMUrAMM BY I I W BUILDEN. INC �/A- 0 X 7/V CALK -IN ANCHORS, AS MANUFACTURED By DERALT ONC (f'n 1500 p.s i 1 4-10 PAWLWTE FEMAUE 0 " PANnAOTC PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS Cf'm-2071 ps.i) F 0 a. JA14.-IO. PAMEIALATE PLUS 0/ (=)313r WM IfUt WASS" -IOUM comwn OR CONCRETE BLOCK REOUM WALL WO&MM INIUATION 0 Uff�_ANEL SCALE 3/8'-1" 1.9 WALISCRANKIWE c" cQ_ 1 e z' � '/..- cp fun) cc On -W, IPA E CO2 U cc cc 20 GAGE GALVAMW STEEL STORM PANEL Of 01"N' ST. -0..., 'WJE rE QM& PROTECM PMUM. LLC. L C 4m S.W. 01 STREET OPME, FL 33314 moc, (W)�r�w FAIL, "ANS'13"F? Ne AT AN, 20-176 81) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANEUMITE rEMALE 0 & PN*EL"-rE FUU5 KID CONCRETE BLOCK SWU BE 1 1/4" B-2) MR*" EMBEDMENT OF 1/4-0 X 7/8' CALK -IN ANCHORS SMALL 13E IS 7/8- MM CONCRETE. NO EMBEDMENT INTO ANY FINISH MATIMAAL SMALL. BE PERMITTED. 1/4' 0-20 $5 SIDEll BOLTS USED SHALL BE LONG ENOUGIII(SHOULD ANY FINISH MATERIAL EXIST) TO D44GE 3/4* INTO ANCHORS. B.3) Of CASE OAT PRECAST SMINE, Oft PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL A"ORS SMALL BE L004 ENOUGH TO REACH THE MAIN STRUCILORE BEHIND SUCH PAWLS. 9404DRAGE SMALL BE AS MENTOOMM IN 8.1) AND IN ea). (Cl ANCHORS WALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF 7W ANCHOR'S MAt"ACr,gq" . 11 17 SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SMAl ONLY BE ATTACHED To CONCRETE, EADCX 12 THE CONTRACTOR 15 TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING 10 PREVENT WHO/RNN INTRUSION CAULK AND SM SHUTTER tRACXS ALI AROUND FULL LENCM 13 STORM PANEL INSTALLATION %WE COMPLY VAN SPECS NDCATED IN THIS OPAWWI PLUS ANY BUILDING AND ZONNNC REGULATIONS PROVIDED By THE .1URISOCTION WHEISE PERMIT fS APPLIED TO. 14 ATRIUM WINDOWS AND . PC. E - 2 MANKI STORM PANEL SYSTEM' rS PRIM POOM. 15 (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENCOMEER IS GENERIC 44D DOES NET PRDVIDE INFORMATION FOR A SITE SPECIFIC PROJECT: i.e. WHERE THE SITE CONDITIONS DEORATE FROM THE PZD b TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAIFETY OF THIS PRODUCT BASED ON THIS Pt.D PROVIDED HUSHE DOES NOT DEVIATE f1IDM THE CONDITIONS DEIAIUED ON THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE COWRACTOWS (c) THIS PRODUCT EVALUATION DOCU10EW WILL BE CONSIDERED INVALID OF MODIFIED. (d) SITE SPEC'I`0C PROJECTS SMALL PREPARED By A FLORIDA REGISTERED ENGIWER OR ARCHITECT WHICH WILL BECOME THE M04MR OF := (E.O.R.) FOR FRE PROJECT MO WHO W41 BE RESPONSIBLE FOR THE PROPER USE Or THE RE D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER, TO THE P.E.D. MWER. SMALL SUBMIT TO THIS LATTER TK SITE SPECIFIC DRAWINGS FOR REVVW (a) THIS PE�O. SHALL SEAR I*4E DATE AND ORiGP#AL SEAL AND SIGNATIURIE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT TO. STORM PANEL MMUfACTUM" LABEL SHPU BE LOCATED ON A READILY VISIBLE 1OCAflON AT STORM PANEL IN ACCORDANCE WITH SECTION $709-9.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED MR EVERY OPENING, LABELING TO COMPLY WOW SECTION 1,099.2 OF THE FLORIDA SUM" CODE FLORIDA INSTALLATION QgTAILS FOR SERIES PANEL(I)INTO POURED CONCRETE 2000 AND 1000 E-Z OR CONCRETE HANG STORM BLOCK 4 20 TOP zt) "All 4 _j t vDA" 5 IV-- !N MITI Six OHM is FOR W. SEPK%%" FIT DIV ' su� ' ' W* i to vim sa. SaHm" 9 : Mo W. sepArlo1w R@ NOW, IT 7, 77 Mr/1"' 6 I.m 3 I'm I,- DID 00 "mum CONDOM PAT L avewat =wMaw �' a Nee I Na"Ill + Ot"M � ou Or AM ai sena a) (�) JEC7 INV, Ovt sclea" ---4jx cAverial ac WALLJMIMIM, P&L EM 0 IT -IT ar roe OF Q L V MM INST, BUILD—= SCALE .4,111-1- OW, SECTON IV 4 CA I NgrALVMM TWE ON OW U. 8 0 SE f III, NO.44167 FLORIDA BUILDIM CODE (11#911 Ve" Hurricarts Zone) comem w w WIT, To so gamieut 7. 7 -.7 7 -- STATE OF Q A . 20 SAM GALVANIZED 'STEEL STORM PANEL Diom or SCALL 1/2' 1* r lk� 1 L E C 0 ""L PRM..CnON PR00w'% uc, . 3 $"W W&W. FL 3n 4 1"Hil"Ll (U4)0�ft4& FAX' (MMXeW_'w OWAM ft: mm A, Tun PE - UP CU > c- 0 0 0 (D r= ca 0 -0 L_ CL -1-., 0 42) -6- cl) (1) := =3 cu -cu cn 0 2 c- (D 3: c= = 0 'cu U_ CU 0 %+- 0 cu > E 2 ca. CU 42 .4S, c- -0 . c= (n < z z w mi C/) c- 4-10 III =3 cu 0 CL =3 cu 0 0 cf) CIO w z z _j SHEET NO. SH 1.2� -I - . .,�-,,P`� �:,- � .7�111',Affr.rw,1111111111`1" * W-�-:JJ-!��-�71.1,!,v - - - -- - - --- I is:: Wf 2:; 1 3I,IM 1".:.f I 01;i, 111111J�I:! I 110 )VII MEN!! -;'A' �, %AW I-,; ww-",I Ina-1 fj-j vc. M-,-§;.�; w PIAPI 1111 =$;; W�11'- � ..R MAXIMUM &S.0. ' M. tt� C-Mmm-. I 0" PAMEL APPUC#ALL TO (�:.A S I T CONDITION SECTIONS .611.0. -75�3 1 TO- OR LESS - 2 9118' BOLTED - V, 2'.3k. 1,w ' 1 2'W 3*W .66.0. -75.3 1 70' OR LESS . 2 ?/8' - JOLTED. . - C &.,w - - W LAPI&F;6�#"-d' SS. MS- 41, WINGWILIT AT OVICRUP & 4011 OF PAM LENGTH Of PAWL =",%:I J�tl� I WA"q,jm -j J":,�: 0 �i;l **11iom.711i �,�,igf-WXRIF.I:I.11,.��;;i*i;�-:-,i,-,i�,,�s-,�1:4i-�gj-w,,��o::.,.M wi-TWI::�111111`10:1,; 1 . ,,, 4� 311 1 _ 11. �k I .t.�,.!:I- !!:.j-�Wjj.jl.'.fjUZ;�jF,= 14,i z,., Am'. �; a �,:,I,w:,-�v�w-IK .;,, ,m.1v � 1; w, 4. 1:1,; �11111 n G;;J BE vw".; A. PIK 4 = MAX"AUM A,SD- DESIGN MAJOWLIM ANCIPPORS SPACING FOR E. D. - 3 1/2' - N41JCABLE TO I a AM comemm. OF THEM VAXWW PAMEI. LENGTH v DP) PRESSURE RATING (P-) `APCONS I CALK- PAPPOLMATE rEIMLE 113 PAMMMATE " - T; CMWM - TO WCRM -am .2, , To =cRur oung - ;�'COMORE1 - M Ca"Gor R` KOM TO comoom 11 8-. Lac, 12* N/A 12* N/A 12' N/A 12' N/A V A 2- (TOP) it' 3.* IV '. 5' 4- 1. ----- Is. -- W), S� - W 1. 12* 5" a" 1. 1. '. " (BOTTOM) I SERIES IOM +- N/A N/A . N/A M/A I N/A M/A 12 1/2" - it" 2, (BOTTOM) +66.0. -75-.3 7- MIA 1 6 1/2- N/A 1 112- I N/A . 1/2- N/A - Y (TOP) 70" ON LESS - i2' N/A 12' N/A I 9 1/2- N/A 1 2 1/2- N/A S (BOTTOM) - 12" N/A 12' r N/A '- 12' ' MIA 12' N/A 1 L 4' (TOP) L ------- .L. 12* 6' . -- 12* �- 1 9 1/1� -- 1'2' IT- 1 12' , 1. I Is. (BOTTOM) I * LIMITED TO B&O p..I. KS.D. DESIGN RATING &SCE SHEET 26 FOR AN04M TYPE As SPWDIPIG FOR INSTALLATIONS INTO WOOD FRAME MADM MINIMUM ANCHOR SPACINGS AM i*WUM EVIRE DISTANCE ARE INDICATED ON THA 90*MULL MR E.01 LOS IN" INDICATED ON SDRECKILE REDUCE ANCHOR SPACING BY WJLTIPLYIN SPACING Siam ON SCHEDULE: IN THE MLOW4 fACIORS. FOR THIS (PROMOTION To K PDSSKL REDUCED SPACING OBTAINED tMM FAC1014 SMAII NOT K LESS Is" ,WMN SPACING OPERATED IN EACH ANCHOR TYPE AT M4005 LEGM - t/4-. t/41. 1/4-o- nimm M . -�LOIP 1 M-1-41-ofts - ""PIL"Llf" - A NPI. N� WADO 0.) 3 1 3 3 - 2,/3 �- 3 T ) I A "MR4 !=E - 3 1 3,/2 31/7 4 eavla En "K cipmomw to" I `� , 11 --! 1 - i--- -,.__j I i 1 3 Iff I - I. I - I 1�--, I i+ REQUIRES Mo DISTANCE BETWEEN BOTTOM OF PANEL V, I JI/2- AND (b TO BE 1/2' , , Its. Ftt-o ++ RECLAIMS AM.. DISTANCE BETWEEN BOTTOM Of PANEL I[ J, ,� AND Q TO W� 3/16- "" r7-1 - ANG STORM PANEL SYSTEMS (SCALE 1/2-1*) - -- - -15.125- (TOTAL WIDTH) ---- - --- . - ----2�187`- - --- - - -- -TYPE MUTH) . I -- 11 - -12.500' (11111C --- -L, -.1or 1 I v2-w* '/4 -1-2W/4' - .750- -51� STUD ARE= � SVC., 1 -I-='- -;�-, �1- , 5 T/4' (TYPP-) - - 1.3w - I F- - 1350 . - . " � 1250' _ ; I 1 400 -374t- .125. . 10 MMILE 6 0 114 ,00- 188, ON. - _ I OR 0 t2 Ilr O.0 :- . . CRY of MPAMM) 1 � t 1� I I ' ' I ' " f� I . , � � .25C 1 - � "I �� C.P324 - M". IN" � . I I " ,I - - , -- I I I ; h - T) , - �, 3.375" (f , � 1 (M. 1.671* h - , - - - ow * - -�H I F-1-1- I HEMM GALVANIZED STEEL , " - ne,,. i - EDGE AM *463 TVT`L -. -,,a' .a"* .a. - 71,11 1.0 Iff I L -- - � GRACE so Mt^W C-60 MY ;�.--, 2' 25. EDGE 5, ! 1 - -- --- -A I .�21 . ,�'l M4' I �� K.TM.L A ��0`PP"P`ss"` 4w a) STORIA PANEL i - . - - -- -1 I ----------- I- I . .. - 1 . - -iY,,,) ".) , �, .-- - 1.350* - PANELS SHALL BE INSTALLED ALWAYS FROM LEFT TO I"" W1 Ilr LEG DETAIL A - - (�) - -21000- I 2.357' _ -H' HEADER (�) osr TRACK (�) Amu wffH sTup AT 00 AT UTT SIDE OF PAM � � ",--' ,1-- . - I TYP. TOP EDGE - OF PANEL 0.024- (W.) I PANELS &W Lp 'I- W1 NEMMED F.'i ..- ' - 371- .,?7W � , I - PANEL GALYAN= STEEL I 1. �,� .,�,- < -- - ",ur 1-�� /- I -11 " - - 1, , ,:-� �1- �, , 1. , --I'-- 4IA3,-. - - 0-2-70'-j . f - - .7 ,? 00 rfl� . - � ., � I . ,,S5 S � - , I � I I .4 I 11 I � I 01375 it 0.25TO - 2 Sts'. - I'D . " /I - - IIE� - - _ 1 407' :425' 4 �-!-!; - �11 - - I PIGIP71111. , I � -I I � �- - 2,250* I - 1 � - -� iso - ISOMETRIC VILV DETAIL It AM" -- 'w " I -11 7�1 --II - � �1' L ,,- - I I �) g OR (YO aw-t . ROPUPREED CORNER * ENDS OF PANEL'S I - Mh .00' - 10 I ENO UP W/ HEMMED EDGE. 7-2 378' - - (MPI�S) .1 37 - '5 � TYP sorrow 3 750* 072' p I I-W. I .Dot" (057" ' I �j r,p.) ]0.7�. (�) KEY HOLE WASHER 3105-NI54 ALUM ALLOY (�) f -.-.-.--IP RMAAJ . - EDGE OF PANEL - --- M HOLE AT PANE 1 2,124- -.7w" - F' - I 413, P, SEE SHEET & FOR AVOITIONAL, UICTATIONIS IF SLEIVE LENGTH 6 I J'. I - �Ol ". - , 1250* .375, (1) SLEM 2 1 A I LENIM I ' _ _ T125" !� ONLY WLIC FOR INSTALLATIONS IWO WDOO STRUCTURES " 'W 0. . I MM. I L- .- -- -r -193* ., -2aw - ,.Ow. R ssosa� 2 ODOL 3750- - -25", t . - 1-118 . - , .Ow'o 'U' 0 125* � (TYP.)f L- I I �IPW . AT (�) REV. -H' MWER @) HEMIER f I I " . f� SUEM J- MAX, - - PAR, TO S, M-. --- - - 2DOO.. -- LL I LAN @ ARM (9 'j- TRJWK @ PANEL HANo ,M4' t , F -r- - , -� - 3OW' 384- - ��-�;Oo- I L- I �-- So .470. - 211- .082 4'7'_ _ _ - - rl�lo' - --- 4 -- -- - ' � ---' MIN , I VAPPRION7011"Pal, r, A-11P A. #4 - `\)CENS '-. , � !.