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HomeMy WebLinkAbout6314 Back Forty LoopAB 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 Handler Unit ALT or ALT. Alternate Be Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BILK 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 Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONN or CONN. 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 or FF or Fin. Flr. Finished Floor ABBREVIATIONS FIX or FXD Fixed FLR or Flr. Floor FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FIR DR French Door FRT Front FT or Ft. Foott 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 KMIALL 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. Parailam PLF Pounds per linear foot PLNT SHLF or Pit. Sh. Plant Shelf PLT HT or Plt. 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 Rad. 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 IRS, 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 UNO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERT or Vert. Vertical VLorV.L. Versalam VTR or VTE Vent through Roof / Exterior W or w Washer W/ or w/ With WA or W.A. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) WD or Wd Wood WDW HDR or WDW. HDR. Window Header WH or W.H. Water Heater We 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 08/23/12 1.00 NEW BASE PLAN 07/30/15 1.1 2015 NEW CODE UPDATE 05/09/18 2.0 FBC 2017 CODE UPDATES 12/19/20 3.0 FBC 2020 CODE UPDATES REV. 06.23.22 f El F1 M 1:1 El ED p a L01 II ' _ �11 I� E-1 -PI - 1-7 hL i lUl 2074 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS - FRONT & LEFT 2.2 EXTERIOR ELEVATIONS - REAR & RIGHT 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6.1 FLOOR FRAMING PLAN 6.2 ROOF FRAMING PLAN 7 LINTEL PLAN & DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SISM DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. a N Ili � o N W C3 C <O Ci N •-� c u- c- v��Nt 0 G J Q � fV Y d s'Y c E L C y � � Q 3 co �1 io, M 21 H C - C E m o Q� o _,•,�-,,�i^€;471e1ir�lf y} Imo' '' �� �' E S 5 a%� ��•����� Pt�r To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code Residential nth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Ib 0 00 M 0 U. roLL ut. a ILU Z W �mNio 0 Wm w z LO M Q J ZN O D U W Z z z <c a r N z C �-J LU -00 ,N Ly N v 1=31 U - W Li- (a E o ¢ a 0 i <o _® Fn Z �E n7 o z o� o= w z ro 4P g� w ZJ Z W LL2 N LL z �� Will! O wa �O S v ilat ia ° 3 a C O m O M Co N c- L0 CN (Cr co ;, N O U- Y .� M O 0) N LO M N T E c co z M c c p 4) JOB NO: 23-00512 SCALE : AS NOTED SHEET NO. C S 11w,IA ac a a r0r r0 P�l 0 �., I J �,� 1J� KITCHEN O. BATH 0 00 KITCHEN BATHROOM 2 INTERIOR DETAILS SCALE: 1/4" = V-0" 1'-4"X1'-4" "L„ SHAPE CMU COLUMN fn v� N 4 0 Cl) (V 60 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION VARIES, 2" LESS THAN GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS 42" H UPPER CABINETS BELOW CABINETS-� � { 36"H UPPER CA I CABINETS MIRROR -�. SHWR. SHWR, DOUBLE 30" H UPPER CURTAIN HEAD RODS 16" FOR LINEN CABINETS-� VARIES ROD 12" FOR PANTRY Z OVERHANGS THAT g SINGLE EXCEED 12" MAY 24" TOWEL BAR TOWEL BAR IN n ROD REQUIRE A SUPPORT ru ON WALL ABOVE TUB OR SHWR. TOILET TOWEL BAR a BRACKET 36" H BASE O ON BATHROOM WALL 0 FINISHED CABINETS- SHWR. COUNTER TOP 30" H BASE CABINIET `o VALVES® _ $ CABINETS00 MEDIC - TOILET t4 SOAP 'P r, U.`ia PAPER iO DISH °P 1 � r HOLDER 9 L to LO 0 Z�3 ZZZZQ o v t4 ap FRAMING in is 1/2" GYP iv .vv ' rNi `' iv TUB r BOARD - BATHROOMS, SHOWERS AND TUBS CLOSETS/LAUNDRY SHELVING V ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/4" = 1'-0" ME NZA TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL 0 CO 1'-4"X1'-4" "L" J SHAPE CMU COLUMN 13'-0" 12'-0" 1'-4" 1 V-8" T-9" 8'-3" LPAD HB O 35-SH ■ - - - - - - - - I - - - - - - - - - - - - - - II ■ I I I LANAI I ;NOOK I 8'-0" FLAT CLG. AFF I 8'-8" FLAT CLGA-- TILE o 12,-4„ - *- I i �� I ■ ! I II I ■ � II I, I f - � I I I ■ ■ -I 1 I N ! r 1 - 1 W 1 LIJ F0_ I o 0 N i F O 1 z FAMILY - --- - ■ 8'-8" FLAT CLG. j 1I o " ( ■ -- CARPET JI ..I.. I -- -� �a 2�2„ _ - - - I I - I I - ITCH8 8'-8" FLAT CLG. I'I 2468 - TILE '-0 N fV _ (n FLOOR G.T. rn --------------- --- F- _ _ _ _ -REF ~ - - - - - - - 16 , 15 5' 741" 14 13 DINING (3) 2x4 #2 SPF 12 STUDS w/ (3) 16d ■ 8'-8" FLAT CLG. NAILS @ BASE 11 CARPET S3 - is n.p 10 42" H 1/2 WALL T-3" 4'-2 " 9 OR RAILING PER SPECS FLOOR G.T. 8 -------- ------ - - --- 7 ■ (3) 2x4 #2 SPF 6 ■ STUDS w/ (3) 16d =t NAILS @ BASEN p -_ O - co O u" - a 1 2 3 5 - - � 4068 ARCH _ � PWDR GG , #w// 8'-8" FLAT CLG. /cod S3 W. I STUDS HTT16 - - _1 TILE -rL _ ■ AT BASE - I TP c o0 FOYER PE �' LAU N Q la 8'-8" FLAT CLG ( 0 ) - I 8'-8" FLAT CLG. D I - TILE C�61✓ - S4 TILE r3 SW -- W.H. N 1T-10" - EDGE OF SLAB 2" BUILDER TO - BEYOND WALL (i) PROVIDE APPLIANCE PROTECTION WHEN I 0 8 NOTE: FINISHED WALLS REQUIRED PER FBC TO BE FLUSH. FIELD - VERIFY. G_T. 8'-8" CLG. A.F.F. -- ---- - ----------- I V-0" CLG. A.F.F. ENTRY _ _ 54 x 24L 54 8'-0" FLAT CLG. AF --_� ATTIC ,' I 1 oQ n Vw------ ..• GARAGE `A �----J ¢ ) U 8'-0" CLG. A.F.F. H OP F W 04 TYP. @ SINGLE > W V-4" 4'4" STORY rA (SEE AA/S3 FOR STEM OPT_ S3 - - - - - -) - I I I I I I I I K I I I I I TYP @ S4 I I o ------------------------------- GARAGE I I 16070 OVERHEAD DOOR 16-0" 19'4° 25-0" EXTERIOR WALL W/ 2x4 WALL PAD OUT HANSON BOX @ 36" A.F.F. DRYER VTE �-- PLUMBING LINE TO SECOND FLOOR �--WIRE SHELF @ +54" A.F.F. 0r Cr r- W LU z o 2Om HUH J B HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 HS (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required " VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" �A +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 D , +28.3 / -37.0 0E +26.6 / -29.1 +26.6 / -33.5 SEE SN SHEET O SEE SN SHEET � 40 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25J S.H. 13 20 X 38 J 181 X 37 Jq S.H. 14 20 X 501 18 J X 50 S.H. 15 20X63 18JX62J S.H. 16 20X72 182X71� S.H. 1 H2 27 1/4 X 26 26 X 25 1 S.H. 1H3 27 1/4 X 38 J 26 x 37 1 S.H. 1 H4 271 X 501 26 x 50 S.H. 1 H5 27 1 X 63 26 X 62 1/2 S.H. 1 H6 271 X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 } X 25 1/2 S.H. 23 37 J X 38 J 36 J X 37 3/4 S.H. 24 37 J X 50 1 36 3 X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 1 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54 X 26 52 X 25 J S.H. 33 54 X 38 J 52 X 37 J S.H. 34 54 X 501 521 X 50 S.H. 35 54 X 63 52 1 X 62 2 S.H. 36 54 X 72 52 J X 712' S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply With Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. MASONRY HGT. @ V-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) FIRST FLOOR PLAN -B SCALE: Y4"=1'-0" On C" o in CD =o W N ca a � C W C� Q X N m I.L N G IZ M O Q � N 3 °= a>• x E 3L to 3 a u m E400 m .� ,n a a c E � o K �✓ r' Ste` ��' To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. EWA I- A C IA �Iwo NL,20�� yN� LL C .J L LL �1f V _ C LL LL ow �0 rn a Y W`I13grc 0 °. m W IL Z I J N & z° d r Z N OL 0 W ❑ o Z N th z z J - vo Z Cl) 4-J f0 (/7 w 5e jr .0 o �• 0 w N W m =Q c . S Q Ln O �rj oa u�l 2 LL E F oLL g Q 0 E V wz Zw na o EQ Zo CD C/) � Z ¢ Y ° A O� ZC m N =o cw z W 8 $ $ -a i �w O a4 a� d' z1�4 0U ^i 0 Ci = >M O M Co co,-� N o N J CL (� m CN o _ O L lie C0 co CN m N CD Ln o z E E M rt a o U �? ¢ p � 30B NO: 23-00512 SCALE : AS NOTED SHEET NO. 1.� THRUST BLOCK TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSI 36" H. CONT. GRASPABLE RAILING '­ (3) 2x12 STRINGERS 3/4" PLYWOOD DECKING -24 LANDING 2x4 FRAMING 42" KNEE WALL WITH 1x8 CAP & CASING OR 36" RAILING B 3/4" PLYWOOD DECKING PRE-ENG FLOOR TRUSS 1 x TREAD (TYP.) 1x RISERS (TYP.) 42" KNEE WALL WITH- 1 x8 CAP & CASING OR 36" RAILING 2x4 THRUST BLOCK 16 15 14 13- 12 11 10 / 9 7 7 1 5 3 TYP. STAIR SECTION �tairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. riser height: 'he riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the djacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. read depth: he tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of ie foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any ight of stairs shall not exceed the smallest by more than 3/8 inch. finder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost -ojection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 ches at any point within the clear width of the stair. Dsings: le radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not ore than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the nallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. Bveling of nosings shall not exceed 1/2 inch. landrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail eight measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less tan 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a Dint directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be ?turned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 1/2 inches between the wall and the handrails. irip-size: landrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches r provide equivalent grasp -ability in compliance with Section R311.7.8.3. 3uards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 riches 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 riches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the :reads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a iphere 4 inches in diameter. Jnder-stair protection: nclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side Nith 1/2-inch gypsum board. � SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUI @ END OF LAN BELOW HDR. B STANDARD (3; STRINGERS w SIMPSON A35i MP34 CLIP TO FLOOR SYSTE LANDING FRAI (2) 2x HD REQ'D @ LANDING STRINGE CONNEC PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH 3/4" PLYWOOD DECKING -24 LANDING 2x4 FRAMING Y �V ^N CONT. HANDRAIL RETURN TO WALL DETAIL B SCALE: NTS 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR EXTERIOR WALLS -\ I I I I I I I I I I I I I I I I I I � I ------------------------------------- REVISION NOTES 12/17/2009: 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO V-0" A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE-FAB. BASE. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40' PRODUCT LINE - MIN. 48" x 64" 50' PRODUCT LINE - MIN. 48" x 76" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 91/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2)- 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 CD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 GG SEE SN SHEET HH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 181 X 25' S.H. 13 20 X 38 J 18 J X 371 S.H. 14 20 X 501 18 � X 50 S.H. 15 20X63 18 X62} S.H. 16 20X72 18X71� S.H. 1 H2 27 1/4 X 26 26 X 25 4 S.H. 1 H3 27 114 X 38 J 26 x 371 S.H. i H4 27 Jg X 501 26 x 50 S.H. 1 H5 271 X 63 26 X 62 1/2 S.H. 1 H6 271 X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 1 X 25 1/2 S.H. 23 37 is X 38 a 36 } X 37 3/4 S.H. 24 37 J X 50 a 36 4 X 50 S.H. 25 37 J X 63 3612 X 62 1/2 S.H. 26 37 J X 72 36 1 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 1 WIDE S.H. 32 54 X 26 52 J X 25 � S.H. 33 54 X 38 g 52 } X 37 S.H. 34 54 X 501 52 j X 50 S.H. 35 54 X 63 52 J X 62 i S.H. 36 54 X 72 52 2 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd, or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S. F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED SECOND FLOOR PLAN-B SCALE: X"=V-0" cow cwi YQlr = !V � � W E�4 a� o N y O f9 w Y y ER c C2 s c 3 m • u •a m c o E o Q U y�„t�tl4tzilill/ O vvt4 /< N w i To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0) E o g8 cli p g �M.7� to it. LL '� 13Zli. LL a -dam a 4 C ILW�°'°' Z Nz d I- Z N O i; W rn z z L r� v� W -� O w w 8 z U ¢ C3 6 ts, M c� o n w LL W o a� E 0V Z M J WW m Vi @p gw 3 g Z W T3 LL s �u aLL 5+' ate_ Ui C O = M �o CD co :3 N a S LO r U) °° N LO O 0 LL -lG ca m O 0) N Q M a T E Mcc o z z E co = a. E 0 -J o w a o c JOB NO: 23-00512 SCALE : AS NOTED SHEET NO. 1.2 41d1Al6i'l. tti SCORED STUCCO BANDS — FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 2nd FIN. FLR. T.O.M.— ENTRY HDR. HGT. i—TEXTURED CEMENTITIOUS FINISH ON CMU /SCORED STUCCO E BANDS FIN. FLR. DOOR FRONT ELEVATION — ELEV—B SCALE: 1 /4" = 1'-0" FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 127 12 V 1 5 -dxrgp. . c_ l A._ 6" SCORED STUCCO BANDS SILL DETAIL SCALE: 3/4" = 1'-0" SCORED STUCCO BANDS HEAD DETAIL, SCALE: 3/4" = V-0" ------------------------------Z,QP. HD -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----------------------------------= EXTERIOR PLASTER ON CJ CJ FRAME 25 SH y - — — — — — — — — — — — — — — — — — — — — — — — G ------------------------------------ FLASHIN TEXTURED CEMENTITIOUS FINISH ON CMU 25 SH ------ _------------ CJ / WEEP 35 SH -ma'2ND F s,_:__---- ,__ _ SCORED STUCCO BANDS T.O.M.._p /ENTRY _ _ _HDR_ HGT. _FIN. FLR. ql w 50 LEFT ELEVATION — ELEV—B 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"A" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 er h O h1 �n cV � cc W C'V y r+LZ p �o 3 = CD 40 a t au oc �+ 3 3 r`a .°' c w > _ d o ? Cr •� T of CL a �E �o CL �Ez0 W \5k ELO 2 11111! 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 - Residentlal 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a Q LoV Ned CM a N CD �LLLL LL a oO Cc ie13L o W �h.rnW 04 V) d J = N do t W 00 cD z z z N VI N z � v � � V 0 � �N A R f'a asL '— w E • ¢ S� 93 oj a J LL E C B i p E-U 'T o° i z-o o a 3 V 0� ZE its I— a z ¢o w z m0 �oQZ < i Z 0 cC:) 0 cM CO Nco 04 -6g CL U) N I` O U N m O � Q M N r MCD z z £ M a U Q a 3 JOB NO: 23-00512 SCALE : AS NOTED SHEET NO. 2.1 EXTERIOR PLASTER ON FRAME 12 5� 25 SH 25 SH FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 <>�5 - - - - - -- T.O. HDR ---------------------- -- ------ 0 CJ 1/2 33 SH ------I------------------------J------------------------I--- 2ND TEXTURED CEMENTITIOUS FINISH ON CMU CJ / WEEP 35 SH ___T_Q. ------------------ 6068 SGD HDR FIN. REAR ELEVATION - ELEV-B SCALE: 1/4" = V-0" n FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 5 CJ CJ EXTERIOR _ PLASTER ON FRAME 1 r. 4' OFFRIDGE VENT— - ` . `" 25 SH LR_ ----- ---- -- - T.O.M. �. I I ;__ T.O.M. i'p7 GAR./ 7=T-- ------ --- ----- HDR. HGT. FIN. FLR. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — r FLASHING CJ / WEEP RIGHT ELEVATION - ELEV-13 SCALE: 1/4" = 1'-0" TEXTURED CEMENTITIOUS FINISH ON CMU General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-112" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wail 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 M N 0 un c 2 @' 10 V N m N co ` wyr~ Z CA Q N N Y 2 3 a+ a,a=� rxw u�+ .Q 3 M io 4, = a) ? •L T N d .n C E ro G a 0 !. v.;G�IVE*- . -M Q J OQ� A V To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 40 0Lo 0 d U13 N LL C N O13 J W U. LL o a 32 * W W onm o �0c ��T W w LLz 1 N Z N co ¢ 1- Z OV 9. W acl Z N z z o v tl N llv);Z.� a1 _o W V t 0 8 c ' _ � -Iltltytall��-®.Yam U Cn • c C, o � J� oM �p E y! cy ? O >Zf 4 G 16 10 U o � CL E P Zoo01G� ra < x w Z � #Y 0 �LL z Z m J wm 6 aw O W b V7 �o u z N F, millZ H O iv c� M Co M r-. N o LID J CL (n m CN O U n Y m c LO N Q M N r E M Z Z E M i m ii ci _J ¢ o 3 JOB NO: 23-00512 SCALE : AS NOTED SHEET NO. 2.2 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/200A INDOOR PANEL CENTER 7 200 amp 150 amp UNDERGROUND �i SERVICE BY POWER CO.----_ INTERSYSTEM BONDING TERMINATION PER NEC 17, 250.94 53 NEMA 1 150 AMP/ 200 AMP 14 to tights 3 outlets 12 to appliances and GFI 10 to WH B to Range 5 to HVAC 200=4/0 in 2" Conduit 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All Vim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is Intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be In accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type Installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided With a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed Within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The Width of the sink or range is not to be Included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FlqT 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 Q `O, CH PB SD CM USB a ❑TV 2 WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CHIMES (OPTIONAL) PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SMOKE DETECTOR SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 3" 1.5" VTR SWITCH FOR DISPOSAL le8wIII -: PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER KITCHE C 11 DEDICATED RECEPTACLE FOR ICROWAVE RANGE HOOD PER SPECS A/C PAD GFI WP DISC. / I ENTRY�P DB & GFI TO BE ALIGNED ------- VERTICALL 1 DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS W UJ H 0 WZJ �Om fax I- > J3 COACH LIGHTS \ COACH LIGHTS OR PREWIRE AS \ OR PREWIRE AS PER SPECS , PER SPECS SPEC 3 & 4 KITCHEN FIRST FLOOR ELECTRICAL PLAN-B SCALE: Y44'=1'-0" ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. � I I I I I I I I I I I I I I L----------� I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -j SECOND FLOOR ELECTRICAL PLAN-B !V 0 !V t1t'f !V a 0 c Z. W o u ai C fC C� N m � x t!f C ` in Q CIAJC m !� �t CV X 3 to 3 m U � � m y C C to a a c m o w w� 0 N N 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 seat is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Ow a C 08 o C �_ m 0 ddo �; y0) 040 7J � � a u. to J W u W LLuj J LL le = cL4 � g °7' a� 11 13 �. � ',p (V !D O 0 °'. m � to MZQJ ILW zN O W ❑ ❑ cD z z ad � N (D W . � tN � Wj � � 8 C N v ' , j C) ,am, U Q N 0 see C-') J € LL- E =o ZR zo QE V I to k? $u oa � U Z )K az <g J >7 C OY �� ZZ Z J ap z Cn o N. M a � o > co rn C� � M CD NcL L0 CL N O O ILL � M O o V) N a E M :3iMT z Z E M :3 a c U ,°J Q p JOB NO: 23-00512 SCALE : AS NOTED SHEET NO. 3 9:12 SLOPE tiiA 49 4'-0" ROOF VENT 46 5.12 SLOPED F- z Uj W ZONE-2 9 O ATTIC SPACE C 1170 SQ. FT. 10 / \'5% w a O fn N i 1 5:12 LOPE 5:12 F SLOP J 5:1�2 SLOPE I Iw IZONE-1 I ATTIC SPACE '316 SQ. FT. I I I 5.12 LOPE 5:12 SLOPE, I- z w Fu gloom I I I _ ATTIC VENTILATION CALCULATIONS - B _ ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule Ridge 1/300 Rule Off -Ridge (No Upper Ventilators Vent Amt Req.) (Must Provide Upper Ventilators) (Ft) Amt. - - - ---- --- Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SO. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation vented be provided (See Elev) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main - - -- ----- -- - -- — - 0.0 1.0 Floor 316 303 43 152 11 76 138.0 0.0 _____ 138.0 (Zone 1) 1123 160 40 281 10.0 1.0 Upper Floor 1170 562 288.0 (Zone 2) 150.0 138.0 '"NOTE"" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN - ELEV-B SCALE: %4"=1'-0" N O N N �a cc > w u an o U. N co O y- y 'O N t C .d V d C d C G N d.•G E o a � a.. A 0 /V err GJ FN f. L t To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. to W M N ar 0 W N r h co r- tri Mp a0LL LL LL LL d 52 mg 0 13z g09 a O 1 W � re N 'O r--�' rR�T T.m W L=Nco <..i NZaor N do = ai W Q J d 47 U � W �U 0 w g N Cyy Ira Uj U Q 0 w -j � E �o Q p U �� f oa U O � c� u �� z z m ai °o cor`o I� N W W oT o" F = S _ W LD5 >O o W� c O >M O 0 M Co LO N a $ CN Q � U) m N 0 LO ~� o L m o C7) N Q E M z° C M w r a U -i ¢ o JOB NO: 23-00512 SCALE : AS NOTED SHEET NO. 4 13'-n" 17-0" i::lll `e�i1e '(j `ram e ♦ �'{e ie ♦ I .N ♦ e ♦ e ♦ e • ♦ YI bi ' �'� .ICI v `` b. v e ♦ , v' • v � r e • I� I'e ♦ ` � �� v v°`♦ °� y r e� v• vje� v v e 1jv v v r ' / rs vv♦_ v ye �e s •ema �e •o: e. •ar: e.~ vv: °. v•vv: e. v•v♦: #5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP- CORNER BAR DETAIL WWF PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. 1 /8" SAWCUT x 1 /4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN W I� W Cn LL CONTROL JOINT DETAIL NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING MONOLITHIC FOUNDATION-13 SCALE: X"=V-0" N N u'>t N � w N r C LL 0- A C i. y y O � N y E t c a, L) ... a a 3 cc n ier d 0,CP O ` wr. H E� C �o a� 0 w ego Vo .. r, 0 C ..� 1 QL To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W F N N 0 ai �N0 y M Q LL MLLLLL W M r��o_ i Z c5 m ;e 0 t C p ��pjOi m Z 04 MZ f UW 0 ZN O L) W ❑❑ 0 z sue^ M z rop'- Q 7 U) VGA '�• O � g Jift N c �N ft5 •— �' Q art "'i}i}2h�RSazz o z M J O K z 2 LL 2O o� )R zp 0 ff0 — q1R10 S<) pp z cc r OZ �z =3 C: 7R wg a p Xw 5 z �z z rn W T w N z S c , ~ Cr0 st wa ilaT0U OLA i �M O cc a7 � M M .-. N o N J CL V) m CV ~ O L`' y^ Y ^ l O 0) N LO � M N r E (� z Z tl1 E M a 8 0 JOB NO : 23-00512 SCALE : AS NOTED SHEET NO. 5 TYP. @ 1 CORNERS D2 4 60 CO 10 13'-0" 2 FT3GE D2 12'-0" N 0 A @ 24" O.C. MIN. 0 J S6 CS CS r- � TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL CE 1 L1 0 S6 FT7G FT6 TYP. 1 LO r BRG. WALL,/- Z. 0 0 a r FT8G V FT11CS �- FT13GE BRO. WALL CS TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL A (2) A TYP. U.N.O. o0 , `a CE 35 A (2) FT9 22 D1 CJ3B CJ1 B 9 D1 R) 7 D1 FG3 7 D1 m 1` -:" co m e- M U C� ol 5'-0" A m S3 TYP. @ 1 STORY (SEE AA/S3 FOR STEM OPT.) 5'-8" E14GE ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHTS 25 ft JIND SPEED (ULTIMATE) 140.0 MPH BIND 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 a=oft [4:12]-[12:12] AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP 1 -35.94 -49.57 -49.57 -49.57 GABLE 1 -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 —7-- --T— ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): 1• `\ O // A �I ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD I \�� i� I ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I \ 1 0 I ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I I I I ROOF SHEATHING: I Q I I D I SHINGLE: %e' EXP. 1 CY16) or 1%2' EXP. 1 R16) I I TILE: 1%2, EXP. 1 OY16) NOTE: I I I 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS trwz J r r. 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG, RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 2 ROWS 8d @ 6" O.C. 8d NAILS @ 6" O.C. TO BLOCKING (2) 12d NAILS TO - BLOCKING EACH END 2X4 BLOCKING AT EA. ROOF PANEL JOINT AT 48" O.C. MAX TRUSSES 2x4 SPF STUDS — @ 16" O.C. WALL SET BACK 2" PER DETAIL C/S3 NOTE: THE SHEAR WALL FRAMING DOES NOT EXTEND ABOVE THE ROOF. SUB -ROOF. OR FLOOR SHEATHING -ROOF OR FLOOR SHEATHING (2) SYP#2 TOP PLATE LSTA30 EACH SIDE @ EACH END OF WALL SEE C/S3 FOR ADD'L INFO, SEE PLAN FOR DIM. j ;y SEE FIND. PLAN 2. FOR FOOTING SPECS. ° INTERIOR SHEARWALL @TRUSSES STEP-DOWN, WALL TO TRUSS � SCALE: 1/2" = 1'-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 -10d x 1 1/2" B HETA16 1 1810 9 -10d x 1 1/2" HTA16 1870 1 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 -1Cd x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5"TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26)10dxl-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA, BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 W/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 "" 8 - 10d x 3" JUS26 1000/1080** — 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 — (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16)1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ () 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/ ( 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 -10d SP2 1010 605 12 -10d SPT24 1090 12 - 10d HCP2 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 (8) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (*`). 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 j (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN-B SCALE: Y4'=1'-0" 0 N IA C" > LLJ Esc a a r, CJ +� = to C RC= 2 • o O Np Us ca 3 6, � ]t C w C c ar d CC ." a, c E �O o 0 J C. �`� ; rN y •• JF, To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a SE $ �1 m C6 0 n^� M M v -j LL GI J C U. J Lu -j d Z —row ax �c_o 0 t W rP � T m W) MZ d J ILW L 0 W 0 2 Z z � n- � N V I N 'n (D 0 LL Cn LLJ 0 w s I(� N v I � c� ri Q Q o J Z J p y � a E V $ z zo oa W �� V �0 z a� ~ a o a� � (10o C C t� O YU m 0 OLL Z z Qi ND TW off= a0 W wu F JN= CS Q � �4 x !r �$ v m� .5 L ° s 0 .0 O 0 a� L° 0 � M CID N `L LO �g a- U) m �' N U-) 0 Y , ^ m OIn N M 04 E CC = o Z ca ' coy E m 0- m o JOB NO : 23-00512 SCALE : AS NOTED SHEET NO. 6.1 1 +Itir'10 (2) TYP. 25' -011 f IGLV I"Jivl VERHANGI ILLV ., OVERHANGS OS I 51 QII 191-411 ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft IIND SPEED (ULTIMATE) 140.0 MPH IIND 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 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: Yi6" EXP. 1 eYle) or1V32" EXP. 1 03 16) TILE: 1%2" EXP. 1 R16) 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 1V32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. HIP ROOF >20 TO 45 DEG. [4:12]-[12:12] a=4ft a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d R77A 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) 114" 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 HD3B * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 "" 8 - 10d x 3" JUS26 1000/1080** — 8-10d P HUS26 1320/3235 *" 1335/2820 *" 20 -16d x 3 1/2" HUS26 2035/3400 — (20)16d x 3-1/2" Q HUS28 1760/4095'" 1720/3125'" 30 -16d x 3 1/2" HUS28 2950/5090 — 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F 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) 5l8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32)16D SINKERSINKERS& 1 LUGT2 3100-M 4520-F 3100-M 3800-F w/ ( 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 161 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 605 12-10d SPT24 1090 12-10d HCP2 1 590 555 1 12-10d x 1 1/2" HHCP2 680 1 570 20 10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02.20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8' MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+1- 6") 'FASTEN EACH (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) 20 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) VIC OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN—B SCALE: Y4"=1'-0" e+7 N 0 N 0 Q c m v > W f. 122 c+ a r� cm C /9 11 N _ o m x N rV Q N N Y 3 m cp cs c dc o Ch d a c E � o a � 0 04 Llr. ¢� �•, tl�ti0S To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings oomply with the 2020 Florida Building Code - ResidenUal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W I- p � cm, C m �'Z32 tlri Q co V' 2s v► LL C J 2 LL W LL LL S o a k = g f WmN� 00 �rnrn m m Z LLW ul co = N OU W U C3p Ur 7Q^ M Z I� Q C � (Q .0 w w 2 U o c m Q • �Q Cm soo o � w m tL E E fo oLL 0R Q E 30 oa C Ea? 58a 1O z �= mo ° zc 8 g og Wco 0�W T � ila� °d � `3 O 'M O co CO co :3N n. Q Cr g a" 6 U) co CV ~ LO O L y^ Y ^ m O LO NLO r— N_ � E E M CD 6 C E M \..� .- N B •- N a E U �' Q O c JOB NO: 23-00512 SCALE : AS NOTED SHEET NO. 6.2 U GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed Joints. 2. Shore filled Ilntels 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• 7132" 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 a vertical loci Safe horizontal load _ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F441B/1T8F401B/1T 8RF400B/1T 8F321B/1T FORM & GROUT SOLID 4 O #5 BAR CONT, 8F 12-1 B/1 T O LINTEL DETAIL SCALE = N.T.S. TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED G R = RECESSED QTY. OF #5 A o REBAR @ BOTTOM OF LINTEL CAVITY 'd •� 4 8 F 16- B/ 1 T '. • . ` G . tNOMINAi.QUANTITY OF � a WIDTH #5 REBAR AT e TOP NOMINA o HEIGHT MATERIALS c-ifr p-r-90 t'1tntels - 3500 pal. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 wl minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 REBAR ALTERNATE POWERS MIN. (1) REQ'D CL AR STEEL LINTEL M.U. #5 REBAR AT TOP MIN. (1) REQ'D- n �O -#5 REBAR AT BOTTOM OF = - y w EL LINTEL CAVITY w O cn !2 j3 I,- X w BOTTOM REINFORCING PROVIDED IN Z - p ,n LINTEL (VARIES) a Q•o a p i� v~i ui MR_Ln 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) 171 1-1/2" CLEAR 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 cementitluos 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 ]- --STRUCTURAL SHEATHING ATTACHED PER NAILING 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR SCHEDULE SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Ya"x1 J" TAPCONS OR TITENS *CENTER OF STRAP @ T/WALL TYP. U.N.O. SEE PLAN I f II TMALL 2x8 #2 SYP P.T. BASE PLATE W/ Y2' EPDXY ANCHOR OR Y2" J BOLT W/ MIN. 7" EMBEDMENT @ 8" KNOCKOUT COURSE 32" O.C. & 6" FROM EACH END W/ (1) #5 CONT. --, _1 L SEE PLAN FOR FILLED CELL SPACING WALL SPLICE DETAIL REVISED: 11/04/19 SCALE: 1" =1'-0" O 8'-0" LL O 4'-6" LL O 4'-6" LL (DMIN. 5-8" LL O O 13'-0" LL 5'-10" LL E MIN. 17'-4" LL LINTEL PLAN - ELEV-B SCALE: Ya"=V-O" en N O N Lin N c 0 > W 01 0 CL o C l0 V N - Co x +% C tL 4 A2 = O N .