� .. ............ �'\, -- ,r .. z .. " . No. (USE ORLY X SYSTEM) (I 1/4- WIDE) FOR E-Z HANG STORM PAWL 6063-76 ALUM. ALLOY Velocity INwu zonq)l , 1. ". , . as 0 I 21, I '� t I - "7 T '.t -,\�, 12.1- �, ,- TIP;& '"t. 0 (3- 1 - - ,_ ;i. t 16. - I -- ---! A , ... a : . FLORIDA BUILDING CODE (Man High carts Kv , :. INT � - nmxk wt� 24 GAGE GALVANIZED STEEL STORM PANEL ON- ell I.. : f C E I - - . - 2.000- - _. I ,V am' ("�) Is. I ---- SEE SECTIONS - I, I , I 7iw -� 2w . . .`4 .... - WIN - .. 1. " ,f - -- - � 11LIEC6111111C. ��&�� "/"/am wm PioncwN moucr, Lm .r .m S.W. 61 sow @BUILD -OUT "r 8 BUILD -OUT *F' PACK @ & 4NO WASHERM le-11 WINGNUT I . � ��-. VWQ-- CA-OOMIO n1i "W M. aftw. FIL Int. )ON-7W. PAK, ft�)M*-gM 20-175 OW� - , P.M. M TRACK ANOLL I QAMAC 3 AUCY) P1 WAL,190*VUW4�DW , W`LWCP1 A. "An .- PIL 110" W. 8 .107 4m" 2 0 Is . . I I - I - INTO INSTALLATION DETAILS POURED CONCRETE FOR REGULAR PANEL OR CONCRETE BLOCK STRUCTURES J) ALTERIPATE CONCRETE ANCHORS LOCATION cwn - q ANCHORS - TSEE SCHEDULE ON ESWIR; mum CONCRM (SEE SCHEDULE ON EXISTING pouistrD CONCRETE Storris 9 Two" 10) OR C006CRFTE BLOCK SHEETS; 9 THIRD" toy OR CCWRM Kom REOUIRED. , �, - ED. REQUIRED. - " I , , ATERNATIE LEG / - LOCATOR C ",-�'. ONCREYIE ANCHORS 1��, - - g=i=RrO ,._ ,. �� ,_ , � , t " (SEE 504AU Ott _ _ 02 . - - 11 �,_�,., _ I- - 3-10"', SHEET � I I I--- - @ -- -... 49�," HIM wo.p WENT . I I j 1/4' ... -- ---.,, - . . NL�w TV, smm at 12- ; . I- MAX .- _ T I ��< COW ANCHORS , � .." 'm - f - ' - � "'il?. I: "t . 1 12 TIC -`/" � MAX � � ; W/ '�Y - Y. r - - I (SEE SCHEDULE ON 11'6� I .,r - - - I i I i (�)- - g4rus 2 THROUGH 10) , _4 I - i �� "", `�. - 1; i Q6.21. - I I , . . 1��: : - : �� I v d... I E-D. . , ,� 11.� I I 'wr i : , 11z", ,, � ."; . ,� PANEL LENGTH 1. I I.., ; L. 1, &.rj. I C, ) A .1-- �� I i a :.. - . 11�1 (SEE SCHEOLU ON SHEET 3 ; I : I 1� ;a � � , . I .�'. , .1111 , , - . i 10 W.- MR I I SEPARATION I I ) h S9 MULP C I. AT . ii�.a .. :,� � - I I I ( TO GLASS. ON SHEETS SEE SCHEDULE 1.�,,.'�;3L�. I : t M.-.5%, 'L, Aw.. PON TO am , I SCHEDULE ON : �- - - SE * 1'1-2� 1 0 9 & 'a w i ON SHEET 3) SPAM I It 11 I Moo- ' PANEL LENGTH SWEET 3) 1 AT . - MR It - ,It, - 11 = =n I - 1, MR.. Is' " V 1, =M=., I I- Lim I I (SEE SCHEDULE I ON Swu 3) 1 , PAPPIEL LENGTH 11 , , (SEE . I � ; I EX _ _I �,, [ i ON SHEET 3) I I I =l� TO CLASS. i SEE SCHEDULE : � 01 .7.19 I—- i _ 11, --- - -V� - - - I -- - : � - ---T - I ON SHEET 3) 1 50% I- ' ( ' , 1 J I I I OF IL MAX -1 �; :�";,�- 13;; , I � , ..., " , , '.. , .� ,,�, I I -,�, , ", - � . 'I OF 'L' MAX t I q) is Is q) �� .1 -J� . . 1- : Sax I - a * 0 12 1/2- ac- E.D `,�'�,�? ��e �� ZT� I SPACER OF 'L I - _ U34TH : , f',�%"'�,s� I 'tr .11-1 � MAX :- �2- LIP : , I _ - I i � - I I I t �; �', � �, I �, 4 ------ : I r- -:z:::: ? I 11!!_1 ,� I -1 - 1�-1 `1-1-�� T.- � , . W .� - � - :-,- "'I"'r . � EXISTING POLOO,��'� - , , --"111`�,A CONCRETE ANCHORS `;el (SEE SCHEDULE ON I , 7 I Q; -W:�= q I CONCRETE ANCHORS I ...... I -;11 . (SEE SCHEDULE ON j I - .' : �. - - - . 1.,�. ,:-� ��- � :�:11 , , . COMCRM z � ; , ;I , � I RECKARED - - - % � O=F- - , - , � C . ALT C ) S.Em 9 THROUGH to) DOM 2 n1R�fRvOu"OGH 10) � . , 2 I/11- LONG MAX. ALUMINUM I I 90 SPACERS 0 O.C. VALID FOR � . J/ JEDGE � 1\1 -r.==7Xw1m L=' ALL DESIGN PAID PANEL EXISTING POURED CONCRETE LENGTHS PER SHEET 1 CONCRETE ANCHORS I REQUIRED. OlIt CONCRETE BLOCK - CSEE SCHEDULE ON _ _L f� �; MAX LONG ALUM MUM SPACERS 0 REOLRM 1/7" OC. (SEE TABLE 01 ON 'a - - - E D. SHEETS 9 THROUGH ) SNwS 9 A to) C13UNG AlICB15MOUNTING SCALE 3/8-1- BUILD -OUT 19INTING SECTIION 5 SCALE 3/a-v- WALL MOUNTING /012 W/SPACERS ng Olt %M SCALE 3/a-1- 014441flift . 04, ,00, jk A. TIT k ......:...W. * , . . . . .. N -.. . . E -� FLORIDA BUILDING CODE (Mon High Vol Ely Hurriconso zonj I .: . .44167 -'-. I . .= TILMOL PIK, 24 GAGE GALVANIZED STEEL STORM PANEL vp E.D. - EDGE DISTANCE ( SEE SCHEDULE ON NOTE FOR COLOH&MN OF SECTIONS; 70P & BOTTOM MOUNTINGS CAN BE = : - :- * - * . * I % '. STATE 0 ' - -- � , - --- . 1UK%U:%-..- . 442 ONM v /n/Me CLOM PROTECTION PROWJCTS, UC. PC 11,0111'. CMEL mose L. 0 snacu sess"Ase,-MILMIRPARIPPRA.- "Ar "' 3M'4 SHEETS 9 & 10) COMBINED IN ANY WAY TO INSTALLATION. SUIT ANY .�. 10 11! - CM - %.p-*1M" "I- PNOPIE,- M4)NWP--?&OL VAk (WA)0"717 20-175 � No I --- - --- - - Nit I -.! - I AW !M. 1 - 1 - I I a= 5 Of to .Iv�� MOVI.I.. 1. ; 1 - - I I . I I - I INSIALLATION DETAILS FOR SERIES 2000 & 1 000 E-Z HANG STORM PANEL INTO EXISTING WOOD STRUCTURES - - -�-, I- - 1: ;/4'0 LX SCREAsS 0 PI* OC Ps/ .., I 1/4'. LAG SCAM 0 8' 0 C / I � .. - '. ". I 1 1/2- M. T"READED P1Da7R4I*N � , -TO "ISrW WOOD KAM . �' - , : =. 2'I'4* ONO REOU'RED w �1/2* .1 THREAWD PERFIRATO`V - , i �, '. -1 " FLAT 09 ON EDGE EKCTWV 0000 'LADE. I " % . I . ) --- 40 c�c I'.., - S. � I '11, I J - - � . a u Use OrG) I i I .@coI,t J141", 5'.5 I :4 I Fe) 11 . I 11 1. .. 0 SA. Ew O, 0 . .. I 1 - -1 5 � I , � I I I`. ly ii I . I 11 � i �� ,I ; , i 1! � I- i 1/4'201,1* 18145 I -- , I � � , I4�, ,i,-,�; - - Is / ' W TIONAM PENETRATION ISVE OCIAIL 1/2- A �� Mon 'A WIDIVII I , , , �� ;.- ! -- �Iw MS. / 4�1/37' . Kn & Mon, - O" r4w (7,91 ;I Fri] � . , I , IDYSPING .000 WEA" - --(SU , i 5 . trlx�w , 3/ ��= 4`=r (D OrY., A C� Is 01.1"S"S EA END , 0 I it I =A Am �� I i , I- 1� : - 7 O�� 7 - i --r I p I �., 9 .s- .. OVAL 1/2. & I �, I-W. p � 51---1/1--.;-w1- IT . : a 7 0/10- W. S13�WTOM - I ! - � 10 CLAS& I I I ik;� 9 Air VVTJP� OVERLAP � .§I 1 I t - . - --y- I I i Ell ,�' i . =;= T�! oj .1 - : .1 I I, I ! I ' �- I : PY ., 11; - : .� t . .- � . j !I 1 1 . .. ! J. J! ,� ;, ! M I p . t� A!- i , �� I I ! I ,� 11 - C . . . . . I'. I *9- 2 - - , � I . - I I- � , I .� I, @BI! - I ] 2 - -- �� : - � . I I � - -I 'V ". IV S"'y - ,. I I.- . . " 1: LMPI FEM4LE C 8 [ '. ,� I. I 2 V, * ,! `I-F, --SE 7 , . I k"783-t-OTE I- eulw) I � 1i - PEMETWICPAIP 12 I/2- O�C � � ; - " � I : � 1/4 * -f LAG SCREWS a 6. Oc� I 1/0 MM THIMADVID KNETIA 0 . W (2 -WOOD UTE "�OLLREV � , � 4 W H OF PUATE 47 SME3 70DO OR Z FIAT OR I � 7 �k-lo PAPPELIA&TE PLUS Ivi W. 10,117"ATION a 12 0 U IDOO ON CM MOURG Ift III. (2) 2'.-' INSTALLATION WAk *000 PLATE REQUIRED Ft., OR 0. EM ALTERMAYWr 7"W !O SCALE 1/4'.1- -- - ALTERNA17VIE I N SCALE 1/.--i . 11 - � I NOTES, I "PAUATIOUS ME ONLY VAUD FOR BUILDINGS *IN &SD DES01 LOADS - --,- r - - � UP 10 +56 0, -75 3 W AND PANEL'S LENGTH UP TO 5- to- I z;1 j 2 FOR NEW APOOD rRAIME CONSTRUCTION WOW MEMBERS 10 K SOUTHERN v , . - , I I , 4=4. I P&E No. 2- W/ SPECIFIC DENSITY OF 0.55 OR EOLO� - I I . - � . Or TPAMP AT TOP AS 1 "C', "' P' A Ca CIA ES IFIEFT 2� - - 1 , . --- - - - IMOS CAMI BE C'mW" IN ANY `,� I ALTERNATTVIE CONDITION TOP HEM" 1111001) FT & MUCH MY TO S07 ANY aw"LLATION I . ,/4* . I- 01011 SWUTYEA TRAC.'s NOT 5110" lop CIAJKTY .6V%�1.iIi..-11.1?.. SCALE I , , **`--�' � ., .. I, Nle , * :: . No. 4 167 !.! : - -5 * ,-S . �. STAI OF,-AW"- .f 3L.JWPMwRsAEjTs,Yr elw-Iw. - 7/0*-3/ G Is � VVER, OVERLAP 9 I . I 111 I i IF ;� i I IN iP I I If I -�)� :--,z, I *-I :1 I � -;// " ,.r Ii� NOTE 'A DOD.) 4*0 LAG SCREWS 0 5 � ;��/ T 1/2 MI ?"ItEADE115 TM - w z'.,' WOOD PLATE REO�PIRED ILAT :/4'0 LAC SVC" 9 6* O.0 III , 12' W TRIMEADED PfNIEWITION 10 "151-0 WOW WEIDER C� V4 . A. M S ) 749w.3 00%; 12 CC - -f e,- ,.I-,- SAA. .iii" 01, TRIP 01 0 -r'g�n (SEL MAIL 1124 . L- ud 1=rw*,r-III-t ", Y/5`P`.3/32* Lj � - 11 rl . cc , ;�ix� I I *0 LAC SCREWS a 6, O C W/ I � I I " . MIPL 71,01,11AZIEV, PET1171.110. Dot) 0 LMN a PLATE A' OR ON I= BUILbREJWNG ALTIERNATIVE 4"W SCALE ,/.--I. FLORIDA BUILDING CODE (Wgh Velocity Hu core Zon `Ptalt) -%`lIX1. - 20 GAGE GALVANIZED STEEL STORM PANEL -, - GLOM PROTECTION PRWWTS, LLC. '� .m S . 51 STREET 20- 176 o"r n �:,(..)M-.nl P40.L (W)�n-A - - I . - ....... . XIMUM A.S.D. RATING feiii.f.) AND CORRESPOND102 2/4 1/4, 3/4. 4/5, 5/5 & 5/5 Wild SJNGU PANEL (j) LENGTH *L' WHIFOULF ONLY FOR REGULAR sm * IW/6. 2W/B. 3W/7 III 4W/7 S INSTAIATION INTO POURED CONCRM, CONCRETE BLOCK & VMQ (t) -31 wo - - ANCHORS (SUE SCHEDULE ON - --- � - . . - - -- � -- - --r MAX_ - I- Poll.- - SHEETS S. 10 I111t) I I' No SINGILIE PAMftQ(jI U11111110111TRAIMIN11 SINGILE PANELS CIIMMMAWM-Al EACH 6 a .__ _ 0 a i AT TOP Olt END WITTH TRACKS 13) - JL � 0 & 29 - I 11, - - - � -i-T---r-v- --r-r-- , r-i--r-r--c--T-7-I--i- T -- - - -I- -I I BATH TRACKS a OR (8-1 * DIRECT MOUNTED AT EAC14 ENDS D.M.O. (�), q) . T I I . - , I +-I I r. � MAXIMUM PANEL LENGTH *L+" OR "L-* (".) 0 MAXIMUM ALS.D. DESIGN PRESSURE RATING (P...?.) I. . -) CONCRETE & IMDOD INSTALLATIONS t I.+ I- 20LO 12'-O' 12*-O' 2&0 W-0 . 11--s- I - JOG If'-#' IV'-#' -- J&D so'-ns* W-0, - 4000 ,*'-I* 9�4* 110 --- --- -;��V- ---!-'-a' jp� I.- -!�-?* - 1.-4.