= N s Q4P N �O 3t _T °i X a CP o+ .= o Y u-3a cc io m m .sa d c >c a� AJc f _ F N' �o OCR LQ•� 'lf//fi;gj 1111f1I 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. o M8 N 6 Cq J LL LL LLl ciao z $ rn a 5 cc (I ZZg W.NfO o °' O1 W m w 6d z M z LL (kJ Z N O U 5 v5' W pp Z N Z Q - cl rNi N Z U Q O w J E c A Q �Q 6 M H � 2 z cif J QcEo< a o aLL ze iz N X m0 g5 z� ap w= 8� 5z 50 °z W r 3 Nw a v �O 0 = 'M cc O d' M co J a. 0 m CV O LL ja c0 N Q� N m O LO Q r a r E 0 ` c E M L N v C c a U Q p JOB NO: 23-00512 SCALE : AS NOTED SHEET NO. 7 41; NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAO) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)15TH EDITION. 1. 1. 7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE 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 DRAWINGS ARE T B SIGNED 00 00 USS SHOP D WI GS 0 E S G ED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD F 1 0 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 0 0 C 0 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 U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3,1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. T LOCATION F REINFORCING T ALL DIMENSIONS PERTAINING TO HE LOC 10 0 ARE 0 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 Y" X" CONCRETE TYPE MIN. 28 DAY DESIGN ft) 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) : 3112" MIN. THICKNESS W/ MIN, REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS WI (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1l8" 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'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4 . 5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS N UPLIFT R T U 0 USS AND WALL U L T ARE 0 BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7. 2• FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method, OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the term to treatment provider for treatment be and need re-insection and contract renewal shall provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. ImggatioNsprinkler ssyystems including all risers and heads be installed 1-0" building spay shall n6t within of the 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 c ementhious 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, be forms. Permanent forms be etc., shall made with permanent metal or plastic must of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainf II occurs before vapor retarder placement, retreatment is required 9. FBC-R R318.1.5 - C ncrete ova and mo r along the foundation perimeter oso1 must be removed before exteno treatmen 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 R�18,1.6 -An exterior vertit chemipal barrier be installed aft construction is complete, includingr(andscaping and imgation. Any soli disturr[ed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" %4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, B A ETC ARE TO BE YP #2 R BETTER AN R EMS S O ER D O MICROLAM AS INDICATEON THE DRAWINGS AND CAN NOT BE REVISED. fV c 0 P aP Wj > W O = C to Lj N -�ma•c LA- a O y N Y Er u = c 3 3 4 °O no m a %} 1O s, to CL � E � o a � 0 r" ,.,� 5 : o 77.1 c. i, ��:: F 0 •' L S10��'��ee��� 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. Lo rib z `JLL LL LL Z SW� ts�i.S S W m "ao � t W Z L"Z CP , m u) a N 3 Z W ❑❑ Ur c� N z_ (N cl) U) a V) z - �4-J CD LL LL U o 0 � i3 wU) w � = VI d c ¢ Q t M ¢ Lj- c$ E z n a° r ^ 0 1fII � 0 w o z ofa gar' ^ U ~ L <S ¢ a W 1 cn C Y 0 � Z J b w �0 U c"? y� 4 I �' it pd 0 c Q M 0 ec� M C9 M M .-� N 0 m H L0 O ILL m 0 Cn N Q N r E z N E co y T T C 0. c`3 - :: ¢ o c JOB NO: 23-00512 SCALE : AS NOTED SHEET NO. S N THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-112" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING FILL CELL STD. 900 HOOK BOND BEAM SIMPSON MGT w/ (22)10d w _ = —_. NAILS TYP. ¢ GIRDER TRUSS STD. 90° CONT. #5 BAR > HOOK - ( ��F BAR r 2X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM 5/8" 0 THRU BOLT v BOND BEAM STEP 2 x B.u.c SCALE: N.T.S. SIMPSON MGT w/ (22)10d 2nd FLOOR NAILS TYP. INTERIOR/EXT WALL SEE PLAN FOR MORE INFO f " CONT, BASE PLATE BEARING COLUMN -. TYPICAL SIMPSON MGT TO SIMPSON META12 / META12 TSS PLYWOOD FLOOR SEE PLAN FORREQ'D �. —SHEATHING PER PLAN BUILT—UP COLUMN DETAIL INSTALLATION @ MID SPAN COLUMN AND CONNECTION '` ` �, TJI TO BE CUT TO ALLOW NOTE: FOR BLOCKING/TJI ., UPLIFT VALUE i- x MASONRY WALL OR '• IS BASED ON 1. t y INTERIOR BRIG. WALL ' S.P.F. "'�/ TJt PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR LOCATION OF STUDS � above to bearing below. SECOND H10A (WHEN SECTION @ INT. BRG. WALL SIMPSON H10A ° DOUBLE JOIST CONSTRUCTION I w/ (18)10d x 1 1/2" REQUIRED) ST.. ` � ` � - (Not required if both loaded equally from above) N. { NAILS Filler blocking i 1/8" min. )Small gap ?� min. UPLIFT =1015# + 2" max. 4 max. TYPICAL SIMPSON LUS/HUS/HUC Web Stiffener Fastener Schedule 1/8" gap � TYPICAL SIMPSON H10A r � Joist ,Bearing Location _ __ S_ _Series Depth End Intermediate- INSTALLATION ® 9-1/2" 2-8d 2-8d INSTALLATION i BCI 5000s 11-7/8" 2-8d 3-8d 14" 2 8d Clinch nails - d when ®9 1/2"� 2 8d . ._..-2-8d BCI6000s 11-7/8 2-8d 3-8d possible 4" MIN. EMBEDMENT BCI 6500s® 14" 2 8d _ 5-8d_- SEE SCHEDULE FOR 16" 2-8d . 6-8d o 1) Support back of web during nailing to prevent damage to 11-7/8" 2-8d 3.8d SIZE AND QUANTITY web -flange connection. _ _--- - BCI 60s0 14" 2 8d 5-8d o .' OF FASTENERS 2) Block solid between joists for full length of span. Tight fit 16" 2 8d 6-8d o 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. BCI 90se 1114" 5-16d 5-16d oo ° 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 16 6-16d 6-16d 16GAx1-1/2" LONG (3/4"-1" 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. CROWN) STAPLES @ 6" OF THE JOIST ASA REQUIRED LEAVINGY" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER O.C. VERT INTO STUDS top flange of joist. (NOTED THUS:—) DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b. METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" "DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 5000s 1.8/1.7 3/4" orp nel 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 SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building 1/16" code for appropriate details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side at bearing. Boise Joist Blocking Use 3" (10d) nails at 6" o.c. 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 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE �7 Provide adequate bearing _� 61 -, I I-1 I a: o I I—III—Jl(-1 11-1 I I for each lapped joist. Use 10dx3 nails at 6' o.c. for all joist •, r — *Tr TiT ° . ° — CORNER OF P I blocking panel *Non -stacking walls -' I LTTj� • .I�TTT HOME H C G 10d nails require additional consideration. — — — — — GARAGE SIDE o 0 o Squash block SECTION INT. BRG. WALL MITI=I i f=I I ►=ITI I i I -I i I FINI GRADEI—- u, (2x4 minimum) @ -�= ] I I=1 I M — — — 5 -0 o Bearing wall, Versa -Lam LVL or N.T.S.III—III III —III 1T(=(11=I —I T1�=1' STUB -OUT FOR viro 1'-0" o o L, Glulam Beam GAS METER _ 0 o s SEE FND. PLN. iv x NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST Backer block (12" wide min.) — — KNOCKOUTS) ALLOWED Nail with 10-10d nails. — — _ SIZE & REINF. IN BEARING ZONES D DIMENSION OF LARGEST HOLE F .. Install tight to top flange. • ' '. :.T (KNOCKOUT EXEMPTS) T SLEEVE THRU STEM I I= 12 BELOW (see table below) D PIPE VERTICAL THRU FND. • MEASUREMENTS ARE FROM FINISHED FLOOR 10 (see table below) SEE PLAN FOR •. GRADE • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER Do NOT cut, notch Joist hanger' ... 4 • FOUNDATION INFO a' or drill flan es ` • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER g "j STEM FOUNDATION GAS CONNECTION DETAIL PVC OR SCH40 SLEEVE :,.,. TOP (2) #5's x 4'-0" ** **� ''t A 1Y" ROUND HOLE MAY DO NOT CUT HOLES GRADE REINF. SEE PLAN CENTERED @ PIPE ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY r.== 6" 6" 6" J Filler block. BE CUT ANYWHERE IN �;�. PLUMBING LINE = CANTILEVER LARGER THAN 1y" �.�: �• Nail with PENETRATION THE WEB. PROVIDE AT ROUND IN ` ` 10-10d nails. ° ' LEAST 3" OF CLEARANCE CANTILEVERS. Backer block required where top ° q a a ° 0 a , FROM OTHER HOLES mount hanger load exceeds 250 lbs. a I MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN %" Install tight to top flange. w 1—I1 11�-, RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-Y (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS FTOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). * SOUTHERN YELLOW PINE, 55 PSF LOADING "'p1`ry',.� �I�4dry m a,n ' .. � ! L 4"W /L' I, 'n%at`�e' ,4}a ry y NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE, 7. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y" 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. 1/4"-2" gap - - 1 Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height �- requirements 0.6 X Joist depth I —JOISTS BUCKETS N.T.S. LA/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. ° w SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @PIPE PENETRATION PLUMBING LINE ° °o. _ v d :II ll IJI _ d c Lll l Jr'II II,T— a a SEE FND. PLN. SIZE & REINF. eV7 N O N IO N Q dLU C W C IC CJ N — m N cc O a In n CV L N d O M Q—C-4Y 3 � N 0 -cc 3 Io cc 2,owl � d�o � C= N d >+ E o a u 0 13 > Y i el N 5 �L,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 drewfng pages bearing Engineer's signature and seal. CS IA In NO a LL W U. ui o- a Z C cdN0 W 0 W_ 04 M �, 2 d I— N 0U =LL U 9) W pp M � V z z � � a a) CD u � fC3 a W �` 0 0 6 M K z Z U_ O �_ t a p E o° a a® a ru co SOx Z @ t ra p QQ K W m5 Z W m WN 1,; 0 LL �Q o Cn '0 oO = co m L CID LO M :) N CL 8 LO Cr m ,, N H 1` Ln O L (� 00 0 (3) LO N M r- o z Io M sv IM a ci 0 JOB NO: 23-00512 SCALE : AS NOTED SHEET NO. SN 1 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR Y8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) 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 (12)10d NAILS U.N.O. 10 0 R302.11) 1/2" CDX PLYWOOD OR 7/16" O.S.B. @16" O.C. W/ (2) " ( - -- -- -- -- - --- - - SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS FOR UNDERLAYMENT 16d TOENAILS T & B EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" z - ----= - - - - - - - SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR PRE ENGINEERED WOOD APPLICABLE. 4" O.C. @ BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN 24" O.C.) NSULATION PER CHART ON FLOOR PLAN 3/8 MORTAR BETWEEN @ TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK "SIMILAR AT FOUNDATION ONLY" HURRICANE ANCHOR EACH @ 6" MAX FROM END OF 2 x PLATE - - "- - - _-- - "° �, IMPSON SP1 wl (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS ROOF FLASHING AND ROOF FLASHING °� _ = 5/8 x 10 J BOLT @ 24 O,C. W/ IF NOTED, THIS REFERS TO THE COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r (TYP,) 2"°x3/16" PLATE WASHER 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 BARRIERO.C.0 10 WEDGE ANCHOR ( ) � � e .. A.F.F. @ 24" R 2�, x 6 W1.4 x W1.4 ATTACHMENTS 2� 6 x 6 W1.4 x W1.4 J ' 0 5/8"x INCLUDE THE WALL SHINGLE ROOF, SHINGLES TO I ° . n _ - - 'C•) F OR FIBERMESH MENTS WWF OR FIBERMESH .. __ ..._ _... 0 WWF CH • BE IN ACCORDANCE w/ ASTM - 0° D - ELEV. -0'-31/2" 31/2"MIN. 31/2"MIN. D7158-CLASS G or H or ASTM • I � _ II � o ° A.F.F. O 12 ACCORDANCE w/ TABLE - e 2x4 CONT. o 1/2" min. - 4" - e " �r I N oo ° ° - -T• ( ) t• ° - �T1/2 (min.)-4' (TYP.) R905.2.6.1, FLORIDA BUILDING I I - VARIES CODE 7TH EDITION (2020) 8„ I I I GARAGE DEPTH VARIES 31/2' min.).- 4" e • 31/2"(m n) RESIDENTIAL - ROOF SHEATHING - SEE INSU ION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING (2) #5 CONT. 4„ T 1'-4" 8" (2) #5 CONT. 4" FRAMING SHEET FOR U.N.O. FREATHIN HANDEFT FASTENERS WALL w/ OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP MIN.SHEARWALL C TYPICAL BEARING WALL @STEPrcC ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 �� �� �� � �� �� �_ �� SHEAR WALL SCALE: 3/4 -1-0 S3 SCALE: 3/4 -1 0 S3 5/8" OR 1/2" HIGH ALUMINUM DRIP BOARD PER CODE OR 5/8" STRENGTH CEILING EDGE coNt�N�°J��y GYP. TYPE "X" @ GARAGE ALUMINUM FASCIA �Eos�cJ W/A HABITABLE ROOM \12'N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs.� ABOVE) W/DRYWALL EE STRUCTURAL NAILED W/ 8d COMMON NAILS @ 4" O/C SCREWS @ 7" O.C. SOFFIT SHEET SS 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. CEILING & 8" O.C. WALLS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C ,o MN�o 5 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ cON 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: 10'-0" (R302.11) INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR PLAN 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 #5 VERT. IN FILLED CELL 10'-0" (R302.11) ADDITIONAL INFORMATION 1x2 P.T. HORIZONTAL SEE CC/S3 OR �., LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE 8" C.M.U. TYPICAL CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) NAILER G/S3 FOR ANCHOR „° �� �� �� �� "° � METAL LATH, FIRST 2 LAYERS 3/8"THICK EACH. SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8 x 10 J BOLT @ 24 0/C W/ 2 X 3/16' 3RD LAYER 1/8"THICK. K.O. BLOCK STD. 90-HOOK SEE DETAIL PLATE WASHER TYPICAL 10d NAILS ( ) TYPE "S" MORTAR (IF NO UP LIFT ON @ 24 O.C. VERT. OR 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 (6)1/4"x31/4" TAPCONS " 3500#, MIN. TENSION 2600#) FINISH *SIMPSON SP1 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24 MIN. LAP] #5 REINFORCING SPACE ANCHOR // SPACED EVENLY FIBERMESH BAR ¢ BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N c wl (10)10d NAILS &, WEEP SCREED INSTALLED � ,� r - v 2x P.T. PLATE A END OF 2 x PLATE WWF OR FIBERMESH TYP.PER MFR INSTRUCTIONS 1x2 PT WD FURRING @ 24" O.C._/ASSUMED FINISHED #3 OR #4 REINFORCING BAR o e . s i > . P GRADE 40 MIN. F - 40ksi a ° GRADE it4l z #3 & #4 LAP SPLICE y—_ 1/2" GYPSUM WALLBOARD r " '� - GRADE 60 MIN. F - 60ksi _ _ _ U.N.O. (1) #5 VERT. IN FILL MONO OR STEMWALL A ,. FINISH GRADE °O 25" MIN. LAP [30" MIN, LAP] [ y ] g C r 4 CELLS (SEE FOOTING MONO SHOWN _ T w e -� FOUNDATION PLAN FOR CLARITY °O 6 MIL VAPOR BARRIER D ;. ° - #5 REINFORCING BAR FOR LOCATIONS) _ 1 �, z 1x4 P.T. BASE NAILER 4"x4" INSPECTION • - - 1 '- #5 LAP SPLICE (2) #5 CONT. - 3 1/4" BASEBOARD PORT AT EACH NOTE: e `FOR BEARING WALL COMP. SOIL. (COMPACTED TO - ° 36" MIN. LAP [36"MIN. LAP] ON 3" CHAIRS 8" 1'-4" 8" FILLED CELL TYPICAL W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM =�. 10" �P-) MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR D1557) MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR 4" 1'-4° #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. CURB DUE TO SLOPE - #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/6X6 NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF�� WALL w/ UPLIFT rG W1.4XW1.4 WWF OR a DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" SLAB INFORMATION. SLAB INFORMATION. S3 rAll,1' r, `v - I a 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VA I 6 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 _ •t '� _ i� ° d SEE PLAN FOR T 24" O.C. MAX. " BARRIER p 1 GRADE CONNECTION INFO ° COMP. SOIL. ° aO TOP OF BEAM & LAYOUT DESIGN ° (COMPACTED TO 95% _ - (1) #5 REBAR w/ OPT. SEE ROOF PLAN = c ° °' ° ° ° ^L` MODIFIED PROCTOR TTi _S E NCLOSURE (2) HTS20 FOR STRUCTURAL -� - _ M ' 41 ASTM D1557) - BEAM SIZE & A 3 MIN. CLR. (2) #5 REBAR CONT._/4„ t �I,T CONNECTION INFO ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK (SEE I I U.N.O. 4° 1'-8" (2 STORY) DETAIL) MIN' 8c4 P.T. I 2x4 #2 SYP P.T. FRAMING w/ PLATE SEE A/S3/J/S6 �� nit MIN 7/16" O.S.B. SHEATHING 8 TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L Os.e. FOR REINF. INFO. z ATTACHED PER NAILING OPTION #1 SCALE: 3/4" =1'-0" S3 SCALE: 3/4"=1'-0" S3 w 0 SCHEDULE o= Q SEE TYP. WALL SECTION FOR ADDITIONAL 1/2" GYP. BD. COLUMN LOCATION ¢ SEE PLAN FOR STRUCTURAL SLAB INFORMATION. P.T. 2x " HOLD GYP. BD. w COLUMN SIZE AND BASE 1/2" FROM SLAB o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. M OPT: DEPRESS SLAB 5 Y" 0� J CONT. BEAD SEALANT SCALE: 3/4"=1'-0" S3 DEEP AND 6" BEYOND a 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND :.. • . INTERIOR SEE DETAIL 16/D1 FOR PAVERS / DRIVEWAY EXPANSION JOINT ^ A. a 31/2" COLUMN TO PORCH SILL AT 8" O.C. TAPCONS q MASONRY WALL AND CONCRETE SLAB 14 134.•` GARAGE ATTACHMENTS & 18/D1 PAD FOOTING PAVERS O.H.D. RECESS �. z O.H.D. RECESS � � � ' " T 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -- CONCRETE NAILS W 1 1/2 W/ DRYWALL SCREWS 8-O.C. ATTACHMENTS EXTEND FILL CELLS c EMBEDMENT @ 12" O.C. @ TO FOUNDATION PAD _ v • • ' `�--'� STAGGERED, FROM BOTTOM INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ' "� PLATE TO CONCRETE ON FLOOR PLAN ^ w SIZE VARIES PER PLAN M . ; _ `r (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT Q j w/ MIN. (2) #5 VERTICALS z 1. 4" oo - I •" .. oQ TENSION 120#) CONCRETE SLAB E ;� > FILLED SOLID (SEE PLAN FOR °O GRADE 4 *- = 6 x 6 W1.4 x W1.4 c`1v 4. w SIZE AND REINFORCEMENT) C7 • w = c m WWF OR FIBERMESH �, ►z-- a w o v Ez BRICK PAVERS or SLAB PER 0 o CO x • • • •- z ' N - ° COMMUNITY SPECS " U 0'-0"FIN. FLR. u� SEE A/S3 OR JIS6 _ T SEE A/S3 OR J/S6 M 6 MIL VAPOR - FOOTING v BARRIER 1TF - FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE - BEYOND V " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V-4" (1 ST RY) ; :.. PAD REINFORCEMENT 3" MIN. CLEARANCE 1' 8" (2 STOR) 1'-8" (2 ST RY) • :. (SEE SCHEDULE) „ „ ••y ` ; CONC. FOOTING WIDTH 4 4 ••, CONC. PAD INFO. SEE SCHEDULE LR K B RECESS J•1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. TAPERED COLUMN FRAMING CDl2 PATIO COLUMN FTG. DETAIL GARAGE DOOR SN R SCALE: N.T.S. 53 SEE TYP. WALL SECTION FOR SCALE: N.T.S. SCALE: 3l4"=1'-0° SCALE: y°'"'o• SCALE: N.T.S. SEE TYP. WALL SECTION Fd. ADDITIONAL INFORMATION. S3 S3 S3 ADDITIONAL INFORMATIO Cn N \a Cd N Ln _ 0 !V o •' Q/ > W o� u u C OD V N »- cwIn N G C1 � CL m u a �.d avv "� OC •� T o Cj_ U , , w U q o cNi /rrr11,11" W, , To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these draw ngs 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 g N C") 2Sz •' LL LL LL S LL d Z r �0c a o N _� LLW°'°'fm� 04 Mzak I�z N OU 0) Z W V 00 z z N N LL (3)in s ra G u O " ul LU �V)�) son— E I 19 U c CS Q m W • �0 s�o M q � S � E �o Wo , �� Q E � �® oa U CL CO E X U a Q Qa Z W Itwg <o �� CA) c .S 0 N o �z Z r Z m J 3 m 0< a w �Z o W`�3 } 3 Q Q 2 z N w J o y = w� Z 0 c O = >M O m Lo c0 Co MLo n' LO CN Cr J V) m N LO O U_ ^ m O LO E Ec M 0 z y r E M io E o M c JOB NO: 23-00512 SCALE : AS NOTED SHEET NO. S3 (MONO) num i m N S N 9 _N i c� rn C a N N E E S 0 X/t 15 CS 0 i t� N N N 0 a N 0 N S (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA,)--� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ W4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN vARIE9 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2X4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID + POINT EVERY OTHER STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW i 1/2" EXTERIOR GRADE SHEATHING —� FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) k—ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 1 ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11"DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW KB MASONRY LAYOUT rD "J4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W1(1) #5 FOR CONCRETE PLACEMENT 7 ��I��!�■�Il�i�il�l�l�!'ANIM■ • • • _ . •- . • �1� -- ■ llll ■■llll lit■� !'ll— ■I�I hi —Ili! ���' __� NOTES: 1U FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY, Q SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE • w o 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 /-8x8xl6 C.M.U. GARAGE DOOR—�� i GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR f TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \GARAGE DOOR TRACK SCALE: N.T.S. a a a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. T�7 SFF �off, N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x -- CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFFR I OAD. 2x6P. J-BOLT TRACK BRACKET fOP a iARAGE IOOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS ISTUDS SIZE EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' 1 (3) 41 (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER 1 `—(2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 O,q SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SIMPSON SIMPSON EO TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS BLOCKING W/ 2-16d TOE NAILS @EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" 0/C EDGES & 8" BLOCKING ) w O/C FIELD T A 2x TOP PLATE 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB STUD 24" O.C. MAX) W/ MIN. 4" EMBEDMENT O.MAX.. O.C.(24" PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL--- W/ STD. 90" HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE - NAILS TOTAL) EA. SIDE OF 48. SPLICE STAGGERED /�-10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W11A1 16d TOENAILS TOT P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON I C P.T. ATE SIMPSON SP4 TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL SO INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 2X8.P.T. BOTTOM PLATE TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �ZX TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED 1z, J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 810 PDXIED A.T.R. t&NUT 'OXIED A.T.R. t&NUT DXIED A.T.R. t & NUT 5/8"x10" "J" BOLT @ 24" O.C. MAX. B SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) SP4 SP2 SIMPSON C SP4 - NAILED 0 TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS SIIM4PSON SP4 LINTEL ROOF TRUSS ABOVE F 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 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING • o o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES c SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) 0 SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE D 5l8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY REV. 06.24.22 SCALE: N.T.S. e" N O � o W cc Q CL.o z ci eve c iovN — CO as N C LL• d cc o t N y O C-4Y d daj:-W d�z-a 4 UW as•�v r G G� N . >= /0 p a 0 Y v '' O• F^ [ tiJ ,�, 'rri• SS10 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. E 4 g $$ X. W FA 3 S � C � N 0 0 it LL � U_ a t6 C ��,. Z _ n' 13 W $ maN`° 0 CO. W w IL U) C .^ N a O U Z c> r"n W OO z z z� a z �-JC1 W t , N w U is O V1 _a) _ - U Y 0! M w 2 M E O wo �aR E OU h Z o M wZ Xa � �z z z ;v t <o W ro �� z J 3 a W 0_ W s Z o W coo oq� a NF s �Ig �r zl S I C) > M 0 rn m c� CO M N o N J � U) m N Ln O U Y co m o Ln N Q r 04 CV) *" E M co a z z M a o 76 v ¢ o JOB NO : 23-00512 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM1( W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (1 1 /4 X2 3/4 TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ \ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 1 O/S5 BACKNAIL w/ (2)16d NAILS � 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA, END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS, (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX 9"BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL 45°t / 45° t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILV 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8-0 0/C EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)1Od TOE NAILS @ EA. END BLOCKING 7/16" OSB SHEATHING ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OS OSB SHEATHING ATTACHED 1003" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 1Od NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISS7 OR TRUSS) NAILING SCHEDULE FOR SHEATHING 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) 10dTOE NAILS @ FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d EA. END (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-l" OR 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2 CDX PLYWOOD OR 7/16 @ 48" O/C FOR THE (2)16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & AND 12" O.C. FIELD BOTTOM ATTACHED \ (2) 16d NAILS W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES �:2x4'70N TOP OF PANEL 1/2 x8 J BOLT @48 OC INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION_ 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR M F�7 M X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING 9 NOTES AND NAILING INFORMATION SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 00 1 1111 00 1l " 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING 1 1 2^ 1 ]12' RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3)Ky(2)16dNAILS- CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS ATTACHED W/ 2 -16dAT NAILS @ EA. END 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 OFBOTT. STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF 0/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARING LOCATIONrD COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEETYP.WALLSECTIONFOR SCALE: 3/4" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5� IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL 1 (2)16d NA (2)16d PER JOINT .,.,.. , -- , ..,,...,.,. ,., .,..,,.,..... 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 vviv i . ur-nnnv�a GABLE END BRACING DETAIL 12" ISH SCHEDULE tTTACHMENT 2 SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C 1 Od 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT SAT SP2 w/ (12 NAILEACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S5 (-WOOD TRUSSES r-"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2' CDX PLYWOOD OR 7/16" �OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAM10KTA w/ (4) E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO s_r JACK TRUSS BLOCKING & (4) 1/4"X2 3/4" Y"'y77 �K� SEE PLAN FOR TITEN TO CMU - CONNECTION 2x4 "T" ON TOP OF PANEL-/ BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 1063" @ 4" O/C (2)12d TOENAILS SECTION g - SCALE: N.T.S. SCJ OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2)16d PER JOINT \--MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) z w BRACING w/ (3)1 Od x 3" AT • EACH CONN. @ 24" 0/C MOISTURE BARRIER BOND BEAM _ MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. a� NON - LOAD BEARING LOCATION UNEVEN CLG. � ) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - 3'-0" T-O" - 6'-0" 6'-0" &GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1063" NAILS @ 4" 0/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"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. Cr qc� o CORNERJACK C7 Y i C- U _ 3 Cr w z Ir 0 U HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1od NAILS @ 4" O.0 �Ell TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. '01 a 1 � it 111111111 PAP NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN rL AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION erg L 04 �— ?• W �j G h 2 C AtJ CQ �o .� l=1 y W Q W N Cc dares 3 eo 3 d c g R 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. 11- e s g8 v 0 S . O 601 r r-J a 4 � 0 U. C" LL 0 a W c n _ W �o t ns o 'o2N� W 2 m w 0 N OU ti Z W z $ Q N 2 v �N M � � U D - 0- Ul w c �, N .g U � Q d N �� o cl�2 M Jz Ho w z E =o �m o wLL =® � Fes- tf) o E o �' KV �� y o oU oa Wz z ra o � C':' .. o oa zC m J NUzlu r?tl aw .7.3 g,2 �z U W LLZ 4� M v z1� �7 � 3 C 0 0 nr� m � M _ Nco a LO CN $ N I-- LO 0 Lr_ I� 0 m C'4 V N Q M C%4 r" E M C° z z = co a U Q p 3 JOB NO: 23-00512 SCALE : AS NOTED SHEET NO. S5 4 0 i iE m N Iv LO 53 i v� J N N S. E 0 0 J- .4) 0 a d L�. N N N r. a N N N L+ ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 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 J TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU 01 AREAS. FLOOR SYSTEM ER PLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" 0.1 BASEBOARD MIN. 2500 PSI CONC. SLAI MIN. PSI MAY VARY PER d MUNICIPALITY 4 6x6 W1.4xW1.4 WWF OR FIBERMESH _ LLL111LLLllI T FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 �-PRE ENGINEERED WOOD TRUSS @ 24" O,C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - IRSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER _j riJ PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO w o = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 — APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER - METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD J LAYER 1/8" THICK. �w W —INSULATION PER �Ir CHART ON FLOOR PLAN rB-"'Y R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD, 90 HOOK (SEE DETAIL) 8"&%16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) v 4"x4" INSPECTION PORT AT (L EACH FILL CELL TYPICAL w - AT GARAGE CONTRACTOR 'n N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE =1NISH GRADE 00 `—STD. 90 *HOOK (3) # 5 REBAR ON 3" CHAIR "'�r (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTION ,1 REV.03.16.21 SCALE: 3/4"=1'-O" S6 SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL NO *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/(8) 10d x 1 1/2" ' NAILS TO STUD & (8)1Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S SPACER BLOCKS 'END SHEATHING TO IF BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. 