- --- Sic— -, 111;_�- --- T�11� -- - fV-0--- -wl ---- - --- Is Ai-g --8--T- B.:G� -- -- ;t� -- --��--r -- - - -A; - ,;_ -- ,7;40 I no r-3, 6*-Io* 8OLO ?1-2* w--7- - fte I- 71-0* 41*-51 Zv- - - a,-!:- - I&O 6'-9' J!L-i�- - 41`01 ,Mo 6-3. I S.-TI. Palo d'-3' 5--f- 1 - - . Ifies; I - -L MAXIMUM PANEL LENGTH *L+" OR "L-" (ft.) 0 MAXIMUM &S,D. DES" PRESSURE RATING (p. 1.) (. - -) CONCRETE so WOOD awsPILACKINS t .-- 2120 14,-4, tj'-O* 2" P2,-w )11-r J20 If' -A* PC,-?, xLO 101-10, 0�0, AGO 0*-d* f'-z* . ----!!kQ--- - - --- 50.0 Swo - -!�--r -- 8*-71 -- -!:--�L- 8�21 --B--J'- - - ,*--V�- -?I-*,--- - T ------ SVC - __ - di�- -_ r-2- -.---a- 77--5; i;_-w- I -Axo - . 75LO 71-21 0*-41 wv- -r-o- S.-T �o ?-a- -;;_ -3- - -- 90+0 s*-D* $'-I, 050 6, -"* "yo , . toov 11-1. "-r - ?DIV -- 8'-j* - 5'�,- 1141.0 1 -- - - ,.-I. - - - I 15.0 - -1 4'-10- 1 1 so.# 1 - 4'-#' MRSAN SEPARATION TO CLAW SCHEDULE PANEL LENGTH WIND SPEED 4 170 M.P�h WOW SPEED > 170 MP,b 1.) UMMSM-4NM - I WM� ------- UNRESTRAINED - - FRESTRIVNED 30 ORLESS I' 41, I 5 1/4- >3370 90 - -I- ---L I. --L 1. 7 1/2- 1 7 1/2- - >90 TO 165 I. 7 1/2' 1 7 1/2* 1 .145 TO w" _i_�. I- _ . I - 1 7 112- MINIMUM PANEL LENGM firtl FOR A GIVEN MOUNTING CONOrWN BOTTOM - TOP Dow motors 1. MEN" ILI HEADER 1.5NIS" STUD ANGUE Ir TRACK .r Y'vc,,, ANUE . W/M ousto-out � TRACK I,= - DOW MOUNT ". 32' 32* '. w 50* 50' - 4 I.S'XI.V STUD ANGLE 35' 32' 32* '. 41- .,. 30- 3 f 'r TRACK _ 55, 1. lo '. 67' w 601 . W, ACK ANDUE - Sol '. '. 311" III 54" Sr M Nm . I -- - '. 1 32 1 32 - 38* 1 W I I W. q9 01 15 I I � ; I I I ! I i , : I ! � I -- , - [I - -1 - it I Y , I I I I I i I � � � - I S L I .� � -- t I - [ - ] ,� �� ,- � i I " ------- t----- 11. -- . - - I I I F i :11- 1.1 I I - - I I - I I - I i � I , - + I . 4 1 - ! N i � i -- - I �-- I i i -4v I I - I .1 I I I � - - I Rio ! �, 1 I*-11 -17-4r! ukeliPui IVELLS I i I I 1 BOLTED PANE I of 20-l' S AS . 4 i i I I 1S. M.& BOLT W/ 0 OVERLAP I I ! I APPLICABLE) � . i I i (SEE SSECTIONS AS I I : ; i � I I : I 11 I I L, I 11 I 1 I j I ,I I I �, A I I ,! 11 I! - , 1 1 . 1, I . I I f . . 0 1 s� I I , , i I I I 1 1 1 1 1 i � i I � - 1 I I � I I I I : I - I I I � 1 1 1 , I i I i I i � � I , , � I L i I I ii I I � I i , I I - I , ; , - I _ _ _ I - - - - 4s D.M..(�)- (�). - - ��! - 11 �' i A., I ,.I �,j -- -�- 1--� - I 11 . , I - L�-- -L � I . �,41 iol �.I' 113 . , I @.,@ - .1 - .. - -, . 4:71 i !I;/5 & vs,"Mqw. I- wN - 2/4 1/4. 3/4. 4/5, - ., 1*1W16, 2W/6, 3W/7 & 4W/7 - . -- 014CHORS (SEE SCHEDULE ON SHEETS 9. 10 611) . L (f) ELEVATION I 2.61er M.T.S. /4-.M_ GAP ow 0~ -I_ WHOLE WILLE4 I 11 I -, IMM, - MO. GAP -17Z� I- - - -T-r 1 -.,I - -�111) N.T-S. j mmm (1) L+� MAXIMUM ALLOWABLE PANEL LENGTH FOR A CPU PCSM ASA OIESKIN LOAD. L MAX ALLOWABLE PANEL LOOM FOR A OWN NEGAIME A.S.0, DESIGN LOAD. ,2, PROCEDURE TO ortomw MAXIMUM PANEL Loaft GIVEN A POSITIVE KILD. DESIGN LOW. DETEROW MAXIMUM PANEL LENGTH 'L.- FROM SCHEDULE. GWEN A NEGAIMME AULD DISKIN LOW. MO%" MAXIMPAR MIEL LENGTH "L-' FROM SCHEDULE FINAL WX*" &WNAKE PANEL LVMW IS EDUAL TO THE M" WMW*D PANEL LENGTH DE"IM I.., Am *L-". (3) SEE SCMEDLXE BELOW FOR Met. PANEL LENGTH FOR POROSITY QUALAVATIDIC - t INVALLATIONS PRO W= ARE LIMITED TO . 95 p.af MAX A.113. DESIGN PRESSURE RATING ! REMI00 0� t A . .M.... mosN.I.A......I.S. ., SPACES & 16 USEII : * : ; I% .44167 I. 'I * : - TAYE01 1�-- �*��rz� it .=a XTIM RC -r- TIL ECO. . Z ;--h 24 GAGE GALVANIZED STEEL STORM PANEL - - - ---- - t 11 owm,w LOBAL PROTECTION PRODUM U.C. 07/vAsass WE, - , .. �aI - .. ��, - II, ��Ip / � .Ms.*. 5 sior OVAL FL 7- . =� PAR - "z 74 =I--" . :a 20-175 IT, '. . -.2A0F1?ZP- . - Pir - - amoso- a" -1- -=- - ------- P.M. (PaPAIM-7"o, F3�"14(04)MM-M IV - INSTALLATION DETAILS FOR REGULAR PANEL (1) -1 - - I INTO WOOD STRUCTURES - --- .- -1 -- - I � ---- - - � - 1 � -, � .. "I- I I . 11 � ; . ! SEPARATION 01 , i I 1i I I . . - I I � -1 ��, " TO CAMS. I I � --fPW ANCHORS � I il. r - ! 1 . SEr SCHEDULE ON -- . h (S EE SCHEDULE , , ON SHEET 4 i . *.B�. 0 1. i�t SHEET I 1) .1 I ": 4) .. : :;�,?-.TS L I I � 11 iii6- . - I i, I 1-� , ---' �. � - , - - -�, - =11 �, - I - I �- -.A I - 1 = ; ; , � r -- 1! . "�, I r-n � I � - , 1, , � . . , . i - , - - � - I � - ,- - .11) "L, M- . i -02 � . . . I EXWINkj - I - PANEL LENGTH WOOD HEADER I , , . � _ L � i I --------;-1I"-- (SEE SCME&JU - REOUI RED , I I . ". WOOD ANCHORS I I I ,� : MASS j � I . 11 i (SEE SCHEDULE ON __ _ ' , I - � - ON SHOT fe il I 1 1/4- SHEET I 1) � Is r-- . � ,OX. SPACER . I , 1, 0 A?= 0 Z� 0 I . , I P .0 1111,11* �'i = , Mu. 2tj 'i SPAM— r - L . 1� � , . . I . I I -, : �- na, M" I I � .. . � ,. - I .1 11 !:: I - I WOW HEADER � ED I I 1, � 2' I REQUIRED - � I � I � . I , I : .1 I Mw jr . I Uhl ji, I --- - .- - " Fin It! 7 ----- ! I -. I T'. I 4 1 L� � - (j) ED I - - . � . I 11 _ : IJI i ,. r ; - - -;, - J-- - I F;-7, I u I 0 i I . . - -@I' ". LONG ALUMINUM SPACERS 0 12 1/2* _ IT las`� I ,7N i � i 1; I O.C. (SEE TABLE 01 ON SHEET 11.) . III - . � . SE NOTE - BELOW FOR LIMITATIONS MR r1/2 I SEPARATION i i Q11 1. 1. : *C MAX 11 , 1 LONG SUEEVES. MAN6TH 1--( TO CIAASSS� I PANEL tE PANEL LENGTH " I 11 Sir SCHEOutf I (SEE : (SEE SCHILDLILE . . I I ,� - PANEL M06TE FEMALE 0 Olt PANEL RATE ON SHEET 3) 1 SCHEDULE t . I ON SWEET 3) : ON Slim 3) I � : �'j I , PLUS (SEE SCHEDULE ON SHEET 1%) I ,,,,�� , I Is - 't I , . I , i 0. U., ! : J1 j , I � Is I - I , =m ., -70 = : 2'.4' WOOD - - EXISTING .:� =10 - -1 �,' SEE SCHEDULE ,- 1 - -Cl) PLATE RMIRIED GLASS I ; 4 ? F(ON 1 SWw 3) DIRECT MOUNT W1 SPACER a - � �-- I * : ALTERNAInVE 2W' - .1 - I 11 Is, I ; F, SCALE 3/8. 1 : - I (4: 01, ! ! . SEE ON SHEET I I FOR MAX. PANEL LENGTHS Ar ! I i 1/2- sox. I - , 0 12 O.C. DESIGN LOADS FOR THIS INSTALLATION. ��(I ! f OF 'L ED � I .0 - I .. - I , �` 0 - �, . � I I & 6 . - 1, 1314- a 12 112- O C I I 11 I I I P - ril - A : .. i --- --- - I �- 6 - -.46, � t: 1 6 - - . . WOOD ANCHORS * * 111M. I I - . . I . . -- I I � STAGGERED W/ STUD i I " - I, �- , (SEE SCHEDULE ON � SPWCOPP SA WAY X I Ilr LOW P. I 1 - 6 . :; I I SHEET I 1) (1) MMLOM 4 UWU 10 A OW SMW MMMM ON IW-r . 6 I 6 4 I 2'.4* WOOD , I ; *am Two &am Nor ~ CiNal aA. MwwmW FROM AW outnew "Exaff omonv ow"'put ON saw IT), � PLATE RECKARW '� � � �� - I I . -- 6 I ----- , 2*x4" WOW , � - - � - I r.=/ !". ; OW 3 %W K RUUM TO 1/0 AS . -1 PLATE REQUIRCO (2) AwNpas wm Y"w actroosaft ft EPIREL won MIMPLE: 0 OR 1 1 (See WAMLr ON UM AS IME FOUAWM CMWrW& AM 1 - . - I - I PWa WAS " OW" BE WRM WMW AT 6 1/4 PILL � SHEET I 1) OompLxo Wft " 8 A M"WI� R" 11 Ilr OZ, W%CM AUDW ON i (1) wxmm ASO Dom powassato Bell! 61 I I � *MO 6 .8% -46 W. (3) MAX 24 GAGE PAHM LDOM 6 IWO 10 W 4 ANY ORD" I I - . ---L - i Me 1, A mmmom room LARGER PANE. LENGTHS �M am � (2) MAXIMUM SMM PAM LOOM 4 WAL-L M AIIIOUNT SOMEMILL $IW I I). 71- i WALT19E UJIfiNCT I 1 (4) Lg LOW WAM PA SW4,L BE 4 OIDCM ON WALL mougnmo (3) =ft ja MMAMM a way I I SCALE 3/8-1, L $G%KLA=kC'W"NM W I 9 LOW WACO SA n OLY � NM M"DMWM WOW fIVME WILL ALTERINATIVE I I IRA 010111 .0 � I. 2 1 16 .WWOO" a, RCM � I 1-1. .Nocoo; . 2V.I am) OF WALE 3/9-1" 1 (A) OWA"T,ok . OPIL, . . i ouum CODE THE ", RLDN" I i zom 1. 2 A, 3 so sow I I - I., . . . .. --- - `""MWs*\ � 1 ,so$-" I � ' P �: NOTTM� *..' yCEAnt r* *%. . V is�� FLORIDA WILDING CODE * (Mon High Velocity HUT cons Zone) .* NOTE FOR COMBINATION OF SECTIONS: I INSTALLATION ARE ONLY VALID FOR VAX, ASD� ' No. 44167 ' I C" 11411=1 INC Fe DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTH$ !*. - , 24 GAGE GALVANIZED STEEL STORM PANEL atom W, = , Or : * - AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR . . - 70P & BOTTOM MOUNINGS CAN BE I COMBINED IN ANY WAY TO SUIT ANY ALTERII14JE. 2W') 1 1'. STATE OPC:�� ' / 11LIEC MOUL PROTECTION PROMM, UC. Ro'".1"m _ - INSTALLATION. & E7; , " - I � So. 51 Slow 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 4 �..Onlg .... ....... 450ILasI, .. vv� Pa. . AM - � . Anso , C, IMME- F 3331. 20-175 I- N . nots --- -,-, -am MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC 4 - Z.�r III, )N�ia-k (OM)NO ok� - - DENSITY OF 0.55 OR EOUAL. 41044 /C.", =-1 - 1-1-1 - !I . - R;giMF,,'-.',,v . I - - F119 ; 1 i - I I GENEPAL NOTES (C) M I XISTING 1) A& - I , SIM PAND. SHOWN ON THIS PRODUCT EINPILLIATION DOCUMENT (P ED.) HAS KEN AWIM FOR COMPLIANCE IN ACCORDANCE _ ,/.-# ANCHORS. AS MANUFACTURED ffgf!�T.IVINBILDEX, INC WIN THE 2020 (7th EDITOR OF THE FLORIDA BUILDING. CODE THIS STORM PANEL SMALi NOT BE INSTALLED AT RICH - VELOCITY hVRRCME Z - r - 1 4 LAC k . . DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION I OF THE ABOVE MENTIONED CODE FOR A BASIC WIND - 7/16'0 . 5/1' WOOD WJSKM. AS DISTRIBUTED By ALL POINT SCREW. BOLT & SPECIALTY CO SP AS REQUIRED BY THE AMISDICTION *NtRIE STORM PANEL WILL BE INSTALLED ' AM FOR A DIRECIVOLITY FACTOR KO-O.", USING ASCE 7-16 AND SHALL NO CXCEEU THE MAXIMUM (A.S.0) DESIGN PACS� PARR" INDICATED ON SHEETS C 1) WOMM THREAM PENETRATION INTO WOOD OF 1APCON ANCHORS SMALL BE 1 112o AND 2* FOR ELCO PANELAWE PLUS 3. f TMRU 12 A 17. 46 " PANELMALE FEMALE ID IN M" TO VERMI THE ABOVE CONDITION. ULTIIPMTE DESIGN WIND LOWS DETERMINED PER ASCE 7-16 SHALL BE ,IRST REDUCED TO A.50 OESIGN PRESSURE RATING BY MULTIPLYING THEM BY 06 ON ORDER TO COMPARE THOSE IN/ MAX (A -SO) C2) MMWJM THREADETT PENEWTION OF LAG SCREW. INTO THE WOW FRAME UNIT SHALL BE 1 1/2' NO THREADED DES" PRCSSURE RATINGS INDICATED ON SHEETS 3, 9 TIARU 12 & 17. 18 PENETRATION INTO STUCCO SMALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D, AS TESTED WERE NOT OVER SIRES=. A 331 INCREASE IN AUO%A&Lk STRESS FOR WIND LOADS WAS = USED IN THOR ANALYSIS FASTENERS SPACING TO WOOD RAS KEN DETERMINED IN C 3) MINIQLAV EDGE DISTANCE OF LAC SCREWS. INTO WOOD SHALL BE AS INDICATED IN THIS ORAWTPO ACCORDANCE WITH N.01. 2016 STORM PANECS ADEQUACY TOP %PACT NO WIND RESISTANCE HAS BEEN VERVIED ft ACCORDAMICE WITH SECTION ISM. I 2 OF C.4) MARIPPAILLAN PENETRATION OF WOW BUSHING SMALL BE 5/8- 1/4- 0-20 SCIqVS USED SMALL BE I 1/2- LONG MINIMUM THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAS OF SOUTH FLORIDA RION)ARS #0111401-01 AND #021902-CS. AS SHOUL13 STUCCO EXIST, NO I" MUO$M FOR WALLS WITH NO STUCCO PER SSTV ,2_" es ASTIA E 330-02 STANDARDS. AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT I 1 123 at - I 0 AS PER TAS_201 AW TAS_203 PROTOCOLS. 40 AS PER CALCULATORS PER�ORWO IN ACCORDANCE W/ SECTION 1604 Or THE 05) IN CASE WT PRECAST STORE. 00 PRECAST CONCRETE PANELS, STUCCO OR WOOD BIGIMPOS BE rOUND ON THE CAISTINO FLORIDA BUILDING CODE WALL ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SMALL BE AS MENTIONED IN C 1). C 2) & C�4) 2 ALL ALUMINUM EXTRUSIONS 10 BE SM-16 ALLUf AND IEMPER (UNLESS OTHERWISE NOTED). SEE SHEET 2 (0) ANCHORS SMALL BE INSTALLED FOLUCIPAIM ALI OF THE RECCMMEt"TKJNS AND SPECIs'""ONS M THE ANCWOR'S MANUFACTURIft, 3 ALI ALUMINUM 94ES METAL USED AT CLOSURES SAALL HAVE 3105-HI4 ALLOY 8 PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING 94STALLATXW DETAILS SHOWN ON SECTION I THROILIGH 6 (SHEETS A 4 ALI STEEL SHEET METAL PANELS SHN-1. HAW STRUCTURAL DUALITY STEEL. ASIR A-653 GRADE III) MINIMUM. G-60 GALVANIZED THROUGH 5) EXCEIPT THAT WAGERS Q & (D SMALL NOT BE USED. I -- STEEL DESIGNATION W/FY- 92 2 kv (AFTER ROLLED) 9 :I SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO YOVY THE SOUNDRESS Or THE STRUCTURE WHERE SHUTTER 15 TO BE 5 ALI SCREWS TO BE STAINLESS STEEL 304 OR 316 AIS1 SERIES OR CORROSION RESISTANT COATED CARBON SIM AS PER I)$" = . M INSURE PROPER ANICHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOW FRAME C 1) 30018 III 50 W YIEU STREPIC14 AMD 90 P,su TENSM-E STRENGTH AND SHALL COMPLY W/ FLOP" BUILDING COM SECTION I 2.1 ,3, 3.4 10 EACH REG" STORM PAWL WMf LENGTHS OVER 9D". AS PER SECTIONS 1. Z 4. 5, 6 AND Al-TrRINATIVES IW, 3W A, 4W ON 4-4 =, SHEETS 4, 5, 6 a 7 RESPECTIVELY; SHALL KAYE A LEGIBLE AKD READILY VISIBLE WARNING INSTRUCTING OWNER OR TENW TO I 6 BOLIS TO BE AStM A-SO7 GALVANIZED SiTEEL OR Art 304 SERIES STP14LM STEEL WITH 34 kit, MINIMUM MO STRENGTH SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING I W-4 7 ANCHORS 10 WALL SMALL HE AS FOLLOWS It THE INSTALLATION CONTRACTOR IS TO SEAL/C"K ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WnH Jlr THE BUILDING TO PREVENT INIMP/RA04 WIRLISPON (4) TIL-vgiowl or-, - 1/4-0 TAPCON AANCHORS AS PAINUFACITIREP By I.TWL MALDEX. 06C ifoii, "o-3192 P,�) 12 STORM PANEL OISIALLAPON SMALL COMPLY INTIN SPECS INGrATED IN THIS ORAVANG PLVS ANY WILDING ANO 1ONIW RjG"IORS - 1/4- 0 ' '/8' CALK-114 ANCHORS. AS MANUFACIVRED By DEWALT INC "GIVIDECI BY THE JUMSOPICTION WHERE PERMIT IS APPLIED TO - $/4'0 . 31. SOUD-SET ANCHORS , AS DISTRIBUTED BY At I. ROW SCATIP, BOLT & SPECIALTY CO (MI. F-3000 p....) jj (') THIS PRODUCT EVALUMITOIN DOCUMENT (PLE.Dj PREPARED at THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION .......j i . 0,4-10 PANELMATC VERALE 0 & PANELIAPPIE PLUS ANCHORS. AS MANUFACTURCID BY ELCO CONSIRUCTION PRODUCTS FOR A SITE SPCCIFTC PROACCT. ..*. WHERE THE SITE C40NDMONS DEVIATE FROM TOE RED 5-19 _ 1 �,4.# ZAMAC MAIN ANCHORS, AS MANUFACTURED BY DIEWALT. INC (b) CONTRACTOR TO BE RIESIPPONS61 MR THE SVICTION. PURCHASE AND INSTALLATION INCLUDING UFT SAFETY OF TIHIS PRODUCT A 1) MINIMUM EMBEDMENT OF TAFPCON ANCHORS INTO POURED CONCRETE SMALL Of 1 3/4% 2' FOR EU:0 PANELAArE AND BWO ON THIS P,E.D PROVIDED HE/SHE DOES HOT DEVIATE FROM IWIE CONDITIONS DETAILED ON TWIS OOCUuENf CONSTRUCTION SWETI AT SITE IS THE CONTRACTOR'S RESPONSIBILITY 1 3/4- FOR ZAMPAC NAILIN MOTORS. (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED A.2) CALF-sid & SOLID -SET ANCHORS SMALL Of EM13EDM 1/8- INTO THE POURED C014CRM NO EMBEDMENT INTO STUCCO SHALL BE PERMMED� 1/4. 0-20 SCREWS USED SMALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST, (d) SITE SPECIFIC PROUECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARLWWTCT Ww" WILL BECOME T4F AND I' MINIMUM FOR WALLS WITH NO STUCCO. AND W BE W"O SCRIM OR ALL THREADED SCREWS W/O HEAD. ENGINEER OF RECORD (E CIA) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE OUT WITH APING Him PROPER USE OF THE P ED EWAWEER OF RECr AS A DELEGATED ENGINEER TO THEE T4E� P.E-D ENGINEER, SMAILI S~ TO �HIPS LATTER SITE SPECOIC OA%WWWS FOR REVIEW A-3) IN CASE THAT PRECAST STORE. PRECAST CONCRETE PANELS, PAVEPIS. STUCCO OR WOOD BOARDS BE FOUND GIN rME C r)(ISTIRC: WALL OR FLOOR. AWOONS SWALJ BE LONG ENDUGP4 TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS (c) THIS PLO SMALL BEAR THE DATE AND ORIGINAL SM AND SIGNATURE OF THE PROFESSIONAL ANCHOP" SHALL BE AS MENTIONED IN kt) AND IN A.2). ENGINEER OF RECORD THAT PREPARED IT (0) TD-D=?Q,-CQWJ03L-Ikogcjm�.,&IALL-a I& SHUTFOR M1014LITACTIPPERS LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL SHUTTER IN ACCORDANCE WITH SECTION 17099.2 OF FLORIDA BUILDING CODE ONE UMPE - 1/4- 0 TAPPICON ANCHORS AS MANUFACTURED BY I I W BUILL". INC. SHA,LL BE PLACED FOR EVERY OPENING LABELINO 10 COMPLY VWfW SECTION 1709,9,3 Do THE - 1/4' 0 , ?/!' CALX-IN ANCHORS. AS MANA.PFACTURED Ely DEWALI. INC FLORIDA BUILDING CODE, - t/4 - 0 X 3/4 SOUD-SE1 ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW. BOLT & SPECIALTY CO _ #14-10 PMELMATE FEMALE TO AND PANELMATE PLUS A&C-HORS, AS W"ACTURED BY ELCO CONSTRUCTION P " 0 Alhq - 1/4- 40 ZMANIC AIAJUN ANCHORS, AS MANUPFACTLIRED BY DEWALT. INC IR . , -Ps ��, t.....:.., r� .000 . . ; 0.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS. ELCO PAMELMAITS MO ZANAC NAJUN ANCHOR. ONTO THE or- E '-. FLORIDA BUILDING CODE (Mon High Velocity cone Zone) BLOCK ukry SHALL BE I 1/4o . . . .� .: .=a MRICtP, w CA 9,2) C&M-4h or SOLO -SET ANCHORS SMALL BE EMBEDDED 719` INTO -HE CON V,44 7 % 1 24 GAGE GALVANIZED STEEL STORM PANEL (PRIMP In- P2, - E STUCCID SMALL BE PERMITIEO 1/4' -20 SCREWS USED SHALL BE I 1/2?M8.Lr.1�N;-:.fw. . AND I' MINIMUM FOP WALLS WITH NO STUCCO, v$... S <I 0/17/� --: . �* �- GLOM PROTECTION PRODUCTS, UC. , - OP"1` - '41IM, S. I SRPW 8,3) IN CASE T14AY PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE "'ZoR . . - , .. ... ... - - .. - - -- . - COAL `� AS' .O.P.M..." WALL ANCHORS SMALL BE ,x 20-175 ENOUGH TO REACH THE MAIN STRUCTURE BEHIND Wft% EXISTING LONG a ... .. � - ;PIPR - - RW; - ,owleas-TimsL ANCHORAGE SHALL BE AS MENTIONED IN 6.1) AND IN B2) - - - - UPPARRA, - - �0001`19 P" I , " "J"'"'U"'I", oft?" A. Mo .�. .1. n-1 - i 1 ollf"'A "LOPPQA , I " . 11 I I I CONCRETE (SEE ft" - SMwfr= to) f- - cc INSTALLATION DETAILS FOR REGULAR PANEL r1j INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES - loxFotm 01� COW -am 9- 1% --9".1`.6Mr.2"G`m Oc , REOLIPAVET REQUIRED. . CONCRETE ANCHORS I SCHEDULE ON . , N111. � - (1) EXISTING POURED SHEETS 9 THROUGH 10) , , CONCRETE OR i I -14) . . j � CONCRETE KOCK I i I . z -,� 4� 1 -1 (1) I 1 t --VA--- - J, I - - V w -T-- MI -A I SEPARATION t. - TO GLASS. I t i (.10=11-1r, (SEE SCHEDULE =-.' ON SHEET 3) 'L, ves. # I I PAKU LEWTH I I I (SEE SCHEDULE I I ON Swr 3) CONCRETE ANCHORS i ,t III EDUL 4 L _ 1 ; L SHEETS 2 THROUGH - -- ) I Sox (I . '... "" -- 1� i of *V ; 11 � �-� I T`T�4 V-��,,� �,-., ��"" ; - 1 , �,', 04- N., I IMIX: I 1 , .Ilw I , ", . - - i un�,= 1. ! 1. I . , P, I, , I I E.D I- ; 4 I I I ! t � I 1. I "I ". I ��, , I I I - . I I I , "' ; I I --� - 1�2-1'1,- *V." we Ir - ;9% i I - " I fa , -ffk , "A . , , v/ ! .. -..- 9= "A Sam 011 1/4,*;rw SS. PILL W/ Nui ---'I"- "� - I. I,- - 0 ALTERNATE COMICRIEY� PO1% CDWRm ANCHORS M.m, ocK REOVIRED, (SEE SCHEIDLILE ON SHEETS 9 THROUGH to) SEM39LI 1" 3/0-1- E.D. - EDGE DISTANCE NOTI FOR COMBINATION OF SECTIONIS: (SEE SCHEDULE ON TOP & BOTTOM wouNioto CAN BE SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY I INSTALLATION. EX41M CONCI COW REQUI CONCRETE -HORS . .1 .T,ffi (SEE SCHEDULE ON SHEITS 0 rMASsucH to) -1 11 -, - - I I �-.; `�' Z, - �.. � I ,� .-, I I . ,.-I e'. . I : '10' I -----I � - I� -y- ;I-- - 41AIA �r I cal M nom. COUPLE ! um" am r4n ET 3) 1 1 \� I 'L, MRII. � r i : PANEL LENGTH ! [ (SEE SO4LIXAL ON S14M 3) : 110I I 5011 7`!!