'T' CORNER TYPICAL "T" AND CORNER DETAILS N SCALE: N.T.S. S6 [a 2ND 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS 0O SEE FRAMING WEEP SCREED 4 z '- PLAN ' . INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)1Odx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION rR PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1^" ^ 2"x BOT. PLATE (2)10d @ 6" OX PRE-ENGINEE FLOOR TRUSE, FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 2 1/4" TITEN SCREWS TO MANSONRY WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE JIS6 FOR ADDITIONAL INFORMATION. TR 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 i INSTALLED PER. MANUF. C SIMPSON HETA20 w/ (8)1 Odxl 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=V-0" �— B.U.C. (8)1Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE:1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION 2x BLOCKING HORIZONTALLY @ INTERVALS NOT EXCEEDING 10'4" (R302.11) SIMPSON SP1 W/ (10)10d NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE - . 4 4. :a ♦ SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN, TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH '�.. ./ ' W. ' T I jI ��I I r� CHAI WN3"MIN. 3„ 8, 1-8 8�r CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" �,SIB ADDITIONAL SLAB INFORMATION. B 15137' OSB All EXPOSUREI SHEATHING x PROVIDE x BLOCKING AS REQUIRED PER f SECTION X-X IF NOT FULL HEIGHT SHEET C F 2 G FLOOR SYST M /- (2)- 2x TOP PLATE d BEYOND I -5 15/37' OSB EXPOSUREI tj F SHEATHING FF x SOLID 2x 0 C C BLOCKING 42 ALL SHEATHING EDGES (SEE OPENING SECTION w aL) C x �w 91 x E W ax sruoS BEYOND. SEE PLAN o I L A y L2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM "S" = NAIL SPACING 400 41 S4" 7 ,�„ o a e SINGLE NAIL EDGE SPACING DOUBLE AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO wl (2)12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X T�� sFF w 2x CRIPPLES @ - 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) QXTFR\ F /0, S EDGE SPACING 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 Ye" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Z _ O NAIL AT BASE 2 ROWS @ 4" O.C. w! Sd COMMON NAIL 0OB NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL LL Z @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. ((n O STAGGER ALL VERTICAL JOINTS & NAIL 4" O.C. J o w/ 8d COMMON NAIL w LL d F O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER > ¢ S q w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. Q 0H J� r LL OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR (Q1 VERTICAL N w O o MEMBER IF GABLE END `r " NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 112" * DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". WALL SHEATHING INSTALL. C . S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR ;4i 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1 /2" EACH SIDE SEE PLAN FOR REQUIRED) CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 `* WWF OR FIBERMESH �4 . M-1II_II1=1I1_I -1I I -III -III 114. • ICI-IiiIIIIIIIIIII ♦:. 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 EA END EA END EA END EA END 1'4 1 2 1 2 (1) LSTA30 4'4 (2) 3 (2) (2) (1) LSTA30 9'-16' (3) 3 (2) (3) 1 (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. FINISH GRADE =1; 4 z °Q IIIIII � r $ (3) # 5 REBAR ON 3" CHAIR - 1 4" V-8" I W/3" MIN. CLEARANCE L ALTERNATE FOOTING ry @ WOOD 1ST FLR, SEE J/S6 FOR SCALE: 3/4"=V-0" S6 ADDITIONAL INFORMATION. ers CV C= tV ttL"+f N � 0 � s w o � CL O ci CL C fd V N —.cmK cu-a, N O N 3 °> •O/ u m d c o N O.� c E Cc o 0 X ILU r.�s^1'Jt4P�. \\� To the best of the Engineers knowledge, information and belief, the structural plans and specifications oontalned within these drawings comply with the 2020 Florida Building Code - Residendal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N M 5- C t �Mov 0 LL 4 JLLLL 3C LL a '' a I Z L 10 1 W ' M m W Co w Q J Cl) LL IL ZN OU 0 W o0 C9 �_ to Z N z N z TLU f0 M U a (D O W s N �V) En �Q ¢ o M M Z O Y Z Z i LL Z O o e yN nP a EE a 1 2• F� (O OO wv 00 Z IS, wR C',4Z C � c mO O65 z m J y. .2 <. RM �Z ^ � o � 7 o Wg=w wL J � N v 0. 3 O d 'M Ii O rn T M 0 L_ CM co _ N LO 113- v/ IL 0 O Y 0 m O IN M T � •� IM C° � z° M Z E ce) N m a E U Q p JOB NO : 23-00512 SCALE : AS NOTED SHEET NO. S6 (MONO) ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 13/4x11 J VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING JOIST STRINGER MUST MAKE FU CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN D D WALL GLUED TO 1 F 2x8 U11 2x SYP CUT TO FIT BEARS IN WALL �2x12 SYP BEARS IN WALL —2x6 SYP 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN" AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER j 77/ 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 `- 2x4 SYP BLOCKING /2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS \ NAI S) x 1 1/2" NAILS) / SECTION VIEW "A" SCALE: 1" = 1'-0" 2x8 STRINGER MUST MAKE SYP FULL CONTACT WITH LANDING It—rl—rt—rl�rr�ruuot • • Ile, � 1■II ::. . - - ' - III � - ' �i1 L-1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E SIMPSON A35 OR FLAT STRAP NAILED TO RISER AND LSC EACH THEN WRAPPED AROUND STUD - STRINGER PLAN VIEW 2x4 CUT ON BEVEL. DOES NOT BEAR IN SCALE: " = 1'4" WALL NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS C^M IMICt- AAIrN MI IAI IAICr%MRAATIr1AI 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEAR IN WALL — 2x6 SYP SECTION VIEW "B" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER �9 -2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C ROVIDE MOISTURE PROTECTION LIAACH ALL COMPONENTS STAIR TO CONC. W/i" X TAPCONS @ MAX. 32" O.C. ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ J" X \ NAILED TO STRINGER 2 J" TAPCONS @ MAX. 32" O.C. / / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH G■ SECTION VIEW \ SCALE: 1" = 1'-0" TOP OF STRINGER i iii Maui iir�ur is.a�.�-- G—i—= L.- 2x4 SYP BLOCKINU FOR STRAP /2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ AND NAILED TO FLOOR WITH GLU (14) 10d x 1 1/2" AT STRINGER CONTACT POINTS \ NAILS) SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = V-0" PLYWOOD -2x SYP CUT TO FIT BEARS IN WALL _----2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" •2x4 GLUED AND NAILED SECTION D-D 3/4 PLYWOOD ON DECK 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER FRAMING x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED--\ i NAILEC 2x4 PT NOTCHED INTO t STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS _ 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: }" = 1'-0" 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS SCALE: 1" = 1'-0" x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS X GLUED AND NAILED TO STRINGER —� FOR DRYWALL SPACING t /\ 7 SE SECTION VIEW "E" SCALE: 1" = 1'-0" CTION VIEW SCALE: " = 1'-0" -3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMI N( 2x4 DRAFT STOP 2x4 BLOCKI C ---� NOTE: 2x8 DRYWALL STOP NOT SHOWN r2x4 BLOCKING FOR 2x12 SIMPSON A35 -�- 2x4 PT UNDER 2x12 OR LSC EACH STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — FLOOR TRUSS OR CONN. TO BOTTOM GIRDER, FIELD VERIFY OF NEWEL POST (2) LAYER" EDGE GOLD OSB OR PLYWOOD OR 1 t"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = V-0" F SECTION VIEW SCALE: }" = 1'-0" PER CONTRACTOR F� PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" (WALL JOINT YWALL TO JER JOISTS) STUD NAILED AND IED TO TOP PLATE CUT INTO RIM BAND, )ED AND NAILED TO (RING WALL BELOW (WALL JOINT YWALL TO ✓ER JOISTS) NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES H 2X STRING R 2X B OCKING SIMPSON MTS 2 w/ (14) 10d x 1 1/2" NAILS D OR y( BLOC ING 3 RIS R VARIES-Lz� SECTION VIEW "H" SCALE: 1" = V-0" M 0 tV Ln C%8 c -o o W ^ u a `� c �v c., N ao C 6i- O. N in�cvs @ rdr C 4 .r ar x r= a ; � Rdd� = E eo 0 a ,yo�,ljllitti;i!!!✓J✓J✓✓ CV 6 ... O q-; nr < S O •�' L C`� ,w E S S l O10 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. rn E Q N d $ 0 n 8 NO12 A (Yi Qj C, 7} J Q C u- LL W LL u- J a 0= rn ii DC �� O LL Z C14 < ZN OU y W ❑❑ z� z o v N N (7 C2 •U O I/) C r— �M A- w 25 ago i� M = Zw —r Oo i a a a0 U n; � i ort _ CL ou � y C Y 00 1 z N m J g� >a a w �z W �S 3 � LL o �8 �w -Z cw��¢� �r 21 o I0 US c .52 O 3: > CO O B co 0 co Co M �. N o N J CL � U) m N H � O ILL nt -le .0m C � N 04 Q M ,-- E to M 0 z M = �— E M a U - q 0 a JOB NO: 23-00512 SCALE: AS NOTED SHEET NO. ST L 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER i/P1f��1:11'W_11111 2 x 8 45" DIAGONAL — BRACE(S) BUILT UP PLWD. BUCK SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER "RYWALL TO PRODUCT DOOR JAMB (REFER*4"t 1/2" DRYWALL TO PRODUCT APPROVAL FOR CONN. P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CON 1X 4 1x4 P.T. 3/16"0X 3" LONGFURRING ff FURRING 3-1/4" LONG X 3/16"0 FURRING TAPCONS / (2) ROWS 316 x 3-1/2TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. &8 FROM EACH END w/M.8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1/2t1 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL ix4 P.T. & 1x8 P.T. STAGGERED @ 12 O.C. 3/16" x 3 -1/2" TAPCON @ 16" O.C. & 4" FROM DOOR JAMB (REFER 1x4 P.T. DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN 1 4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT x TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 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 2x DETAIL 2 1/4" DETAIL STAGGERED @12"O.C. 3-1/4" DETAIL BUILDOUT 0 OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 1/4" MAX R SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK —� 2'-0" 8d NAILS AT 8" O.C. AT BUCK (4)10d NAILS INTO 2 x 8 BRACE/ BLKG. 7/16" OSB ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA (4)10d NAILS INTO 2 x 8 BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR-� 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS SECTION A -A 8° 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED �--2 x 8 45 DrAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS - AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B /4" MAX EMBEDMENT INTO K.) 2'-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K B-B SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT, W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. 1x4 FURRI PROPER INSTALLATION MAX. $ #5 RE& (TYP,) FILL SOLID BOTH CELLS STD. 90' HOOK (1 NOTCH WEB AT ±5^ FIRST 2 COURSI ,APACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2X6 T NAILS 2X6 TO 2X4 NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: SEALANT *PLACE LO WER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. * PRESS PANEL REINFORCING INTO PLACE. °...., '" 6 MIN. LAP SPLICE W/ C * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY, GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. SIMPSON H2.5A w/ (10) 8d NAILS 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —� IF TRUSSES USED) W/ (2) #6 X 4%' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY rL SCALE: 3/4" = V-0" SS #5 CONT. TOP & MID MASONRY WALL, SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 6'-0" \\UA GRADE e p s ° M p . ° (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY If 00, SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN THE :S UNACCEPTABLE INSTALLTION � DO NOT DO THISn #5 REBAR (TYP,) ' : `STD. 90° HOOK (TYP.) FILLED CELL INSTALLATION SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE -- ALUM FASCIA PER PLAN I I 1-3/4" TRIM PAINTED F CHANNEL, SS NAIL w/ 5/16" HEAD FASTENED PER DIA. @ 24" O.C. NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT CONT 2X4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE SF01 STRUCTURAL SOFFIT SCALE: 3/4 = 1 0 ( ) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" ?X °�FRyq * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. + CFNG7H (2)10d NAILS @ 8" O.C. + + TO TRUSS TOP CHORD + + + + PLYWOOD SHEATHING + + + BLOCKING AS + REQUIRED TO + + + SUPPORT SOFFIT 2X4 SYP .. . EACH TRUSS CONNECTOR SEE LINTEL7 SCHED. ENTER SO IT PRECAST LINTEL I , IJJJIJ' SEE ELEVATION ' FOR OVER HANG (MAX. 4'-0") SECTION Qa ROOF EXTENSION rM SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIE MSTAM STRAP SCALE: Sry - r -v CFF SHFFT n9 Amn O O w tL M U tY) @ FIRST COURSE H SS 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED .2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/41 1/2" SD S SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK IL--/ 'PL RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S FILL 1st4 COURSES SOLID W/GROUT a * FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN •., RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 1'-011 5'-0" N • ' ' [:::#5 BAR ► ° . ° CENTERED W/ p' e . • • ..' ti IN TOP o ► # ' KNOCKOUT / CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN I ' ;. ►• AND SECTION DETAILS - CLEAN FILL IS Z DIRT •, 16 STANDARD 90 HOOK �? i► iv #5 BAR IN FILLED CELL -L 6.•. , . , `. . fb . ` •, ` r' •. r.• ��.w• � ♦ram• � fir• `1.• STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT :ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"4" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY I EXISTING FOOTING RETROFIT FILLED CELL DETAIL 4" SAW CUT A SECTION SCALE: N.T.S. SCALE: N.T.S. 64 0 o ar Uj C W r_ C C 1 CV — m C LL 0- o N O �p ° 4 N Y a -j; ; a, d IN W a o y aC,!2 N G •a E o d U cft PLO ���ri•��'E S S I O N !/1lfltfItIit1%0\�� To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 E a Cn8 6FigS o �n � _- IS J olliii M Qom' iM LL LL W t3 _9LLLL a n C. = W C W 0 U 0 W W 2QjQ' m Z N Z d J IL N Z N O U O N v❑ W ❑ 0 N z M z N z 2. U' LL a/m C/� w Ln c d U � c Q Y � Q o �.J IL o E zo a oLL rN a� E h rB io o zo so zuo K ) �I C] W ww N �8 m� to yC Goa 0 Z " W Z ° W 9 LLNW !U NLL Ua O ME zld o �O 0 = 'M O rn m c� � M CO NCL g Ln Q N Li) �•.i 0 LL Y O r. m 04 O N Q a ci M CD M 0 Z W Z ;� .- E co a E p 4? U _j a p c JOB NO: 23-00512 SCALE : AS NOTED SHEET NO. SS I I I — — — — — — — — — — — — — — — —� CROSS BRACING DETAIL (TYP.) 1 SCALE: N.T.S. TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS NAILS AT EACH TRUSS INTERSECTION. CB---- DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� ------/— WOOD TRUSS —j A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE FOUNDATION PLAN 4" 1' A" EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE = z N — T PORCH SILL 15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX TRUSS I V 4 `W --W.. . I. W__ r r L V VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) • 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM 2X4 CONT. ATCONC. 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 4111 PORCH SLAB SEE FOUNDATION PLAN SEE PLAN FOR REQ'D STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP 2" n. w z� • d N w U z um (2) #5's CONT. T&B w —' 4 W/ #3 STIRRUPS AT N z 4'-0" WHEN DEPTH EXCEEDS 30" LOWER OR Sk GARAGE SLAB V-4" SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. SCALE: N.T.S. 3 WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION SEE —� PLAN EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ - - -. 11 4_ ., #3 STIRRUPS AT 4'-0" PORCH SLAB SEE WHEN DEPTH 7 FOUNDATION PLAN EXCEEDS 30" N z 1'4' ENTRY PORCH SILL r14 SCALE: N.T.S. 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 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 MAX 3 SOLID. SEE ELEV. 11FCOURSE FOR BASE SIZE rr (3) #5's EA. WAY - SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER AUSSES 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 O Q w J w w w- cn _ �r 811 FA Ak PORCH SLAB SEE J. SLAB FOUNDATION PL N A LEVEL 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 BLOCKFACE EXTEND SLAB 1 1/2" SEE CUT (2) #5's CONT. T&B w/ cv z CONTRACTOR TO INSTALL #3 STIRRUPS AT 4'-0" MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" 1'-4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATES MASONRY COLUMN ENTRY PORCH SILL �16 SCALE: N.T.S.77 SIMPSON LSTA18 w/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFI EXTERIOR SHEATHING ATTACHED PER SEE ROOF PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE FOR BEAM SIZE & SP1 w/ (10) 10d NAILS CONNECTION INFO. AT BASE SEE J/S6 FOR MORE INFO. >IMPSON HUC410 w/ (14) 6d INTO HEADER & (6) Od INTO BEAM - SEE 1OOF PLAN FOR MORE VFO SEE PLAN FOR CANT. SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO — REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE INDICATED ON BM. CONNECTION INFO ^r1—r1^K 1 f% OPTION A SCHEDULE/PLAN OPTION B COMMON BM TO POST ATTACHMENT " 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR - - SIMPSON MTS12 w/ - (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. ><: 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22"� SCALE: N.T.S. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A F_� A SEE PLAN FOR P OF TAM SEE PLAN FOR CANT. IF INDICATED CORNER �,—SEE FOUNDATION PLAN FOR MORE INFO 5" �X COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. 1 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 VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL �7 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" = 1'-0" Y2' CDX PLYWOOD OR Y16" O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. RUSS/ OP WAL SEE 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 @ TOP 2X4 #2 SYP P.T. PLATE W/ EPDXY ANCHOR OR J-BOLT OR Y2' TITEN HD 2, ANCHOR @ 24" O.C. W/ SEE PLAN MAX. MIN. 6" EMBEDMENT 24" STEPS -'—T- x A°-_ X a-_° a SEE PLAN FOR OPT. . . . STAIR INFO. IF '< CONCRETE STAIRS dMAIN HOUSE FORMED &POURED?' SLAB 'W/ (1) #5 EACH STEP FA d4'(2) #5's CONT. T&B w/ #3 STIRRUPS AT WHEN DEPTH d4'-0" EXCEEDS 30" d' a ° b ° "' Z GARAGE OR LOWER SLAB SEE PLAN V-4" _ SECTION GARAGE MONO 21 SCALE: N.T.S. e•� N O N U G CM �- d9 DC a w Q o«Q � ati u v7 A Cz `►. N d- 'd N 7G d Nam. aW 4Od�d a c E o a 0 ... Q �� �(612 tx � U �Ao (, W t 'r •..... ••' \ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W 'I a a A8 0C.00 0 ENO 0 iY W U. t+- a Z c1. �po�_ a W '51 4` °' 0 Nza� LL=Go N Z O U W ❑❑ C 00 Z a OLL' S ll W § i L- 0! o J 0 w 2 __j W_ o � z k 2 E m C1 9 4= s. o0 Qa Z E g ro �q° n.00 aZ W ra S 4 ❑ %N O 33 C113 d, W a:a IJ�� M d w q~q YIQ o�o F J; °O In = . CC O 6 Co Lr) M ^ NN0 Cr 0 LC) 4.1 o ^ m O N E M z m C � `. E (� Iu c Q.0 E :3 _j Q JOB NO: 23-00512 SCALE: AS NOTED SHEET NO. D1 (MONO) i I I --------------- (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED ON FLOOR SYSTEM TO MASONRY WALL BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING. IS INSTALLED). SEE Q/S4 FOR JAMB STUD REQ'D TYP­7 -11 SEE FOR 2 BLOCKING DETAILS FLOOR SYSTEM SEE PLAN EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE 2x STUDS--,, G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT N.T.S. SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR O SIMPSON SP2 w/ (12) 10d NAILS 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. (2) 2x HEADER SEE PLAN H LL'I 2 x 4 #2 SPF STUDS � AT 16" i .C. U. E I I/-TYP 6" SIMPSON LSTA24 w/(18) 10d NAILS T P. 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END A TOP PLATES LENGTH ON STUDS W/ 11 10d NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS G OE 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. BASE PLATE PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 EWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP 7(2)1- 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS g O INTERIOR HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 2x HEADER EXTERIOR HEADERS SEE PLAN (1) 2x SILL PLATE W/ (2) 12d TOENAILS. F F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE BASE PLATE o.° o W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE rj FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK FLOOR DECK W/ 10d NAILS @ 8"o.c. `. FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM r9� SCALE: N.T.S. GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL AQ BELOW AND ALT. BLOCKING INFO O 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT SURFACE 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR ( ZB 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 ' 8d NAILS @ 3" O.C. JOIST SEE PLAN WALL SHEATHING f 'r (2) 12d TOE NAILS TOP TO RIM BOARD %fir & BOTT. CHORD l 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 MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS 2) 12dTOENAILS. 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) q TIE BEAM 10d NAILS & (4) 1/4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS (2)- 12d TOENAILS 2x4 TO TRUSS TOP a HEADER CONN. @ 2nd FLOOR 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 OR 2 PLY GIRDER FRUSS. SEE PLAN FOR 30NNECTION. SEE PLAN FOR CONN. 2) - 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 COL. SIZE I I I I NAILING AREA (TYP.) I (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER II (BLOCK SOLID) SEE PLAN FOR I I COL. SIZE I I _ SIMPSON HTT4 w/ (18) .. 16d NAILS & 5/8" ANCHOR BOLT w/ ,._ MIN. 6" EMBEDMENT .p SEE FOUNDATION PLAN FOR FTG. REQ. s 2 STORY COL. @ GIRDER SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE 2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, .' A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1/4"x2 1/4" TAPCONS r; ; FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] r10 SYSTEM 42 SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 27 QWS10d@ 3 0/ A kr� N � F482x4T PROVIDE 2x4 ON —J TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS - PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END —MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS FLOOR DECK @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON LSTA30 FROM WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW, SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION —� SEE INFO BELOW ON CONNECTION OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUT! DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS 'T 6" O.C.TYP T&B (2) 2 x #2 1 SYP U.N.O. 2xCONT. T&B BOX HEADER (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 (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT TOP AND SIMPSON SP1 w/ (10) 10d _ - -- NAILS AT BASE *PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS 2x CRIPPLES TO SITUATION. CONNECT G.T. TO MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) U 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. TOP SPLICE ALT. HEADER ANCHOR • SCALE: N.T.S. JLDOUBLE 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @3"O.C. 11 -P e. c cv Ln N c e o Q � 'Ci A >w Lro —Zmx �zo� •y A m O ff �Et= co ®m a d tea 11 llllllrrr �1.�.�r,11tf Zz F 11l11111\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. E I- � � 0 $� LL 2 u o_ Z a, g W = (0 04 rn °' i w M z d 0- ILW OU � y .! W ❑❑ cD M NNp Cl) Q a - f4 z ate-+ U, ,O N c' U w • s�o o n w L s 2 L E E �o Q n. p U �z f— nS z� Wx 0o Z coo ro a� ag Ott wz • � r Wm C % Y01 0 r K Zz zC J 3 < p Z a§w 3 of W m �LL r 0O � >M O 0 � M CO M N o N .-. U) m U) O rL UO cc N o T L() a N �- E CM z E r_ U s a :2o JOB NO: 23-00512 SCALE : AS NOTED SHEET NO. D 2 Cr LLJ 0 N N N 3 Q N N E E v E CL a� LZ N N N S FL M 0 N S N 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 a weather -resistant exterior wall envelope. The exterior wall envelope shall P g P P BARRIER TAPE / EXTERIOR WOOD FRAME CONSTR. (0.6 cm: 30.5 Cm) include flashing as described in Section R703.4. \���1111II SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. SHEATHING "° •"' BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND = (ASSEMBLED 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 z NAIL BRAND OR EQUAL WEATHER 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 m.- �- WEATHER PROOF CAULKING O SELF FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. -ADHERED RESISITIVE s 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 SELF -ADHERED FLASHING , , _ horizontal) 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 Y, PP Y Pp Y 1 PP 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 & temporarily secure weather resistive barrier above header to allow for 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 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 flashing and seal with tape 2 2 O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW 1 SELF-ADHERED FLASHING 1 SELF -ADHERED FLASHING 1 Where barrier is has EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Exception: the water -resistive that applied over wood -based sheathing 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 AV 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB a HEAD NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be 3/6" CEMENT PLASTER THRESHOLD OF 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 12 MIL DRYLOK CMU - MASONRY BLOCK UP JAMB 6". USE LIQUID NAIL BRAND FLANGED VNNDOW 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. P ry P g g P WINDOW LETTER ON CHEMICAL t 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 ° ° o SELF -ADHERED FLASHING, _ ��• (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and ., 4) SEALANT JOINT WINDOW BUCK TO e EXTEND A MINIMUM e" RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) contraction, ASTMC 1281, AAMA 812, or other approved standard as allro riate for the type of sealant. Fluid -applied membranes used as OUTSIDE EDGE OF MASONRY WINDOW BUCK o VERTICALLY BOTTOM OF FROM 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 ° WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK ° SECTION -A (SEE DETAIL WP02) AND EXTEND TO WINDOW FRAME ° ° 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall MASONRY ATTACHED PER CODE 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 accordance with one or more of the 6) TOOLED SEALANT 'x REQUIREMENTS ° BEAD BRIDGING 2 following: CLADDING AND WINDOW FRAME SELF -ADHERED FLASHING 5 1.1 The fenestration manufacturer's installation and flashing Instructions or forapplications 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. Where flashing instructions or details AROUND, INCLUDING SILL. •� G SEAL TOPS OF JOISTS 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 DO NOT FLASH OVER DECKING BOTTOM NAILING Q [7 UNDER (SEE DETAIL WP07) 2 7 subsequent drainage. Openings usin an flashing shall incorporate flashing or protection at the head and sides. 4 9g 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 06 05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING SELF -ADHERED FLASHING 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 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 Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL APAPPROVED PROVVEDHOUSETWRAP 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 3 ° 7/8° Cement Plaster 'v'SEALANT SOCKET WITH JOIST °4 TOOLED APPROVED SEALANT SINGLE wDOD BEAM = ° Foundation Wall ° in accordance with 7/8" Cement Plaster JOIST BELOW 1 SELF -ADHERED FLASHING , ASTMC926 in accordance with - 04 op SELF -ADHERED FLASHING ° ° a ASTMC926 2 °° ° Felt backed metal lathe in accordance Felt backed metal -- SELF -ADHERED SELF -ADHERED 3" MIN 4 with ASTMC1063 lathe in accordance FLASHING FLASHING Q 5 �/ Building Paper with ASTMC1063 Building Paper 7/16" O.S.B. sheathing O.S.B. SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING , SELF -ADHERED FLASHING , . • FOUNDATION WEEP SCREED , �'� Metal r . , sheathing sheathing , EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER Y Flashing Weep Screed SELF -ADHERED FLASHING 2x FRAMEWALL Instlled As Per Manufac . Specs. PRODUCTSDETAILS - I STRIP OF SAF LEGEND SELF ADHERED FLASHING (SAF) ti o Maintain Stampede or similar Bottom of cauk bottom TILE FINISH DRAINAGE PLANE WRB WEATHER RESISTANT I- DRAINAGE PLANE (DP) Weep Screed joint only WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER- - BOND BREAK WRB SELF FURRING (SF) LATH^. 