`,7 1 OF *L �,:, ��,� i MAX , " , " 1-1 I "I. - I I - I I -1, I @ ", - -- I . ?" -� I 0 12 llr O.C. . ," . I , , 4-4 1 1 1 � - : - , � I I - , , I I. - I - "' ,11 I I - � �'L , 11 C.�) M&M NO SCALE 3/0-1- REWRED� CONCRETE ANCHORS �' (SEE SCHEDLIU: w -- k SHEETS 9 THROUGH 10)':�"O' 11 ; � I , E.D. 03 1/0-20,1' - 1W.90 IMPUS , 0 6 I/v at - I I � :1 1 - I : I : I Cl I . . : I I I W. MJ`IAKAIPUR TO CLASS, I "L* Mo., PAWL LENGTH _ ME SCHEDILLE ; I (SEE SCHEDULE ON 3) - !7 - I - ON SIM 3) - - I I i I : - C, .11 i I I It .1 . .') I 1. 1- ... I -- I All CONCRETE ANCHORS --- �',., (SEE WKDM ON - ��;1�11;. 1) I � SHEETS 9 T"ORDOUAIGH I , �� 1 11, � W/O ONLY WHEN -1 - I I SET & CALK -IN ARE USED As W/ - EXISTING POURED CONCRETE PANEUPIATES OR CONCRETE BL= AME USED. REOUIRED. WALL ki=N�, ,� MOUNT SCN.E 3/6. I* INSTALLATION DETAILS I -.��,- -. 11- -.- - -i6- FOR REGULAR P NEL (1) INTO WOOD � . . I , I I ALTERNATE LEG 4..q. �., I 1 I MI-rn-ww - I - � - ," --- - ,.. - - IOCATION � . I SIAM I � j � , . ADVOUACY OF EX151 NO WOOD 7 ' � . . - - -, I BEAM TO BE CERTIFIED BY -to - -.�- - to .- I � � ,.. - - . - - i�l REOSTIERED U4WJWER OR . � - . ARCHITECT PRIOR TO SHUTTER " . . . � �, - - . - 1. - - �., 10 --@ - � . . - , r WMAILIA710N. ,., , * I - � �, .-Y-1000 NPICHOAPS I - ALTIERNAME WOOD ANCHORS - 4� 4 - I' fift. - 47 .*I" Nut; I . . . . (SEE SCH OULE ON . . - - - (SEE SO4EDULE ON � �� SHEET I 1) ,)� �rt 4NI. . I � q ----- - LMM�om � j. I 'le -MI, " .5 R/ M,,, t,i V1 , -to I . �1, � L . - 1/2' . � � � I i � As 12 Ilr ss,� j I/4* I ma. w000 wAw- , , - . - ,/a- - --- I I -I . I I 08 REOL%= ,� � =*" ::� - ; ,- � , r - v....-MI. -% WEN, SPIRTS =-A I I I , � , a t/v O't ;w [ I ! � ; WOOD ANCHORS -- ON— ��-- � (SEE SCHEDULE ., I - 12 it I W. . ; IS,W. : PAM"* - co Sim I 1) �,, I -] 1, L 4 : � 01 - -4 GLASS.(SIT i L 5,� I 1 SCHEDULE I ON SHEET 3) ! ,.-'-'�-3�9 .j� - I - ; W.. SEPARATION TO CLASS. I P, r , I`- . "' . , I I =4=11-osl 'L, MAX .1 - : I - -- - - PANEL LENGTH . fsrt - i SCHEDULE ON SWEET 3) 1 - - IV I 1 � q.-ve-241I, 10 MAX �-a�-o . . i - I (SEE SCHEDULE on PMU umm VIP Y-111 ON SHEET 3) I I I= SCHEDULE =Ki 0 !--- ql�P. I- ON SHEET 3) - � - - 'I I ! .1 \�- I - -1. 1 I i - 01 $ I - - , - 'L ' ' "--- - , - .; - I i S= I ILI [ , 01 -KAX. I or "v ' : - w". 0 11 I I I I 04- I 11 '� ! I 0 0 12 1/2- O.C. I . L ElD I � � - "�� , . . 1 I No FINESH, - &LOWD i L f- ',- - -,AIO=4� 6 , � , 4 1 2 1 V' - -1 '/" � �, ! Q. : ;�'-- - I ox I, , - - - - . . I :.�: . I " ! . - L � f� , - . ----,- . WOOD VC611, REOUIRED I 2-.4- MW PLATE 1 - �- . I , 4 WOOD ANCHORS 1� --- , -- -- - RE.Ou"M L . - I WOOD ANCHORS L 6a SCHEDULE ON UL - I , i SNcEY I 1) � - �: =� SHEET I 1) , I � , I , - ----. 2. Mm- - , I - ,. - - , -- - - CIERMG AND FLOOR MQUIPMING ALTERNA71VE 3W SCALE 3/$-I- gul Our ATMERNATFIFIE '11"It"AM- SCALE 3/6-1- kiouNnNQ ,..�, ,1.�F T...... 15q�0�0 .. " %.. NOTM, .* .1. NOTE FOR COMBINATION OF SEMIONS: i " J, - NO. 44167 S. i *: . FLORIDA BUILDING CODE (Mon Ifigh Veloft Hurricane Zonj 1. INSTALLATION ARE ONLY VAUD FOR MAX, kS-DL - - I*; "M TPLIFIAL Me f.p. TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS COMBINED ANY TO SUIT ANY 1 I%. TE or * : a 24 GAGE GALVANIZED STEEL STORM PANEL � ft IN WAY AS PER SCHEDULES ON SHEET 3 INSTALLATION 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD - MEM13ERS 70 BE SOUTHERN PINE No 2, IN/ SPECIFIC , .4 $ 11, -- .-j 1 ,-. " , , --,---I- � GLOBAL �,. PROTECTION PRODUM LLC. a/"/a= VPM� DENSITY OF D.55 DR EOUIAL. I �AL .11, .... , 04104144 I ,� -AW..3WLWWAMWR&nNWM cm 01 " =00 w mm Pro. 51 Sam ROME. PIL. in'. mew M4)M-7&W RML (I'),te-ow - 20-175 .. ... Ck-Oowlo !M-1 - I - I o�ft , I P.E KMJSO.IURE/Wt OW TPULIT Jr. 0, Lk, 6 ,- --- " . I I 9 am 'I IN To I - I -0-0 a) a) = U) -0 -Cu > a) = .4., 0 = 2 2 *.-I -0 = Cu -0 a- - - CD .0-0 0 a) .6-- U) a) -6-0 a) -0 0 -0 C= 0 0 L- 5. -C) = -= -9 _a a) 5:: C 0 LL M 0 =-- ,.iI 0 CU >- .D Cn -a a) E L- a) -,-, 2 0�. . Cn Cu ,02 11-00 0�. -0 C . - C/) < I -) '(11", Q . .5 -0 .,t (p -C go. u C C, - .�$ � C= , Ca., . C= Q; "111 C-n "00 = M I I C1Q -=I I. -; RI - CL- U) cc ;) - . - � -4 .C- W -0 �` CC 0 1 .. - 4 ;;pI. --w, 12i w 1:11C 0) = :5 1=0 . S = 2.1 �5 -.1. 0) C, - = 46; 3: M >cc 0) .= = 9 0 - � ., Sz = .t= . C. , z =w -3c '= .= I ! ca- . S ! CD I . 0 , 2 z w =I =3 Cl) (1) C: Cu 0 " L. =3 LL1 2 < z z < -j CL -6--oll (1) a) -C U) Cu > 0 L- CL 0- < -I--# 0 =3 -0 0 L- 0- Q) Cf) Cu Cn SHEET NO. SH 13 P"m cowcmm CO BLOCK OR 2%4' WOOD FRAAW REWRED i w ^V&l 1�� ANCHOR q 12, CC r It 4' x izr 1 3105-014 oil ING63-711 ALLOY 2 1 COW. ALLIML ANOUL CASE A (PLAN) SCALE 1/4-.1- (MIN 'ANEL OVEAIAP BEYOND OPENNG wDTH) ftLftv cDWAETE- CONTCKW eLoc,, Rt(Xj DO 2'"' WOOD FRAME VIED I B 0 DISTANCE CASE E (PLAN) SCALE 1/4-.1- END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE, f1nIkJf`0C'TV 01 Atlle f%D Wn^n CTDIIf'TI1DC*C- VA I I r% rfND DI7r_'I 11 AD � I r*r giArLi I cc r-i nimmv a ivrNm rANLL � i,� jiamma OR POURED COACK-M CONCRETE BLOON OR & .'�4' WOOD Fit" IT POURED CONCRETL 1 7 12. Colic" R�OcI` Q I Ow "iAN`E L __4 oil AHCHO" e 7 r, 1,4_71LANAIE LED LDCATX)H D": VARrF5 0115 5' Lt. DM Tival .1". A, SENT PUk1f TTvr.) i - - - - -- - m.. GAP I/r 4 WT� 1, oll, 0 Ir O.C. "DE -IL op IkOoj_rb -ol "/A%C~ U N_ ANGLE CASE (PLAN) CASE C (PLAN) SCALE SCALE 1/4--1- 2' A r , Aer 3105 M-14 OR aos�lks AUAY Cow AUJK A1W YM,;&O. A 1 3/4' C vim 0 D 777 (P POLW4.0 CONCRETE. CONCRETE INOCk OR 2'.4' WOOD TIUME i."ED CASE D (PLAW SCALE 1/4--l- SOUD-SU OR CALLK-101 OR Um PA.Dum OVAED CO.Cnn. Lm� `RN` .1 FEWU 0 AM POURIED CONI OR CONCRE'L wC`I> 0. 11011DR, 04 1ANEIJAATE PLUS (srr C. 2' ., AIX)v SM O� OPE SCHEDULE ON SMEM 9, CONCRETE BLOCK be S IFLAK, F10,J.ED AS w & WOOD FRAW fdol.KD IT -a) (2) VARIES OR(j) L/.Amc-mo FROM, a FLAN= PAFVAOCL To S, M. CUT ENT, PANEL) I -PA CASE G (PLAN) SCALE 1/4-. 1 V� wig, VALID FOR DIRECT MOUNT INSTALLATION ONLY & CEATIfltr PANEL INSTALLATON AT WALLS W/ No. 44167 SURFACE LEVEL VAF"T*15 WITHIN 3/4- FLORIDA BUILDING CODE (Mon High Velocity Hwu cone Zo CASE F (PLAW IF OF f 24 GOAGE GALVANIZED STEEL S70RM PANEL SCALE 1/4--1- 'NIKID 5'.. 31 Open LIMA ja O-W� Co.- 20-175 mix. 111RIECO.... GLOBAL PROTECTION PRODUCTS. LLC. "Y""' �YlOd_ (�NWTSW FAX (ft4)M-8"7 P1 Srk/z*WAAWJWE MIT PARTANG ft -TER 11. � � a w I m�i ;;F .1 P�9 MAXIMUM A.S. DESIGN PRESSURE RATING (12.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCUDULE FOR REGULAR STORM PANEL jj\ INSTAUATIONS INTO WOOD STRUCTURES (VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W. ON SHEETS 6 & 7) WAX AS.D. DESIGN KSSURE PATINC, IdAMN ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 fir 7 APPU ALTERNATIVL- & ANY C1.13,141VION Or TRW MAXIMUM PANEL LENGTH IL , TAPICION LAG SCREW PANELMIArE FEMALE 10 PANELMATE PLUS WOOD BUSHIM is' As (TOP) 13, Ir 13'_ 13" ITT (BOTTOM) 1/2- a 1/2- 5 I/r a 1/2* /,. Cw - - 5 1/4- 12 1/2' a 1/4- (am'.) ITT a. OR Lm r it. Ir a, 30 (Wffow) 13, tr Ir 13, fw) -45 -45 LESS 13* ir Is, 13* Ir mormill) Ir _131 13, 1 r IT 1/1. (TOM 13, 13* 13* 13' r iW (suffam) 6 1/2- 6 1/2' 6 1/2* 6 1/2' 6 1/2" (Top) - - 6 I/V 12 1/2- 6 Ile (FICI �50 4 1/2' 5 1/2. 5 1/2- - (TOP) TO 14'-4' -4 30' isomm) 9 Ilr 2' 0 (TOP) 13, it morram) I SEE TABUE #1 "A MAX. A.S.D. DESIGN LOADS & MAX. PANEL LDGTHS WHEN SPACER " IS USED, CORRESPONDING ONLY TO ALTIERNATIE 2W ON SHEET 6 MAX. ALS.C. DESIGN PRESSU"`E RATING (P -0 MAXIMUM ANCHOAS SPACWG FOR F 0. - AS SHOWN ON SHEETS 6 k 7 APPUCABLE To ALTVMTM C&&= OF THEW Px LENGTH Tv (fl.) TAPCON LAG SCREW PANIELAIATIE FEMALE 10 PANELkATE PLUS WOOD BUSHING 13. 13, 3. 13- 13* ITT (top) Ir Ir tr ir r 11, (WW 6 11r 6 1/2" 0 1/2' G 1/2- s 6 I/Armp) ON 6 1/4- 12 1/2- 6 114- mm..) s--O- LESS Ir IF 13' 13r, 413' >+45. -45 To +75. -75 13, 137 i3l 13, 1 r Ir- 13. 13' To . to* Ir 13, 13' , 'A. # I pe I. (BOTTOM) a 1/2" 6 11r a 1/2" 9 1/2- a 1/2- 2W (TOP) - It 1/4" 12 1/2" 5 1/4' > 4 1/2' 7 ilr 7 I/e - 3w (W) TO 5 I1:r [ a, Be, -_ - 3w momm) f3, 'r 13* Ir 5 1/2* 4W M Ir Ir to' 14W SEE TABLE 11 FOR MAX. AS.D. DESIGN LOADS & MAX, PANEL LENGTHS ;PEW_iF;Z5F7jg7j USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 IMLLAL A A.S.D. DISIGIN LOAD MAXIIMILIM PANEL LE149TH 40 FISF OR LESS 6,-B" > 40 PSF TO 50 PST 6'-2' > 50 PST TO 60 PST 5'- 10' A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE Fp^_E ID OR PANEL MATE PLUS ANCHORS & W 44161 Alf OF 0 q 10 FLORIDA BUILDING CODE (Non High Velocity Hur can* Zone .am mqm - 24 GAGE GALVANIZED STEEL STORM PANEL "I., LIE C 0 imc__� GLOBAL PROTECTION PRODUCTS. LLC. 