1 1/2" to 2" Above Roof Weep Screed PER THE FBC RESIDENTIAL 7TH EDITION (2020) I PLASTER ACCESSORY P Sheathing Installed As er SF LATH SHEATHING,'OSB', PLYWOOD, DENSGILASS Manufact. Specs. 1'4' PER PLAN K. Detail Instructions „ 1-0 PER PLAN z � I WRAP DP WRB ONTO I THE VERTICAL „ 1/2 Cementitious Refer to the number marked as in each detail that corresponds to the SURFACE TO TOP OF Cement Plaster Decorative Finish numbered items in the list o Instructions below: - _40 FLANGE AS AN AIR in accordance BARRIER with ASTMC926 o,oAll inside and 1. Install self -adhered flashing in order as shown by numbers 8SLOPE _ " CMU - 3-1/2" INCH FLANGE I .o,o over wood 2nd ,0'• , floor •• outside corner will • �•o,o to be 2. Install flashing and weather resistive barrier to form water shedding need miter laps 4" OR 8" CMU I cut and caulked all 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) ° __ Z z �,� '� ��%� STRUCTURAL FRAMING '�•'o,o •�,o'` butt joints need to 4. Split the release paper using the ripcord (Split release on demand, P P P g P ( P FILL WITH GROUT a 1 g a_ a - I, I :,v SHEATHING ,•o• becaulked using 4 Stampede or sim. embedded in the adhesive layer) - for ease of installation and to --- ° Dc .,, STRUCTURAL - THIS GAP IS A RESULT OF PLASTER STOP caulk for all minimize scoring cuts ° ° LU Lu NATURAL SHRINKAGE. STRIP OF SAF 5. Remove all release paper per standard installation instructions and _ ° -- _ 4 e _ ((0 CONTINUOUS BACKER DO NOT SEAL. - - DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" x 6" �Wj ROD &SEALANT DRIP SCREED PLASTIC Minimum) SLOPED MUD BED ° = c ACCESSORY I BOND BREAK WRB 6. Fold as shown by arrows 7. An le of corner ma va adjust foldin of the flashin accordin I to 9 Y vary, , g g accordingly 8 - ° ° - ° ~ w U) �_tSFLATH _ VINYL SHOWER PAN fit tight to corner ° \ - j Note: 8. Mechanically fasten as necessary - - _ - - � - _ -� � � The building paper and metal lath must be SLOPE e ° - ° _ _-_- Cement installed over the top of the weep screed. ^ LJ - - - PLASTER STOP A Plaster 4 US BACKER ROD over block v a Q 0 & SNETAILNAUN 1 st floor d CEMENTITIOUS FINISH WEEP SCREED DETAIL SHOWER SEAT SOFFIT/CANTILEVER SCALE: NOT TO SCALE p� !V tti N .o M.W 0 s 0 C7 dh :7 A CV an m ac C W d. N to Co N L Q N .a N Y _: 3 W a= CD as •d E�4 is 3 3 ` c, a, a N d � s �o 0. v O N 0 CV !V 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineedng portions of the drawing pages bearing Engineer's signature and seal. - 4 E 8 $ p�° �p to N +� J Q 0 M� CM W LL LL W o J W roNm 0 W CAS°'°' W Z m `n M Z d Z d• N O U 00 W ❑ ❑ Z N �o 7 OD ID Z� Q cl- �U LL (U LU w Q U O,,,s L40 rti - w C) U _ • 0 �w z _J o s E a� rvU �O o Z o rara � rr do o o� nz ai H ro j p S C yO wo i� Z [JO Jy > 8 � of ¢ O W � w� z yWW� _i 0 M W Q 10 _ 0 �O = >M CC O d' 0 co Co LO _ N a LO CN Q � S a. - m c� O LO m O ^C L O d M N r E 6 l0 0 N T- a U � Q p � JOB NO: 23-00512 SCALE : AS NOTED SHEET NO. WP1 HURR/CANE Mounting Brackots f10 Gauge) 4-V2"x 4112" x 2-12" TT Sack Cross Support (May be cut to W) See Anchor Schedule Right Bracket (16 Gauge) Bolts 112'r Dia A325 Galy. if (Typ,) o � M14 Self -Drilling Strews 1 a3isry • A/C Ufdl WtunlEdyr • Hurricane Strap (Typical: 3 in front) Washes Front Cross Support Self-locking Nuts (Miry be cut to W) Left Bracket 06 Gauge) p 14 Self -Drill Ing Screws Thru Brackets E Back Cross Support Into A/C Unit Bottom Side (Typical: 3 each side for hurricane use) *vdi, us&LALnu s unui rtulnnl arc pr.ry weal rust v-1i Hutns:ese Au atue (at(dir �adl Swel Dsnttisa av"r sip on morsat Florida Department of Business & Professional Regulation Bulking Codes and Standards Product Approval Application Detail Pape 1 d 1 I7JI0=1 .'tSJGZ� - u�,'�..•.. .�n'.�, n'�M��.. ', w�>a 1,...�, � ,. :. f'4Wp~. -1. n• + a .. d 1air.�...•Fj�"$ePi"F. _. ^� .,,p. sdmt Knew a gate Psis mM.rnwm ➢o Urge Y&Wgo Bandiflasut!r C&Imt LOdmx.�lNara! YA9Mlsl�b Y&MW1 Subtri iod Fee Approval An -and to& Amnndbn 2020 Small Vent Producis Inc Mehsel Graham H_.F Ndan P.E. Looks III P.E. 12MW20 IVI0020 121262020 Approved Category: 8driaural Conponems (977)441.03U PE•73775 (334)3001800 rod cue hlm&cod At a pawn of "Caleaory: Prod" Imod a sedwntcom rJw Tedmology Compliance Mrhdd E.euatim Repot tom a Flacle Registered A rchOeot are Ucrhasd Florida :1dw Rdcalona Engineer Dia! Product O-iMn tyaillyPsatei AgglIMLLW-ills, Approved for UM IO.t1vJi mBatlaHlltti mwm a&tla&ol 219D prassams 1 9ronvaM Modal11140510 Dual Function Flood end Vannation Vam 12(312028 Yes Y. N/A .1006100 2 9mrIVol Model a1540511 Duel Function Flood and Wntsa6on Verd 12rl12023 Y. yea N/A •roof 100 3 6nariVeln mode l#1540520 Insulated Flood Vent 121311202J Yes Yes NIA •100F100 4 Smenvarr Mode: 41541}521 muii of Flood Vol 12/31/2023 Y. Yea NA ♦10DA100 5 Smedvant Model 01540a24 ld6qud: Garage Door Flood Vent 12/312023 Ya Ya NIA WA 6 SorVam Mood 91540-570 Wood WYI In PJIated Flood YAW 12J312023 Yes Yes NrA .10DPIDO 7 SmerlVent Model 01844874 14.6Lqud'. G.nge Dos FkWVenl 1.1.023 Y. Ye, NIA NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application 00011 Fees 1 ri 1n41io21 �g ,�C .q , a. � ,fir^ .eh r b.-� . L .'#` egg, uTy1+• A -9'7`r bruin :�� w 4CC'Y"o --fir,. '�y "„ d. 4xM:t same E dt& W go met DK*PWXIW Bet Argo rivaa MamdwtM wwm Er-weraunrw YawaWAL Y&WA§9 aw m= claam va end DMtn Revision 2020 Drexel Metals. Inc. Jason Shumate Zachary R. Pdeat Locke Savden P.E. GIVIGM20 o6Ag1202o 08202020 IM 2020 Approved Coom: Feeling 1do21303.1511 PE-74021 (334)300.1600 aus0 to ory: Meta Rousing )ahumatalgorex-ceom Centeno Method Evaluation Report from a Flerkta Registered pp ered Architect or a Lised Donnie Prde.z., an'..' FunmMesPW,&,ma 0(Wt.Alu3m AporaNdfor Use ACKRntdL1Ltiit Imeast @fill Dora! Pntlgdmtsdisdon Ssl•lamDlblall4amH InH1(tli out" Ill DMIWad I'usaun 1 Drexel MMN Ro.Mg systems DMC 100NS, DMC 15038, DMC 1758, CIVIC 2003, 12/312025 Ye,. No NIA «fill-1 ao DMC 5V Florida Department ofBusinii &ProfessonalRegulation Building Codes and Standards Product Approval Application Detail p.ga2of4 1252022 yypp(a�t �ppyi77'�m?'rTu r j• yy'�y3.� - 4, e 1µ r W., °eh.-gyJY. �J a 1 u I ry����r�1 I(, •) ;yv (��,,.;n�'f �c.,j1, +4N�'SaD6tt t!rMlgl�.. , ,t'.hK, .: .."uy..,L.v"r'ry9�'GYa'tfrv�4 M:��y,p9�w � •"')?, ... 3.l ., LC1t�>h�1W?Pk=Y1.Aih '�ni:4lY{�'Y.i"4�t, .. iF.J!Tr6�'; ..�,. . h .... 45NuYG1M;raA.'liNN'; ,�w/'L��f._�LS..:.i LIM VV91111" r4rdoci )whgIMef a License Val(dKed By Validated u I FBC�Aoon�Hl AOof�oVW Am a Revision 2020 Therme-TN Corporation Soave Joepormn Lyndon F. Schmidt, P.E. Ryan J King.E 04/1S/2021 12rS12020 041272021 OS/OB12021 Approved Category Exterior Doom (800) $43.7626 PE-434M (919) 797-8 Subcategory: Swinging Exterior Door Assembles slosperson®tir-bu.co complteaas Mothod: Evaluation Report from a in Fiords, Reigstered Atchriect or a Uceneed Florida Professional Engineer FL$0044B4t6 Phedachl rig Product Medal. Numea sir NameBMIMIGINW= �' cc Approvi d far Use Agerovad far UN In HyHZ IMDM Des(gn 1 a Therms-Tru Fller•Clesala and Smooth -Stir Nominal S&M3P8 &quotlmpectaquot Opaque 12/312022 No Yn Yes WA Composite Edge Fibagiws S Q1. Door (Inawnwoutewehg; X con,"Ourebon) 2 b. ThemmaTru Fiber-CAaoYc and Smooth -Star Nominal 011,11 8 aquotiff"CULquot Opaque 121312D22 No Yes Vas WA Composite Edge FlIberglass Single Door whin Side te(s) (InaW rglOu%w rg; )10, OX or OXO configurations) 3 c. Therma-Tru Fiber•Classic and Smooth -Star Nominal SlUll aquotlmpact&quot Opaque 121311= NO Vee Yes WA Composite Edge Fiberglass Double Door wth or wthout Sdelrza ntanvirglOubwing: xXor OXXO configun8one) 4 d. Thermo Tru Fiber -Classic and Smooth -Star Nominal B&M39;0 &quot;lrrpact&quot Opaque 121312022 No Yes Yee WA Composite Edge Fbwglaos Single Door (InswngrOutewdg; X configuration) 5 a. Trarrr Tru Fiber -Classic and Smowh•Star Nominal OSA39;0 &quad mpact&quot; Opaque 12/312022 NO Yon Yes NIA Composite Edge Fiberglass Shgle Door with Siddlm(s) (Insving/Oulawng_ XO; OXa OXO configurations) 6 fTherrna-Tru Flbew-Clanio and Smooth -Star Nominal 8&MW08quotlmpact8quot Opaque 12131/2022 No Yes Yet, WA Composite Ernie Fiberglas Double Door with or vAmout Sdol¢as (InaYxnglOuteWing; XX or OXXO configurations) 7 Q. ThemsTm Fiber-CMSYG and Smooth -Star Nominal 8&M3B;8 &qu stIr pactSgtWot Glazed 121312022 No Yes Yes WA Composite Edge Fibergives Sngle Door (Inomng/Ouhwvg. X figuration) 8 h ThemwTru Fiber -Classic and Smooth->br Nominsi S&M3@e &quotlmpad&quet; Glazed 12131r2022 No vat Yea NIA Composite EWe Fiberglass Single Door with Sidelse(3) (Insingl0ubwng; XO. OX or OXO configuretionel 9 i. Therma-Tru Fiber -Classed; And Smooth -Star Nominal G&II 96 &quotlrrpadaquot Glazed 12131/2022 No Yes Yes WA Composite Edge Fiberglass Double Door Wth or without Sidelftes nlmMrg/Otaswing. XXor OXXO contquratons) 10 ), Thera-Tru Fiber-Clasak and Smooth -Star Nominal 86030,08quotlmpact8gwt Glazed 12012022 N0 Yn Yes WA Composite Edge Fiberglass Single Door (Inswnipouhwtp; X oomlguntah) 11 W. Therma-Tru Flber-Gamic and Smooth-Suir Nominal 8&836,08quotImpact&quot Glazed 12t3l/= No Yes Yes WA Composite Edge Fiberglass Stele Door WIN &date(,) (IntsronelOutswrg; XO, GXor OXO 990n�,1) 12 I. Therma-Tru Fiber -Chased and Smooth -Stir Nominali&quota nmMhad4udk Glazed 121312022 No Yes Ves N/A Composite Edge Rborglass Double Door Wth or without Sidolites Onswing/Outowing: XXa OXXO configurations) 13 m Therma-Tr i FlberLlessd Aid Smooth -Star Nominal 611,139:8 tquotlnpactaquot Glazed Molded 121312022 No Yes Yet NIA Open Composite Edge Flberglaes Single Door 0 nswrglouhwng; X configuration) id n Them,&Tni Fiber -Classic and SngUh-Star Nomina16lui l quoturpact8quot, Glazed Molded 1213V2022 No Yes Yes NIA Open Composite Edge Fiberglass Single Dow with Glazed Molded Open 81delita(e) (Inswtrg/Outowng, XO, OX a OXO cordigur b.n.) 15 o. ThemTru Fiber -Classic and Smooth -Star Nominal 8JUDWA &quota rcpact&quot Glazed Molded 12(312022 NO Yn Yes WA Open Composite Edge Fiberglass Double Door Wth or without G lewd Molded Open Sdelites (Nomminal �RI OXXO larhfi 16 p Theral-Tru Fiber -Clam, and Smooth -Star WA Opaquls) Sq IrhMctBgwt Opaque 121311= No Yes yes WA Composite Edge F1 berglees Single Door with Molded Open Sidelite(s) OnrmnglOutavang: XO, OX or OXO configurations) 17 q. Thenrn-Tru Flber-ClaaWo and Smooth-Ster Nominal fi ,111 &quoLInwct&quxst; Opaque 12/312022 No Year Yes WA Composit Edge Fiberglass Double Door Wth or Without Glued Model Open SkleiRet (Inawng/Outpwkg: XX cr OXXO omnligur itons) Flonds Department of Business & Professional Regulation Pagel d1 Building Codes and Standards 115=1 Product Approval Application Detail fah, W �`�'��hAtiuuk�f>Lin'r^:+•�,£S)1"`�i�aifik�A:�'�Fy�.tr�o1ic,ail,s•�^.Y.C��.='r,M1��'�„I``:ce'ar . .:: ?'4�..w. JtA��i?R. Sags F&pee colt Mt1t cots GlaOag aid& jyg version Manufacturer carted DIWItM.a.Llclou ValdYW 8, Submitted Pee AmrovY Apani lteBa Revisldn 2020 PGTlnduWits Jan. Rox-oil Meml-Dade BCCO-CER Mkn*Dsde SCCO- VAL 11/1e202o 1orlw=20 1124r2020 ypprowd Category: Extrlr Door. (941) 48114 00 (71e) 315.2590 6urCal.g-r. Slldng Exterior Door Air-ribles )r-killipe0ndu00..c Complienc i seemed: CMllca90 Man r Luang om ►LO M4tn PWadidt gym AlM(rms, Amreved re, uss Amrewd Ir us. ( gaypg D1gD Ada> 1 YMxa. Iaanarr Wm. i InHvHz >71aMd, KVHZ Deadrtl em m 9 SOD•I670 (Ups MtNlb Imp.at) Vinyl 91dng Lsees Door 04N42o21 Ye, Y., Y. WA August 10, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the infiormation and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description roval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS 10461.1 A. SWINGING Therm aTru Fiber -Classic and Smooth -Star (NON -IMPACT) 2 +67.0/-67.0 psf 12/31/2022 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 Pella Corporation F L2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 16X7) FL8248.10 +30.0/-33.5 psf 12131/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 N/A 7/3012025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6/22/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psi 2/16/2024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 N/A 5/25/2031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/1512024 Pella Corporation 10 Series Flange Fixed FL16280 N/A 5/2512031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 N/A 5/2612026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cem lank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit F[15272.1 - 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. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko for Shingle Roof) 151b Felt Underla went FL12328 N/A 6/29/2023 PI lass USA, Inc. (for Tile Roof) POLYSTICK TU MAX FL5259 N/A 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products ern t Storm P ne s zed eel Gal i S S Panels FL15076.1 - FL15076.2 NIA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 li 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 MITek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5125(2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Appileadon Detall Page 1 d 3 lr2amn gM rarity Or go 291 peat PNldtna LM Lmg version Manutecturer coat Bmleeer&License validated By yg(dAw SYhmlted FBCApprove) Approved AMA Revision 2020 Themns-Tru Corporebeh Steve Jaspenon Lyndon F. Schmidt, P.E Ryan J. King, P.E. 07r2312020 07N22020 0712WM20 1LY13.r2020 Approved CKWry. Exterior Doors (Soo) 843.7828 PE-43409 (813) 787.85% SuriCatpory. SWnging Extavwv Door Assembles sJIM11" rothemptru.co Compliance Meelod: Evaluation Report from a In Florida Registered Arddecl be a Licensed Flord. FLMM4704ta Pror"Aldnal Engir- Products a 8 I'Milwat Medial Number or Name Preduct ommoton gNAW&AWWZ= Contradt Expiration Aoarawad ter Uae Approved Dsa. In MVItZ Outside far ulss, Hyle AGUM ROD Ifs 201= Preasun 1 A. Therms-Tru Fiber -Classic and Smoom-8tar Nominal S&S398 Squat Impact&quot Opaque 1213112022 Yes Yea Yea WA Composite Edge Fiberglass Single Door (Ins rVOWWWlng; )(configuration) 2 b. Thrums-Tru Fiber-Claeeie and Smooth -SW Nominal 8&M3C8 Squotlmpaa&qua; Opaque 12/31/2022 Yes Yes Yee WA Composite Edge Fiberglass Single Door Wth Sideltt(t) (Ins•AinglOubWing: XO, OX or OXO configurations) 9 c. Thanes-Tru Fbar-Cloa le and Smooth -Star Nominal "011*6 aquctlmpaoAqua; Opaque 12131 r2022 Yes Yes Yes WA Composite Edge Fiberglass Double Door With or without Sleeltes (InMirlg/Outewilg; XX or OXXO configurations) 4 d. Thame•Tru Fba•Classic and Smboth•Ster NominaI 88;Si 8qua;Impact&quot, Opaque lmir022 Y04 Yes Yea WA Composite Edge Fiberglass Single Door OnsWllg/Outawng; X cordiguntion) 5 A. Therrrn-Tru Fb--Cloreicend Smooth -Star Nominal 88,N3QD 8grct;lmpad&quot Opaque, 12131 r= Yea Yea Yes WA Composts Edge Fiberglass Single Door with Sidel'te(s) Orrowing/Ouaawing; XO, OX or OXO configurall S I. Therma-TN Flber•ClaaYc and Smooth -Star Nominal 88M9g,0 aquoOmpact&quak Opaque 1213112022 Yes Yee Yea WA Campoelte Edge FlbarglaM Double Door vrth or without Skldilee (Inawingl0utaw g: XX or G)XG configurations) 7 g. Therms-Tru Fiber-Classle and Smooth -Star N0minl8&93D;S8AU00mPad&qu(t Glazed IV311=22 Yes Yea Yes WA Composite Edge Fiberglass Single Door OnswnglOunwing; X configuration) 8 h. Therma•Tru Fiber•Cle4sic and Smooth -Star Nominal tl&M30,88qua;lmpact&qua; Glazed 12131/2022 Yes Yes Yee WA Compot*te Edge Fiberglass Single Door vdth SldoRe(s) (Irawing/Outawing; XO, OX or OXO configuration") 9 i. Therm*-Tru Fiber-Cessao and Smooth-Slor Nominal 88M'„D: 8 &quot:lmpaot&qua; Glazed 12131/2022 Yes Yes Yes WA Compoeke Edge Fiberglass Double Door With or without Sdemas (Ineorgloutevanp; XX or OXXO configurations) 10 1. Therms-Tru Flba•Cosdc and Smooth -Star Nominal S&ili0 &quOt lmpaa&quot, Glazed 12Mi r= Yes Yes Yee WA Composite Edge Fiberglass Single Door (In4wnglOutawing; X comiguration) 11 k Thana•TN Ft1arZoosic and Smooth -Star Nominal Smili aquot: Impert&qua; Glazed 12J311i022 Yes Yee Yes WA Compoatte Edge, Fiberglass Single Door with SidNta(s) (IrlsvrnW0utswng. XO, OX or OXO configura6one) 12 L ThemwTru Fibs-Cleesic and Smooth -Star Nononal 8&4139, 0 &quot lmpacti quot Glazed 121311= Yes Yes Yes WA Compoele Edge Fiberglass Double Door with or vMhout Sloelitee ( resong/Outuwing; XX or =0 configurations) 13 m Themna•Tru Floor -Classic and SmoothSUr Nominal e&a366 aquotlmpact&quot Opaque 1 Zr3112022 Yes Ye* Yes WA CompoYn Edge Fiberglass Single Door with 8qua;Non-Impaatilquot SII:104) (Inmr,% Oulswirg; XO, OX or OXO configurations) 14 n.Therms-Tru Flbr-Classle and Smooth-Ster Nomins 1611e3R; 8 aquahlmpaa&quo; Opaque 12/31/2022 Yes Yes Yes WA Composts Edge Fiberglass Double Door loth &quotNorvI padaquol: Sidelitea(ImAMnWOutswirg; OXXO conNuratbn) 15 0. TIletma-Tru Fiber-Cloosic and Smooth -Star Nominal664130,,08quct:lmpact&quot Opoquo 12/31/2022 Yee Yes Yes WA Composite Edge Fiberglass Single Door with &qua;Non,impactaquot S lollte(s) (InownglOutewrg; XO, OX or OXOconfgurations) 1 e p. Tmerms•TIU Fl tier -Classic end Smooth -Star Nominal S&Al &qu0t:lmpgd&qua; Opaque 12/312022 Ys* Yes Yea WA Compalte Edge Fiberglass Double Doan with Squol:Nlon•Impact&quot Sdsllbes (InamiglOutsW rig; OXXO configuration) 17 q.Therm.•Tru F tw.Classic and Smooth-etr Nominal S8MW,11&quctNon-Imped&qua; Opaque 12131/2022 Yes Yes No WA Composite Edge Fiberglass, Single Door (InswngfOutawne; X configuration) 18 r. Thermo-Tru Fiba•Classk and Smooth -Star Nominal 6&M39B Squot Non•Impett8quot, Opaque 1213112022 Yes Yea No WA Composite Edge Fiberglass Single Door with Sldelte(s) (Inswing/Outewng; XO, OX or OXO cenfigur000ne) 19 a Therma-Tru Fbsr-Classic and Smooth•Ster Nominal Uri ;8 &quotrion-ImpactAquot Opaque 120 r= Yes Yes No WA Compoahe Edge Fiberglass Double Door With or Without Business (Inawtngk0uhAvi g; XX or OXXO configurations) 20 L Themla-Tru Fiber -Classic and Smooth3tar Nominal 86A30.08quMnlon-1 mpect8duct Opaque 12131I2022 Yes Yea No WA Composite Edge Fiberglass Single Door (Ir"ig/Outawing; X configuration) 21 U.Therms-Tru Fibsr-Classic and Smooth -Star Nominal S&M3,08gLoLNon-Impad&ginX Opaque 1261121= Yes Yes No WA Composite Edge Fiberglass Single Door with Sideno(s) OmwlnWOutsw rig; XO, OX or OXO confiouratlont) 22 v. Them"-Tru Fiber -Clams and Smooth -Stir Nominal SSM39;0&quotNcn Irm-18,quot Opaque 121312= Yes Yes No NIA Composta Edge Fberglass Double Door Wen or without Sdefins Onametr youtawing: XX a OXXO Configurations) 23 W Thermo-Tru Fiber -Classic and Smooth -Star Nominal U001,8 &quot,Non-ImpadSquol; Glazed 12l31/2022 Yes Yes No WA Composite Edge Rberglous Stele Door (Int.Wng10utawng; X configuration) 24 X Theme-Tru Fibor-Claasb and Smooth -Star Nominal 6&039'.8 &quokNor, I..paid Squot Gaited 1213112022 Yes Yes No NIA Composite Edge Fiberglass Single Door with SidNta(S) (InoW ngtOk laving; XO, OX ar OXO configurations) 25 y. Tharme-Tru Flber-Claaelc And Smooff Sftr Nominal 5116111&qua;Nl0 1mpnd8quot; Glazed 12r3V2022 Yea Yes No WA Composite Edge Fiberglass Double Door Wthor wthoUt Sdelitn (Inewing/Outerxng; XX or OXXO configurations) 26 z. Themla•Tru Fiber -Classic and Smobm-Ster Nominal 88,111 ilquothlon- Impad&quot Glazed 12131=2 Yea Yes No WA Composite Edge Fiberglass Single Door OnsMncloud wing, X eonfigumison) 27 ze. Thama Tru FiWwClassic and Smooth -Star Nominal 6&#W;O&quotN or, ImpaclAquok Glazed 12131r2022 Yes Yes No WA Comport. Edge Fi barglaes Bevil. Door with adstae(s) (InswmplDutawng; XO, OX or OXO configurations) 28 dt. Thefine-Tru Flier -Classic and Smash -St., Nominal 58,011 &quot.Non-Irrpact&quot Glued 12131/2022 Yes Yes No WA Composite Edge Flbaglass Double Door Win or Ywthout Seelites OnawnglOutawing; X(or OXXO coldgtuations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page 1 are 1812021 G991 angry a. colt Mats Iiont ForldgE alit 11M Ymmm Lim F" EnanardlLherne Y Ye,"Ile D1an= FlICAmmval AUMVM ALM& R-,i- 2020 MI Wndow a and DOWD Brent8hlneer Lulls Robert Lanes Steven M. Unch. PE 1om02020 i0MOUD20 10J192020 lVlOM20 Approved Catogryl Exterior Dore Ion 7)365.3300 P662514 f717)317-6454 subcategory Slldng Exterfdr Door Assemblies bslang.1Q.Wd.am Compliance Method Ev.uetion Report tom a Florid. RogIshred Architect or. Licensed Florida Prole..m.1 engh.r rya& hrYlN Aawrame Aa.r.vadrr Uss Assayed for Use Imam podw eta!Number or Name ErodaLMtsadni contra lMt.mtt InHVKZ oWatM.KM afWtat pnfaurt i 9ERIE3 420 ALUMINUM SGD SERIES 420 ALUMINUM SOD OXO 121J12021 No Yes No N/A 145.3Naquol;0 aqua; NON•REINFORCED 2 SERIES 420ALUMWUM I.YA SERIES 420 ALUMINUM SGD OX XO. XX 12012024 No Yes No NIA aasquaP.SGJQ tit. NON -REINFORCED 3 SERIES 420ALUPMNUM SGD REINFORCED SERIES 420 ALUMINUM SGO REINFORCED OKO lZrA2024 No Ya No WA 145.3/4&duax06&qua; 4 :ER :SS420ALLUMINUM SOD REINFORCED SERIES 420 ALUMINUM OOD REINFORCED OX. 12012024 No Yes No tUA X0.XX 9%quol;xSii ot. 5 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED)= lzral2024 No Yes No WA 143&A.at.. l6&WO. Florida Department of Business & Professbnal Regulation Building Codes and Standards Product Approval Application Detail Paget did 1 e/N71 («-.. ..,... 1q.•., r• rTr ° .,; ,,, v lyd'17 �- - 5f:' yo`r' ' , .»,a;. ,) h'a. ��'?�•Yi+�k,Yu�v4�i"H7AJ�p� - ,'-e� :y, �'9i;�f-J, 9>r ��•4'.�..�„'i ^r.e �r'�t�WA�v '. ., .. '. r., kvs�'�.'�1i7GU�. .,..w ...)�°`:1 n 4 caal Essex or Rae mu mOLBWAM more Tult vorsi D Algidle >b !2111111A tadlnar a Ucena vrar.a w umm Witilad FaC AmrovY Agggyed Rovladn 2020 Wryne.Oato, a dYHbn d Overhead Orr D.Dyn. Kernel, John 63.1- JeRey P. Amatan, P.E 10n2/2020 DA?WM20 10=020 12/16/2020 Appfored Corpaaidn (330)76La121 PE-51737 (904)821-5200 CANOW.. exterior coons dkornlshal"yna-dandn.c nAK.rager. S.dlOrtal Extatb Ddr AD -Whir om Compliance Method: Evaluation RePon from a Fladda Registered Architect or a Licensed Florida Professional Engineer $IYW'.AtMYa� Ahmed nor Use Aogrmg d for Use Im&as maim 1ta1 Flaraxl alOdat Nuffd)w A, N e $pduct,QarocrJgbpn Comact talreLim Oat 11191VINK Outal MVKZ R"btW 11SttBld 3 80DO41DOM20091105 ALM. Mo. width. 143IM; Max height. Glezina 121312023 No Yes Yes a31.00L35W avoll.N.intap r Wor edlYo section 10 DOW41004200ei123 I40m; Ma width 14UU: Max helpht. Cslumll 121310023 No Yes YM •30.001-33.50 .Yalleble In lop or Inhmadialo sedion. 11 e00WA100A200401124 16WO Max Moth. 14909: Max ho0rd. Gluing 12/312023 No Yes Yes -U 40A36.30 avallWle in top or hhmodletu Section. Flodde Department of Business & Professional Regulation nee 1 al Building Codes and Standards 72021 i Product Approval Application Detail g �y •. rr.����`�,. � 3���w 46",.r ....� ;,ism rnRh.s ��»i��rv�:�°ua'�� .. .,. _ .`�`,q ��4!18o,,r�'ri�"-t�r�r$�n(7u�4a�bMa a1.11 angry go mW callpondim Mitt IVA Ygolga MaoIl81BYOL 1.Wt61 EoMo&a[.S.Lk- a YdIWtglmt Y&IgaW &am= F9CAGURI ASJYJiz✓m Zan It-- 2020 Canes D ywart of AADG. Irmo, Tom Raney UL LLC Troy Bishop, P.E. 12n02020 12AI0020 12121=20 Appoad Category. Exterior Doom ISO 1494.2e13 A54)947-0660 subCpagery: Eaerir Do" COMPWIne Iron,rYhye-saeboy.no Compltanco Mated Certification Mark or LMhg rah P lal'H97AlkPfaduera , 9WIGLAmmot1 Ackanne IItffi Us# A M OVbd rev Use ImQlfi urea) Dmt 4vfuet Neaal. reanbrsi Wm. ag0Kt 0 caoBa�Es InNali Outl�Qli D/aBtiOl primsum 1 607. ?07, 727, 747, TSi, 777, .tad 847 Single and P.es or Fluah. CUWW. and Louvred single and pin or 12/312020 Yes Y. Yea WA DOOn hdlo , metal doors. Florida Department of Business & Professional Regulation Pagel d2 Building Codes and Standards 164021 Product Approval Application Detail .(r.,., '. /'gig• �a, �1.��Y'rre'' .r.^ T%+r�kY. ...����1�5���:���1..YC�MSEu•�����.^. ..I}�i.��?m .1R";4.�1.r��n i�l,����e".'+'iC.!�i..e S�Tb.11A 921111 1"M or alit colt Data Pernrna Ibis mm VeDion 1 igivisi iam 2ELMA soommL ii2m Xdwdo tar Ya llim SL&ORM vac arm mi A122M g,Ipap Revision 2D20 MI Wlndoee and odors grant Winger American ArrhINOUrel seven M. Urdh PE 11/172020 11I172020 11/27f2620 Approved cd#aw.. Wndows (717)365.3300 Manufacturers Assodatlon (717)317.6454 SubCYeecryt Single Hung buhgrlarri - Compliance N*hDd: CKM*dla Mark r lastingQUAIIN AL.-- Jusaravea for Use Approved for use DIaE $ InHVHZ iutdcle s vAllaid Coseal 2 is$ 8H 52x72 Fin,Flanga Frome, IG78G Shgls Hung 1liffi& 023 No Yet NO 141-60 Laminated "as N N L (D o Q% Q O 2 C= .