'DA'm a 5F A; 01� Cow Awk, S. $I 20-175 All smair " Nis IDIOM 'm POINDING MAXIMUM ANCHOR SPACING SCHEDULE IONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES 'IONS AS PER SECTIONS I THRU 6. ON SHEETS 4 & 5) IPPLICASUE D SECTIONS a ANY TCN OF THEM ,AAN,U PANEL UENO1. L � &SID DESIGN PRCSSURE RATING (P...f) MAXIMUM ANCHM SPACING FOR WIN E-D PER SCHEDULE BELOW * CV94 a TINY COMBINATION =r I Low" I TAKON SOLO -So PANN FEMALE 0 PANELMATE PLUS ZAMAC-KARM AN TO III TO mialml To Orw To comom i-i*w cmmwr"-Mm To owalm D:NC0 (1-) OA -45. "5 TO ft -55 1 13, Ir 13* 1 ir 13,-- 13, Ir Ir t3' 111 1/2' 1 (TOP) OR Lm (BOTTOM) 13' 1 13" Ir 13, ". ir 13, 13* ir IF 13- 14 1/2' 1 (BOTTOM) t mm ir ir ir ir sr ir tr tr ir ir ir it t/2' 2 (TOP) I murrom) 113- 13* Ir Ir Ir Ir Ir 13' 1�_ 13- IS- IT 1/2' 2 (WnOM) I mayrum) - - 12 1/2112 1/2- 6 1/4- 6 1/4' 12 1/2-12 llr - - 9 /A' 0 1/4- 3 (BOTIONI) I crop) Ir 5 1/2- r a- 6 1/2". jr 7 1/2' (Dorm) 13, 4 (WITOMID Crop) 13* 13, 13, '31 ir Ir Ir tr Ir ir 11 1/2-5 (w) 007W 13* 13, 13* ir Ir ir Ir Ir ir 13, Ir-11 l7i 5 (sarrow) "am I (TOP) t3* Ir ir Ir ir Ir Ir Ir ir- is*--.13' 11 1/2 - 6 Ile. 6 1/0 6 IIIV 6 I11V 6 1/4- 6 1/4' 0 (BOFF-10 3,w-9 TO 14'-4' 13* w ir 13" 13' 4 1/2' Ir 7 1/2 1/7 1/2 Ur I (TOP) m "*MM) ir 17 t/r I I r Is, ir 10, Ir 10" 1,* W IY 6 1/2* 1 (OWDITITIM) mkP) ir I r I jr I ir ir a 1/2* 13, 5 11r 9 I/rIs 11r Ir 5 1/2' 2 (TOP) I tilarrom) 13' 17 I/r I jr I t3" I r to- 13" 10' it* Er 13' A 1/2' 2 (BOTTOM) I (TOP) jr 7 lIr 13* tr 13, 10' IF- to" it, 9, tr 6 1/2, 3 CtOP) �-(BOTTOU) 12 1 Ir 12 llr 6 1/4 IT t/4-12 1/2-12 1/2' - - 15 1/4- 6 1/4- 3 (SCITTOM) 2 I 0" r e r 4- 4 1/2- 3 1/2-16 1/2' (TOP) _. r - 8* - 5 W - 7 Ilr 4 911OFT014) I -Ir 13 . ir ". tar ir IV it' r 13* a :/r[3 15 Ir a 11r Ir 13, 13* to' ir IQ* it- Or Ir a mormm)l 13, -a' 13" 13* a 1/2' 13' 6 Ilr 9 1/2' I/ 2� 13- 5 112- 6 1/-- 8 1/4- - - I_ , - _:_ 8 1/4- 6 1/4 TABLE IIIII A A.S.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PST OR LESS 6 --ft, > 40 PST TO 50 PST (1 2- F75. FISF 10 BID PST fl, - i C A MAX. PANEL LENG" ARE ONJZ VALID TOR INSTALLATIONS W/ SOLID SET ANCHORS & ill/ "SPACER AT 12 1/2' O.C, FLORIDA BUILDING CODE (Mon High Velocity Hu "no Zone .44167 "m TILMO. INC. 24 GAGE GALVANIZED STEEL STORV PANEL To, z TAT 11LIECO. GLOBAL PROTEC11ON PRODUCTS, L.W.-IMm- 0 A 10 . . . . ONT, .1-1 UNIT -1.1 � ... 5 -75.& r. twy�wmk_m, 20-175 . . . . . .... .11 �TEFI A. "I'M PL rORM I P!! I sim A or 'a - ANTCHM (SEE SECTIONS a ALIERNATIvEs ON "m 13, 14. 15 wit) +R- I A/13, R-WI3, R-SA/K R-18/13, R-28/13. R-38/K 3' MAIL ,.,tpL R-JAW/13. R-2AW/15. R-3AW/16. r* 111-181111/15. R-20W/15. R-301111116. 0 0 0 0 0 0 71 ---------- T Fn L12 OCR Is *0 't" ,;PANEIL LENGTH WAIT. I'm .-n PANEL LENGTH C, REGULAR SLOW PANEL REG" STORM PANEL (TV, +400, -40.0 P.w, NO PANEL LENGTH DOLT) ...... .... �e� .... .. LIFE SAFETY STORM PANEL 7'-6* 0 +50.0, -54.0 p-f (W/O OVERLAP MID PMU W4m BOLT) USE 2'-B. WN. PANEI LEWIN I/4*.-2NI' AT ALI mouww4cs SS, BOLTS AT EA OVERV 'I ----- ---- ------ ----- ----- PANEL BOTTOM CORNERS 0 -OVERLAP or -NG -A' EXTERIOR WING NUT A' INSIALLATIONS ONLY VAUD FOR WIND 5. MA; LEI' PANEL RIG 7 PANEL 3- iAi I* WIN. R-IA/13. P-2A/13, 0-3A/14. R_111/13, R-219/13. R-38/14, I, MITI SPEED UP TO 170 m.p.n R-IAW/15. It-ZAW/15, R-3AW/16. W-191011/15. R-21TW/15, R-38W/16. ANCHORS (SEE SECIIDAIS & ALTER�TrVES ON SHEETS 13, K 15 *16) 1/4- MAX. GAP LIFE SAFETY STORM PANEL (-1) ELEVATION (t) SCALE 1/4-.1- T REGULAR 2.6117' STORM PANEL (Awd Wum STORM PANEL. 0 HH"., ------------ Itillill. ---------- ------------------ -------------- - ---------------- ---- - --------------- - ----------- 7 UFE SAFI PANEL FLORIDA BUILDING CODE (Ron High Velocity Hurricane W.. EXTERIOR 1', :,.. 7ORIDIA 24 GAGE GALVANIZED STEEL STORM PANEL SECTION A -A 11LIEC 0- mc GLOBAL PROTECTION PRODUCTS, LLC. 01 TILUT I Al 11 1 1111 44M S.. 51 STREET - .A.W. F, us'. SCALE 1/4--t- I-* -'All'Art-Im 'x'=M "Air'" "CHIC Nu)wm�!, a IRS— INSTALLATION DETAILS FOR LIFE SAFETY PANEL(f', INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4-0 7AKON I/.-# TAPCoN EXISTING POURED /4-0 wCom ExiSTING POVREQ 1/4-0 14�4� ��ED Oil ANCHOR a 9* OR "CHOP 0 9* 0 C. CONCREIE OR CONCRETE EILOCK CONCRETE BLOCK i ANCHOR 0 91 O.0 CONCRETE OR ANCHOR 0 9 O.0 CONCRETE BLOCk, CONCRETE BLOCK REOLIRED. RECOPIED. REOUTRED REQUIRED, f �2 1/4' 1/4' /4' IN VAX MAX E.D* ED. E.D* 010101 411w. a "WIN E 10 GLASS. G=N p I TO GIUASIL T Zpq CA ASS GLASS om FOR mliz, UNt'IN 0-0 `411) "L, M. MAX MAX "I I Film DFNMH FVAEI LILNGT. PANEL LENGTH 6 _L LENGTH 'A (SEE ELVATION N 1 (SEE CLEVAII, (SEE ELEVATION 11 - (SEE 13ZMTM It I ABA. ON SHM 12) ON SHEET 12) W.. 7 12) I ON SIHES 2) a ON SHUT 12) a T r-SEPARIATION mm I It TO GLASS. 0 TO CLASS. 8 _C1 L/2 L/2 TI-- C3 It 0 a vr 0 a vr oc OIL ED EQ L *V. IQ, _A) er 12 1 4, 11 1/4-0 TAPCOV 11411 TAPOON !/4-0 TATICON 1/4*0 TAPCON ANCHOR 0 9' O.0 ANCHOR a 9* Oc ANCHOR 0 91 O.0 AN04OR 0 9' DC EXFSr-AkG POURED CONCRETE Ok EXFST9,G POURED CONCRETE OR E STIK POURED CONCRETE OR DUSTING POURED CONCRETE OR CONCRETE BtOCK REQUIRED CONCRETE OLOCII ITEOUIRED _ONCRETE BLOCK REOUIRM tONCIT"T: BLOCK PEOU"Irm SECTION R-1 SECTION R-18 SECTION R-2A SECTION R-2B 0 REGULAR PANELS 0 LIFE SAFETY PANE 0 REGULAR PANEU 0 LIFE SAFETY PANE WALL MOUNTINGS SCALE 3/8-` WALL MOUNTINGS SCALE 3/0-i" SEE SHEETS 15 IF is FOR ANCTIOAS "PE Ye, Ip -"\�CENp TYPE & SPACING FOP WSTALIA11ONS WT- UPCM J WODO FIAME IIIJILDOM No. 44167 �m ANK,Ivp SPACTNCS AND M.- AmaNat WAD" W 3 FLORI BUILDING CODE (Won High Velocity Hu"Icone Zone) CDGIE DIIIIN11 c� 00 3 SCHCD�L IOR z STATE OF Z 24 GAGE GALVANIZED STEEL STORM PANEL ONARN, w OY SCHEDW REDUCE ANCHOR V'N', In MuLTIPLIM SPACINC SHOWRi ON AMK WK MWW MW F"ACM SCWDV.E BY 741 FOLLOWING FACTORS Z 11LIEC0.0114:1, M/3= CLOW PROTECTION PRODUCTS, LLC. 0 MIT- FOR N 0_311 DP`ZT`Q" To K POSSeef OBTAINED ..... NAC REOOCESD SPACING USM VAICTOR "I "01 BE LIESS I" a". 20-175 _5- �AC NaDICATED FOR EACH bill FAA,. f1u)IMIT-M, ONARTHR . tjCMkk TYPE ON THIS SCHEDULE - i- i - - 7. RNTE; nomA - It -4.- (a) (a) r__ C/) > C:) 0 Q_ 0 (a) (D -cz Cf) (D 0 -0 -0 = 2 _= Q) 0 0 C__ 0- u- CU 0 U) 0 > -0 F= (D 0 U) Cz Cz -0 U) INSTALLATION DETAILS FOR LIFE 5AFETY PANEL j INSTALLATION DETAILS FOR LIFE SAFETY PANEL (1) INSTALLATION DETAILS FOR LIFE SAFETY PANEL (1) INTO WOOD STRUCTURES INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES INTO WOOD STRUCTURES 1/4-0 TAPCON VTSTING POURE IF wco. _jXSnNG POURED ANCHOR Rk 9, IDC COKRETIE OR AW-' OR o q, oc C' oNcRm OR *DOD �EADVFF *000 HEADER -I)DD HEADER 1 *000 HEADER N.,, VVICIDD HEADER CONCRETE BLOCK CONCRETE BLOCK 4tCKFRED REQUIRED qFauw!) 'frokit) Cn REQUIRED, AEGOIRED REQUIRED I CON /4-# TAPICON 4". APOGIN 1/1 GORE ---- T_ _1 1/1'. IAPCON C2 C2 r /4-f TAPCON AW.HDR 0 9' O.C_ AAc-OR o 9' cc =;'s, r 0.c Is 8* D.C. ANCHOR D 9' O,C. ANCHOR 0 111 O.0 W MAX, 20 14) 120 A 20 2), 4*rqnl;�- - - I - ,� I I C 1/2- 1/4' M!x- MAI- 1/4" 2. 2' him.- j M", 2' I, M'. 01 IF- SEPARATM*R (D C, It I TO GLASS. (DI -10 10 ffL - 1 A"/T. EXkS,TING_j a CLASS VIA Fam- lvm=v IEH,,,H Olut r-ri, E EXIS7,41 0 51M41i I =.4 GLASS U m RMm, a M.. I., MAIL. ORN T_.r) MAX LERCH OCR ?_.m PANF1 LENGTH PANOL LENCT. IT IT I Mo. (SEE ELEVATION s, PANEI LENGTH PANEL UENGIN (SEE ELEVATION 04 SHEET 12) L, &M, "X ON SHm 12) -A 11 6. PANEL LENGTH PANEL. LD401W LENGTH (SEE ELEVAILON Im A, "m 'L, w., jj_ (r ELEVATION I ANEL ON SHIM 12) PANEL LENGTH (SEE ELEVATION (SEE IDLEVATION r__ SHIM 12) v I (SEE ELEVATION 12) TO GLASS. a -- i ON SHEET off ON SHEET 12) ON SHkw 12) 11 ON SHEET 12) (SEE ELEVATION a, I I - - - � 10 1ELE1;AF:n'aN- - IT I to GLASS ks'. 7f7�77 --SEPARATKNIf I a I. I' Min, L12 01 L/2 11- SEPAIRATIOT11- - 110 ;1 1" IT TO GLASS. I SEPARATION (D I EPARATION I To GLASS TO GLASS (D 2 v EA) A GLASs. EICISIRN; Ftuu�tt.uL I I EXISTINC PoVITER r L L/2 1 7 1 6. oe coNC!"m OR r - cowAm J - Cio 't CONCRETE BID(> E� Eb. co"cogm BLOCK REGU REQUIRED I a vr w ED ED t ED MZ Ian a %Alp EQ -C. 2".4, WOOD C41 -4) PLATE MOLTS SECTION R-3A 1/4'. SEC B REOURED 6 12 71 ANC'H#oRp *Ell W2T1E/2p`USC 9__R1QW_R PANELS ANCHOR (NEYOND) 0 UEE INWEANEIN 1, 4'0 TAPCON 1/4-* TAPOON I TAPOON 2'..' WOOL 2*.4' WD06 2T.4* WOOD p Cu 0- ANCHOR 6 9* OC ANCHOR 6 9' OC� 01, ox PLATE "4# tAPCON IDC RLATI PLATE STAGGERED III STUD STAGGERED W/ STUD REQUIRED EQURED 1/4-6 PANXIIMATE PLUS AEOUMD 1/4-0 PARELMATE PLUS WALL MOUNTING 2*.4 . *DOD 2',4 WOOD �.*R Is 12 1/2* 0 C ANCHOR 12 1/2- OC SEE $HEM 5 AT 16 MR MNC� YYPE & SF� FOR SCALE 3/11-1- PLATE PLAT"E U INSFAUATION$ INTO WOOD FRAME 1111A� REWRED AEO.)RED C/) .. ANCHOR SPACING!I AND MIAMUN EOCI DISTANCE AM RINCATO ON THIS SCHEDuL rCP E,O LESS THAH INDICATED 0 SCIFEDLILE RED,4E ANCHOR S� 0 MLCTIPLYING SPACING SH0eH OTI SCHEUu.E V THE ALTERNATIVE R-3A ALTERNA IVE R-3BW ro,IDTANK; FACTORS FOR HIS TO K �SISLL ALTERNATIVE R-1AW ALTERNATIVE R-JBW ALTERNATIVE R-2 ALTERNATIVE R-28W 9 REGULAR EAHM 0 LIFE SAFETY PANEL cn REDLCtD SPACAIG OBTAINED S,� FACTOR SHALI. 47 BE ULSS THAIN _.Nk �AC-c I-t-C.TED FOR m" ANCHOR 9-ROULAR P-ARLLS 9 LIFE SAFETY PANE 0 REGULAR PANLLS 0 LIFE SAFETY PANE m THIS $CWDUf WALL MOUNTING WALL MOUNTINGS WALL MOUNTINGS ANON= r4q SCXE 3/a-,- SCALE 3/8-1- SCAE 3/8- w PUB I ............. FLORIDA BUILDING CODE (Non High Velocity Hur cc" Zono)j EN ocity Hur one Zone) mw" W= wmm 00 4JJ6; FLORIDA BUILIDING CODE (Man High Velocity HUr lCone Zonq) .44167 FLORIDA BUILDING CODE (Non High Vol Numummumemar l� OR) 3 3 3 N'tco. i; WARININIVIN ITRITTRAT, !!tW 3 j t/3 24 GAGE GALVANIZED STEEL STORM PANEL O"NECO. C. 24 GAGE GALVANIZED outic imo. ec 24 GAGE GALVANIZED STEEL STORM PANEL .44167 STEEL STORM PANEL "PLY FA- < Dom 1111 1 INSTALLATION ARE ONLY VAILJO FOR MAX, A.S.D. SIATE dr, OF-_1 - 0/17/� 2f 41111011. M ON== Im now .at I INSTALLATION ARE ONLY VALID FOR AL.S.D. DE%N P,. 