� CU -0 � Q- Cn Cn -� cu 0 C 0 O' o CD O U_3 O .N -p � E O I O 1--0 to<C Q Z Z W J s* U) L CD E 4-Dea =3 W Z Cn Cal CU > O CL CL L.1 U O L. Cl) CU aaaaaaa o w� Q W z J z Q J CL SHEET N0, PA 1,0� SBIII Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall EatKyor plot pltt oasPanelna gi{a P.D.a t9 1R5/2022 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Dates pawl a) U(1f7D2+ Imp yams" IamOahGial GOB= l aalau[ A License Ylidem 0Y =WI M dldlmlalo PRC Ammval egggyag asw 996 show or are pap lala9odoa arts Revision 2020 Thermal Corporation Steve Jasporaon Lyndon F. Schril P. E. Ryan J. King, P.E. 10/07/2021 09118R021 10f1&Q= 12/15/2021 Approved mm vervion 1 Coined IN xicom III AWrO r Approved mNaa GategOry. Exterior Doors (ODO)843.7828 PE-43409 (813)7874556 AmnmdW 2020 POT lndueefee Jna Ronohrre Mem&0bde BCCO-CER MamFDed. Sol -VAL 1102020 ilio5i 020 11/111Pl020 Approved BubCadlpory: Barging Exterior Door Assembles e)aspersonothrmwtru oo Ctq)air vandal (941) 486-010D (780) 315-2580 Comphaacl Memod: Evaluation Reportfroma m Su lecaregmy: sore Hung Imsa ldapglnduwotc Florida Registered Alphabet or a License( Florida Carrpnan- Mthad: Carotene. Main or Using ran PL✓Maaa1.R7JDmduNt ProleecorW Engineer SMWL saunnna ARRMAINLYN 62&M ld Mr Uae lam pilots Am Pro&Ki YodrL mantra Nalco mWlbl.tls9maYm Ammmi=a8 Am13zb0I=IW Product Dinscriodon In NVHZ Omirra HWQ meal g)Irgo RombaKt Pnmm has Product Model. Number or Name Product OeecrlOUM Contract Expiration Daft In Hill outside NVI R4mIWM Pramrs 2 ONNN (Large LMwa H1I Y11y1 angia Hung Will (171311 Yn Yaa Y. N/A 1 a Theme-Tru Fiber-CImc and Smooth -titer Nominal SWW.;8 daua;Non-Imeapbquot Opaque 1213112022 No Yes No N/A Compoene Edge Fiberglass Single Door (In"ne'Ou Wring: X configuration) 2 b Therms-Tru Flbw-Clwb and Smacth-Star Nomina168N98;t1 SAUCKNon-Impao(BqupG Opaque 1213112622 No Y" No WA Dom Edgs FibwgMss la Dos with Bldel N (ImumngfOutwrlg; , OX dr OXO conrg.ril s) 3 aTherme-Tru Finer-Closaloomd Smooth -beer Nominal5&M:Bagtpt,Non•Impsa4quot Opaque 12f3112027 No Yds No WA Fiberglass Composite Edge Double Door Mph or vriMout Sidellae (IrraArViOuteWril XX or OXXO wrhfgura9ons) 4 d. Therme•Tru Fbw.Classic and Smooth -Star Nominal 7&099;0 agrrothlon-lass&quot Opaque 1201112022 Me Yea No WA Composite Edge Fiberglass Single Dow (ImminalOutswing; X configuration) S a, Thenrel Fiber-Claeelo and Smooh-Sar Nominal TOA131a 0 8quotNon-Impad4quat Opaque 1242111'2022 No Yes NO WA 0 1 Thermal Fasr•Classo and Smcophl 7 g. Theriffol Fibm•CklwiC and Smwth-$* 8 h. Therm►Tru Fiber•Ciwk and Smooth -Star 9 L Tharnlil Flbar•Clase1C and Smooth•Stir 10 1 Thermla•Tru Finer.ClesslC and SmOwh•Star 11 it Thermo-Tru Fther-Ch sslo and SmocishSter, 12 1 Thorma-Tru Fiber -Dimple and 3mootn•Star 13 m. Ttm .Ted Fib—Chil and Smpoth•9ar 14 n. Thermal FIMr•CMaak and SrnD*th-Sar 15 0. The mill Fibe•CMa c and Smooth -Sur 16 p. Therml Flbw•CMask and Smooth•Star 17 q. Thorn ill Flber•Clawlo and Snoafi•SMr 1B f Theta-Tru FibenCMraic ant Stroseth•Sar 19 9. Therm it FbwClawo and Smoot 4iar 20 t Therrivii RbanCMeille and Sm,0oth-Sur 21 u Thap—Tru Flber•CMsaic and SmoW Star 22 v. Thema•TNFber-Clasaio and Smooth -Sur 23 W. Thermal Fiber-Cl ssic and STooth•Sar 24 x Thermstil Fibi rClassie and Snwah•Sar 25 y. Therms -Tin Fb6rZlo"Ieand Smooth.8ar 2e z, Theta -TM FbarClaeaicand Smooth -Star 27 on. Thermal Fiber-Clawic4od Smash-Ster 28 zb. Therms-Tru Fiber -Classic and Smoom•Sar 29 rap. Themes-Tru Flbw-CMwto and Smootl•Sar 30 zd.Thamm•Tru Flinw-Claarc and SmoothSMr 31 zee Thernfa-Ter Flbor•C40MC and Smooth•Srir Composite Edge Fiberglass Single Door wb S WW*) onsvLi ilhOuWill XO. OX a OXO o nfiguratons) Nominal seal &quottlon-Impad&quot Opaque 12/31/2022 No Yes No NIA Composite Edge Flberglso Single Door OrsMna/0vW*m; X configumbon) Nominal A&M39;08quokNor~ImpaktAquot Opaque 1201 No Yes No NIA Composite Edge Fberglsss Single Door with Sidelae(s) (Inoni glCXdswito; X0, OX or I configuraEonej Nrumnel B&'I&quakNon-Impoodquot Opaque 1211 No Yea No NIA Composts Edge Fiberglass Double Daw With or Weed Sktelass pntMng/OulrMng; XX or OXXO conpgurebons) Nominal 88039:88quathlon-Impsa&quot Gaud 12/31I2022 No Yee No NIA Composite Ii Fiberglass Single Door (IrswinglOuttweg; Xoomiguation) Nominal SLOW;& JLquotNon•Imltact&quot GWud 12/3112022 No Yee No NIA Compose s Edge Fiberglass Single Door with Sawne(s) (lnawrgrouW,lrg; XO, OX or OXO coneguispons) Nominal 0039:86quotNon-Impaeaquot, Glazed 12/3172022 No Yas No NIA Compel Edoe Fiberglass Double Door viral or Wlhoul Sidelan OnassnyOutesnal XX or OXXO conAguretlons) Nominal7&M31&quoCNah-Impoo*uot Glazed 12f3112022 No Yes No NIA Composite Edge Flbwgluw Single Door 0nminpfOrMwkg; X coMqursdil Normal 78,031a;08qu"cir-Impadagl Glued 12/31f2O22 No Yes No WA Composite Edge Fiberglass Single Door lath X0, Sidelfte(s) (InsMng/Outevoki OX or OXO conhgurabons) NomM186M3);O&queeNon-Impact4uot; Gloved 12rSl=22 No Yp No N/A Comports Edge Flbnlass Single Door pmrrig/Outswhg; X conflguinall Monorail 8&M O&quothion-ImpsoullGlazed 12/3112022 No Yes No N/A Composite Edge Flberglew Sing la Door with Sidslui (InsW(ngtOuteMna: XO. OX or OXO configurations) Nominal 84M39;0&quotNon•impect&quot Gazed 12/3112022 NO Yes No NIA Composite Edge Fiberglas Double Door With or vwtlad Sidelkes (I nsvinglOutiming, XX or OXXO configumdons) Nominal 84111030:86puctNon-Imortd&quot Opaque 121311202E No Yes No WA Composite Edge Fiberglass Single Door Wth Transom (Inswre/OLtsMng; O(Xconfigurston) Nominal 8&M3o:8&tuotNon-Impaaequot Opaque 12/S112032 No Yes No NIA Compoaitee Edgs Foerglass 9inga Door Witt Stiehl and Transom (InwnnglOutedrg: O1XO. pox or OIOXO configurations) Nominal 88 MASquotNon-Inpacmquot Opaque 12/3112022 No Yee No N/A Composite Edge Fiberglass Single Door with SidWIWS) onsvAnglOu11I XO. OX a OXO Continuous HMtl and SII comlguratorl Nominal Sal 0 aquatNon•Impsa4quot Opaque 12/3112022 No Yes No WA Composite Edge Fiberglass Sinple Dost with mdNal(q Onew(nglO rftm e; XD. OX a OXO Continuous Head and Sill conflpurations) Nominal SstFBg;S 4quot;Non-Impad8quot Glazed 12131/2022 No Yea No WA COMPOeft Edge Fiberglass Single Door with SidelWe) onaWnghouaWmg; XO. OX or OXO Continuous HOME and Sill configuradons) Nominal 88011311:0&gLlokNon-Impad4quot Glazed 12/31/2022 No Yes No WA Composite Edge Fiberglass Single Door with Sldalaa(s) QnswingrOuaMrg; XO, OX a OXO Continuous Head end SO conrlguratora) la&e3 Merril ;6 Aqua;Non-Impsa&qull .,us 12I3712042 No Yes No WA Composite Edge Fiberglass Door PenelevAth Vented Sdvirs(s) (tnavwngtoutrieft XK XXXor XXXX configurations) Nominal S891AquotNon-Impact9quil Opaque 12l3112022 No Yes No WA Composite Edge Fiberglass Door ParelaWitih Vented bldsli s(s) OnevskisOuawi g: XX, X)O(a )O0(X configuration.) Nominal 68011 agII0tNon•ImpectBquat Glued 1213112022 No Yes No WA Composts Edge FRI Was Door Pa poll V.ah Veined SldMbe(s) (InaMngroulewtg; *( )=w )OOl urabona) NOmna18M':0&gLotNOn-lnpad&qua Ground 12/31/21122 No Yes No WA compositeEdge Fiberglass Door PenalaWtlh Vented c nglONawing; )0( )XX or XXXX ronnguraeons) Nominal(Mulli aquotNon-inwdgquat Glazed IW3112022 No Yee No WA Camporft Edge Fiberglass Single Door with 3IMi Sdelite(s) onaWinglOubWing; XO. OX a OXO oamguaeons) NominallbLIM;8&quot Non-Impad&quot Glszed 12131/2022 No Yee No WA Composite Edge Fibergass Double Odor with 3&M39:08icWilmOnaMnWOubF4no; OXXO conllouraton) Nominal OUS1110 Qqud;Non•Inpad&goof Glazed 1210112022 No Yee No WA Composite Edge Fiberglass Single Dow with 30301 Sdrba(s), (IwwinglOutaMng; XO, OX aXO O von uraUon Nom 8t.s :0 aquratNon-Impez4grlpt Glassed 12/31120Y1 No Year No MIA Composite Edgs Fiberglass Double Door with star O Sbelltee (Inw kne/outmving; OXXO Configuration) Namhr 78J1314gU0tNor impaotbiluel Shaker 12/31/2022 No Yes No NIA See" Composite Edge Gazed Fiberglass Sings Door MM or Wthout 18AIW:2 Si d"Isia ) pnsMngh0ulewhp; X. OX XO or OXO corffgurebons) Florida Department of Business and Professional Regulation Building Codes and Standards Product Approval Application Detail 3/1512022 FLN5259-R31 29" eentayySC fin 2= 2= AMU 7j(git VtrsiOn Manufacturer Cards Engineer & VetitfatAd By Validated Submitted e!0lt a aRprovW Approved Revision 2020 PCILYGLASS USA Maury,Alpert, Lfeanse John W 1012MO20 10122l2020 EK 12/15/20M Category: Roofing S954233133OSmalpertCopolyglass.coin Robert Niaminen Knezentich, PE ARR111" SulaCatagory• PE-59180 (954) 772-0224 11/01/202D Underlaymenta Compliance Mahod: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional FL2626Y.RS1 Engineer Products WE Product Model. NumaM or NartftPppdm sillitionamod ME Use DowiMian E.MI Anafflyadf§fM" 1 Polyglass Root UndeA nits Rooingunderlaprinems IW21/2022 No Yes WA 1 Pryglass Root UndtAaymerms (HVHZ) POyglaas roof undMayments for use In FBC12/1312M Yes No WA Mi jurisdictions. 2 Polygiass Root Undemaymards(nos-HVFW POlyglssa roof undMayments, fa use In 1343/2021 No Yet WA FBC norh-HVH2 judedbdoro. 1 Polyglass Roof Underheyme nts (HVW) Ppool1yyggrats roof undenepments for use In FBC 12,'230023 Yes NO WA HVI jurisdictions. 2 Polyglass Roof Undertaymwts (non-HVtiZJ Polyglots roof undensyme sh, for use in 17123l M No Yes WA FeC nand judadiadons. 1 Polyalaas Roof UndetfaymeMs (HVHZ) Poiypls" roof undenaymerts for use In F5012/2312023 Yes No WA HVI-lZ jurisdictions. 2 Polyglass Roof Underlsyments (non-HVHZ) Poyglass roof undengymeras, for use In 121221112M No Yes WA FBC norr4HVH2 jurist iaio s. 1 Polyglass Root Undarloyments (HVHZ) Pol glaa roof undanairments for use in FBC12r2312023 Yes No WA HVHZ jurind)ebors. 2 Po)yglass RoofUndeliayments (non-HVH2) Polyglalts roof undMayments, for use In 12r2372023 No Yes WA FBC non-HVHZ juriodictlas. 4WA/-8225 WA WA • WA/-023.5 WA • WA1-822,5 N/A *WA/-0225 Florida Department of Business & Professional Regulation Pv I dl Budding Codes and Standards 15=1 Product Approval Appllcadw Detall IF iiiiiiiiiielliff 1041511911 agar BImL= era Dap aummiam no Ilat y=rm Manufacturer Contend Ends— aLicense VAWAI 11v Validated hilleAd FeCAppreval Soda dtrlta ARtmMW 2D20 POT Indirrlas Jan, RosowrM Marra-Obde RCCO -CER 49am-Dade QCCO-VAL 11,05/t020 ilsow2020 11M1R020 APprerd Creamy: Vispill (941) 488-0100 (786) 315-25% llub0s ol. Fh.d )rmwoklapgdlduOeo.c Carpllanea Matill Certleacn Mark d using am Uai911l2LCr�tA Arraysa tar ttw AmL91(Wf� Naafi Dorm 6w P9AM20ILr9. Mlare Impel) Vlad PN 0 or Nestle Pyodl 10—hedusin in HV 1Z Y R Y ad NIA . Florida Department of Business & Professional Regulation P Ig.I art Building Codes and Standards 16m21 Product Approval Application Detall a99s I= mu3m Amodio" Mahlon 2020 he Wlndowe and Done CMWQay: WltdOws OACWOWW. Halk"I Blew ComplMntf USMO(t CsMtoaan Fart a Lwln9 land 1 H3146 inn and n.rg. Frame Florlds Department of Business & Professional Regulation pope 1 at Bulking Cods and Standards 14=1 Product Approval Application Detall lmlt= no an <teelWpm am 991ar iorlrrAlmra )rrIYlA9,at tingled &SCO a ficemma( ARMUM strum Brem shire. Amenap Nchmeaural seven MrA1n, PE 1o0firim 10082021) 1011WA20 A)Proved (717)383.3300 Mnuhclurwa Assecladon i71T)317d454 b,Mnp,G.n d.carn annift AY9OG! A9=ma4l=att Approved far tin grand atalm Yrmtrr.am ilm amtrNLEnkm cam )01t10li 290WRI DIZ AUU= ZMWAM 7342 Insulated Olnn 02/19/2024 Me Yen No a541 Fbnde Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Pnel loago2l 990 at ME"W art an afrt.t'J100t ant mm vNeor, jolood seta CA= yygw llamlm PACApprovr AggMM Swat seas" 2020 Able. Nick Thompson Lyndon F. Bana 1, P.E Ryan J. Kbg P.E 02115=21 0211512021 02r=021 04113/2021 Approved CMegow. owner Wells (330) M2309 PS-43409 013) 767-655a 9u1bCeksocl soft n9hompeopealrde.can Cartpllava Mrhad: ".91ln Reportfrom. Flood. RaaearedArdh is d ore Licensed Ishl Fla21172416-Prerarde Profeesland Engineer 89oM1and .figz�thg Ae reeed1,Lha bin gaft ups IFa" VRMLftnaererName 14poypjd~ww Caeradsakwionode InHyll9 p Rtahm t rmaE9 1 a saKr2T4quot Sofa Vent or Said Vinyl Bda 12131=3 No Yes No WA 2 h aquctAllaw. T4aoud: Soffit Vent a Slope Vinyl Bola 121312023 No Ye. No WA 3 c. iqud:Groenbner NnaP Beeds,1039: Son Vot or Said Vinyl sofa 12131IMS No Yet No WA 4 d Amud;0594ud; soft Van:a sdld VmYI Lida 1213112023 No Ya4 No WA 5 e. iqud:CNerter O.kaqud; Soft V. a adld Vinyl sofa 12131r2023 No Yu No WA 6 f. aqud;Super SPssaqut; Seem Vent or Said Vinyl Sees 12131r2023 No Yen No WA (boa mm Ymim Waidso er Revision ZD20 GAP CregaI Recent; araCsrepory: ASCII shook" cmm iir Method: EMUarn Mellon Rom a Fbda RegisteredAldhad a 0 Licensed Fbnda ProWftknt Engineer AktumlwuLaaarrs ZiLaw I GAP Aachen Rabe ahiaal" Queens Assurance AaGemmliaLtu howased far use Intent[ 20M RedllaConatiodm a9auadAmkdimgat an lima cu,ma, Hvdz tttrlYad QsaYR Fbergs. lateral 34.1b, lamented. 5•ab and 12/18=22 Ne yen "AA WA hipaidpir "ph.N shingles reeA N O .� ICU 0 -a cn O O O W O L.L. O •DI Cn _0 cn E ICU O id .0 VJ Q C%i CV O Us) d 'm Florid Department of Business & Professional Regulation law+ a+ FloridaDspertment of Business & Professional Regulation Panel Florida Deportnard of Business & Professional Regulation Feel N o W Bulling Codes and Standards iU9rmi Budging Codas and Standards ay2D71 Building Codes and Standards 10=1 i O DC C:L� ci � Product Approve! Application Deaa Product Approval Application Detail Product Approval Application Detall Q a c 4e v N m !IC LI NIONNINNOXIM no .. .. .. fill a9d6 smuts art Date pat srs9a Snake a art Jbta Ileac Pwalm Data fegte mines 2n aftt Di t emroa apt d so an Yarl90 stoldismom Constant IntelwrAus—, Yd"d Lamaaa LOG Approval la®tatl a" mm )Darin mosduam QNLNL LuivatAUUM )Uldd" )MAW" out PACARAMA AUUMM IN" mm Y>IofsO MsnrraKarer Cod"[ emlowaOoaws WW$d"w vwiaw foam PACAmravr Apargu3g slaws R.14e 2020 TAMKO guiding Products LLC Kam Eden Robot Martino Johh W. Knereveh, PE +d04/2020 Oa29/2020 10112112020 12H511020 ,Apron Reason 2020 L V, Thompson, Imp Ole Thompson ArchNecWfr Tony Chddmsn Zsdlery R. PrN4t Steven 411 PE 09"1712020 0911ar2020 011=11120 m2n5=20 Approved Revtsbn 2020 Floods MOM Predlds Inc, CII Jan" Jumee L. Booker. P.E.M saw M. Una, PE DW712020 09R41 100MO20 1211613020 Appruad C'� Gn"Coal ROOM 1417)624.6844 PE-59160 (954)772.6224 Metal Conpny(TAMC(DI r913)240-3404 P674021 171T)311.804 cappry: ROdne pill 78341400 CBUCK EnglnNmg (717)317.0464 m C "Crsgwy: Undnrymras kem_ednpylsmbo.oam Cuo9w. Rooa19 lenystappwlekeamg.aom aurcr.prJ; Raoln9 Aapnsonee thr pro an aerkQllr++coaan P9.71742 > Compliance Madlod; E-wMa4al ROOM tram a tubCMWpory: Rooen9 A4easanee that ea an IMe U Pen eltha Roan ram gr g ter � 6a Ram Re ae uaneed Fiona Intel Pan one Rasing "m Celnplkenee Method: Evaluation Report Ban a i ,tar Prehnianr 6h9inem Engineer ConplMnn McMoa Evaluation Report tom a Flol Registered Architect a a Ucnwd Florida 3 leg OI jo d Plana Registered Architect as Learned narkM Professional ennw g V - Professional Engineer > C G r Akar.eei for Lou N � ts )(tea Pr�d,411,W.Mumb,,Nana j 1,.IIVNZ outside HIM 6saWad )�10, Approvadfa Lrw ARILtm fa Uee � 29M .CI ,0 N Q 1 TAMKO Roof Unchrleynvena(H1n-2) Roaundnaymenl. for use in F BC HVHZ Od2a12021 Yen No NIA WA Awl g�g(yggggEg $9 i A/MrovadfwUat Amend I,H" iMflm.= for Use lmm biwad afrml EMEM awl ItaaItN°d.h a��er° 1a" 3 3-Fl.AbtC08grat:RV 10RI10p Vara au44: gpm(�man Aluminum Rape VOTI for pal ro rot fabricated 12/ 1 4 in MVKZ IbW0l.lfmi KOWA Na Yes No alOAM WA C linsdMena. 1 TAMCO Fla Tap OS•RATs VWM with gene ter TN 26 9L ela8o roaveraWa With bane oaomm Yee Yin NM WA from 0,OW Aluminum S. d ts NON-HWHZ) 2 TAMKO Rod UnderN ymn ( Reouna Ieymnula wale cec nen+IVH2 0e/A!l073 No Yn NJa WA 2 TAMCO OawNak Wm raps. OaW020 No Yee NM WFS2b lvi9dooll 3 TAMOO OB-RIdge Rol Vent with 01b e 20 Ca, Made roafvendhddr with lotogro%d Wine Colima" Yes Y" NM NIA p 4 TAMCO Rand Tap OK-R dt s Vent cola BtAb for Tile 20 w. rainproof vert4Wa Ma base owma20 Yes Y" NM WA Florlde Depaltrnelm of Bllslnas & Professional Regulation Paw I d1 BLAdirg Coda and Standards 10/mm Product Approval Application Detail Usum . Sofa .plat no OftPlgdno asp Alga Yanlm mamarme= rdmLau sommELALMM xdgrl.mc immm asmm PSCnatran.l AgRSLmo Sam Reviton 2VA Larwnce Know Jersey Jerwt L gurslna, PE. Slaven M. Unm, PE I in3rA= 11/23/1020 11=020 drip FaC AFpn CalPpay: Roaring ISM)993-S1113 PE-31242 (717)3174464 NbCragow. Raising AawssaM that we en k)Nlryralannw.COM I ntWpnt Pen of the Rooting Si aten C=W[Mnee Mthod: Eaaution Rpa1 from. Floods RegiderodArdhact a s LWO*d Florida Prawttnr Enanar fulgAuKagoo al1111Y.ABR[aat A90IPllidua i!!Et Approved for Uee IM"d am 5mg am&EUWALCNO astlomlaaugmaa{a Arm 2WAWLd= Augat d 911ia1r 1 Deck-Alr'h DA-4 or TRI-BuiR Deck -Air D1.4 Low Proa., PdypropylmP Plaabc, Rod Vent 1200/2025 No Y. No •91.61.47.6 Maahniary Agnew to PWwd Dock, Florida Department of Business & Professional Regulation pep I of 1 Building Codes and Standards i/252022 Product Approval Application Detoll Florida Department of Business & Professional Regulation Pew i ad Building Codes and Standards 10/2021 Product Approval Application Dealt sin .. igYutor .. am are 2&ZWAM grit IVD9t YNs+m Mfg Star rerdnw A Lieerme )Cri>lislund At ) wit li)Imad PSGAncaYr AR9@)ma dlaua RWMaian top gap Remo /adman Robin IAPW UMfam F-Il Gry W. Wslkw 1 VOM20 110=20 11NSr2020 Powell Causeway, printing (III3804MI StMoa LLC. 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NIA WA Flodds Departnant of Business & Professional Regulatlon paw I a I Building Codes and Standards ter" Product Approval Application Detail ErAw Or Re a* era. arePandm 7Jm9 vet l9n lYmtgsal(a[ itarscl fowwttLilasoa Vkadrad ter km" 110m9a0 EIGARam al dgmang MBaoa ReWen 2020 Apo III Lewin ICC E hirtIn Smoke. LLC WI9sm M. R.I.I. PE 10113101 1012712D20 1 U16r1020 11A)5r1020 Approved Cateeerr• S(rururr Compdneaks (321) 710-3377 (407) Bat-1917 eulsCtell rival PI*W deeil®eipinetw.com Conpllanc a Mwi Ev.luel n Report tom a Produt Elmlueen Entity de 11Mpaa7yh - quawA.L"m AaeravadtoMan AememdfrUm DMA g!r 1pj Product Model. NumberorName J,jaduct Epp Ss9aIlJatFtmlmtmaaa InK IZ Oddde.ImQ Miaalrad Pleasure / ITW&CG4lblee Higher Sbvnelh (H asmp: g) Meal Connect. Pets, I V31/2024 Y. Y. 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LLC In Let,., P.E. 0202111021 t M3/2020 02103/N21 Approved Amrmdin 2020 Apple Aluminum, Inc, Jae 01" Lulls R. Lomas seven M. Ulrich, PE 11n S/1020 11/14R020 1112=020 APprwd CtWAry: structural Carpensru (902) en 4as LLC, Creamy: Aulrtrsd Carle— is 1253) 9244475 (000) e3ea2aa Category: Penal Wells (407) 5011-20M, PE-82514 (71?1317.0454 SubCrap7 Ton Platen eleeldenamiLam (2n)529.9wo aaiCragary: Engineered Lumber Ro11M.arOwlnmWeyaa AUCrkpuly: Slash .pneehemnunnc,IDyeho Compll4Ko Mdbod: EW ur(n Report from a can ue a. mood: evslurin Report eem s ewer.can Comoimt Method: EWuaOn RWleat tan a cede Product Ewllmaen gnat' Proles EwlwUon rmsy Fbnde Registered! ArdhNal as a Licensed Flom E62DU: poa..rnal Enoknw lwmwLBLDNNO ourw Assaa— Approyl for Awrovad for Use Immct aaclm S WU LA& V=m ANIMM par ur ANLO j /g see owls arm Eao S PymtdM Yodr. YUMr o Nama Product Camset wdnr on cot In Pull ,ShlY�.�Z wtlWml Pressure �'t g 92MA dAntm00am In INVI Z QWMO. 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For additional Information regarding Florida's 8talewkde Product Apprwel=am and Mara -Dade County Notice of Acceptance INCA), CLICK HER FL#2386-RI AMAProduct Modal. Numtrer or Norma Product Description 1 Titan Stainless Steel Concrete & Masonry Screw (17 N-SS) 114" diameter Titan stainless steel masonry screw FL#9589 J W RB Product Model. Number or Name Product Deaeriptfon 1 SDIO112DBB Outdoor Accents Connector Screw 2 SD9112, SD9212, S010112. SD10212 Strong -Drive SO Connector Screw 3 5D9112SS, SDO2125S Strong -Drive SD Connector SS Screw 4 SDCF22434, SDCF22512. SDCF22814, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw SDCF221134, SDCF221334, SDCF271958, SDCF272358 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw SDCP221100, SDCP221134, SDCP271400 6 SDHR27400, SDHR27614.. SDHR31400, SOHR31614 Strong-DNiveSDHR Combo -Head Screw 7 SDS25112, SDS25134, SDS25200, $0525212, SDS25300, SDS25312, SOS25412, Strong -Drive SDS Heavy -Duty Connector Screw SOS25500.. S=5500, SDS258()O 8 SDS25112SS, SDS25200SS, SDS25212SS, SOS253DOSS, SDS25312SS Soong -Drive SDS Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2720, SOWF2724, SDWF2726, SOWF2730 Strong -Drive SDWF Floor -to -Floor Screw FL#10007-R6 §W Product Model. Number or Name Product Description 1 ATR318, ATR112, ATR5/8. ATR314 Threaded Rods 2 ATUD5, ATUDS-2, ATUDO, ATUD9-2, ATU09-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 3 BP3/8-2, BP1/2, BP1/2.3, BP5/8.2, BP518.3, BP3/4, BP3/4.3, BPRTUD3-4 Bearing Plates 4 CNW318, CNW1/2, CNW5/8, CNW314, CNWS/8-112, CNW314-5/8 Coupler Nuts 5 CTUO55, CTUD55, CTUD66, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97, Coupling Take -Up Device CTUD98,CTUDW 6 N3, N4, N5, NO Heavy Hex Nuts 7 1 RTUD38, RTUD4, RTUD4B, RTUD5, RTUDB, RTUD7, RTUD8 Ralchisting Take -Up. Device 8 TUD9, TUD10 Take -Up Device 9 TUW38 Take -Up Washer 10 URS3 318" Uplift Rod Run Tiedown System 11 URS4 1/2" Uplift Rod Run Tledown System 12 URS5 518" Uplift Rod Run Tedlown System 13 URS6 314" Uplift Rod Run Tiodowni System FL1u10441-R6 ftU Product Model. Number or Name Produat Description 1 DTT2 Hold-down 2 HDCIO/4, HDC10122 Hold-down 3 HDQ8, HHDO11, HHDO14 Holed -down 4 HDU2. HDU4, HDUS, HOU8, HOW 1, HDU14 Hold-down 5 HPA28, HPA35 Strap -style purlin anchor 8 LSTHD8, LSTHD8RJ Strap -style hold-down 7 MASA, MASAP Foundation anchor strap 8 MPAI32, MPAI44 Strap -style purlin anchor 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 10 PAI18, PAI23, PAI28, PAI35 Strap -style purlin anchor 11 STHD10, STHD10RJ Strap -style hold-down 12 STHD14. STHDI4RJ Strap -style hold-down ® Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30=0 MURFor drool Inks to all SST approvals Isled below, CLICK HERE For addtional information regarding Florida's Statewide Product Approval System and Mand-Dede Canty Notice of Acceptance MCA). CLrCK HERE, 21 LB series hangers Top flange hangers available in width of 1 9/16" and heights ranging from 5-3/8" to 15-1/8". 22 LBAZ sense hangers Top flange hangers available In width of 1-0/16" and heights ranging from 9-3116" to 13-118". 23 LEG3, LEGS, LEG7 sense hangers Top flange hangers available In widths ranging from 3-114" to 6- 7/8" and heights ranging from 9" to 33-1/2', 24 1 MEG7 series hangers Top flange hangers available in widths ranging from 5-114" to 6- 7/8" and heights ranging from 9" to 32-1r2'. 25 MIT series hangers Top flange hangers available in wdthe ranging from 1-9116" o 5- 1/8" and heights ranging from 9-114"to 24" 26 PF, PFB, PFOB, PFDSB series hangers Top flange hangers available in width of 1-9/16" and heights ranging from 3.318" to 7.118" 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1416" to 7- 118" and heights ranging 9.114" o 32", F1.01 O>1160-R5 Product Modal. Number or Norma 1 ABA44,ABA44R,ABA48,ABA48R;ABA68.ABAWR 2 ABU44, ABU44R, ABU46, ABU46R, ASU5.5, ABU". ABU85, ASU66, ABU66R, ABU86, ABU88R,ABU1010;ASU101OR:ABU1212,ABU1212R 3 ABW44Z. ABW44RZ, ABW46Z, ABW40RZ, ABW66Z, ABW66RZ, ASW7.7 4 AC4, AC41R, ACE4, ACe, ACBR, ACES 5 BC4, BC46, BC4R, BC6, BC8R, BCB. BCS2.2/4, SC82.3/6 6 C644, C646, C648, CB66, CB86 7 CBSQ44-SDS2, CBSQ46-SDS2, CSSQ86-SDS2, CBSQ86-SD52, CBSQ88-SOS2 8 CC, ECC, ECCU Series 9 CCQ-9DS2.5, ECCQSDS2.5 Series 10 CPT44Z, CPT68Z. CP'T887 11 EP644A, EPB44, EP546, EPBW 12 EPS4Z 13 LCB44,LCBW 14 LPC4Z,LPCBZ 15 MPB44Z, MP8862, MP886Z 18 IRS". PS44R, PB46, PB66, PB68R 17 PBS44A, PBS46, PISS68 18 PBVB, PBV10 19 PC44-18, PC46.18, RC48-18 PC64.18, PCM18, EPC44-16 EPC46.18, EPC48-18, EP084.18, EPCOO-18 2D PC4Z, PC4RZ, PCaZ, PCSRZ, PC8Z, PCBRZ. EPC4Z, EPC4RZ, EPC8Z, EPCBRZ. EPC8Z, EPCBRZ 21 PPB44-4Z;PPB44-6Z 22 RPBZ FL#H OWr-RS Product Modal. Number or Name 1 FJA, FSA 2 FRFP 3 GH46.6, GH46.8, GH48-6, GH48-8, GH41D-6. GH410-8, GH86-8, GH88.8, GH68-6, GH88- 8, GH610.8, GH810-8 4 GLWA, GLB5B, GLB5C, GLBSD, GLB7A, GL87B. GLB7C, GLB70 5 GLBT512, GBLT812, GLBT518, GBLT816, GLOT520, GBLT820 6 HGLBA,HGLBB,HGLBC,HGLSD 7 HOT-2, HGT-3, HOT-4 8 UFPI0-SDS3 9 URFP Product Description Adjustable Post Base Adjustable Post Base Adjustable Post Base Poet Cap Post Cap Embedded Column Base Embedded Column Base Bolted column cape with W1 ranging from 3-114" to 9.112" and W2 ranging from 3.5/8" to 7-112" Screwed column caps with Wi ranging from 3.14' to 9.117' and W2 ranging from 3-5/8" to 7.1/2" Concealed Post Tie Base Embedded Post Base Embedded Post Base Embedded Column Base Light Post Cap Moment Post Base Embedded Post Base Embedded Post Base Round Post Base Post Cap Post Cap Post Base Retrofit Post Base Product Desclipton Foundation Anchor Flat Retroflt Foundation Plate Girder Hanger Glulam Bearing Plate Glulam Bearing Plate Heavy Glulam Bearing Plate Heavy Girder Tiedown Universal Foundation Plate Universal Retrofit Foundation Porte Simpson son Strong -Tie 2020 FBC Approved Products sae b MM F n t 1 T approvals d elow. CLICK HERE or direct I ks o el SS regarding For addtbnel IMormatian regadlnq Florida's Statewide Product Approval System and MaN4hda County Updated tlated 12l0220 Notice of Acceptance (NOR). CLICK HwRw FL#10446-R6 AOdMI Product Model. Number or Name Product Desolation 1 A21. A23, A33, A34, A36, A44 Angles 2 APA21, APA4, APA6,APVA21, APVA4, APVAB Outdoor Accents Angles 3 AP844, AP344R, APVB86, APB66R, APB88, APSWR, APSI010. APB101OR, APV844, Outdoor Accords Post Bases APVB44R, APVB68, APVB86R, APV8118, APV886R, APVB1010, APV8101 OR 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2.4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Dock Joist Ties APVDJT2R-6 5 APHH46, APHH46R, APHHe10, APHH61OR Outdoor Accents Heavy Hanger 6 API-4, APL6, APT4, APTB, APVL4, APVLB, APVT4, APVTB Outdoor Accents L and T Beam -to -Column Ties 7 APLH24, APLH24R, APLH26, APLH28R, APLH210, APLH21 OR Outdoor Accents Light Hangers 8 SVLZ Brick Veneer Ledger Connector 9 CBT2Z, CST4Z Concealed Beam Ties 10 CJTSZ, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 11 DJT14 Deck Joist Tie 12 DS Dry Well Stop 13 FC41 FC6 Framing Clips 14 FWANZ Foundation Wall Angles 15 GAt. GA2 Gusset Angles 16 H2A, H2.5T, H8, H10A-2, H1 OS, H14. HGA10 Hurricane Ties 17 HCJTZ Heavy Concealed Joist Tie 18 HH4, HH8 Header Hangers 19 KBS1Z Knee•8raoe Stabilizer 20 L$0, L60, L70, L90 Angles 21 LCE4 Post Cap 22 LS30.. LS50, LS70, LS90 Skewoble Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ26LZ, LSSJ26RZ, L'SSJ28LZ, LSSJ28RZ, LSSJ21OL2, LSW210RZ Field. Adjustable Jack Hanger 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.58, LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 25 LTP4, LTP5 Tie Plates 27 ML237, ML24Z, ML26Z, ML28Z; ML21OZ Angles 28 MMH8 Roof Tie -Davin 29 MMHC Hinged Roof Connector 30 MMLU26, MMLU26.2, MMLU28, MMLU28-Z MMLU210, MMLUI211, MMLU139, MMLU1311 Face -Mount Hangers 31 RBC, RBCP Roof Boundary Gips 32 RST-3 Roof Tie -Down 33 RTC22Z, RTC42, RTC2Z, RT044 Rigid Tie Connectors 34 STC, STCT, OTC, HTC4 Truss Clips 35 TJC37, TJC57 Truss Jack Clips 36 Z2, Z4, Z44 Panel Stiffener Clips FL#10447-RB Sea Or Product Model. Num bar or Name 1 AHEP 2 DSC2R-SDS3, DSC2L-SD83; DSCSRSDS3, DSCSL-SDS3 3 GBC 4 HCP1.81, HCP2, HCP4 5 HHRC2.2, HHRC42, HHRC42-2, HHRC411 81, HHRC44, HHRC5.2513.25, HHRC5.3713.12, HHRC86 8 HRC1.81, HRC22 7 LRU26,LRU28,LRU210,LRU212 8 LSU28, LSSU28.. LSSU210 9 TBE4,TBE6 10 TC24, TC28, TC28 11 THA29, THA213, THA218, THA218-2, THA222-2, THA413, THA418, THAC418, THA422, Ti THA426, THA422-2, THA426-2 12 THAI1.81122, THAl2.06122, THAI2.1122, THA1222, THA1322, THA13522, THAI422 13 THAL422,THAR422 14 THJA26, LTHJA26, LTHMA 15 THJM2-4SDS3, THJM2-SS093, THJU29, THJU26-W 16 TSBR2.24 17 VPA2, VPA25, VPA3, VPA35, VPA4 18 VTCR • Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30I2020 For correct Inks to all SST approvds Paled below, -EK HERE. Fa eddtbnelInformationrogvdIFlorida's Statewide ProductApproval System and Marto-Datla County Notice of Acceptance (NOA . &{SH.�ER._! FL#1046r8-R5 AMA Product Model. Number or Name Product Description 1 Br, BTB, BTH BrlokTitrs 2 CMST12, CMST14, CMSTCI6 Coiled Straps 3 CS14. CS16. CS18, CS20, CS22 Coiled Straps 4 CSHP18, CSHP20 Coiled Straps 5 CTS218 Compression/Tension Strap 8 DSP, SSP, TSP Stud to Plate tie 7 H1, H10A, H2.6A, H3, HQ H7Z, Hie, H16S, H18-2, HIS-2S Hurricane Ties 8 HOT-2, HGT-3, HOT-4 Heavy Girder Tiedown 9 HS24 Hurricane Tie 10 HSS2.3DS1.5. HSS2.2-SDS3, HSS2.3-SDS3, HSS4SDS3 Heavy Stud Shoe 11 HST2, HST3, HST5; HSTB Straight Straps 12 HTS16, HTS20. HTS24. HTS28, HTS30, HTS30C Heavy Twat Strap 13 HTS016KTZ. HTSQ20KTZ Heavy Twist Strap 14 LFTA Light Floor Tie Anchor 15 LSTA9, LSTA12, LSTA15, LSTAI8, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps 16 LST149,LST173 Straight Straps 17 LT820, LTB40 Bridging IS LTSIZ LTS16, LTS18, LTS20 Light Twist Strap 19 MGT Medium Girder Todown 20 MST27, MST37, MST48, MST60, MST72 Straight Straps 21 MSTA9, MSTA12, MSTA16, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps 22 MSTC28, MSTC40, MSTC52, MSTCe6, MSTC78 Straight Straps 23 MSTC4883, MSTC8883 Pre -Bent Soaps 24 MST126, MSTI3e, MSTI48, MSTI60, MSTI72 Straight Straps 25 MTS12, MTS18, MTS18, MTS20, MTS24C, MTS30, MT8300 Medium Twist Strap 26 NCA200-12, NCA2x12-12, NCA2x8-16, NCA200.18, NCA202.16 Bridging 27 RCW812, RCWB14 Wall Gracing 28 RPS18, RPS22, RPS28 Repair Plate Strap 29 RSP4 Stud to Plate Connector 30 'SP1, SP2, SP4, SP6, SP8 Saud Plate Tie 31 SPH4, SPH8, SPF18 Heavy Stud Plate Tie 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 33 Sr9, ST12, ST18.. ST22, ST292, ST2122, ST2115. ST2215, ST6215, ST6224, ST82W Straight Straps 34 TB20, T827, TB301 TB36, TB42, T048, TB54, TB66, TB60 Tension Bridging 35 TWB10, TWB12, TWB14 Wall Bracing 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedowtn 37 WB1O8, WB108C, W6126, WB126C, WBI43C Wall Bracing Product Description 1 CBH2.37x5.5, CBH2.37x7,63. CGH2.374.75 Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Drag Strut Connectors Gable Brace Connector Hip Corner Plate 3 HGU3.63-SDS, HGU5.25SDS, HGU5.50-SDS, HGU5.62SDS, HGU7.O-SDS, HGU7.25- Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 4 HGUS series hangers Hip Ridge Connector Ratter Hanger 5 HHGU5,25-SDS, HHGU5.50-SDS, HHGU5.62-SDS, HHGU7 OO.SDS, HHGU7.25SDS, Light Sbpeable/Skewable U Hanger HHGU9.00-SDS Truss Bearing Enhancer 6 HHUS26.2, HHUS28-2, HHUS210-2. HHUS46, HHUS48. HHUS410, HHUi Truss Clip HHUST25/10 Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Adjustable Truss Hanger Sized for I -Joists Skewed Truss Hanger Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU28.2, HTU210-2 Multiple Truss Hangers 9 HU. HUC series hangers Truss Spacer -Restraint Variable Pitch Connectors Valley Truss Clip 10 HUC01,81/9-SDS, HUOQ1 81/11-SOS, HUCO210-2-808, HUCQ210-3-SDS, HUCQ310- SDS, HUC0410-SDS, HUCO412-SDS, HUCO5.2519-SDS, HUCQS.25111-SDS, HUCQ810• SDS, HUCQ612-SDS u " • M Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30P1020 For direct Inks to ell SST approvals feted below, CLICK HERE, . For additional information regardinp Fltxida's Statewide Product Approval System and Maori -Dade County Notice of Acceptance INCA). �. FL#114WRO AW Product Model- Numbar orNam! ProductDmilatlon 1 HHUS210-3, HHUS210-4 Joist Hanger 2 HRS6, HRS8, HR812 Strap Ties 3 1-11.100210-2-SDS, HU00210-3-SDS, HUC0310-SDS Joist Hanger 4 THGB2, THGB3, THGBH2, THGSH3, THGBH4 Joist Hanger 5 THGQ2SDS3, THG03SOS4.5, THGQH2SDS3, THGOH3SDS4.5, THGQH4-SDSS Joist Hanger 6 THGW3.3, THGW3-4, THGW4-3, THGW44 Joist Hanger FL#11473-R8 Saa # Product Model. Number or Nama Product Descnouon 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 HIS, HIES, H16-2, H16.2S Hurricane Tie 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 5 HETALI2, HETALI8, HETAL20 Embedded Truss Anchor 6 HGAM10, HMO Masonry retrofit connectors 7 HHETAI6,HHETA20,HHETA24,HHETA40 Heavy Embedded Truss Anchor 8 LGT2, LGT3-SDS2.5, LGT4-SDS3 Girder Tiodown 9 LTA2 LatefaITruss Anchor 10 MEFA12, META16, META18, META20, MSTA24. META40 Embedded Truss Anchor 11 MSTAM24, MSTAM38, MSTCM40, MSTCM60 Strap Tie for Masonry 12 MTSM16, MTSM20, HTSM18, HTSM20 Twist Strap for Masonry F1.0111496-R6 2111111111.9 Product Modal. Number or Name Product Description 1 DTT1Z Dock TensanTie 2 HD12; H019 6ohed Holdowne 3 HD36, HD513, HD7B, HORS Boded Holdowns 4 