'ItTOAT It I 7�� - -1, r = - M/� DESIGN PRESSURE RATINGS (p s.f) MO PANR At 04:'. R w . - __ __ I\ GLOBAL PROTECTION PRODUCTS, PRESSURE RATINGS (P.S.1) AND PANEL LENGTHS AS IT TE GLOBAL PROTECT11ON PRODUCTS. LLC. IILIECO.mic GLOBAL PROTECTION PRODUCTS, LLC. GAIL I R 11LIECO.... DIVE PER ELEVATION ON SHEET IL STA* 001�7 11LIECOamc DAME WOOD FRAME CONSTRUCTK)N *001) a iDlamaxii z AT, 20-175 20-175 MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC - 20-175 LENGTHS AS PER ELEVATION ON SHEET 12. #11fton".0 , NIX OR%, - - Ull) __tL,! T, PHONE (�)M-n4 TAX (N4M""? MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC 4011 .1 1.� )$Wl� IAX: - I'* -,,4Z,, � TEST.4 & law S. 3. 2. FOR NEW WOOD FRAME CONSTRUCTION, WOOD ovW N Am 1'.. 51 STAW 2� FOR NEW NIOD Ike 51 w"w irt"m a Delta MAINE. it. 3ml. lftotm. ".00l e DENSITY OF 0.55 OR EQUAL- < 3 /r Vt,�e-,-,��,--- - - CA-001TIT719 PAINTANNI; DENSITY OF 0.55 OR EQUAL PL `XU` IE wou'. w is "Hi,mvit, Tkk11E/CAIE AALIP A. "LL" .. pt i - MAI! - I - of -YOF A. TILUJ` pz or HI ar�D 7 a - SHEET NO, IS H 1 A_ a INSTALLASION DETAILS FOR SERIES 2000 E-Z HANG STDRM PANEL +EZI/iS. INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURE EZIW/18 ANCHORS; (SEE SECTION Ul 6, ALIVIRMAIINT EZ1W ON SIM, 1a) tv" -3, MR. - Min. (SEE 1, C9 I(SEE NOTE 2) -*NOTE 2) CONCRETE BLOCK V41-0 TAIPCON ANCHOR 0 12* O.C_ 1,WMINVM _0 -pop RIVEI LAST PANELO TO BE INSTALLED AT EACH OPENING SHAU ALWAYS Of 1/4-0 TAPODIN #1"1* HEX WAD TEK 0 HANDLE TO FACILITATE INSTALLATIUN if' INTENDE, ANCHOR 0 12, O��, SCREWer =0 114.1* 4" HEAD TIX TO UEED W/ REAR D (6A' FROM EVE O*F6"' FROM FROM INSIDE OF STRUCTURE EDGE OF NSTALLED 2 PER _4 AWL NOIES 2' L (I) �F E-Z PANG STORM PANEL SfSTEN! (INTERIOR PANEL� (INIFFcCA, PANEL) (IN[) PANEL) I of (JN4u PAN`EII T 1 '01ITER ;;NEI': No C20EN5h19q1NbGL PANE, Cont TRACKS TOP Ar BOTTOM i SEE NEFTS 3. 4 1 L 1/2 SE., NOTES 2, 3. (2' END PANELS SHALL BE CONNECTED TO SQ'ION, IRACI( 6-o' OTFIERWISF A STOP "TSHALL St PROVIDED AT TOP OF SUCH VAX 19 /,. AT De� I PANELS. R IT PANEL UkGr. I' mill, I I at IrSEPARATON- NN, C3 (3)� IF END PANELS ARE CONNEC7EE) TO BOTTOM -,RACx, CONNECTION 70 GLASS LAJ �ARIX, = SHW. CONSfST Of 1/4'v-20.3/4- MLS W/ 7,18'0.3132' WiNr L C, POP pop -W.'TiD PANELS W NUT OR 1/4'ox3/4" Win, THUMBSCREW INTO TAPPED 'eunom __C RAVE, cl) S4 a LA OVERLAP TRACK LOCATION Of FASTENERS WAY BE AT EITHER OF (SEE APPLICABLE) EXTERIOR rLAT FLAKES Of ENE) PANEL. MAX 4 OF (4). IN CASE IHAT END PANELS ARE NOT CONNECTUC TO BOTTOM -LJENGTH t PANEL LENGTH ca C 50% a I PANEL TRACK (jL.. A S70P BAR IS ONLY USED AT TOP) AT LEAS7 TWO AT 41 f It PANELS SliALL 13E CONNEC71ED 70 BOTTOM TRACK USING SPECS IE_ V, g, g 44 1 '4 4l' INDICATED ON NOTE jZ) ABOVE, IN SUCH CASE, CONNECTION Of I' Min. 4 i 1 1 ! 4 i 7 1 1 , tt-11, - � 4-.� , PANELS TO BOTTOM TRACK MKY OCCUR AT ANY PANEL LOCATION it C1 1 -20,2* - L I _j _1 70 GLASS 1/4'0 J J LIL. J J L.L. J _J_L j- 1- _j_j_ Li �J J-1 L L J.4- _1L J LAL 1 4 SEPARATION 50% 0, 0 TO CLASS "NUMBSCRIE" OF CL, a 1/4'0-20. of V SEE NOTE 4 C Li4UWsSGRE`W` 0 t INSTALLATIONS ONLY VALID FOR WIND NOTE 3 SPEED UP TO 170 P�n. _C3 S9,11ON E71 A ALICIINA-W EZIW 04 I�ECT 19� U EZI/18, to' *EZIW/ls C7 T TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANELI SYSTEM (t) 07 1/4'0 TAPOON ANCHOR 4 12' G.0 f) SCALF. 3/32"-l' 1/4-0 TAPCDM 2*.4' WOOD ANCHOR * 12* ox =;&POURED Dun Mo. W OR CONCRETE BLOCK REQUIRED -1 WHOLE IIALtro REQUIRED WALL MOUbmNa WALL mouxnliltl 114 1 =7 7 7 Z:= ==ZE- SECTIONIEZI ALUJUM JEEZI SECj1QN A -A SCALE 3/8-1- SCALE 3/8-l' lk. SCALF 3/32--t- Itj 'il"I"N'. .......... EN FLORIDA BUILDING CODE (Ron High V410",city Hu Icon* Zonj FLORIDA BUILDING CODE (Mom High Velocity NAI loami, Zone) k jm `.TIDAL 24 GAGE MVANIZED STEEL STORM PANEL Yom MIN. ;APIE LEN o.441 .Am �nvm INC. .44167 0, At 24 GAM GALVANIZED STEEL STORM PANEL 1, INSTALLATION ARE ONLY VAUD FOR -A M&X1 A.S,DL DESIGN HALL BE 2'-61 PRESSURE RATING 40.0 p.S. Q ®r; W ZZ 01.011111111. PROTECT I. AND 6'-0- MAY STATE 0 11LIECOisse ION PRODUCTS. LLC. in ST11TE 0 OL09AL PROTECTION PRODUCTS, LLC. 4 PANEL LENGTH. 11LIECO.. 0 1;; A D TIU PN. Wc F M31. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD DOC FI M twl rw__� Im (�)WF`01 20-175 MEMBERS TO BE SOUTHERN PINE P40 2, W/ SPECIFIC 11*4= -W 20- 175 DENS" OF 0,55 OR EQUAL. N. i Fg, 1 1 -ftA: L,7 11107E It ,,z $.an " ttrq WENGINEEP4ING - ENGINEERING EXPRESS* PRODUCT EVALUATION REPORT September 115, 2020 Application Numbev 17859� I - R2 EX Project Number 20-31543 Product Manufacturer All American Shutters and GIM Manufactuter-Addressi: 1540 Donna Road West Palm Beach, FIL 33409 Product Name & Description: 24ge Galvanized Steel Storm Panels Large Mmole Impact Resistant Scope of Evaluation: Tits Product Evaluation Report is being Issued in accordance with the requirements of the Florida Depernment of Business and Professional Regulation (Flarlds Building Commission) Rule Chapter GIG20-3.005. F.A.C.. for statewide acceptance per Method i(d) The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Seventh Edition (2020) and is, for the purpose interided, al low equivalent to that requirw by the Code RePerwalustion of this product shall be required following pertmont Florida Suilding Code modfications or revisions. Substantiating Data: . PRODUCT EVALUATION ]DOCUMENTS EX drawing 020,31543 filled '24ga Galvanized Steel Storm Panels INVFIZ & Non-HVHZ)', sheets 1 -5, prepared by Engineering Express, signed & sealed by Frank Bennardo, P E. is an Intagral part of thes Evaluation Report- . TEST REPORTS Undarm, staft structural performance has been tested in accordance With TAB 202 test standards per test reporl(s) OBT-ASG-17-M by Blackwater Testing, Inc; Large manifle tmW resistance and cyclic loading performance has been tested in accordance with TAS 201 and TAB 203 fast standards per test report(s) 0ST-ASG- 17-001 by Blackwatter Testing, Inc. . STRUCTURAL EWASERING CALCULATIONS Structural enginearing Calculations have been Prepared which evaluate the product based on comperalive andfor rational ants" to qm* the following design crilims: I- Mormurn Allow" Sperm 2 Mpurrum Allowsbile Spans 3 Minimum Glass Separation C AnchorSpecing 160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FIORUDA 33442 (954) 354-0660 1 (866) 396-9999 TEAM CENGINSFItINGEXPRESS.Com ENGINFERINGEXPRISS.Com is ENGINEERING Page 2 of 22 All American Shutturs and Glass - 24_ga Galvanized Steel Storm Panels No 33% increase in aflowable stress has been used In the design of this product - Separation From glazing is not required for Installations outside of Wind zone 4 and essential fadftes IMPaCt Resistance: Large, Impact Resistance has been demonstrated as swidenced In previously Isted Msf reptod(s). and is accounted for in the engineering design of this product. Wnd Load ftsiblIance This product has been designed to resist wind losdis as indicated in the span whedule(s) on the respective Product Evalueltion Document PLA. engineering drawing). 117stall"017 This pro" shall be Installed in *W compliance with its respective Product Evaluation Document It a enginsiefing drewing). along With all components roted therein. Product components shall be of the malathil specified in that product's respective Product Evaluation Document (i.e. engineering drawing). Limitations & Condfflons of Use: Use of this product shall be in strict accordance with the respective Product Evaluation Document 6.il engineering drawing) as noted herein All Supporting host structures shall be designed to resist 00 superimposed kmds and she# be of a matenall Amed in that product's respective anchor schedule. Host structure conditions which are W amounted far in INS product's respective anchor schedule shalt be designed for on a site -specific basis by a registered professional erighmer. All components which are permansially Installed shall be protected against corrosion. contamination, and other such damage at all 11mes, This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ). Respectfully. Frank Bennardo. PE ENGINEERING S(PRESSR *PF(*46549 j Can Auth 9883 160 SW 1211 AVENUE SUITE 106, DEERFIELD BEAcm, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEA"OENGINIEtRINGEXPRESS.COM ENGINkIERING]EXPRESS,COM ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) WIDTH UNLIMITED IFERR To PANEL SRANI� TOP MOLIW i[CON TYP. ll� r-Cr. r TYPE AS REQD) I WS WITH WASHERED =,GNUFS FASTFIVED 6 RLAPS 0 MOSPAN (USE APPROPRIATE SPAN TABLE) A, PLAN VIEW 6 F_7 ---- 7 BOTTOM NOUN (CONN TYPE :�j REQ'D) MAY BE AT 3� a a, BOTTOM t_1'N TYPICAL VERTICAL MOUNT ELEVATION N T S ELEVATION TOP MOUNT LITIA. (C TY PE-N As REG.1 (SPAN ABOVE -OBSTRuCTION) BOTTOM tG1.1114W. TYPE AS REqD) IISTRUCTIO111 (LOCATION MAY VARY 2 T'_ '.7 MTAS EQ DI BOTTOM MOUNT (MINNI Untax SPAN BELOW TItPE AS REQ'D) &STRUCTION) IANELS MAY BE ?JOrCtIED AS RECOLI OPTIONAL.W.