HTT4, HTTS, HTTS-3/4 Tension Ties 6 LTT19, LTT20B, LTTI31 Light Tension Ties FL#13626-R5 Soo# Product del.NumbarorName ProductDascription 1 SB518x24,SB7/8x24,SB1x30 SB Anchor Bolts 2 SST816, SSTB20, SSTB24, SSrB28, SST834, SSTB36, SST816L, SST820L, SSTB24L. SSTS Anchor Bolts SSTB28L FL*I3972-R4 3M X Product Model. Numberor Name Product Desanntlon 1 CMST12, CMST14, CMSTC16, CS14, CS16, CS18, C820, OS22 Coiled Straps 2 HRSB. HRS8, HRS12, FHAB, FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI28, MSTI36, Straps 97 mil (12 go) NI MSTI60, MSTI72, S/MST27, WMST37, S/MST48 3 HTS18, HTS20, HTS24, HT828, HTS30, HTS30C Heavy Twist Straps 4 LSTA30, LSTA38, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil 18 go) 5 LSTA9. LSTA12, LSTA15. LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2116, ST2215 Straps 33 mil (20 ga) 8 LSUBH3.25, SUBH3.25, MSUSH3.25 Bridging Connector 7 LTP5 Lateral Tie Plate 8 LTS12. LTS16, LTS18, LTS20 Light Twist Straps 9 MSTA30, MSTA36, ST6215, ST6224, STU, ST12, ST18, ST22, MSTC28, MSTC40, MSTC62 Soaps 54 mill (16 go) 10 MSTC66, MSTC78, ST023e Straps 88 mil (14 go) 11 MTS12, MT816, MTS18, MTS20, MTS30, MTS24C, MTS30C Medium Twist Straps 12 S181.58, "1.81, SS2.06, SIB2.37, SIB2.56, SIB2.88, S/83.12, Sl133,56, SIB3.62, SIB4.06, Top Flange Joist Hangers S/84.12, S/B4.28, SIB4.75, SB5.50 13 Sr8A2.1Z/8, SOA2.12/10, SIBA2,12/12, WBA2,12114. S/BA4.18/8, S/BA4.18110, Top Flange Joist Hangers S'BA4.18/12, SlBA4,18/14 14 SIH1A Hurricane Tie 15 SIHDBS, S/HO88, S/HD1OS, SIHOI08, S/HDISS, SIHO158 Holdowns 16 S/HDU4, S1HDU6, S/HDU9, S/HDU11 Holdowne 17 S/JCT, S/HJCT Joist Hangers Product Desonptlon Concealed hangers Face -mount (OU, DHU) and top -flange (DHUTF) hangers available in widths ranging from 1.9/18" to 3.9118" and heights ranging from g-IM" to 23.15118". Face -mount hangers Face -mount hangers available in widths ranging from 1.518" o 7- 3d8" and heights ranging from 5-5116" o 12.7/8", Face -mount hangers Faca-mount hangers Skewed face -mount hangers available in widths ranging from 3- 1/8" to 5-1/8" and heights ranging from 4-3W' to 15-3J4". Concealed flange version (HSURC, HSULC) available for all double 2X and 4X models; only acute flange Is concealed. Faoe-mount hangers Face -mount hangers available in widths ranging from 1-9/18" to 7- 1/2" and heights ranging from 2.7/8" to 19.114". Concealed flange version (HUC) available for all models having width equal in or greater than 2-9/16". Face -mount hangers Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3WMD Far diecl Inks to ell SST approvals Rated below, CLICK HERE For additional information regarding Flordas Statewide Product Approval System and Mami-Dade Canty No ics of Acceptance (NOA), CLICK HERE, 18 S1-BV1.56, S1LBV1.81, S/LBV2.06, S1LBV2.37, S/LBV2.56, S1LBV2.68, S/LBV3.12, r Top Flange Joist Hangers SA.BV3.56, SILBV3.62; SILBV4.06, SILSV4,12, S1LBV4.28, S1LBV4.75., SILBV660 19 S4.T720, SDTT2Z, S/HTT14, HTT4, HTT5 Holdowns 20 VMST60, SIMST72 Soaps 118 mil (10 go) 21 SP4, SP8 Stud Plate T t 22 SSP, DSP, TSP Stud Plate Ties 23 STC,DTC Truss Clip 24 TOD22 Truss Brace Diagonal 25 TJC37 Truss Jack Connector FL#13"4-R5 22111 Product Model. Number or Name 1 CCQM3.62-SDSHDG, CCQM4.82-SOSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, CCTOM4.62SOSG, CCTQM5.50-SDSG, COCOM3.82SOSG; CCCQM4.62-SDSG, CCCQM5.50-SDSG 2 ECCLQM3.62G-KT, ECCLQM4,82G-KT, ECCLOM5.50G-KT, ECCLLOMD3.62G-KT, ECCLLQMD4,62G-KT, ECCLLOMD5.500-KT, ECCLRQMD3.62G-KT, ECCLROMD4.e2G- KT, ECCLRQM05.50G-KT 3 HGUM5.25, HGUM5.50, HGUM7,00, HOUM7.25, HGUM9.00 4 LGUM28-2, LGUM26.3, LGUM28.4, LGUM28.2, LGUM28.3. LGUM28.4, LGUWIO-2, LGUM210-3, LGUM210.4, LGUM48, LGUM48, LGUM410 5 MBHA3.12/9.25, MBHA3.12/11.25. MBHA3.5617,25, MBHA3.56t9.25, MSHA3,56111.25. MBHA3.58/11.88, MBHA3.58114, MBHA3,58/16, MBHA3.56/18, MBHA5.60/7.25, MBHA5.50/9,25, MBHA5.50/11.25, MBHA5.50/11.88, MBHA5,50114, MBHA5.50/16, MBHA5.50/18 6 MBHU3,56/9.25, MSHU3,56111.25, MSHU3.56111.88. MBHU3.56114, MBHU3.56/16, MBHU3.56/18, MBHU55019.25, MBHU5.50/11,25, M6HU5.50/11.88, MBHU5.50/14, MBHU5.50/10, MSHU5,50/18 FL#13976-R6 Sea # Product Model, Numberor Name 1 SDW22300, SDW223W, SDW22438, SOW22458, SOW22600: SOW22600, SOW22638, SDVV22SU 2 SDWO15450: SDWC15800 3 SDWH18300D8, SDWH194001)8, SDWHIPOWDS, SDWH19800DB, SDWHI01WODB 4 SDWH27400G. SOWH27OWG, SDWH27800G, SDWH271000G, SCYWH2712DOG 5 SDWS1e212, SOWS16300, SUW516312, SDWSI8400 6 Si9800, SOWS1971Z SOWS224DO, SDWS22500, SDWS22512, SDWS22BOO, SDWS22800, SOW822900, SDWS221000, SDWS221100. SDWS221200, SDWS221500 7 SDWS2230008 SOWS2240ODB, SDWS225000B, SDWS22eCODB, SOWS22800DB, SDWS221000DB 8 SDWS22312DB13, SOWS22512DBB 9 SDWS2730OSS, SDW82740OSS, SDWS2750OSS, SDWS27800SS, SDWS27800SS. SDWS271000SS, SDWS2712OOSS 10 SDWV1340O 11 STN22 Product Dmitartion Masonry Pier Caps Masonry Per Caps Heavy Masonry Hangers Masonry Beam Hangers Masonry Top Flange Beam Hangers Masonry Beam Hangers Product Doudom Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Strong -Drive SDWC TRUSS Screw Strong -Drive SDWH TIMBER -HEX Screw Soong -Drive SOWH TIMBER -HEX H DG Screw Strong -Drive SOWS FRAMING Screw Strong -Drive SOWS TIMBER Screw (Inlenor Grade) Strong -Drive SOWS TIMBER Screw (Exterior Grade) Outdoor Accents Structural Wood Screw Strong -Drive SOWS TIMBER SS Screw Strong -Drive SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer FI N5363-R3 Aga Product Model. Number or Name Product Description 1 AS 18. AS 1 t155, AS 18S8 16 ga. Truss Plates 2 AS 2OHS 20 ga. High Strength Truss Plate 3 AS-20 20 ga. Truss Plate 4 ASHP Hinge Plate Connector FL#15730-R4 Sea # Product Model. Number or Name Product Description 1 ET -HP AdhesiveAnchor for concrete 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GDPS, GW-50, GW-75, GW-100, GTH Gas-sduatad fasteners and assemblies 3 PDPA, PDPA-K, PDPA-MG, POPAT, POPAT-K, PINW, PINWP, PINWP-W. PDPAWL, Powder -actuated fasteners; threaded studs, and assemblies PDPAWL-MG, PSVL3, PSVL3-K, PCLOPA, PECLOPA, PTRHA3, PTRHA4 4 SET-313 Adhesive Anchor for concrete IMM Simpson Strong -Tie 2020 FBC Approved Products Updated 12r a'202o For drW Inks to all SST approvals bled below, S,LICJS HERE For addtonal Information regarding Florida's Statewide Product Approval System and MI9RY-Dade County Not" or Acceptance (INCA), S:VCK HERE. 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1.5/8" to 3- Oil 6" and heights ranging from 4.5116" to 11" Concealed flange version (H USC) available for models having width equal to or greater than 3.9116". 12 )US series hangers Face -mount hangers available in widths ranging from 1-718" to 3- 5/B" and heights ranging from 9-114" to 16". 13 LGU3.25-SOS, LGU3.83-SDS, LGU5.25-SOS Face -mount hangers 14 LU24, LU2e, LU28, LU210 Face -mount hangers 15 LUC28Z, LUC21 OZ Face -mount hangers 16 LLIS series hangers Face -mount hangers available in widths ranging from 1-9/16" to 4- 5/8" and heights ranging from 3" to 10-15116' 17 MGU3.63-SOS, MGU6.25-806, MGU5.50-SDS, MGU6.62-SDS, MGU7.00-SDS Face -mount hangers 18 MIU series hangers Face -mount hangers available in widths ranging from 1.9116" tb 5- 1/8" and heights ranging from 6-15116" to 19 MUS26, MUS28 Face -mount hangers 20 SUR. SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from I - 9/16" to 349/16' and heights ranging from 3-1/1 W to 13-314" Concealed flange version (SURC, SULC) available for all double 2X and 4X models; on y acute flange is concealed. 21 U series hangers Face -mount hangers available in widths ranging from 1-9116" to Wand heights ranging from 2.5/8" to 11-114" FLOM0667-RO AW Product Model. Number or Nama Product DeacrlWan 1 BA series hangers Top flange hangers available in widths ranging from 1-9/1 S' to 7- 118" and heights ranging from 7.118" to 30'. 2 DGBF series hangers Top flange hangers available in widthe ranging from 3-518" to 7- 118" and heights ranging from 9-114" to 24", 3 DGF series hangers Top flange hangers available in widths ranging from 1-112'to 3- 5/8" and heights ranging from 7-114" to 24". 4 DGHF sense hangers Top flange hangers available in widths ranging from 1.3/4" to 3- 518" and heights ranging from 9-1/4" to 24". 5 E05, EG7, EGO series hangers Top flange hangers available in widths ranging from 5-114" to 8- 718" and heights ranging from 11" to 32.1/7. 6 EGO series hangers Top flange hangers available In widths ranging from 3.5/8" to 7- 1/4" and heights ranging from 11-114" to 37. 7 GLS series hangers Saddle hangers available in widths ranging from 3-1/4" to 6-71&' and heights ranging from 8-1/2" to 28". 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114" o 7- 118" and heights ranging from 11"to 37'. 9 HS sondes hangers Top flange hangers available in widths ranging from 1-9116" to 7- 112" and heights ranging from 8" to 30'. 10 HGLS aeries hangers Saddle hangers available in widths ranging from 5-1 /4" to 8-7/8" and heights ranging from 10-1/7' o 28". 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114" to 8- 7/8" and heights ranging from 7-117'to 37' 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 1/8" and heights ranging from 14" o 33". 13 HIT series hangers Top flange hangers available in widths ranging from 2.5118" to 3- 9/18" and heights ranging from 18" to 26' 14 HHSTF series hangers Top flange joist hangers available in widths ranging from 3-118" tc 3.9118" and heights ranging from 5.318" to 13-11W 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9118" to 5- 1/2" and heights ranging from 3-7/16'to 15". Concealed flange version (HUCTF) available for all models having width equal to or greater than 2-9/16". 18 HWP series hangers Top flange hangers available In widths ranging from 1-9/1&' o 7- 1/8" and heights ranging from 5-316'to 28" 17 HWPH series hangers Top flange hangers available in widths ranging from 1-91le" to 7- 1/2" and heights ranging from 5-3W to 37'. 18 ITS series hangers Top flange hangers available in widths ranging from 1-9/16" o 3- 5/8" and heights ranging from 9-1 /8" o 16', 19 JS series hangers Top flange hangers available in width of 1.9118" and heights ranging from 5.3f8"to 7.114". 20 JSA series hangers Top flange hangers available in width of 1-911(Y" and heights ranging from 9-3/1 W to 13.1/8", Simpson Strong -Tie 2020 FBC Approved Products Updated 12IAM20 For direct Inks to all SST approvals toted below, CLICK HERE. For additional Information regarding Florida's Statewide Product Approval System and Man -Dade Canty Notice of Acceptance (1,10A), CLICK HERE. 5 SET-XP Adhesive Anchor for concrete 6 Soong -Bolt 2 (STB2, STB2.4SS, 6TS2-6SS) Strong -Soft 2 Wedge Anchor for concrete available in carbon steel and Types 304 and 316 stainless steel 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THD-HBSS, THD-CS, THD-CSBSS) Titan HO Heavy Duty Screw Anchor for concrete and masonry available with hex head In carbon steel and Types 304 and 310 stainless steel, or with countersunk head in carbon steel and Type 316 stainless steel 8 Titan HO Rod Coupler (TH037634RC, THD50934RC) Than HO Threaded Rod Coupler for concrete 9 Then HO Threaded Rod Hanger (THDB26166RH, THDB37158RH, THD37212RH, Tien HD Threaded Rod Hanger for concrete THD50234RH, THD10212RH) 10 Wedge -All (WA) Wedge -All Anchor for masonry FL#16230-R8 it"Product Model. Number or Name 1 AT.XP 2 ET -HP 3 SET-XP 4 Strong -Soft 2 (ST132) 5 Titan 2 (TTN2) 6 Titian HD (THD-H4SS, THD-H68S, THD-CSOSS) 7 Titan Turbo (TNT) FL#111837-1113 $ffi Product Model, Number or Name 1 X34B101 O-5K, X1 S1016, X181016.4K, XQI S1018, XQ181016.41K 2 XLO114T1224,XLQ114B1224.2K 3 XMQ11481224, XMQ114B1224.2K 4 XQ114S1224, X011481224-2.6K X114SI224. XQ112S1224, XQ112B1224.2K 5 XU34S1016, XU3481016-5K FL#a6320-RO Product Model. Number or Name 1 DSSCB43.5 DSSCS48, DSSC846, OSHS 2 FCB43.5, FC645,5, FC647.5, FC849 5, FCB411.5 3 FPHSD34S1016,FPHS034B1018,FPHSD34B1018-5K,FPHS034S1214, FPHSD34B1214,FPHSD34B12145K 4 LSFC2.25, LSF04.25, LSFC8.25, SFC2.25, SFC4.25, SFC6,25 5 LSSC4.25, LSSC6.25, SSC2.25, SSC4,26, SSC8.25; MSSC2.26, MSSC4.25, MSSC6.25, MSSC4.25KW, MSSC6.25KW 6 RCKW3,RCKW5.5,RCKW7.5,1RCKW5.6S 7 SCB43.5, SCB45.5, SC647.5, SCS49.5, SCS411,5, MSC845.5, MSCB47.5 8 SCS32.5197, SCS62.6/97, SCS82.51118. SCS82.61118 9 SCW3.25, SCW5.5 10 SJC8.25. SJC10.25, MSJC8.25, MSJC10.25 11 SSB3.518 12 XLSH3481414,XLSH7881414 13 XQ1S1018.X01B1016-4K. XQ1S12141 XQi61214-3.51K, X078S1224, X07881224.3K, XQ11451224, X01I4B1224-2,5K, X0112S1224,XQI12131224-2K, X346101e-5K, XI S1010, X1 B1016.4K, X1 S1214, XI B1214.3.5K Product Description AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Adhesive for masonry SET-XP High -Strength Epoxy Adhesive for masonry Strong -Bolt 2 Wedge Anchor for masonry Titan 2 Screw Anchor for Concrete Then HD Heavy -Duty Screw Anchor for concrete available in 304 or 316 stainless steel with hex head, and 316 stainless steel with countersunk head. Titan Turbo Screw Anchor or concrete or masonry Product Description 410.18 Strong -Drive X Metal Self -Drilling, Tapping Screws with ►R3 Drill Point #12.24 Strong -Drive XL Large, Head Metal Self -Drilling, Tapping Screws with N6 Drill Point and Large Die meter Hex Washer Head #12-24 Strong•Drive XM Medium -Head Metal Self -Drilling, Tapping Screws with #5 Drill Point and Medium Dremoter Hex i1i Strong -Drive X Metal Self -Drilling, Tapping Screws with 06 Drill Point #10.10 Strong -Drive XU Metal Self -Drilling, Tapping Screws with #1 Drill Point Product Description Bypass Framing Drift Strut Connector Bypass Framing Feed -Clip Connector #10.18 and #12-14 Strong -Drive FPHSD Framing-o-CFS Self. Drilling, Tapping Screws Sleet Framing Connector Steel Stud Connectors Rigid Knee Wall Connector Bypass Framing Slide -Clip Connector Bypass Framing Connector Head -of -Wall Slide -Clip Connector Steel Joist Connectors Bypass Framing Slide -Clip Strut Connector #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping Screws #10-16. 412-14. and #12-24 Shong-Drive X Metal Self -Drilling, Tapping Screws N Cn -Cu ...-+ C� Q- O C . � Ca U -0 .6-to -t�,or 0- U)C `v O cu Fn O C O Q O 3 O LL- O .N Cn W L_ - --,i O Q Z W J co as -ra > w o � U fs 7 C 10 6.7 N m w a•c c o- ur N CA .O O C3 CC O CC y N Y N W 4 � 3 � eo y or � w c cn � T N 0- C E O O f^ 'J rW ri V `0 O CL CL U ^O CL 0) CU CU L� W Q Z Z Q J a - PASHEET NO. MIAMMLaAL 19AW-DADS COUNW ram PRODVCTCOY47ROL SECT ON 11305 5W 26 Suark Room 208 DEPARTItENTOF REGULATORY AND ECONOWC RESOMC;ESWWR) Mion, Floe 33175-2474 BOARD AND CODE A101313MISTRATIONDMISION TC786)315-2590 FCU)315-2599 NOTICE OF ACCEPTANCE (NOA) *t**1F PGT Industries, Inc. 1070 TechnologF Drive, North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regu;atiew governing the use of coustru c6on mateetiah. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Matui Dade County and Qdw areas where allowed by t!w Au twity Having Jutiadi hen (AHJ). This NOA shall not be valid after the expuation date stated below. The Miami -Dade County Product Ccatrol Section (fa Miami Dade County) androrthe AM (in areas other than Mum Dade County) re erve the right to have this product or material tested for quality assurance purposes. Uthis product or material fails to perform in the accepted manner, the mamofactuner will incur the expense of such testing and the AM may immediately revoke, mo dify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revolve this acceptance, if it is determined byN ami-Dade County Product Control Section tsar this product or material fails to meet the regaire mints of the applicable building code. This product is appcavedas described herein andhas been designed to comply with the Fonda Building Code_ including the High Velocity Hurricane Zone DESCRIMOlti: Series "5957012770" Vinyl Sliding Glass Door (Reinforced) wtwo900 & 13.0 coraws-LML APPROI :AL DOCtW T: Drawing No. MD-5570 #1 Rev B, titled "Viuyi Sliding Glass Door NOA (LW', shhern 1 through 21 of21,prepared bymanuiacturer..- dated 10105il5 and last revised on Q/01+d1, signed and sealed by A. Lynm Mr7kx, P.E.. bearing the Miami -Dade CountyProductControl. Revision stamp with the Notice of Acceptance number and expiation date by the Miamd-Dade County Product Control Section. MISSME IMP ACT RATING: Large and Small Mrsst'le Impact Resistant Limitations: 1. See table 1 (sheet 7) and table 2 (sheet, forapplicable SGD unit sizes, design pressures, reirhforcerumts types, glass types, sill riser (see tables B-1 & B-2, sheets 7-8) and anchor layout sheets requirements in 1 I thru 16- 2. Rigid White PVC, Tan (Non -white) Rigid PVC and Brown coated (Painted or laminated) white Rigid PVC to be labeled per referenced NOA's requirements. 3. Egress operable doers must complywith min clear width or height per FBC requirement as applicable. 4. Pocket walls under separate approval, to be reviewed by Budding official LABELING: Each unit shall bear a pemnament label with the maunfacturees name or logo, city. state and series and following statemear '"Miami -Da& County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has beeano change in the applicable build ing code negatively affecting the performance ofthis product- TERNWDA,710N ofthis NOA will oc cur after the expiratim date or if these has been a misi m. or change in the materials, use, and'ormanufacture ofthe product or process. Nlisuw ofthis NOA as an endorsement of product, for sales, advertising or any otherpugxnes shalt automatic ally trrmml a this NOA. Failure to complywith any section of this NOA shall be cause fortermination and removal ofNOA. ADVERTISE-M EN-f: The NOAnunAw preceded by the words Miami -Dade County.. Florida, and followed by the expiration date may be displayed in advertising literature. If anyportion of the NOAts displayed, then it shall be done in its entirety. LNNSP£CTION : A copy of this entire NOA shall beprovided to the user byflhe manu&ctueer or its disUfttcrs and shall be available Sur inspection at the job site at the request of the Building Official. This NOA revises & rene s NOAlt20-04N.05 and consists of thisp age 1 and evidence pages E-1. E-2, E-3. E-4. E-5 & &6 as well as approval document mentioned above. The subanitted docunhentation was reviewed by Ishaq L Cthanda, P.E. NOA No. 21-0105.03 a Expiration Datet April 1st, 2026 �:•� 7 j , .r n.5. Approval Date:Marei 35, 2021 Page I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EV'IDEINCESU MITTED 2. Evidence Submitted under previous submittal A. DRA ►%1NGS 1. Drawing No. MD-5570.0 Rev B, titled -Vinyl Sliding Glass Door NOA (LK„ sheets 1 throuugh 21 of 21, prepared by manufacturrer. dated 10,V5115 and last revised on 04/22/20, signed and seated by A_ Lynn Mr71er, 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) Large Missile Impact Test per FBC. TAS 201-94 5) Cyclic Wind Presses Loadingper FBC. TAS 20394 along with marked -up drawings and installation diagram of all PGT Industries, Inc. representative units listed below and tested to qualify Dow s0 791 and Dowsil 983 silicones. prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-7897, PGT PW5520 PVC Fixed Window: (unit 6 in proposal), dated 09103,14 FTL-20-2107.1, PGT SGD780 Ahiminrun Sliding Glass Door (unit 7 in proposal) FTL-20- 2107.2, PGT CA740 Ahem Outsw ing Casemeat Window (unit 8 in proposal) FTL-20- 2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4. PGT PW7620A Aluminum. Fixed Window (unit 10 in proposal) dated 07113/20, all signed and sealed by Idalmis Ortega. RE. C. CALCULATIONS 1. Anchor verifscation calculations and structural analysis .complying with FBC 7tk Edition (2020). dated 0422/20, prepared by men ufaciuier: signed and sealed by Anthony Lynn Miller, F.E. 2. Gluing complies with ASTM E 1300-0r4, -09, 42 and -16. D. QUALITY- ASS AtANCE Miami -Dade Department of Regulatory .and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.19-0305.02 issued toKurarav Ainerica. Inc. fortheir "Trosifolt Ultraclear, Clear, and Color P%7B Glass Interlayers". expiring on 0710824. 2. Notice of Acceptance No.17-0808.02 issued to Kuraray America, Inc. for their "Sentti,Glast (Clear and' lbte) Glass Inters yni", expiring on 07/04M. 3. Notice of Acceptance No. 18-1106.10 issued to Vision Ext udons Limited for their "Brown Coated (Panned or Laminated) . White Rigid PVC Exterior Extrusions for Windows and Doors". expiring on 09/30,24. 4. Notice of Acceptance No.1&1106.11 issued to Vision Extmsio ns Limited for their series "VE 1000 Tan 202 and lighter shades (Von-V3'hite) Rigid Cellular PVC Exterior Extrusions for MIndows and Doors". expiring on 12,129t21. ' 1� i f f oil l' Ishsq I. Citanda, P.E. Product Coairol [;nit Supervisor NOA No.. 21-4209.03 ExpiratioaDant April14,1026 Approval Date: mareh 2;, 2021 E4 _,._, N PGT Industries. Inc. PGT Industries, Inc. 2 ccO D:)- OF ACCEPTANCE; EVIDENCE SUBMITTED PGr Lhdnatries. Inc. OF ACCEPTANCE: EVIDENCE SUBhQTTE.D p s_ � C to -0 � NOTICE OF ACCEPTANCE: EVIDENCF SUBMITTED v G? Cn d? 1. Evidence submitted under previous NOA D. QUALITY ASSLTRA NCE e = CU � A. DRAGS B. TESTS (continued) 1. Miami Dade Department of Regulatory and Economic Resources (RER)_ a)-0U C) ,� 1 _ Mannufactuuees die drawings and sections. 5. Test report on 1) An Infiltration Test, per FBC. TAS 202-94 0 �- (Submitted under ?40A. a 11-0107 04) 2) Uniform Static Air Presmve Test, per FBC, TAS 202-94 E. MATERIAL CERTNICATIONS a 3 O L.L 2_ Drawing No. MD-5570.0, titled "Vinyl Sliding Glass Door NOA aM', sheets 1 3) Water Resistance Test, per FBC, TAS 202-94. 1. Notice of Acceptance No.1S-0528.14 issued to Vision Extrusion Limited for their CU 0 - CU through 21 of 21, prepared by manufacturer, dated 10,0545, with revision A dated 4) Large Missile Impact Test per FBC, TAS 201-94 "Tli 'Me Rigid PVC Exterior Extrusions for Windows and Doors". dated 08.43/15. � � � O 0 04105/17, signed and scaled by A. Lynn Mt7ier, RE. 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 expiring on 09130119. L_ Cn CD L_ 6) Forced Entry Test, pa- FBC, TAS 202-94 2. Notice of Acceptance No.16-0920.08 issued to Vision Extrusion Limited for their "V-E = CU "102 -IS Q. B. TESTS along vnthmarked-up drawings and installation diagram ofvmyl sliding g1m door, ,prepared 1060 Tan 202 and tighter Shades (Non-R7tine) Rigid. PV-C Exterior Extrusions for � � .� U) <[ 1- Test report on 1) Uniform Static Air -Pressure Test, per FBC, TAS 202-94 by Fenestration Testing Lab. Inc., Test Report No, FTL 8549, dated 11/06115, signed and M indows and Doors", dated 12/0.8/16, expiring on 1229A21. 2) Large Missile Impact Test per FBC, TAS 201-94 sealed by Idalmis Ortega, P. E. (Test report revised on 12/04/15 and 02111116) 3. Notice ofAcceptance No.15-0528.15 issued to Vision Extrusion 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 Brawn Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 Windows and Doors", dated 08113/15, expiring on 09130119. by Fenestration Testing Lab, Inc.. Test Report No. FTL 9717, dated 12J07115, signed and 3) WaterResistauce Test, per FBC, TAS 202-94. 4. Notice of Acceptance No_ 16-0712.02 issued to ENERGI Fenestration Solutions USA, sealed by Idalmis Ortega, P_ E. (Test report revised on 02115fM and 0224/16) 4) Large Missile Impact Test per FBC, TAS 201-94 Inc_ for their *`TAN 3040 and Lighter Shades (Non-R'hite) Rigid PVC Exterior 2. Test report on 1) Air Inffluation Test, per FBC, TAS 202-94 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 Extrusions for Viludow•s and Doors" dated 09115/16, Wiring on 0204121. ?) Unifaum Static Air Pressure Test: per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door* prepared 5. Notice of Acceptance Na.16-0712.04 issued to ENERGI Fenestration Solutions USA, 3) Water Rye Test, per FBC, TAS 202-94- by Fenestration Testing Lab, Inc., Test Report No. FTL 8552, dated 121"'15, signed and Inc. for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior 4) Large Missile .Im act Test per FBC, TAS 201-94 sealed by Idalmis Ortega, P. E_ (Test report revised on 074512016) Eztt•usions for i37ndows and Doors" dated 09/ 15116_ expiring on 04i 16/20. 5) Cyclic Wind Pressw a Loading per FBC, TAS 203-94 7. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 102 -94 6. Notice of Acceptance No- 16-0712.03 issued to ENERGI Fenestration Solutions USA, 6) Forced Entry Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 Inc. for their "V'4Ue Rigid PVC Exterior Extrvsions for Windows and Doom" dated along withmarked up drawings and installation diagram of vinyl sliding glass door, peepared 3) Cyclic Wind Pressure Loadingper FBC. TAS 203-94 09/10117. expiri on 0128118. by Fenestration Testing Lab, Inc., Test Report No. FTL 9546. dated 1 lAW15_ sued and along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared 7. Test reports No(s). 10-002-792(A), 10-06-M0527, 535753-09. per ASTME-84. sealed by Idahvis Ortega, P_ E. (Test report revised on 01104/16 and 02,11/7-016) by Fenestration Testing Lab, Inc., Test Report No. FTL 6638 (san4des A-1 thru A-22), dated ASTND 1929 and ASTUD-635. issued by EXOVA to Vision Extrusion for cellulosic 3. Test report an 1) Air Infiltration Test, per FBC, TAS 202 94 11,/19,10, signed and sealed by Jorge A. Ca=, P. E. (Submitted under.,V0_4 Xo.11- composite material 2) Uniform Static Air Pressure Text, per FBC, TAS 202-94 0107 04) (Subnttnted under AW 41%lo.11-010.: 04) 3) Water Resistance Test, per FBC, TAS 202-94 8 Test report on 1) Air Infiltration Test, per FBC_ TAS 2(2 94 8. Notice of Acceptance No.14-0916.11 issued to Kutaray America., Inc. for their 4) Large Missile Impact Test per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 "SentryGlast (Clear and White) InterLnver ". expiring on 07104/18. 5) Cyclic Wind Presswe Loading per FBC, TAS 203-94 3) Water Resistannce Test, per FBC, TAS 202-94. 9. Notice of Acceptance No. 16-11 I7.01 issued to Kuraray America, Inc. for their 6) Forced Entry Text, per FBC, TAS 202-94 4) Large Missile InVact Test per FBC, TAS 201-94 "Tresifolt' Ulwaciear. Clear and Color PiB Interlayers". expiring on 07-08'19. along with madwd-up drawings and installatioa diagram ofvmyl sliding glass door, prepared 5) Cyclic Wind Preesswe Loadingper FBC, TAS 203-04 by Fenestration Testing Lab, Inc., Test Report No_ FTL 5147.. dated 12/04115, signed and 6) Forced Entry Test, per FBC. TAS 2W-94 F. STATEINIENTS sealed by Idalmis Ortega, P. E. (rest report m ised on 02115.46) along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared 1- Statement letter of conformance withFBC-511 Edition (2014) and FBC-60Edition 4. Test report on 1) Airinfiltration 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 08/14/17, signed &sealed by Lynn Miller, P.Er 2) Uniform Static Air Pressure Test, per FBC, TAS 20?-94 11106110. signed and sealed by Jorge A- Canso, P. E. (.Submitted Hider A10A Va. Il- 2_ Statement Idler of no financial interest. dated 04/1 &117, issued by nna rufacttmr, signed 3) Water Resistance Test, per FBC. TAS 20294 0107 09) & seated by Lynn Miller: PE_ 4) Large Missile Impact Test pet 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. CALCi7I.ATIONS 4. RER Test Proposal No.17-0387, dated 05/05/17, signed by Ishaq Chanda, P.E. 6) Forced Entry Test, per FBC, TAS 202-94 i _ Anchor verification calculations and structural analysis, c:ompiying with FBC-2014, along with marked up drawings and installation diagram ofvmyl sliding glass door, prepared p by FGT, dated 12A0911Sand last revised urn 02M15,'lb, signed sad sealed by G. OTHER by Fenestration Testing Lab, Inc., Test Report No. FTL &�#S. dated 12104115, signed and AnthonyL Miller, P.E. (Subinkled rrrtderllG►.�1,'►=rr.1S 1110.01 . 1. Notre of Acceptance No. I5-1210.81, issued to PGT Inmdulstxies, for thtnr Series sealed by Idalmis Ortega, P. E. (Test report wised on 01A A16 and 02111/16). 2. Glazing complies with ASTME-1300-09. "5570/2770" Vinyl Sliding Glass Door (Resnforred) - L.ALL", cgmngg on 04/14,121 _ r r 1skaq L C u ads. P.E. Product Control Unit Superrisor Islsaq L Chsads, P.E. Product Control Ush Supervisor j !: tv+ } �f"r n- • Uaq L Cimada, P.E. 'Unit Product ControlSupervisor c NOA tin. 21-020s.03 NOA No. 2I-0205.83 NOA No.'.I_020:+.03 Expiradoa Daht April 14, 2026 Expiration Dann April 14, 2021 Expiration Date: April 14,1026 tn o u Approval Date: Mauch 26, 20N Approval Date: 11arch 26,1021 Approval Date: Marc& 29, 2021CL o E -3 N o m ac c�a N 61 O >C a, d 40 Otj 3 � io # u o> a .T >. E � CGI Windows and Doors, Inc. PGT Industries, Inc. o a o NOTICE OF ACCEPT4NCE: EVIDENCE SUBMITTED NOTICE OF ACCEPT U CE: EVIDENCE S17BhflTTEI) E. 3 ATERLAL CERTIFICATIONS (continue) 3. New Evidence Submitted 5. Quan= Part Super Spacer Standard complying with ASTM C518 Tkrmal Conduucthity 0-881 BTU -roll'' hr.-W- F, ASIM F 1249'WVTR Pass, ASTM D3985 Oxvvgett-Pass, ASDA E A. DRAWINGS 2190 I.G_ Durability -No Fog -Pass. (Submiftred under pretl us 0A .Mo.1 S-0 t09.0S) 1. Drawing No. 3fD-5570.0 Rev- B, titled "Vinyl Sliding Glass DoorNOA aW. sleets I 6. Quanex Part Dw•sseaD complying with ASTM C518 Themnai Conductivity 2.22 BTU-inA through 21 of 21- prepared by manufacturer, dated 10105/15 and last revised on 02/0121. silk and sealed by A_ Lynn Miller, P.E. hr_ ft%*F, ASTM F 1249 WVIR Pass. ASTM D 1434 Argon Permeance-Pass, ASIM E Note: This revision consists replacement of snore existing installation screw with flat head_ 2189 I.G. Durability No Fog, ASTM E 546 Dew Point Devneloptument -20°F in 48 his- (Subm (fled under jV0_4 Xo. 1 S-0409.05). 7- Vision Extrusions- Ltd- Parts complying with PVC-AAMA 303-13, Voluntary Specification B. TESTS for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Exi midms, Ltd. -v'EX-I by 1. None- AAMA Fenestration Exterior Profile Piograau. (Submit ed weeder lt'0.4 Xa 1 S- Certification 0409.#$) C. CALCULATIONS $_ Vision Extrusions, Ltd_ Parts complying. with PVC-AAK4, 303-13. 1_ Norte. -6-0 (Subntitred render X0.4 No. IS-005j � (1)9_ PVC-AAMA 303-13, Voluntary Specifrcati�on for Rigid Polyvinyl Chloride (PVC) Exterior D. QUALITY ASSCTRANCE Profiles for Vision Extrusions, Ltd.-VEX-1 by AAMA Fenestration Exterior Profile 1. Miami -Dade Department of Regulatory and Economic Resources (RER)_ � U) Certification Program. 10. Notice of Acceptance No. 18-1217,14 issued to Energi Fenestration Solution, USA. Inc. for E. A ATERIAL CERTIFICATIONS co their "Tan 3040 & light shade (non -white) �bire Rigid PVC Exterior Extrusions for 1. Notice of Acceptance. No.19-0305.02 issuer! toKurara` America, Inc. fortheir > Windows and Doors", expiring on 02AK21. "Trosifolt L ltraclear, Clear, and Color PVB Glass Intedayers". expiring on 07/08124- CU (> 11. Notice of Acceptance No_ 18-0122.02 issued to Enemgi Fenestration Sohition, USA, Inc, for "%rite 2. Notice of Acceptance No.17-0808.02 issued toKuraray America, Inc. fortheir > Q their series Rigid PVC Exterior Extrusions for Windows and Doors", expiring on "SentrrGlast (Clear and Al te) Glass Interlavers", expiring on 07/04123. CL 02P2&/23. 3. Notice: ofAcceptance No.18-1106.10 issued to Vision Extrusions Limited for untie "Brown O Q 12. Notice of Acceptance No_ 20-0203.03 issued to Energi Fenestration Sohrtian. USA, Inc. for Coated (Painted or Laminated) Fig hite Rigid PVC Exterior Extrusions for Windows_ their Bronm .fir light shade cap coated White Rigid PVC Exterior Extrusions for and Doors", Wiling on 09/3024. Windows and Doors-, expiring on 04/16!25. .1_ Notice of Acceptance No.18-1106.11 issued to Vision Extrusions Limited for their series "V'E 1000 Tan 202 and lighter shades (I on-1%lbe) Rigid Cellular M.-C Exterior � F. STATEMENTS Extrusions for Windows and Doors'°, expiring an 122921. () 1. Statement letter of conformance to FBC 7'a Edition (2020), dated 042120, issued by s- 0- manufacturer, signed and sealed by Anthony Lyra Mille. P.E. F, ST ATE3MiEN TS 2. Statement letter of no financial interest and of independent, issued by mamfacturer, dated 1_ Statement Latter of conformance to FBC 7a Edition (2020), dated 02101:21, issued by CD 04118t20, signed and sealed by Anthony Lynn Miller, P.E. mm 'actu rev: signed and sealed by Anthony Lynn Miller, P.E. U) 3. Private Labeling Agreement document between PGT. dated 0330115 and signed by all 2_ Pm -ate Labeling Agreement dated 010 121 between. PGT industries, Inc. and CGI Ca involved parties, Windows and Doors Inc., signets by Dean M. Ruadr, P.E., V.P. Engineering, on behalf of U m both units Q G. OTHERS 1. This NOA revises NOA# 17-042( 06 (PVTwrC-GI) and updates to FBC2020 (7* Edition), G. OTHERS Wiring 040-101- 1_ This NOA revises & renews NO.A# 20-0429.05 (PLA w/CGI); expiring "(14I26. 2. RER Test proposals #19-1155 dated 01 / 1020 approved by Ishaq I. Chanda_ PE, expiring 2. The cummi associated PLA CGI file #t21-0205.0L expiring 04i 14126. O �- 0411421. Uj ishnq L Cl► mda, P.E. Isihaq L Claada, P.E. Z Product Control Unit Supervisor Product Coated Unit Supwriser Z NOA No. 21-0205.03 X0A No. 21-0205.03 Expiration Date. April 14, 2026 Expiration Dace: .April 14,1026 J Approval Da to: Marek 25,1021 approval Daprei March 2R, 1.0:1 d E-3 E-6 SHEET NO. August 10, 2022 PA 1 4 a MIAMId]ADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 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) 313-2599 NOTICE OF ACCEPTANCE (NOA) www.mia-in i4ade.zo—vd— onomv Cast -Crete USA, LLC 6324 County Road 579 SePfner, Florida 33584 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the 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 this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: 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", 6" & 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, 2019, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. 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. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4 and E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Heimy A. Makar, P.E., M.S. cam =AM p NOA No. 20-0630.15 Expiration Date: 09/11/2023 08AO )to 2 o Approval Date: 08/20/2020 Page 1 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 08108,117, 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 I of 1, prepared by Craig Parrino, AE., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019. B. TESTS 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> a my 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 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 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 ", 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on 4 ", 6" & 12" Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2, Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino. P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details" sheet I of 1, 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 Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance ice. E. MATERIAL CERTIFICATIONS 1. None. clmy A. Makar, P.E., M.S. Proclinct Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-1 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 L 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, 2020 Edition, issued by Cast - Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P. E. y9 tgzk�f Helmy 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-5 N L O'_ L 2 Cast -Crete USA, LLC Cast -Crete USA, LLC Q O ..� NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED .� = tv U cu N io -0 O _v Q 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 L- a) A. DRAWINGS A. DRAWINGS C 0 LO 3 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of M 0 O }, k.—. M 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " C)> LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets 1 Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all 'Cn N E Q through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P.E., on 08119114. � .a) O Q revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on �-- to Q March 22, 2012. B. TESTS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None. F. OTHER F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. A. DRAWINGS B. TESTS 1. None. 1. None. B. TESTS C. CALCULATIONS 1 None 1. None. C. CALCULATIONS D. QUALITY ASSURANCE 1. None. 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. None. E. MATERIAL CERTIFICATIONS F. OTHER 1. None. 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. t 16 ^ elmy A. Makar, P.E., M.S. ' elmyA. Makar,., M.S. WOO Product Control Section Supervisor Product Control Section Supervisor o NOA No. 20-0630.15 NOA No. 20-0630.15 n Expiration Date; 09/11/2023 Expiration Date: 09/11/2023 Ln > W Approval Date: 08/20/2020 Approval Date: 08/20/2020 N a � = E-2 E-3 C= � o x 6L G- N � O i Q 3 O N 47 N R- O -O C U Q 3 3 i � as O O d t.f O Cn Sr_ E z CU CU > 0 CL O CL Q V L_ L CU m O L CU LU � C a z J z Q J a SHEET NO. August 10, 2022 PA 1n5 Z I ILI ECCJ INC. TILLIT TESTING 6 ENGINEERING COMPANY VVA- TRR A. TILLIT, IR., P.E.. tilleGaC£yeGJLCOM r r.1_ LR.11N A IT L M Pl K A. Laua„a N,i 00n6'IY PRODUCUVALVATIQN B_ TIM REPORT NO.: 20-072e.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Glubal-P_roteatlon Products LLC, 4800 S.W. 51 Street Davie, Florida33314 L PURPOSE OF.EVALUATiON: This is a Product Evalualion Report Issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61G20-3, Method I of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance In accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at bast equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect Its limitations and conditions 2.._EVIDEN9E SUBMITTED: 2.1.. RSDUCT EVALUATION DOCUMENT (P.Il Drawing No. 20-176, tilled "20 (SAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by Tilteco, Inc.: signed and sealed by Walter A. Tlllit, Jr., P.E.; dated 07/28/2020. This drawing is an integral part 1glUNS Evaluation Report. `s44, ole Ii,R A, T/z If,,,r�� a`��. '.,OCENSF'•.0 <--- - - No 44167 %' r -s .., Yk /* i %r5S �\,y 6355 N.W. 36th Street, Suite 305, Miami, Florida 13166 - Phone: (305) 871-1530 - PtiTFN�tl; ,lvc l T•ROOUC'1' ill'AI,,U,9,.T^I.QPI_Et PILI1t11Y(1..i0.-DiiLU 2 22 TEST REPORTS: Large missile impact and fatigue load tests were performed under Protocols TAS 201. 203 as per section 1626 of the Florida Building Code, Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering 8, Testing, Inc., Reports # 96-569 dated 08/09/1996, #96-570 dated 0911811996, #96-T30 dated 0912011996, all three signed and sealed by Hector M. Medina: P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/1611998 and # 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2009, signed and seated by Edmundo Largaespada, P.E. and Henry Hattem. P.E. Tensile test report No. 9CM-197 oy QC Metallurgical, Inc., dated March 13, 2009. signed and sealed by Frank Grate, P.E. 2.3, STRUCTURAL ENGINEERING.CALCULATIONS: On 20 Gage Galvanized Steel Storm Panol for maximum panel length vs_ design wind load. as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1616 Of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 11103/08 and 03/12115, signed and sealed by Walter A. Tillit, Jr., P E. 3._MISSILE IMPACT 3ESIS CE Large missile impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4. WIND LOADS ReSISTANNGL- 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as Indicated on sheets 8, 10, 14, 15, 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.ED.), drawing No. 20-176. Maximum Anchor Spacing shall be as indicated on shoots 8, 9, 10, 11, 14, 15, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20.176. 5,JN5TALL.ATION; Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as Indicated on sheets 8, 14, 16, 25 and 26 of 26. of Product Evaluation Document (P.E.D.), drawing No. 20-176. rz * ,,\r, SF .;Q Ilk F -- -1 I-;----FIb:�4167 �( `- �� , I s STATE OF Lr r' .,,,F,ps /QI "AIL- ,��� �r GENERAL NOTES: B 3) N CASE Thar PKrAS-T S10K. ON PRECAST CONCRUL PANELS. STUCCO OR WOW BOARDS RE FOON6 ON THE O" raR m DWDE_illlatl$O�.Mrall"L1liiCi) EXISTING WAIL. ANCHORS SHALL K LONG ENOUGH TO RGYS( THE MAIN STRUCTURE BEHIND SUCH PANELS. ' SOft PANEL SHOWN ON THIS PRODUCT CIIALU1TgN OoCUMENt (PE.D) HAS BEEN VCNi('IFLI (OR rOAEF4UA CF IN ANCHORAGE SHALL BE AS MENTIONED IN 8.1) ANL) W 8.2). AGCGROINCE WITH THE 2020 (71N EDITION) OF THE nDRIDA BUILONG CODE. (C) TO_, WSOhG_BQOOAMYN, $MQML..b rD ::_I. SL'J•i_ANI - 1/4.0 TAPC'PN ANCHORS. AS MA OFACtUREC1 BY I I W BU LD01, INC DESIGN 'INK LOADS SHALL Bc• DETERMINED1A5 PEROIC SECTIONWHF 1620 IRK ABOVE MLNT+ONFD CODE, INN-10 PANELMATE FEMALE IO AND PANELMATC PLUS ANCHOR$ AS MAHUFAMFKD W FFCO CONSTRUCTION PRODUCTS _ FOR A WINO SPEED AS REYxX(tfD BY HNC aUNIS01CigN WNFRE THESE $Hl1RER$ W41 BE VAST AND SE FOR A UNf Ci1U!UIIT'rAC10R W4-0.95. USINC ASCE 7-16 AND SHALL NOT EXCEED /ME MAXIMUM A.S�O) - 1/+"0 lAl: SCREWS PER 4.0.5. DESIGN PRESSURE RATIOS INDICATED ON SHEETS 7 THRU 12. 14, :5, Ia. 19 a 70- I- 7P6'• r 5/6' WOOD SUSHW, A6 DISTNBUTED BY ALL POINT SCREW, BOLT a SKCNLrY CO N ORDER 7o VERIFY THE ABOVE CONOOKIN, INTIMATE 0044 WINO LOADS DrTF, MNFD PER ASCE 7-16 C.1) MINIMUM THREADED PENETIAMN INTO WOW CV IAPCON ANCHORS SALE BE I 1/2- AND 2' FOR ELCO PAMM"TE PLUS SHALL % FIRST REDUCED IC A.SD. DESIGN NANO LOAOSBY YULHIrLYNG tHfM BY D6 IN ORDER 70 " PAMIMAE FEMALE 10 COMPARE THESE We MAX (A S.D) DESIGN PRLT41IRF RATINGS "CATEC ON SHEETS 7 THRU 17, 14, 15 Ia. ,9 a 20 ION LAC SCREW E WOOD UNI. 6E ' 1 1 O IY•RF.AOED r TM Ai Ill M ..Y MINNUM AFINTO N ALLOWABLE PENE7RAt1oN INTO STUf,CV 5NN., OE CONSIDERED AS PARR OF THE AEOUIRED 1HPEMCt PL'Nf IRAPOIN STUCCO 0 S REQ THREADED 1 S ORDER t0 VERIFY 405 AS ELMS TAN THIS PC AS TESTED WERE NW f?RN 5fI0 WOO, A 33R HEN DETERMINED STRESS FQR WING L(14D5 WAS aDt IJ5C0 N THEIR ANALt'SiS. FASTENERS SPACING 10 WOOD FINS BEEN OErfRMNED W ACCORUAWE WALL N.O.S Iwo, C3) MINIMUM EDO( DISTANCE. OF LAC SCREWS, INTO WOOD SHALL BE AS INDICATED IN THIS ORANNC STORM PANEL'S AUYOUµ'T FEW. IMPACT AND WIND RESISTANCE KAS BEEN VERFIEG IN AC409Dµ(CE WITH SECTION 1626 0E CA) YMMIIM PENETRATION OF *GOD RUSHING SIN(., BF. S/A' I/4• •-ZO SCREWS VSEU 51W1 B! , I/2' LDNC Mr9MUM THE ABOVE MENI10NS) Coot AS PER MWRICANE (TIGINEERING a TESTING INC. AEPORTS 9a-569. 96-STD a 96-T30 AND FENESTRATION TESTING UB INC.. REPORTS /2032 a 02126 . AS PAOrOCOLS TAS-201, TAS-202 AND TAS-203 SHOULD STUCCO EXIST. AND I' MINIMUM FOR WALLS WITH NO STUCCO 'T 1 1FLORIDA• 1 1- S 1 1 T ^ AN TA WELL St AMENICNN TEST .tM Of SUIITf RO RDA REPORT /Di 90 09. A PER AS 2O AS 20e U C3) N CASE DINT PRCCASI 570NL. OR PRECAST COADRFTE PANGS. STUCCO OR WOOD BOARDS BE FOUND ON THE L7t0m, TAS70_ STANDM03 WALL, ANCHORS SHALL BE LONE ENOUGH TO REACH THE MAN STEIN IW( 6E)NND SUCH PANELS, UNINuM 117RUSi $ ELT 3-T6 Or AND TEMPER uN S OrHERN Hotta) st 5H 2 KL 1W E .ON M 60a ALL Lf S 5t NO ) E En 2 A r IN 1 4 ( ANC/OPK,E 131HN,IL rR 5 MEN KNEE• C ) C.T ♦ C ) 1 ALL ALUMINUM SHCR METAL USED At CLOSURES :HALL HAVE S05-H14 ALLOY. (U) ANCHORS SHAII BE WSTALIED rOLLOWNO AL OF IRE NECOMYfNDATIYN$ AND SPECIFICATIONS OF THE ANCHORS MANIWACIUPEN •µ1 STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL a1AVTY STEEL. 0.5fM A-66.I GRADE SO Y.n1MW. G-FA a. PANE15 MAY ALSO BE INSTNILD NOMZ(X/[NI'M i0,L0NG INSTALLATION DETAILS SHOWN ON SECTION) IHR(XIGN IO r5MEi75 + .Y GA.VANQCD STEEL CCSIGNATION W/rY 56.3 NE, (AFTER ROLLELI). IHAWGH a) EXCEPT 1441 HEADERS (Z a ® SHALL NOT BL USED ' ALL SCREWS TO 6F STAINLESS SIM 304 ON .310 MST XRRS OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9 A SHALL BE THE RESPONSIEtIrr OF THE :ONfAµTOR IO VERIY THE SOUNONESS Of THE STRUCTURE WHERE SHUTTER rS TO BE - N N N I r COMPLY FLORIDA u / 50 w>v Y1f.L0 STREMG7M AND 90 NeI TE SLE STRENGTH M Sl/tl COM L W/ 6UNDNC GOOF ATTACHED tO INSURE: PAGWCN ANCHORAGE INK SHUR'ER 5HA:1 UNIT IB ATTACK[) 10 CrrNRn[ BLp:;K OR W000 (I.WR ION 7 St GTWN 241` 3.34 M140ING5. I BOLTS TO BC A51M A X7 GALVANIZED STCEL. OR AKI 504 SERIES SINNLL.SS %ML WITH 36 IW, MINIMUM "I" SIRENGIH 10. EACH REGVLAP STORM PANEL MITI LERr1HS OYU W-a THROUGH 12' 4'. M PER SECTIONS 6, a. 9 A 10 AMC ALTERNATIVES 9W. T ANCHORS f0 wA11 3N/ALl BE AS FDupW; 9w a 10W ON }HEFTS S. 9 A 12 RESPECINEI+. SHWA HAVE A LEGIBLE AM READILY VISMU MARKING wSTRUCTING OWNER OR (fINI,NT TO SECURE PANELS Want APF41CMLF RCNFORCEMENT DURING PERIODS OF HURRICANE WARPOW, (A) lCL_EWn) 6 E'QUB1t0r.QWAEIE 11 11.E INSTALLATION GONtAM710" 15 to SEAL/JIVLK ALL SHUTTER CUMPONFNI FPCES WHICH ADAAIN IN CLWITIMUOUS CONTACT WYIH - 1/4'e TAPCON ANCHORS AS MANUFACTURED Or I I OF BIALp.X. INL (YI1• C' 3192 PA,) THE BUILDING TD PRIIrCNI WN0/AMA NTRUSION. - (/4' 4 A 7/9" LA" -IN ANCHORS, AS SIMUFAITJRED BY EtWALT INC (MIN. 1'e-SON) 0.AI.) - I/4-e , 3/4" SOUlt ANCHORS, A5 DISTRIBUtEO BY ML POINT SCREW. ROTT A- SPECIALTY CO. 12 STORM VANL1- INSTAl1AT10N SNWl COMPLY WITH SPECS NUIUfFO Ih THIS DRAWING PLUS ANY BLIILDONG AND SONIND NCCUUTION$ PROW(AD (Min. 1•t-3000 P-a.I.) Fit THE JURISDICTION WHERE PERMIT IS APPLIED TO - /14-10 FANIIAMtr FEMALE IO a PANFLUATI PLUS ANCHORS. AS MANUFACTURED BY o.00 CONSYRU"Ohl PRODUCTS 1.1 (A) TADS PINDDJL'I EVAi DOCUMENT (PED.) PREPARED W tnK ENCNCER IS GENERIC ANU M.M NOT PROWDE MrC"tK* (MIN 1't 1350 Per.) FOP A VIE SPECJi'IC PROJCCY, re. WHERE FIC SITE CONUNION, DE"Tr FROM THE PC:I - 1/4-e Cf TM-0" ANCHORS, A5 MANUFACTURED On TRU-rASt CORPORATION (f' -3600 Pa.r) CONIRKTOR TO BE RESPONSIBLE FOR INL SELECTION, PIIRCNSE AND NSTALLA'tom WCLLDRNG LIFE SAFM OF THIS PRODUCT A1) MNIMUY EMBEVMf N7 OF TAPCON ANCn10p5 INTO PoUMD CONCWCIE SPA, BE I 3/i'; 7' FOR PAAA1.ANl► FEMALE BASED BASED ON ,H13 P.E.D. PROVIDED HE/SIC DOES NOT OCAATT rKM THE CONDIYIONS OCTAAR) ON THIS DOCUMEM 1 4' F ' 7 -OIaP - 10 AND PNICYN TF' PLUS AND I FUR C M ANCHORS I A [ 1 / ')R TON SAFETY , SITE 19 1 C TRACTOR' .DONS RII IIY COMA IIC HE Orl S NE A2) CMJL-M IS SOUD-SE1 ANCHORS SHALL HE EMBEDDED F/a• Nt0 THE POUNCE, COMCAEIE NO EMBEDMENT INTO (9) iHK PRODUCT EVALUATION DOCUMENT Mit RE LONSIDERM INVAW U MOD -MID STUCCO SM P MITI 1 4. 4- D 1 1 MW M SHOULD STU(OW 1ST EA ED / 2 SCREWS USED SHALL BC /2 IONC MV EI WI'ALL F NO 1' MINIMUM FOR Wµ45 WITH NO SIVCCV. AND MAY RE- HEADED A:NENS OR Ml TINNGD[D SCREWS W/O 1+1'A0 (d) SITE $T+CCFIC Ncoptu S K PREPARED BT A FLORIDA ENsaf OP ARCYRECT WHICH WILL RCONE TINE ILL BErRCP NN1 WTfM WIND HER$ PROPEER SE RF (E.O.ft) (O Mf i'iRECOR AND FOR THE O*.) WILL BE INO THE PROPER u9F p THE P.E.O. CN(.'YNFZR OF RECORD, 1[tNG AS A pE1EGtC0 FNGINCLF ro nR: DELEGATED ENGINEER 43) IN CASE TFAI MECA.St STOIC. PRECAST CONCRETE PANELS. PAVERS. STUCCID OR WOW BOARDS IR FOUND ON; THE P.E.n CWGINCEA, SHALL SUBMIT 10 THIS IAMFR THE SITE SPECIFIC DRAWINGS FOR RYRW EXISr1NC WALL OR FLOOR. ANCHORS SHALT UE LONG ENOUGH TO REACH THE MAN STRUCTURE W_-INV SUCH PANELS ANCORAGI: S/VLL. BE AS MENTIONED IN AI) AND N A2). I+) THIS P.G.D. SHALL BEAR 1ME DATE AND ORgNAL SEAL AND 54MTURE Of tHE PROFESSIONAL ENGINECR OF RCCMRO THAT PKPAREO IT EXISTING tyN`WFr (B) ID��C .[HORS YA bfMANUF ICTURED 14 SHUTTER MANUFACO I SE RR LOOTED ON A AUD0.r - 1/4' F TAPC'0N ArKHDRS A; A ,CODE. Al STORY 1 1 M. 8DCWA%. TIC ACCORDANCE TI UILDIN MAED AC SHALL Fit PLAP D OREVERYWITH SECTION 1. TO 0 i FLORIDAWITHEC BUILDING COOP. ONE LABEL M, SHALL PE PULED FOR EVERY OPLNNG W±EI )NO TO C.pYPLr WITH SECTION I109,P 2 p THE 5 - 1/4' X A 7/e' CALK-LN NCHORS, AS MANRSUn REG 6Y DPOINT HNC (MEN. F1�At SP IALty - 1/4'e X 3/4" Slt(q-SET ANCHORS. AS OTSTRIBldtE9 Br ALL POINT SCREW, DOI.t a SPEf.IµtY CO. 1'LVHILW 3UtLOWG C00[ (MN rc law P e ) tHK DRAWING SNIVEL ONTY BE USED TO U D TO - Ito 10 PANFLANtt FEMNf W AMC PANELMAIL PLUS ANCHORS. AS MANUFACTURED By ELCO COMSrKKT,ON OBGIN PFRMTS W THE STATE RIDA PRDU tS (MIN F,e2071 p,T.) `tN,,,110111NiFFM,W I (4' a OF AP -GRIP ANCeMAtS. AS MANVFACTUPfO BY TRU-FtiT CORPORATION ,AV �rCIY ,, .... 8 TN MINIMUM EMBEDMENT LN IAPCON AM'HORS. ELCO PANELWATES AND Of (AL, --GRIP ANCHOR, INto THE f P JC ' T'I- rLORIDA BUILDING CODE (High VelocityNutftcOne Zone) BLDCX UNIT FRIALI. BE 1 1/4- 4 - P2Mo AtiLO. INL' ' 20 GAGE GALVANIZED STEEL STORM PANEL IFIrr NO. 4 167 9.2) CALK. IN a SOLO -SET ANC14M SHA,I. BE EMBEDDED T/6" INTO ME CONCRETE O,OQX UNIT NO �: __ _ _ _ ---- -- - "nvNla INTO SIUCCG SHALL BE PCRMIfTLD 1/4• P--20 SCREWS USED SOAL BE 1 1/2- LONG MINIMUM SHO SI'111Ia -:���__ / LOBAL PROTECTION PRODUCTS LLC. _ c / -.--I!!- ._ L EXIST AND 1' MINIYUN ctlR WAU4 WTH NO STUCCO. i ,', STAT OF IL E C O ,. C. .am fe a1 aR[n ' - �- - f O'• F :# nLL+r w'�ii1 u_, - rL Iu1 ;I-'. 10 DP >4ae R � •TA'-"1�rT... IIUewWR. A .. wNXA t-NEW. M& IAA. roil •REF 20-176 ,•• $ yA{-n• _ ned''a, _ ,. utA m-NMI «. ,ANr,w M r OAIA,NT 1,n 'ai44S/DNA ��4w h4 uarrRAn u- am19 rA/F tNV WICK A "11 r.. PE IPKT a 0/ ri _ UMUCT YA LUATZOZV REPOIll NO. 20.072x.01 I II. -MAT M-1..CHARAC�STICS AND SPECIFICATIONS: Shall be strictly In accordance with General Notes and Components indicated oil sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D,), drawing No. 20-176. 7- LIMI.TAT QN$ _ANC_CONDITIONS OF —OE 7A. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed Into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A- Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0006719). „aHHaI tINr r s rF .•' JGENSF .. .. . x _.4J.44167 = .....,,._..'•"ter• t 1I1 : - -..'.* . *= ?:�2?¢•^ IA'- STATE OF ;. 6I.--•...... 5-' r WATII.L D1 TIL T ECO ADMON RECORDS I P. E. REPORT 20 Y GLOBAL, PROTECTION PRODUCTS. LLC 120 GAGE %ILVANIZED STEEL STORM PANELI DRVOG X 20-1761 REPORT R 2M72R.01 N. L f Ec4 HNC_ TILLIT TESTING S ENGINEERING COMPANY WA RA. EILLIT 1 ILL. tilt a u' LTE 3 , R, L ,l 71 �j'i(��T �y��/��r� a rtac,l.cuul kRM_C_ EVIL U,i .,4V1\_.1 U_QR1 I L "I.. r ?,i, Vn }m6' 11 REPORT NO.: 20-0727.02 DATE: July 7 020 ( Y 2, 2 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Glob7al Protection_Proslust5, LLC 4800 S.W. 51 Street Davie, Florida 33314 I_PURPQSE.QF. EVAL.UATIOIN; This is a Product Evaluation Report issued by Walter A. Tllllt, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method 1D of the Florida Department of Business and Professional Regulation. This product Is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edifen of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2-FVIDENUE VUSMITTED, 2.1. P.R. UILIGMALUATKKDOCUMENT (P.E.Il Drawing No. 20-175, titled "24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07/2712020. This drawing is an inte$t�p7b+pt4MNp6rjJlis Evaluation Report. ` ` -tti „ :..,<Z/,l,% f�' \\GENSF �s -" .�' Aa i•1167 ?1'l,C-' o►,' * : * ? STAGE OF r Lt z _Q� ..,` ORO' .G.t1(t, $ 6 iSS N.W. 36d, StrBet Suite 305, Miami, Florida 33166 - Pbouc: (305) 87 ]-I k3 >brytq(36 ,-15.11 COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS (SCALE 1/2=1-) -__.._........_..___.._.._._..._._........_.._____..... .. 15. lea- (ICr;K. WIDTH) - - _ 1S.196• (TOTAL WIDTH). -. __-____ _.._.__.. _.. . .. .._.. 12.500" (EFFECTIVE WIDTH) - - - _---.._. 6.250'.. _ - . - t.3/0' '�p ! '11. ' ',,` .> . _ 1 -TyE1• _ ♦ 0.036' YW nPGA - 1..150' - - _ I - _ _ _ _ _ • _ _ I'XWJRZED SITE, -♦, y •, O0( HEMMED �W �p ,. WJ,C 60 11 N11 // NFA6tEP.. T- /, I ' 0 R:t{67" rAEEL EDGE - ' '! I 'l"W 2.BSY r.-a0 GM,I i' EDCC �­-r,- 2''• 40 :I ' .MME0 TIP. N."I T 2.o1 24- _ r HE, TMP' / , T .. orrAR OETAR w A A GAAK 30 NMVM . _ ,- EDGE G-IO GALV ` . EDGE' �JlET-. A .•1 46.5 �OETAa A 46.6' .----. _..__._ -y N' f 3- 31J0 t.3a0 S TO Y PANEL t END STORM PANEL S / ip 1. ) 7• - 290' 2 6 PANE15 fN0 LIP ..,,/ - t 17.. - 1t70' RJWa° t2-- I.lw. -_SON SEM,fS 1M, mm 72I w ArLCD Filar .1 (x1' 25-".T50•- NE ,,,,,,Err ---yi I IA1K I ..-� _. S S SnA RNkyfD ITS 1 . Sill RNtIED / „ �. R. a �-_._.�., I f 19 ANGLE • TO AIrGli�� ,,,.^ 3aT9• 1 Ds3• .093, , 2000 SW- ! 1.500' -.. t25, ///ZS_<_!<�� 2.t S' 0l3 I I C(SA4. 1 1R5'I i.. �,I R. L- a Sn+ ' 4 MW11 t 250 i , 1"7" E _ ,is- I an 37s I , - - - - 5' 1. 1.500---� I_._.. -. FEAT 4 - .A,,! Mae 500 ISOMETRIC VIEW DETAIL A "I tv 1- tom. 2.000, - -2.Doo- - RDLINDED CORNER O ENDS Or PANEL'S R(z) END UP W/ HEMMED EDGE. ,�, f'�///\ I�.,Ij�QJwQ 4 4 ANGLE WITH STUD C4 ANGLE WITH Wh" HEADER Q " O t� (ITS) ^ N V R$L _STV1 Iwm I SET OCR. �._, 1/14 a 2114 0344` 374• 371' M TOO IDrx '- C96' 066' -. 150' - O I �.3BD' fK PARE. .tea'. . T 1a6°-- - I .!1G- -1125' I/a'P-2o, M. scRns 1 I -- i , C 1 I SS STLA 11RIM To 1.aO7't 083' .B2S. .376` - _•3 • - - 1.1Y0' 6�6• rI 6N0' 1 it I ANCLE a 12 1/J' OC 6 ', a I 1. _ 500• A 13+! 06 -. � y/ 16'I HOLE TOR i ,093• ?. 1.01 S' TA' _ -i 7' i , , , E LOCATION Al 1 EVW EVERY PANEL OVFRIM 1 - M« 0a3• _ ' I + E16./' ] ODD* O KEY HOLE WASHER 1r .`625-'► _ - 2000, '- T',P ) - - 0633• -�" Ll "FIN TRACK ANGLE Ci� 3/8" "F" TRACK (7j FLAT �yPL�ATTEFfD O.DM- (MSTE __ '- as* '` )KITH-3.T1.10 CALVANtZID STEEL - _ _ _ ...1 __4 �1G,�N1YA uTQ 4 l / I _ -T J `,.oe3' y�;''VCENSF'•-9 s 8 375-e I 436'e A769 - �, 1 .. __ ... -' %= ND. 4416T •, (--''- * 1A * = FLORIDA BUILDING CODE (High Veioclt HUf rICOne Zone 7Tp� I U63 ._ ;J u NICKEL A,P 7. 0 P06mm u = -qq STATE OF Er = "M'ITKP, We ra . +. PLATEDJ ,. 12i_ I675' ry+'-, •LN• 20 GAGE GALVANIZED STEEL STORM PANEL I9aXY" S oi�r. LO IF` _.-,._. -ate•--�..25 _____----- _ �_ * KEY HOLE ��4 �_ owl GLOBAL PROTECTION PRODUCTS, I.L.C. "NIA'°'° ® 2X7"Xt/4" )'' sI_PdLIEL ' )s /Oi _ _ __��TIECOINC. -a/(rMNN Noe €W e1 ITµnµfERMIAIIT. LU MNO MII W/WI "l�.f.3 OMCL MP t� DAYIE, R. SI31a20-176 ALUMINUMANGLE MONOLITHIC ItASIU W/ Awl,oNM L m nIr A10nr (eN aF-Yea, fAx- feba ye nOr ' 7/A-4,3/3r WASHER (SIANlLSa 4A-ALOITiw W`W''"' M -+ .- XO STEEL OR NCXII PLAIED ST(n), i. %Lft,1ArMRwt/MR WAL7U A nLUf Vr., IE.I . .. WMLI 2 Q 24 U PRLIQUC ' 11AL ATION REPORT NO 20-0727 02 2 2.2. TEST REPORT$, Large missile impact load tests were performed under SSTD 12.99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as por Section 1709A.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814AI-01 dated 03/11/02 witnessed by William R. Mehner. P.E., Boriz Moroz, R.E. and Henry Hattem, P.E. and Report No. 0219.01-09. dated February 25, 2009, signed and seated by Edmundo Largaespada, P.E. and Henry Hattcm, P,E Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010. signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No 9CM-198 by QC Metallurgical, Inc.. dated March 13, 2009, signed and sealed by Frank Grate, P.E, as pet ASTM E-8 and Tensile Test as per QC Metallurgical Report No. IOKM-1318, dated December 1. 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8, 2.1-3-TRUCTI IFAL ENGINEERING ,A4GULATIONS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 12/18/10 and 08/27/13 (far this revision), signed and sealod by Walter A. Tillit, Jr., P-E. 3-MISs_IIL S IMPACT RESISTANCE: Large missile Impact under section 1609.1.2 of the Florida Building Cade, as per SSTD 12-99 Standard and TAS 201. 4,_WOUND . LOAD6 RESISTANCE; 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on shoots 3, 0, 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 shoats 5, 91 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 VN,`ip, A n Tl gfr%, TNn, 4.4167 _i: * ; * 2 s 0': STATE OF .SEC il lz i3O.cF-.FC0Ri0A .-",S� �,,'',,;,5/0NAl'�t6`\. PR()I) i(^r sv 1 )ATION Ra (=,&O .gq-tit QZ . 5._INSTAL ATIQN: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18. of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 15, 16 and 18 of 18. of Product Evaluation Document (P.E.D.), drawing No. 20-175. 6. MATERIAL CHARACTERISTICS AND SPECIFICATIOMi Shall be strictly in accordance with General Notes and Components Indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No, 20-175. Anchor specifications shall be as indicated (in sheet 1 of 16, of Product Evaluation Document (P. E.D.), drawing No. 20-175. 7. LIMITBONSNDNDITIONS OF1�H0 7.1 Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tilteco, Inc. and signed and sealed by Waller A. Tiilit, 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. Tllllt, Jr., P.E. (Florida License No. 44167), President of Tifteco, Inc. (Florida CA-0006719). �',�P'' ,\GEN,T_ `�'' I ;.", 0; 44167 Yt'ATILL _rL A -•-. StlOIT t}�SL �1 U•1 nI. TTiCO AOMON RECORDS 1 P E. REPORT.20 L GLIAi1AL P'AO I�q,, PR CT Wlc..` GALVA70ZEOSTFFLSTORM PANEL \DRWGR 20-176 Y REPORT1E 20fi727. G,c'•. OR1D .Kr_ ��''.�SS10NAl E�C;� 1/4, 2/4, 3/4, 4/4. 5/5, 7/5. 2W/10, 3W/10, 4W/10, 6/5 SW/10, 6W/11 HY 7W/11 Y MAX ,�_. ANCHORS. Toll Cow tit Sir SCHEDULE ON $NCETS B a B_.__._ ..___..-,..3' LVJ-1'YM_ -'�11N/10. - FOR WOW SEE SECTIONS ON SHECIS 10 O 11 ; /- AN,-' r 0 0 ` o e D.M..�,(3�.®+® (.; ,-7 ;--r--T---T._T__.....f. r (---r--7.7-T-'1 -. ,------T_. I , 11 _' ' tst;; r f O {y a EU I_ / e R. _ - .._� ... .� .-._ .E ._ _ c{ l 1 t . _.. Ill_ — �'` ff / I d _ _ _ - _ _ _ _ - - _ _ _ V V W 1 N- - �LTED N1E15 r0A1- ED g$SS M.S. B01.T W/ 7/e" W 3/32' :+ (SIMLMOS PANELS �j (SEE SECTIONS PS /r. f .. ,yi1NCNL'TS O fA. OVERLAP APPLICABLE) :{ SECTIONS AS APPLICABLE SEE sE ) - APPLICABLE) ►__L...