-zomcm BOLTS WITH WASHERED PROVIDED TRATCONNECTIONS AID ANCH0115,ARE 'CH "G, WING MITS FASTENED @ SPANS ABOVE a =� APS 0 N OSMAN (USE )PRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION /2 (NOTCHED PANELS) "",V N.T.S. ELEVATION MAXIMUM ALLOWABLE DESIGN PRESSURES, AS NOTED IN DESIGNI DESIGN NOTES: SCHEDULES POS AND Sy e M GN PREESS C LATE FOR,USF THIS ST SHALL BE DET RMINED PER U SEP ENG IN I N COO NCE WITH THE ING IN , ANCE H E CHAPTER IS�W OF THE DA BUX"DI ES BE LESS �UX THAN OR UAL TOTHE POSrTn1VE E DESIGN UR IS PIE ai� AS AS SHOWN. GENERAL NOTES: VISIT EMLC.1013IS43 0' 0-21 Mmur�=Mk t Is o 0 I Dow, 0 4" 1 9w,- -2 2501, D.izs"_ _8 18 k TCA_ \tT �.]Zcpj in In III, �4 .1 . 3 D62- '1 1094" 'A 4WI9,4' -2,5 R a 7"s' _4. In �D bs� 93W 375"j - I L_ __I 0"""IJ 2,01)(1" 1- 1 I'D .030. 2Doj- TYR I 2.000 Oil SUAIII 'Lr HEADER 3.7190" MAY, 0 313" 9wbwo" '560- J1 " 0. 5S, I aanIrp .14 S75' PAMEL LENGTI 1 77T F, It ;,& F-fTT - 12.5W'Phr1EL COVERAGE Fln GIQ cuttICTIO 0.090, D. ZJAY It'. 0 071 4011 I 4S TYR TYR U JRMS Oqv-4-4 OJLD-WT *r* TRACK (,)2! M&L T' ANIQUIEs' 0 -176.:4 LIN T -d: 3 �DW_0.10 =sD -r ANGLE -'&cX famhow) 25" MAY. 23"MAY, MAX, BUILD -OUT -6. I�STANCE 1� 1,000" IV EMED -OVERLAP 3.920 MAX, 2V MA �Z LTI I ill 1.50B, -As F 1 MIN fill J4'MAX, MIN CORWAQWWOSIAR RFD CD a) J_- Cn > 2 CL C�L 0 cu CL -E 0 C ILU = 0 0- 11�u U_ %+_ C:) M > M Cn E (D E L_ 2 0_ 111- cou) -0 UP . a- Cn 0�. < Z Z W mi M WABLE SPAN SCHEDULE ANCHOR SPACING SCHEDULE: "MA" W"', 4M�5. 14 GAUGE RAWLS, PANEL FASTENERS 6 12 5' O.0 MP WOUNT 21" EDGE DMANCE 214- WGIE b"TANCII! TIf LAI ALLOWABLE PANEL SPAN & GLASS Cn I SPAN10"rov I W" up To 1* �Nal Goals 7'r;`9 comol oom" F"t ]s P WAR am=* 'm . ... ... .... ... "Ma BADM 2w 22, 2-C (r 124* 1 n 24" TIEN[ RE*"W CZ 0 C4 CA C2 CI C4 C2 C.2 C4 .."MoR Fraisminim coRN77re SEPARATION SCHEDULE: IF D" I Ir 12r 1 24 I"w) ci CZ C!I It. c3 .4 24- Av� C2 n :4 J Yj 23 25 24' 0 241' 2T 26" "O"r DID, Itq) , IF a, - 2r In 14-51, 116.61 14.71, 9.v" Iz.51136AI'lloz"I 6.811 iz.41, 16.o* 911, 611, 5 x If 9� �1. 13 12.5" moll 11.ol lo.91� ia.yl �.Il %6 6.7" "Pa 'T 24 GAUM PANELS bs a v N_w *I w r zr 74- 211, 2r ze D. ze 27 7s, DEIN 41 16.01- 1 LAr' 10- ls.a, 12.5- ls.o* &1" 111. 2T --g- zT _Ti� -zF IF 7F -S- M d' too� SL. 2.58 4.1 .2 a : S.., 40 L25' ACV' 16.Q'* 7.5' 12.5' ls,tt' 141" 6X' 125* 23, 11, 31, aa A MINIMUM SIORM PANEt 54,11ARATION FROM CUS� 1C 24' 24" 3V lj:::30laW1W i iz. T, lax- s6r 0,3- WIT 4- 12.5 I&A" &I A� SiL "IAL r, I. a. I&D. 6T I�F 6 - B.Q* 12. v 1, 4 1215, 16.01, all" 5.4- a, 11.1" 1 14" 12.5 LAX' 511' 12.V' 1G.Ir I*L a a. 71 LZ 51, MAXIMUM 12,v, ISO- IIL .11, 1 vr IAIXD 33 il.av 16.1x, 16.o, 1,11" ALT, 16-G" II.V' -D' olsiGht AuowAsa IN51ALAHONStFS5 INSTALIAWINSGREATIR 211" 24' 30- 40. Mr, 1 7 211F 2.r +1 Ii.a, i&vl R-FILs" Ag "r 2 f, Sit 1&07� iA IFBI Az.r a' 01,11, "R NifteRt 2r 22 11 2r r 7 IFF, 4,41. -Ar- 2T 7 '11 L k,i000ICIU?W At 11�V' 35.0- 14.1* 12.v, PREssURF Is H .", 9.51, 16.0" 12.0" T2-.T k It, 4R A. I TrFl, =5- 76�v Tis- 12 F 76 �6-27.w 77- 2 s; Lit �611�� M-ALITI, I SPAIII THAN 30'AWVE GRADE IKAN30'AbOVEGRAVE 40 1�.5! "at IA' 30' 4r W Ar 2r 4r 52 = �:z -ur 71� a 14a, ma" Asa-' VA" 3'e. n 5" j Z it zr 72 CA" 12.5" A6,D* ALE" 0.5" a _2V _3F 13 1 11.1011 co 2 361t, 2r ST Atii-I, .3 ILVI 1UP) Sao E�. ILL jM ILr jitit'. 12.1.L U) 13.) F, In 606. 2 16;. 0".. "NO 5'T 44 11111 15. Is.o. lo,7-, 12-Y, 14.1111 9.21 0) T. r ioli - __ - ___ NOTIII IN TQRj MICA .1 W, in TAP CAR 41 L511 16.01, 13.31 12.5!, 16:L > E"t 46 12.5, 16-4,156, 11 12 s" 16 all 115" U161, 12 5. Is.a- 32�5- ToT 40 112.5" 16.0" ILA* 12.511 1601 91V 1 1611) 9.1 NO WIiN, Q�I, I, "'Ifto N 1. 11 .r. - -.1 NI I- lal. j�' _7 $t ALT 111,01. 1414`� 116,3v ILr, 1111A.- 12311 AS& j2.51- 04-1 52 IZ-51 16.01 :Los" a trial 9.1 I tAs 6AIG 16 10 J 5 A 'I"k A 0 _T I NOIINITNG w LAo+u In 6oli� ft'a� -.Nn IN f", Nao- W-f EAP. o%tIvtI,5 ., W, 7z 12 IL5- a.s. ISO, 32's"llo.61 r. Aso, 911:1 2 s.tr - ID - - - 11.5 160�� 72 14T, Is, yo-q-flo, n .27r 77. 78.7 mo., Isla, ire sm sas. 2 35 -5t NO .#. ea,. r, V� Ofto A 411 M! AAA- 17- A.r, 5.5r, 61+491, ILT, `fuw, oK (I i QI, -I ON"', 10' 0. no- .11 KIM" 4. H.904 WOO 5941. 6.11. 2,72n OTENINI]i 1 1 1, .-TITON 1 IN T-M ...u- 12 7 js�j. - Ir" Ir' INHIF- -11-3'-, NOUNT SECTION CL -In 6L 13.. 2.5" EDGE DISTANCE 1121 A 13 esawMim __-L! U) Wt IN INN, 'I I -In. 41 ANCHOR NOTIES: -4 UP I I it 44, L1IUti elve�_W, U) 22 1 ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS I-ti FIED, HEREIN, BUT ONLY PROVIDES 11 12 1. 5. 67 MAX~ ALLOWABLE ANCHOR SPACING, MAXIMUM ALLOWABLE SPANS AND PRMIJ RES INDKATED 1115PANSCHEOULESHNILLAPPLiI SPAN SCHEDULE NOTES: UMP 1, ENTER SPAN WIT" NEGATIVE 41L a BASED ON PANEL FA57ENER SPACING, THE IFI115TING STRUCTURE DESIGN LOAD 6 PAZZELEWFASTENER SPACING TO 7 DETERMINE MAXIMUM ALLOWABLE STORM PANEL 48 6. 2us 111. MATERIAL, & ANCHDILTYPE. 5EIXCT DESIGN LOAD GREATER THAN OR EWALTo NEGATIVE DE61GN 61 6.27- %mr-eliS 5 lUj LOAD ON SHUTTER AND SELECT SPAN GREATERTHAN OR EQUALTO SHUTTER sPARSELECT _0 N. SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOAD LESS THAN OR EQUAL TO CONNIECTION TYPE BASED ON APPAOPIUATE MOUNTING CONAMICIN 15FE MOUNTING DETAII.5 ON X: S a L 1W 1, 14. Ho,", A. 11. 1. 150" 7..V T.3' 111.1 A.2" 21.13' 4,11" 41.3" SHEET 2 FOR IDENTI FICATION OF CONNECT ION TYPEJ� C: NEGATIVE DESIGN LOADS. < Z E 'XII- U 9W AS. TAP&DN 41 12�5" I.%&' &G' SX- "T' 100� 4.r' 4�O" 6.25" 10,7 4,3" 4.0" 2, 'PANEL FASTENERS" ARE STVDS USED IN S. "PAWL FASTENERS` ARE STUDS USED IN 120MUNCION WITH ALL MOUNTING EMUSIONS 0 CON)UNCTION WITH ALL MOUNTING EXTRUSIONS PC I�T, 13 v, sIt' "" 625" jq4 4.1' 44" &15" IU 7* 41" 4.13" (7�TRACK, STUDDED ANGLE, M) 115E 6.23'O.0 PANEL FA%MNER SPACING TABLE VALUES FOR 76 ('P-TRACk, STUDDED ANGLE. ETEr). USE 6.25- 52 Zgi 12*36 AT 6. 5" IG.2' 41' 4.1)" ALL14'-AND 'U'HEADERS (INCLUDINGIIIJILDOUTCONDITIONS) 0 C, PA EL FASTENER SPACING TABLE VALUES MR 72 6.25" 10.7" 4.1* 4,0' 6,26" 10.7" 4.V 4,0- GI250 111.7- 4�2" 4.13" 4 ANCHORS SHALL BE INSTALLED IN ADCDRDANCEWITH KatNUFACTURERS'RECOMMEMMATIDN& z H"- AND "U'HEADERS (INCLUDING BUILD OUT 5. HOLLOW BLOCK HINSTSTRUCTURESKALLCONFORM TQASTMCW NUOCIL u s 33 12-5" As a. j4,11 At all 12j" 10 U" 9 1' 7-r AT 1" 15913" 87" 7 W CIO n- CONDITIONS) ILI 7's. -;-,3- 6. MMM M EN ENTSHA BE AS WMEDIN ANCHOR SMIEDULE, 011fil INTERPOLATION BETWEEN LOADS IS 40 1 IT: o" 9. 12, V FINISHES WALL F1141SHES SHALL BE [JIMITEOTC, Ift, MAX OR SHALL BE VERIFIED BY QrHFFt$ To A OTHERWISE USE NEXT HIGHER LOAD 52 _2 L=1 0 a) P_ ADEQn ANFFER L04M FIG HOST STRUCTURE 7Z "S'. Ably. 6.2., lz�l ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY 40 '1- 1 Ali- wow 33 il.T' ISO' 6.4* 1 3A. muL it 31 ld.W' Itf," 1 W" 1 9, WHERE EVISTIAGSTRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY, FIELD IN Cn aill GLASS SEPARATION NOTES: "ION M �,Aall 81 - I L, MIN N .0� IIAI 41 TaS 2!_4_'S_27-_48- r.25,* VERIFY THAT FASTENERS ARE INTQADEWATr. WOW FRAMING MEMBERS, NOT PLYWOOD, FASTENING 1, ENTER, SPAN SCHEDULE WITH POSITIVE FIFS! NLOADTODETRMME -CES� i I * I _,@jjMjW 48 '47w- TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIE I CIO MIN114UM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED 4 11.115' IML ;72-5" 10. WHERE ANCHORS FASTEN TO NARROW FACE OF VUD FRAKNG, FASTEIIIIER SHALL BE LOCATED IN 4;1 .,: I A. 7_ 2 SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY CENT NOMINAL 2)(4* JNINI) WOOD D )1 FOR WOOD I I Z t.251, OF WOOD 6T D SHALL BE `SOUrHTU P��J'EDGF DISTANCE IS ACMPTAALr rn FITERPOLATICAN BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NEXT HIGHER FRAMER LOAD SHALL PAVE PHILLIPS PAN HEAD OR HEX WAD, TLC E_ I,IIG11: 0t 3, FOR INSTALLATIONS OUTSIDE OF THE HVHZ AMID OUTSIDE OF ESSENTIAL HIM It: REMCVAB ANCHORS ARE. DEWALT PANELMATE, ALL -POINTS SOUD-SET At BRASB BUSHING "PI, t I �_. rV11r_9 .-- FACILITIES IN ASTM WIND ZONES I THROUGH 3. THE GLASS SEPARATION Ll MACHIWE LE SHALL HAVE 112'MINit4JM ENGAGEMENT OF THREA DS I NTO THE BASE I ILI mwnm�tc � U-1 T arm" It SCHEDULE IS NOT REQUIJUED AMID NO MINIMUM SEPARATION FROM THE ANCHOR AND MA`_YREAMVE HER A PAN HUD, TRUSS HEAD, DR WAFER HEAD (SIDEWALK BOLT) U NO = MBUMU = - TRIED, 13, 20-31543 PROTECTED OMINGIS REQU '11A CIA. IN 20-31543 M B46EDMEUNTTAND EDGE DISTANCE EXCLUDES STUCOO CALOTHER WALL. FINISHES, 0-31543 ArI. IN. -C f- 14,M DESIGNATES ANCHORCONDITIONS WHICAl AILE NOT ACCEPTABLE USES, I :j,3 > Wjw,C, 15 * DIRECT MOUNTING CONDITIONS- < TAAL LE LINEAR MIERPCIA71ON ]5 NOT PERIMED FDR USE WITH THE ANCHOR SCHEDULES USTEG ON THIS SHEET Z s ?%I.ONAL INTERIOR FASTENING DETAIL M AL EGRESS PANEL DETAIL FASTENING 0 11 It I .N L A Z _j a - SHEET NO. SH 1.5