� , � _ 1,_ _ - .-_�1 A _L_ j"j I _► ! i yel_F _ LJ - -- to 4 /./ ! � j / a I DM21 ® V ^`�I ®• 11" 3• MAX - 1/4. 2/4, 3/4. 4/4, 5/5. 7/5, - ?_ MIN -' - 1' wN 1W/10, 2W/10, 3W/10, 4W/10, 6 5 / 5W/10, 6W/11 a 7W/11 'scH ON SHEETS 6 a 9 H FOR CONCRETE SEE _„ ff)N ANCHORS O C _ _ TOR WOOD $n. SECTIONS ON SHEETS IQ A 11 REGULAR STQRtI PANE ;,j:l do JAIt�VATIUN ,I_,,_ 2I/1'''M1P,. GAP VMEZTI I (NON O.EfdY1.,-1 MTFYE ay.- I/+• .� __.. __/ ._.�-. __ 11 SIN N, _.___11 A rr.P ♦I- (/T✓,Gy' 4-) _\:.J �?Ty,�'.:'\ EN •'•'?' ' FLORIDA BUILDING CODE (High VelocityHurricons lone) Pwn IXDTL0. AX. F P s :• NO 4416T 20 GAGE GALVANIZED STEEL STORM PANEL oRAWn « s f _ TIN _ -\ .___-___._ - oq ---.-.--- SECTION A —Al *':<�� GLOBAL PROTECTION PRODUCTS, LLC. N I S w] ATE OP -1 I E C O INC. wn 4�'' q�. .AW f.M e1 fTAm �'. O'' 0RILF ; TtVNO a CYwwwaill wwANr MM. R a� 2O-t76 '(�, V rr•'•.. '� -' __ N "I AN. A Ie5.,Wa-Te14 - (ebn4e4-A707 ..... - ww,. ,sll'.ii 0. [W1: .11.1M, - -_ OKu . ,ry'A((i 11gMt itAR/Wrll WTON A MIT, .H /,, Pa 11.1. __"- - SN"I .. er 2a2e on, -E- N Q) (n CU (D " U _N W Q- O Q -4__ (D 133 N -ate U U U C U Q- C: E O a) ?: m p O � Li- 'm — M M^, L 0 n W0� (nU� � L_ 0_ I'-'- -0 - = 05 Q ch CV ,` rw� 4 Z Z W J 0 s : MC.). C" 7 � m X _=�� lO Hp T ' m C - 4 = n W O CO trNjG ytf3.. 451 3a IF n+ W G4. y -1ia r "•3 Es N _== . 9j Hal Y � c (= cc >• fZ _= c E lC CD LS. W e ____ .__ -.._._ - _ —___ iMI�►LLAILQL DETAILS FOR REGULAR PARELaj' dE (1�i ��.._�ILS�BJPlSL�1.oLIN PO COI'_ Ij�STALL�T10N DETAILS E4R_HESr�L�►R P..ANELS Lac _I9 INTO L TiNG POURED COJI RC T R CONCRETE_211Q�K-,�TR,UCTUBES VAUQ OR REGULAR UiE SAFTTY (i E-_OCK ORWOOD RM P�L_SYSTfId lt�?�L4ATIO_L!! DETAIL.. E.OR�ESz.�R__P�NELS(1, do (1l� rAA-W OR PAMLM,IYE TEAAU A LTQ_EXISTING POURED CONCRETE OR CONCRETE BLOCK.-TBUQTIIRES I ANCHORS FOR CONCRETE SEE IONS O U OIr SHEET 9 - INT: _EXaTM . POURED CONCRETE._QR__QQN.SRETE BLOC}_ STRSICTURES el ARnMA r nus all a nw-aW a 11Ao O1 nI A(e f o.T l - _. { I PWRLD conLREtt roll woOO srr secTroNs ON sHfR 12 ` CANCRn[ 4rNCHaRs HXAn W >/ pa ($[ RD(MIC ON aE 6CHIEOW,r ON 911Et7 e e e) (SUE W14EDLU ON twA pDURCG C RFTC PoURCG C CRETE 1aEt StGRUIK[ ON , __- _ i OUIRWOR 9lOC9 04 Hrov OAE"IE KDCI � Ai AE'TF BI Oct, Mae 61• �' Yr- CONCRR NIAM fHLRS a INNOrGH e) \ ; —i.0.' CONC.M ANCHORS EXISTING POOPED ,: ''-•\ I.___ I �9) cot, r A O"C"'I 91M.,yg9B CO SCH 1 OR,< _, `NLL� a. t. 14 avit will _ L. /2. I IIi(MIN ((Ia too 01FM1m y � EXISTING POVNED n \ 9eMETS a Tlerou0. e) IL,.' � i / --, I � -� i "...I CONCRETE �E rst±IfnUlr ON �� �� a) I - CYrNCRRC REWSTp. `1 { - • , CONCRR[ AroU1R[DI ,- ' - ,•'rA w 11,M R LKRTWO POURED S. I i11 - 4-. MW. Pn - roP nrt I y,Am[a SI 9eW9YEE ON SHE 'AHDu' IEO ON NM- a01aF/17 I I r E- ( " <, r ' I/ u ; s/ €a sa z / •Mn .ia o concaE [ I D C� 1 "Wr I - - r M C-1111 / EI W _ w y �'. /• i 1 1i u' W,W f _� RLacwm I c-I 3 w�j l -... ....... 1 - � }ry . ifi) I>.tL t r -� NO. 1 . I x€ - �',f,F.,-�_ . - �/ �. 1 ., 1- I E1) i I� /_: .......L.�� ®lJ �i i I —JE- ' Ir � IIi � 1. AF1Tro XII, E O I I 1 EXISTINGPOUREDE0. - E O , I - I ; �J'. �. .t" I 12• w r ,a.1 a.a , ar ' rr-. -LWIRFT, 1 I N,r w I a T:... Y I �1 CKIErNG POVRLA I t �1s;N: ",Los w, ( 4 I oYN s IcCONCRETE R[QUWET), I ,� 1 CONCRRE OR I 1 - i .0 w,t W��-t _ _• - _ ' , E D i ' ft. _ I . ,'.,'YAX 4TQ s I 3 Cj ria/aY+ 1 I 1 "' .♦ +: _f 'dto NX • I }16Y.Anr I ( t 1_ I I '� '",I'F - G LrYMI, Nn N I 1 ♦ ... • 1 T'', Rf0u1RCD. &OCX 1 1 Tv{ F I S �IPee 1°Mia I 'LWAri TOIL ( ; .. I 7 rn' oc I { 2 1/r oc I 1 '7 I t 3p CASE A (PLAN) '1:wtA_.. 1i.•. a1... -.• y j `.p:.., '„�,,49 I i j 1 i 9. Ian3i'Nvr,11 i� l i tj i I Y t eri '! 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' ` 1 I ) .. ,� M. _-.:Aa 1Wf'�° 1 „I li i or i^ a 1 1 O I I `;( I 1 I 1 •ti t9t AheOMI ' 1 1P- Ar. tOAeWNn,»"""- , ,,., D , Na a1 —.1 Y o.c - I. 1 i z..YIaIS/ " JT S lu eoLnn ,4 {s aOLt9 W/ -' o „��JII � i I Yr r CL 1 1 1 ' r.r I I 1 g 'rcA i°Mi,I r'R1wetloN 1 --�t } I �..'� �' 1 ' 1P.-+n Ys 1 e.0iw • rAp1 t� _ .. _.. I ( 'a[NAP yam. I I yyy ! to ar✓m z .- IPRrwefl°p (t}w�� r,�,ce U f i! o. 1 NNeEAn�' I -I MniB wsF�.. {..,....- -----_.q 1CIO �� i I 6 .1 i1 M 0A5I ; P' F I n '.,:.::P! w 1'°Tn I :..,I " ." .v. 9r , A I I i I J... _ i" I I i IY .' .. A13/.v- : I 1 I ,/a na/]x 1 I .. ///. ^"\ R VK I j ' I r' j CORR, NU e ,11 IM to 1 M C• �,,, . I 7jW i ,. 1 ) rMc 114` e- ! ' Irrw 1u�r wain _ ._., f -__- ';Y I f, ) rN i , ! _ L L A .•-. ��/ I ao Nut • 1 ..... i 1 pp,, root awe - r EXISTING POURED E 0 1 7 3/M. pp t 1 1t t/2 O.0 L.L ` 1 r EXISTING POURED EO 4q I It Tyr Or ' � n 1/I PC ' ;+)w®� �- 1 I _ ...__._ __ .--.-. _ GKARC OR 1 W%�'Wn • i 1 NS,x. 1 ,. EXISTING POURED 1 I - COCONLRETC BILK[ , -.. _ ` + '�r'':..� .rP- nAA® I aA I , 5pl tab I .J-• INQUIRED ., 1 12 I/a• O[ r ' ,A.,-__1 1 CONCRfIr [h OCK AFOVSCO # f • --- en a,A .M e6 t YR. . -. a M' rWM' t"-aNea 5G �LCp-I a -+MI OF `E" oAaT-' S0% 3' oc, . D ®pR t� a' 10./IT T-CD = y REIXANCD 111 1/1' , -�` 1/9 rA61HOG wuam CO. \ _ 1t I Oiw°"At�' OF 1' 4 MAX ' Di 1• MM. ..• [ J 4- 1 CASE C (PLAN) ( "" (�I' - "" FOR Ww3o SEE SECTIONS ON SHEET ,2 r-- 9R 1' , CGHCRLtI OR I AA'H(Wt FOR CONCRETE SEE SCHEMAE Ott HER 9 - 9jP , CONCRETE POUAE O• i _ - L I - '' WTI f - T' wn rp p, CREOlzwtr[ B+Oc.. I ouaraEXSr4a POLWD ED •wA. 9cµE 3/1 a. I' CASE D PLAN) F /' j !. •� . a1 - I REf:VrAED .. .-FC 4 i„xTW / rl,o / f'i Y.faM'w'XC I RFOI/IAED BLOCK t 2. IN'• N'€ E f I T tVM ' s,AcrrRFn W s]LA - c.N., o. - .4 _ f M t1 a�L' ✓ 1,iP 6°,I n?IH- ,�._ __- __.. 1 ^! i [.. rt , ,. R 0 1 PA_N �} �& �/E ELEVATION I cEWRRF 3/,•' b 1 1'4-7P a I f_INrCNRE t]R SCALE 3/16.,• AX A( F Ip�{ } R An CONCRrR ANT— LAHCREIL WHOM q CONOKTI ArIC1AIs - Mxn W 1ro'. »• 1,•' 4W Inv . `� . � , 1 * E e Ir ' SCALE�•'3/�•sr.l 7 tent -- -- _ tlWrgrr) !M€ .. 9t [GLIDER S An.11oA5 -- .. - J .- P.,K, 1WXwn wr1 Wr..,. mN,c r{Ella,$ 4111]6t-M.M.E..r.�_.-a O / O (Su 8C1mUir rFi tact.M AIE ON (fE[ Sfa1E(At[ Ox O,IL S. • • 6C "IMit 0Y PAN(Iln1Tr -- I - ' , r"'ns/4'- MW • f P I Nave Am m' iIK7IiaO ""Aor1PW"r ,r mawaiu I+I 1/r oc. (5tE SC1,mlll[ ON SNQif a 11MA'G,I 9( SHNiTs • 1M1,g1MH 41 aHtTn a T1OAp,rGN 9} ,." 9NR , e rHRWGH al iFtW E A ANO ANnyAT[ LONCRrT[ ANCHORS a rH ,Ion a-.,- s 1H e i u ^?i�o _ _ _ _ 1/1- MAX GAP 51Rfl3 a A 9)[ SpIOUf ON .� •-,• w: N w.frxe _ - - TILIQ ALTERNATE BUILD OUT MOUNTING tat RCKraA0) oN TINGING ll 8 ILO OUT MOUNTING - -F; �- �' 4'r2m3/4' S� IFDLI M++ ut)awP •I A nr vAUY1 nus all cF •A-oaY 4 - - IS CZ a- . , - - �_. yr F 3 6-1' .AWL, UV(i9A MYMNI_. Ali I ___. fA ,( 'WINO NUT-L--.:-_ _- -. _ _ _ .._- WALLC.1:iLIi�Si_1iN2, fJ.ODg �tQt:liIllLSI BUJ, Q I 6 s ms a r,1RD3O+ e « secrtol� " ` Yu W T/a .3 3t i{ cnDN 2 tzn SECTION 4 _ / P� SfAI SCALE 3/B-1 ;,Lrl• •,I , HALF 1/a-I.. / -. ""'• i 1- at AA: NXItHI 1 -1 .I,,.— ,,— .+ —.,, t4HCRm ANcHOAS SIAGOCREU CaEorlC'Rrn�� � 2 uC SHU T C mla.[ .., _. .... - ... _ 0 //'SI 1 r.SHUT e) 1/4' OAF(. GAP +^•7L �,J,J EDGE 1b FxIsrlMc a E.D. - EDGE DISTANCE We STUD (SEE SCKDNE O+ �.Y 1 I E.O. - EDGE DMANCE 6PfNN+Nc NEW 1' wlrx ,VARIES , ,/e' ® CASE F (P,{A[�� sNaT n) sNEET 9) - uRm corA:RETE oR SECTION A -A f7yn.) 1 I TWCK NUN. tuRF DR 1' , (SEE SCMEDULF ON pt;t.ow CoNcion OR AtTf aLOGR 1 .aN1�lAtee I 1_ (SEE SCHEDULE oN [%15'RNC STUCCO/ PI WOOD PLATE SPACER ',I SHEETS 6 h 9) SCALE 3/sa.l' POD CoNcarrl W CONC" WOCX K0O 11I SCALE 3/3"'- I' ,,,,,, 1 1 O SHEETS 6 k 9) WOOD BAND I M%gro xot:R aro•JM'rn M 1 fL A e NEW I• WIDE , WMIES , //a' I H{yTL Oj7 Q1/atNA7 JN li of SECTIONs: r� tY1' � � �•�'�,/n��ut r M I III ' ADM. TUBE OR I' , VARIES I F ) WALLMOUNTING K QIfi&IAirGLI.l5I1] G W ( 7 TAD I NOTE EUR =(%NaQ"__5E: *NS P T WOOD PLATE SPACED I TOP At BOTTOM MOUNTINGS CAN BE I ,mA • i BCNNO iRAfaS I COMBINED YM ANY WAY TO SUIT ANY CASE E (LAN) QN '$ECTIOL_1Q I `2 ,n' o.t TOP 6 BOTTOM MOUNITNGS CAN BE o - ISLE Rnt RWEANCON 9 1 ' r V t il, A. 7/r ESE[ SOemUU ON �j INSTALLATION. SINE ]/16.1' SCALE ]/B+1- SCARE l/M I' N-T' 3�1'TtlMp t e4AL I� N„Nt II„/O COMBINED N ANY WAY TO SUIT ANY "' _._,_._„ �•--y sHEEtS a neOUR1 Il l I 'RADA( GeM NyLNa M„ w 1 r �P\�tiR A .T/CZ/l INSTALLATION f ._ I I. :n cJ- 1 tEa A. IN', sN1FP A:.l��l/j .. ii' SS EXKnNc PouREo E ✓ $� FLORIDA BUILDING CODE (High Vdodf Hurricane Zone) yyti: VCEN$ FLORIDA BUILDING CODE(W h Yetocfty Nurrlcane Zone) r g F •'-- >: f LORIDA BUIIDINC CODE Hi h Velocity Hurrlcan6 lone I-V sNcw LcrR1N P r 4 EXIJTING Ppl ( r •--olec-im AICNNW - CONCREE oR vwCEII Ife,n `0 N - Q Nt4 A _ _ (-, so—., I ;I- MN CONCRETE BLOCX . ;oWN a nG 0 111a WAO7O nuc.o INc rP i `� "IA,. - 20 GAGE GALVANIZED STEEL STORM PANEL rP R CONCRETE s/ _ ca+alr�EDANCNIX[s = *' # 7 - �� n��, �. 20 GAGE GALVANIZED STEEL STORM PANEL , IN. oN Psn e e s) M9,. REouNED 1RAR•z w c NO 4,t t 6I _':L _ 20 CAGE GALVAN)ZLD 5tEEl STORM PANEL ,� w. TE FOR coMBINATIQN..OF _SEti.IIyHS. _ NO 44167 --.�.__-__.-._�--__..__--- °'"'"" r Z Ia scMcrA1LE oN = •a'. . * : - —_ - x SECTION X-X ? tt ; * �--_ ._.. «mow - mrya/eore E.D. -EDGE pSTANCi * : * - :�%. f n/N/logo fHI S a nIR00019)''N' p'- TAZE ^r. : T--'��\ Pr/»now ` SCALE 3/e-1• = `.ti__. ..- •y'� ! GLOBAL PROTECTION PRODUCTS. LLC. (SEE SCNEDULEE ON TOP a, 801TOM MOUNTINGS CAN BF / GLOBAL PROTECTION PRODUCTS, LLC. „I), O + GLOBAL PROTECTION PRODUCTS, LLC. �' S TE OR•. — Rat = oL• S TE Ot N ~~ / I L E C O Nc� 0D r* I�E C O INC. SHEET 9 COMBINED 1H ANY WAY TO SUIT ANY 1 ..lP S.N. fI aTROT Z N ' ' URIDy` • •'' I-T LT�E G O 1Ne. t7iit+IL.fwQRCER6IRED AT_ TQl' Qj; ? 9'-• +eoo e.W. n smn ) = 9'•. F 2 �Z✓ y 3S1^.! .am sW ,I SfRm d F _ p•E �`' ""- O"N' FL 3.v„ IN57ALLATION, •''•� G/,•. ,R101. I TAU:r nNP� L)•eNlzi,�Iw` mYPRNr - oMn1 n- 3531. Y .� .4.-.' �• - v.A.- a7TR:1F"___& N_&WT r-ra"OOY=AM �j` 2D-176 •,•.-•.••' R r T wRi a tialtrtc Rq 'arm cMHc ,r an,. p E� �p♦/�� sty 1 /�� ,1 c r,rn hunOD BANDS RID He..,. W, e. NK,IA.A rams n a,r `HONE- (wN>6sP-rsa..1M.: tu•)YA-Pn1 ZO-t76 �A,r P,+na. tF6,tw-»Ns rAII. tas•pr-ant O/// HALE 40_4' .n1. .. .v ...a owlrRrbaila u,r POOR. (ms)eee-1S.o. ,K ePS.wa9.-arex 20-176 M.Q XIII__,LylrTylyi.T�OIEYLriLef..ilT....TQ..Jt TIi3eYlF.f-aLK '.i, C,'11`''• ••-••••- •... ,xil o,-1fW 1.. Iw,IH.,M, _ rF FS •••••••�-p� , J _-._- w., Haan F+,.,w r�I'welRE,i TIN, -, , _ _ _ 5CM! '/A ' r,A - - .H. I.X -t. r- • DWI n,_ a' WAWA H i s/ AL u- Aoaro vs Iq eAA~ V1, n�„iIF NAt uac/MYt J a 000enA frW". I ram---- ,. /4CNrA U,aJMi 'IF,it '- "� - IN 0110E nun Jr. Pa H-1a IIINIT t •I[NvSNv,ATwr/wn G-oaoarw w- mw"e'= w «r ,wwW- .Ir - -. /„(, HRN1Ht'1 AKF,�'Atu unr"i ::l erE �I- ' -" - e,�l , m 1a NNN1N1r•' t. ✓ a eI _ FNIn a Ot 2t-. .wTrn A nun a. -r r 4Ntr1 , N Te • . w �n. L . 1 i _ _ __ _.-..._._.__ .______..__,_....-____. ......_. _ d SHEET NO. SH 1.0 1 3 YLt . SnEr . teMONE't MANAU Eta 9D•OME WALLL __AND-MOMOUNTING INSTALLATIONFOR SPLIT PANELS it 'I, WIT ------------- ��ALI-) n RADIO No 2 Wm'/ED. SIR, "LuC3 suou, .WA =- -e - - -- I"NA" RAT_ ox T- TA y1p ' T 7- ELEVATION SCALE DETAI MULLION SCHEDULE COMJKW ANONP`NF Om F<NEDML ON, UNA... =41=4 = '. I_ -12 0 -I "0.. WILL" REQUIRED U`n, SPAN IF, t Fm MULLION 16 ...6. 2". J*. I/S* > 4'-6* To 5'_m" 4* A 1/8* 5'-B* to IF-10, 12* 6'-10, to mr-D, t 2'. 4'. 1/0' • WAtIg :ALB RATING 4 SS.GQWENASNE"'35 HIED SECTIQN I SCALE 3/6 " NOTE- MULLION CAR Am BE NTSIALIED W/o STORY PANELS ON TOP OR ROTTOW $0 THAT IT m LocAlm AT Top OR BOTTOM OF OPC4NC (ONE PANR OPENNO W,, FUTTE top IS BOTTOM) FAR 11114 -4/2 1- 2. SECTION Y-Y SPLIT STORM PANEL ELEVATION SCALE I/w­- IN No. 44167 A, FLORIDA BUILDING CODE (High Velocity Hurricane Zone "1_ 16ISCIL, ING 20 GAGE GALVANIZED STEEL STORM PANEL GLOBAL PROTECTION PRODUCTS. LLC. /m/30 LI; E7 M.- 1. nWIT .0 6 tMeN.Ormew Carw;;4 mn, PHOME, 20-176 PARINI wa V, IF 441 or n INSTALLATION DETAILS FOR REGULAR, P ELS('-fi & i, -1A INTO EXISTI Q WOOD S RUCTURES -7 7 4 er 7m r 1�41 Woe WALL MOUNTING INSTALLATION ALTERNATIVE 3W FAN. 11 _4 BUILD -OUT MOUNTING MILING 1k F10OR MOUNTING WALL A rLOOR MOUNTING INSTALLATIONS_- ALTERNATIVE WALL MIQL1NnN INSTALLATION - ALTERNATIVE 4W (SECTION AT TOP 15 LIMITED TO +55.5+67,0 MAX V..Ar. '/4- - I' JNSjeLIAIiQ14 ALTERNATIVE 2' A.S.D. DESIGN PRESSURE RATING) FLOOR MOUNTING NOTES.- wUnn )hyINSTALLATION . Titt; 1. INS'IA"IQNS ARE ONLY VALID FOR BUILDINGS WITH A.S.D.DESIGN LOADS TO -72.0 AND PANEL'S LENOrH UP TO 8'-S" ....N.. EN UP +55.5. p.0. RACIFIC 7 1. FOR NEW WOOD FRAME CONSTRUCTION' WOOD MEMBERS TO HE SOUTHERN •F` I LORIDA BUILDING CODE (High Velocity NuricanB Zan*) PINE NO 2. W/ SPECIFIC DENSITY OF Q.55 OR ECILIAL No. 4167 20 GAGE GALVANIZED STEEL STORM PANEL io GLOBAL PROTECTION PRODUCTS, LLC. DAre ST IE oF z I L E C 0 TOP BOTTOM MOUNTINGS CAN BE 77 w A COMPANY OPAL I w1. 20-11. :_� COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 11 MUN-7us"Am TI.Mumi _ " --,, t� ::� 1- A�rNuWL __ _I - AA,`ER TRAIT c. or '" 76P7 I - COUQ,,F`i ANCHoRi comcwt ANOCK CONCRETE WHM: SEE SCHEDW ON SM (SFr scHrom (SEE x.=,QN cap Noto 5041M, Isa sEC1`CN SORT, I sw, 1. AT -0-1/4, 2/4. 2A/4, 3/4 4/1 1, 2 & IW/115 I r w. Iovuf D c ME Nth F A I I MAN. f.2!0' -5oo- WIN, Room co4c*m prou"FD Illy ]TV TH IT 1]-I-MT L�svr Scusaw a" SC-ODuU Qu-PUT[ "1 , " FOR ruchimmv, foR "w"61.. m CIA" 1 rIER, %%o It Is In- of ""THE 1 3PEM? v. tch" I spatmun To '2 1/ 3* Q. (CAFE 12 In, or, Ik, sl� ocy /'Rif (SO! 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AN UITERICIR PANEL. (ANY PANEL LOCATION IN BETWEEN END PANELS) m OIT T LIFE SAFETY PANELS MAY (IR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS t PANELS sa NOR 1) W/ on W/o REGULAR TRACKS.) 2. LIFE SAFETY STORM PANEL CONSISTS Or D 039' GALVANIZED STEEL STORM PANEL AS SECTION 8-8 PER COMPONENT SCALE 3/32--l' L2.ISHEETT2 OF DRAWING THIS TSELF 0 Of REMOVED OR INSTALLED FROM THE INSIDE OF PANEL STRUCTURE J ,FESAFEr, P R'OJIPES TOP TRACK TO BE CDMPC-NENT(D& 90770M TRACK TO BE AS -I-OF THIS DRAWING ....... % COMPONENT ISET11ILL; IALL OR FLOOR MOUNTED FOLLOWING SECTIONS I E�N§ 2 ON THIS SHEET, AS WELL AS DETAILS 2 ON SHEET 14 w I & v FLORIDA BUILDING CODE (HIgh Velocity Nor Icane Zone) 4 min LENGTH FOR COMPONENT 4D Is Is' z uo.ANCHOR SR INC FOR COOPONEW(j)ANIC"ORAGE AT ISOTFOM IS GIVEN ON11 SCHEDULES I A 2,'SHED 14. 20 GAGE GALVANIZED STEEL STORM PANEL - w__ z ., 1 Ik I., --- COMPONENT 0 MAY BE PERMANENT 0* REMOVABLE In wt�__, w GLOBAL PROTECTION PRODUCTS, LLC. 5 SEE bEtAILS FOR INSTALLATION INTO WOOD FRAME SOLDINCS ON SHEEP 15. 11L I E C 0m.. 6 SEE SHEET 4 FOR DETAIL APPIUCABILE TO THE NECESSIrY FOR THE NSTAILLAT,014 Lee) X�k_TNILW_E�i_w IN "NOME 10 20-176 SPACERS, AT TRACKS fWALLED ADJACENT AND BEYOND TO STUCCO/WOD0 BANDS. DRUM - ri "­VSNUA`UW1`A" Okrlp A NLU` Of t. MAXIMUM A.S.D. DESIGN PRESSURE RATING U-2,11I I) AND CORRESPONDING MAMMUM PANEL LENGTH "L" S.CJ II c ONLY FOR &(4 INWALIATOW AS PER UrrKM I TRRU 1% ON SHEETS 4. 5 4, 6) 4 MINIMUM Wel-"� WL) NNNU IT, me- -;r-- Mv 1.y-C"-* .564. -71.0 71-r on Las 2 UNINTILIto I TNRU 5 A ? .53,41, -77A 7,-v m W.-V Ahn, 2 3/1- 1114101.1131 1 THR. 5 a 7 -7zo 'it-Ir TO 1 2 In' 0 ON PIT .4M. -4114 12' A` 0. 3 1/2. 4, 2 A, 10 ./1*N_mI* 1$ US A 010"I A, 09J4AP Iuf� a 1.41 MAXIMUM A-UL-MIgNi.,PRESSMIRE R T1_NQ_1PLt) AND CORRESPGNDING MAMMUM_Ah0QR SPACIN .SCHEDULE FOR REGULAR STORM PANELS j � A j_&JN2&LAEM INTO EXISTING CONCRETE & CONCRETE BLOCK STRUCTURES WO ONLY FOR PANELS Cj) 111 (0 INITTIALLAWNS AS PER SECTIONS I FWRU 7. ON SHEETS 4 A 6) NAxMNAN mmm SpAem MR to, - 3 In- - T~­C"-No "'Amitm rammi 0 -INOLUNIX ft"m 'mmus 0 a mummum D, To TO I ­­- 7--w-- RAW =4. ku., JR.,) loopwom tommn vacaNORM CONCRETE IOCOND" TO CONCRETE OPCRM OF rM, BLOCK BLOCK Kam N/A 6` N/A. WA w, (Top) M/A IS. or e N/A N/A a. N/A N/A N/A N/A NIA N/A -Ti a 4/A 4/A N/A IT. WA a' N/A MIA 3 A Ir-v OR LESS OR LESS r v N/A N/A §* A- 6. 6, 3 M/A W. N/A "/A III. MIA 6. N/A 7 ITCRI 4. N/A N/A e" r IT. _rl A 6 1/., 1 5 CTOP/DOMUM) MIA MIA IT A r;,,, 14 6 1/. Ur SMICOSI 10 6 11 FOR AMCI TYPE A - Pop �O WOOD rMARE VAN*. WHO" ANCHOR MANOR" Ale ~tw foot NSIANCE ARE OMWAITIO ON im SCHEME " E.D. Lvil; IMIA *meow am SCHEDULE OUNCE ANCHON �ARLI . -Alft"N' vw�id SHORN ON SCNEQ,.E In "g FOLLOO" FROM MR THe EPIMATKW TO BE POSSIBLE, AUXICED VOCINO OBTAINED UILAQ F�ICP SkAu, Nor Be as t`0,M FANN" SPACRKI M"ILD ION CNOR AM;HOR FINE m ANCHaft LEStNu imam TIN[ �/. �1. *, `IRA/)A AN PON NARCUUM, .4� 7,_ 8A I _ - t3 3 FLORIDA BUILDING CODE (H12h Velocift Hurricane Zone), AWJL am. sm now No. 4167 L, 20 GAGE GALVANIZED E $ GLOBAL PROTECTION PRODUCTS. U.C. WIT, �4I" ne".. A C...."Y I DNNIL 20-176 11LIECO. 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"A"y FDA PANEL UTROING V, m•,-D' -1 a '11 ak 4!10 FURAUL D OR RAW UI, AN't, DWut ^M IS 2 In LNI %_ A 'HerVor, ALTERNATIVE ALTERNATIVE 4W 1/2' ADED I rmFm At WA THRE X or nomic Now FOR A 1 .3W SckE !/o­ SCALE 1/0,., RE ALTERNATIVE A L1 CONDITIONS TUCHOR LMA IONS ME0 MOUNTING INSTAILATIO BUILD -OUT O-IIIING INSTALLATION I(I'L s-"Lo nTACxS Nor bIoW, cop C,AR" ALTERNATIVE 6 ALTERNATIVE 9CA, r 5/6. 1, scAv 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A S.D DESIGN LOADS r *..:\ UP TO 55.5. -72,0 PSF AND PANEL'S LENGTH UP TO 8­8' _­ENSe FLORIDA BUILDING CODE (High V.ioc(fY Hurricane Zan.) 2, FOR NEW WOOD FRAMLCONSTRUCIION. WOOD MEMBERS TO BE SOUTHERN lb ` ra PINE NO, 2. W/ SPECIFIC DENSITY Of 055 OR EQUAL NO 20 GAGE GALVANIZED STEEL STORM PANEL wAwN In m mm JDRHLO TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANYII I C_ wrw20-176 0.5 In, no. GLOBAL PROTECTION PRODUCTS, LLC. oil M Pone INSIALLAIR)TY ..a. I �, , YE� .1� okuux, IN, M-4 N, 1LQMLA I., IF + of a STUDS 0 [VERY OVERLAP (12 /2- 0 C ) TO HOLD PANEL I -I oil I I I I I � I 1 1 V , SEE SIDE INTMOR RARE, \- END PANEL OR III Scmtwul In 3' Pop No, OR DIRECT MOUNT A11v SPACING SPACING DEIAl1 _1 ;WALL MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 1) SCALE 3/16- _ I - MAXIMUM A.S.D. QE519N FIR-M4"ATING U.S.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDU E AT "46�, FQ8 INSTALLATIONS INTO --ONfREIL-A"QtICRETE--BlU-K-5TANCTURE Sclu-Q11 1 TOP It BOTTOM W.L L. - � .z--- 5TWS 0 EVERY OVERLAP V,2 1/2* 0 C.) ) HOLD PRIME 1/6- INK,. (CASE 1) a. Min 14•SEE I SEE INTERIM PANEL END PANEL. s EDULC C ULF ALA a+.rur0 Sr>i 3� - I FOR 12 FOR 3. RAW ANCHOR U­ AN "M SPACING SPAVNC, JaETAJ"_Lf=.R -TING INSTALLATION SCALE: 3/16' . I * MAXIMUM A.S.D. DESIGN PRESSURE RAIM"Adj-AND MAXIMUM PANEL SCHIED LE L&PPLICABLE ONLY_ IQ X0112m. _24DICAIU-1 L W1v.M_m_shLLl_1A_ -om A sx DESIGN -Kss1w PATIKO I- UPCOW OF up -GRIP CN.R_ P�R IL IF PUMFLUAtt N-L's I -M L to a FILM MOMI11,1111 PANEL LLwQT. L (a.) C�- GOIREF, StZ to 111mm TO CONCRETE INDEX To 1,41 to CONCAVIL To c ONCRETT IV CONCRETE BUIC. To awcorn 7D C carm OCK N/A WA N/A 11, N/A 6' N/A 6- N/A I & 2 (TOP) 2 9- 9' 9- 9:' 97 (BOTTOM) 5'-0' - LESS 6' N/A N/A N/A N/A IS. IT. _11A 2 (TOP) ,550 -720• 7 1/2' 5'- 0' TO 7 _e ,550 -720 8* _ N/A N/A N/A IS. 141A C MIA 6' N/A _20-11I.- t- TO . 4 r I - a' I (BOTTOM) LD -1. A D wl.,RN "Imsupf I MW 0 W w Few W OF W00 CASE d MW 0 r RM, FROM MR W ANG,t) __­_.___­ wffkN APPLICABLE TO SECTIONS # a uNY COVISIRIAT0 MAXIMUM PANEL LENGTH -L" (M) RATING f�, cczm CONGIM11 to CUMULI Of THEM .49.2 -611 4 1/2' 4 1/2' 2 (BOTTOM) 7' -6' OR LESS *52,8 _54O 3' S. C 4 2 (6011ow) -T 0 OR LESS +550 -720 1/2" 7, / -r -(301TQ;) 7'_ a OR LESS 2 1/2' z 112, N/A MIA 2 (BOTTOM) TO S'_O* 1+56 0 -72,01 N/A N/A 1 3' r 2 (BOTTOM) iaN]' YNMIM ANcRoft VACHNIS AND -- LoOr NTTyLrIANS eLnpAM DT-C - MaIUn* ON THIS SCr<DU POP A: 0UCE0 SPACING ONTAINEC USING FACTOR %NAUL NOT ME LESS 71VNN wwwwAm VfACA.G a Ira ALTII\ [A CAI a' SO DER N, Tit u� CENSr 44167 FLORIDA BUILDING CODE (High Volottly H.,,icom. Zone) DER N, Tit u� CENSr 44167 FLORIDA BUILDING CODE (High Volottly H.,,icom. Zone) m�, Me 20 GAGE GALVANIZED STEEL STORM PANEL 91/m/m a GLOBAL PROTECTION PRODUCTS. LLC. oloc sw IZ-, 11"w, n I, a►tMON1111ft"No - ___n IMATI.-W 1. Luu)-en 20-176 0RMANNL_ 11O.cu. - 1 0, I'Mon I- 111 25 D JU. I 0-R-REO.U. PANELS ('I) & dA INTO EXISTING WND-5-TRAVICIVORU ll V­�O PAINLIMATE ILUS 7/5' i J" 10 PANELMATE PL4J$ 6 1/,' O.C.W/ 1 7/8- 'NOT 'EMIF1,1011 To *Do ON ED ­=w" STING WOOD HEADER EXISTING WOOD HEADER r-ms= w000 A, IMP, I view snAP A, FAIR, mo A WOOD "LADFR WOOD HEACCIT REQUIRED ASIt _3 F, MIT scHimu "tl a s`FL11 a sat ON to (MASS 1EPARAIK)" GLASS. • I 7/4� RNK, NOT N WAR PANEL IfINGIn PANEL Lt""m . ... i., (s" Mali 1) 1/.Y U4 ('ll NOTE 1) ....wiz.. ANN; U"(, RAND. LENGTH It Ncm I) 3/32• (RMCKLA, '3132, CHER, cvERL&P I 56% 5091 wx OF *L Of v MAN OF No MAX `3 --- L 7NW7 7 w/ J� IS W=11IFEA I '2 /7* a c 11 1; 4�4 ;r - Dw LAG SCREWS ..1. PLATT W OC FI/I 1/2' RIM T.READFD woGO "Ll"rIt- R Ew, RED I'm P'Tf REOVIRED �h 2'.4' wDon REQUIRED 7 PLAICIANTION AT • AIMWOT�A OF PLATE NO WIDTH OF PLATE 1/4. LAG SCREWS 6 I, 6C. SIAGGERED W1 SL=D 1 "n' WN 11 PENETRATION DIRECT MOUNTIN AT MIDMIWH Of PLATE ALTMAME-8W DIRLr-T-. m9ghl TING INSTALLATION DIRECT AkAff"21w MOUNT WALL MQUNTING INSTALLATION .iCAr 3/m•, !I ALLILRNAIIYE-19W NOTES: 1. INSTAUArION5 FOR ALTERNATIVES SIR, BIN IOW ONLY VALID PO(I '110111741111", DuILDINGs TATTH A, SO DESIGN LOADS UP 10 +43.8. -48.0 P-0 AND .IAA PANEL'S LENGTH UP TO W-4" 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS 10 BE SOUTHERN PINE NO. 2. W1 SPECIFIC DENSITY OF O�55 OR COUAL, ) FLORIDA BUILDING CODE (H,gh Velocity No, icane ZoneNOTE FOR ... INATMIN OF SECTION z No. 167 20 GAGE GALVANIZED STEEL STORM PANEL ter' In TOP A BOTTOM MOUNTINGS CAN BE COMBINED IN ANT' WAY TO SUIT ANY ST E GLOBAL / I IL E C 0 INC."Do PROTECTION PRODUCTS, LLC. INSTALLATION z-: coomy $rmAT CAME. n 3"1. (0&4)M ISO. FAR, (664)M-M7 20-176 PRO M A TILIff/10 It "I it ­67 L war, " or 2, MIALLATIQN )jJAILS FOR OPTION SAFET SYSTEM IL_Lf0_._AJEE__ _Y STORM 00 D m ME WOW -fADUF -51RVSJVM w �Apet J taf­ ArOVAED a.. CIOTTI 0 NOIA, 1-tw. Aftall- - PUD 0 17 V7, 0 ALIERNARY-F-A ALIERNATIVE I s/w WIN. OrNsa SEE ScNEoUUL ()K Sm 1. MOINFUL"Ou 90 1,,% J OR LO to Putt ;z - " DOD w"(D WOOD PLATE ARIVIRED 8 CNNK ALMRNATLY" ALTERNAVIVE 4 LAC INSTIONS IS Ir' OICL W1 ''n' NASA= 0911VAINTION OR I" wm Wis." W/ /4*0-w.r ILS, U.S. 0 64 cc OR 1/4'9- To PARTELMATE MMut 10 00 ALTER ATI WOOD IRAME CONDITIOM.-A ANCHOR JQW["N meummn PLUS 0 Ir 0C A/ 1 In, w ­00M 1ENFIRIOITIR 1. EASING WOOD "ALL NG IN FLAW TAB QN NOTE -011. _KS NOT 1. Y,00.1471144,14, 11� ALTERNATIVE IW EN SIC SCALE 31TT' z 7 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) F". 10(m. AN, VANIZED STEEL STORM PANEL 20 GAGE GAL orMm I FUSTA"TONS ARE ONLY VOLO rDR SuLDINCS WNFH ASO 4555, -72 0 pNF NATO PANEL'S LENGTH OR TO W-8- DEJGN CADS TO sl E Ur Z GLOBAL PROTECTION PRODUCTS, LLC. 11LIECO• nes MILL 2 FDA NEW WOOD FRAYS C06"dC ON, WOW QJENNRS IC PIKE N. 2. W/ SPECVC DENSITY" OF 051 OR EQUAL IN, SOUTHERN 4,z, Z�, 4 .. 6! S`1411 DIM FI. 3131. 20-176 m.)m r_ rN �-ODNIIII I'[ M_ �:_, m ALA.,,.6 TRAMMIG - It or 26 1 -4.- W (D c- W - M > 0 (D C- CU 0 0 (D Q- U) (D 0 7D 0 ca 0 .0 LL U) 70 U) E 0 0 q. 0_ U) 0 C41 CV C= L0 �4 C%j .2 cc LA- 06- In fD C=) CL= W 03 SI uT E C>O U) S. Q) (D (C3_) U) =3 0 L_ 0- LL C: coLL L) LU _j 0- SHEET NO. SH 1.1 3' Ma I' MN, � __ 0 1 0 0 O I 0 O 0 ' I M'. I �i I I -.;I ,I ANCHORS (SCE SEChONS ON SHE[FS 17. 10. 19 A 20) ----- ---. 1*3A/17, 4A/17. 5A/,6. 38/17. 46/17. 5e/11, 3- MAX. ILAW/1I. YAW/10 A LW/20 r"aBw/1I, 78W,'Iv it 6BW/20 T- MIN. - 1 (/��) all �/�}� I r ` ( a,_, (D I;.Het t: 1 htpAAIF sTGw .Nu. 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(SEE SECTIONS) +55.0, - 72.0 W-B" 2 3/4" UNBOLTED - FLORIDA WILDING CWt. gisign vvivicity nurncane ion* -won LKnm. ae v '•. F r 5 O VANS T P ! 20 DACE GAL ZED S EEL STORY ANEL - F ORI 0 r au•S � ,rr eY -_,._ on - . GLOBAL PROTECTION PRODUCTS. LLC. O1'Dut '}Ann1e 1.6G �P V INc. oArt Ir/ .BOO ! w SI t11EET // "Tan". 0 a [HALM RIME ONAL n. U31. (' / .I* ..;�,- 4w .+RRR, n MIa PROOF (n.)e•.-T,Fa, FAX Iee4NN-M7 20-1 76 I rAo,• IMe)'Y]'�-,4W .. Ual *._,.N -`- a-Dcoe7,t167 P�•w IMpw.N w ..°'c %EAL/s"el'avE, WRIER A IwN A. PE - aNm tea 4e - LARIA III. OF Tq 1N-TAUATION DETAILS F4[i_,QU1Qf"2__ .QR_I.LL---5A=_5T9-M_PANEL..-Y_5IEM ffLO EXISTINO_.W_0QD_ JRUCTURES - A-,- WOOD HENICR •. f,:,e HEADER *001 HEADER WOOD HEADER - I NEWRCD ! t .75J 'P:.^ I REOUMED RF0UAC0 1 ) I - -- �11APCrN a G C AHN:aN o a O.C. TAPGpI 0 6 C. JI• �( 4 r I -AN 0 B D.C. �/ / T 1ft/ N/ t RA, YM MREAf.XD - 'I MIN iWOM P1 1//r MIN. iHZTp 1 ,/2• MM THREADEG PEN PENETRATION P[NEIKATION AI WENT°( PENETRATION Ai WOOD -/ PENETRATIQN AT WOOL PTKTRATKIN Ai WOOD L , j' HEADER q /1 `` NFAOCF HEALER HEADER I I .I�1 <Ru 1 -1 I 'N.',,, { ,e.1� _ •i - '_'l7- ij7- "1 1/2- , a'I-, ,--- -1 I _- , /[I� 1 7' T• i u. MI, I, �' Yin '. - eems�,, _, I33•LD,, ____.1 - - lEf1Nr. -� -- 'G't)NI J . ,ow 11 Eiij ` CD i I ;. d CT.' a 11, ' Xj ISII G.l. ,Iwtu W "" fMSnNG�'•1• !:i1711SiWO OL IIW, 19EF YHWOU:F i,' NaI. LASS- 'PANEL LENGTH W WET. tf1 M... PA1ET. ENCTN Q 1' MOH. IOtk eAON NO1 1 (SE# ) (SEE C BELOW) 0'W) I ( C t NGiN PAN PANEL I, w, nO.RtTMw I w M VAn,FIIDII LING l AIsEE NFrR I IrtLow � , 10 PASS ! ( 1 19 IA.we ^l,_ (SEE P1OI[ aTl awl f71/1i5' - leM SC,lD,xE � � 1/4.1-2A I. ' :"^ i aN YfEF Is) 1/4'e-2FA11- 1 a.eST.. ' w _. SS 4.5. N AS M.S. I / f 'NinJ/3z' 7h'r . N �,_____.`,..,;., ',.. y Y11IO Ip71� .. _. -.. WING7 I ',:, __� .,. 6_ 6 .. . ___.__.-.,,,, .._ - .. ...- �-__ ,.� i - , .,. _.___7 i I I1/4"I TAMan W. .. 1 AITN II TI L.----�-_ .+ ..... .,._...JYi.. - I PENETRATION AT _... i.- - I, -- - _, _ •,' II- ' HITAMON a PLATE I n' I ;?SALT. 0 I i - (3 6 1, _ 'i -- - - �_ �. ..-" ,',' HID ; II -�1. il�i_ I ,. •' : .. EO ^•d i, I .. _..-.. 1....-_ _.-.ALAI.,..; __I�OOT _ I _ I E0. ..�. - -_-� 7/sYN3/3a N4C NUT 7 •. 3 { --_l.. - y--.---I-.= {{-^•^'7",.:{" j: tA'3'ME. W/ I a•._20a ai5. M. .�`"-'_ COAT -�1 I' CORT'�I / M.S. w/ e a x wlD) NLrt .t'e'. I *INC RUT e . MNC "')` - WASHER O 12 1/2' O.C. .�.. WASHER (9(YDNO) 'tXAVEA OIL OT ER ( • 12 I/2' O.0 , ' MIJT wA571G (BEYOND) _, t/re rAPC'OFI r D.O- TAPfAN . V'. il\PCp/ • e' cc I I„, 1//. / • e' D.G w' 1/z MR TFMUOED 1I. _ VAGOMED W/ ENO) ISiAOGtAEO TO/ 6Tu0) P nOS A7 M my. 9N L /x• LPN, THREADED I I W/I 1/2- MON THRID,UDID OF PLATE : _ - AFTRAT, . AT .0.01. _ L.. PENETRATION AT WEWOMI E1 PUIF - a PLATE ).. ��{� WOOD PLATE ^ .F• VA rVTL - NFrAN11 RE*VHEO 2R",e W0°p PLATE 7EM PLATE 110U WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION ALTEgNallVE HAW 0 REGULAR PANEL ALTERNATIVE 78W ALTERNATIVE_ SAW ALTERNATIVE 60 SCALE 3/e'-I" O LIFE SAFETY PANEL O REGULAR PANEL O LIFE SAFETY PANEL 5CF,1 10--I SCALE 3/8'-,• SCALE 3/8'-1" .I NHn11M,,,IM', p p 4F" KIM\LENS£ ' 9 . �' \-FLORIDA BUILDING CODE (High Velocity Hurricane Zone I INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WIN &SO._DESIGN LOAM • TO PAWL'S 10 •x0N0 ,kRGO, INC •j# UP .55.5. -72.0 PSF AND LENGTH UP II'-e r A1. ry No, 20 CAGE GALVANIZED STEEL STORM PANEL OFM.I m. 2 FOR NEW WOMB FILAME COIATWCTION. WOW MEMBERS 10 BE SOUTHERN _ .. --- ----- - *.C'• F,.E No. 2, w/ vAclrTc rERMrr OF o.s, ON EIXAL. z , _ `� i GLOBAL PROTECTION PRODUCTS LL.C. 01/a! TA E *- = - (I/ 111 L�` E C O INc. w°Y s* m NMI , wn. .Y T''• FL %IJO` :' _�.I,�� �. ' O: •. `�4'p2J }RAFT }LtiTRq i [NN-L FK - DFVC. IL n)14 A 20- C N - Fa. 10 - WPmm Anal. Fv1.A (Fra.Kw-TAD. FAA (* )N -on7 176 ',.FSSIQ ALA' / M.. INA). - r- ONI).-• �� ww.Mw -1 1700FII HILLFI,•PE 'IMLI'VIDIMILIKI n1E ay,rG A r°OJeAUTt}, PL �,�Iu i.14.. - - _ - ItJSTAI LATION DIET - -J-Q.B QQTIQ L #2 FOR LIFE SAFEDL STQR-M--PAHEL SYSTEM INTQ XISTING POURED ,CONCRETE OR CONCRETE BLOCK STRUCtVIJE5 1,14' TAPCON ANCHORS 1,4' TAPCOR ANCHORS 114' TAPCON ANCHORS 0 6' O,C. O 9' O.C. 0 r O.C. "DUNE) CONCRETE POURED CONCRETE POURED. (:ONCR[TE POURED CONCRETE DR CUNCREIT OR CONCRETE OR CONCRETE OR CONCRETE Boo " RECOILED I BLOC!( PEIXARED BI.00N RCGJIRCD BLOCK REQUIREDI _ - -II : -._. 1 E P. E.D- /�aeE..' EG• �ryy, rC• I CONE'. I GONE, CONE 1 IA. YIM.In IP 1 ' rn LrrAAF1MA ro -.� I H.. Rr•I,r,W ITT -� I M m.I..cN IP I .' IMCON ANC.oNs O 9' OC I 1 Dfr'' i 1 own ,oe - m MLI c •,.m, (WL ' ! I - I= V•' Ec'lisN-," i GUST. 4 D CXtA11tTg-,j I I 9 EXIST,1E9�1 A d A CIASs I i A GLASS I { A I , spT''. x ?-,If � 't - . I f 1 fy l••Laar an - •� a. v'T Nc. W/ rAv . I r� 1 ' ,ly t/r.-m . , _ Y� �y7�]6.4'. we10 - • 'LI �f v ""'( P�aAN� M P �y�jN[`R I 1 1 _ 1 :.,� 1 �1 ... „ , i r - I'll ! I 'E .':r': ' e' 1 It -�� 1 I ° T.t'IrtII � I 6. 7 1, ,', 1, . ". L,D 3 ro. (3 O.- 11" t 1. I to- L. i �11 — I I 4_ y I� I � y .11.1 I - A , � - j 1� il"if 1J .'S.S. 4.S. W/ 1 T _,J ! I k c_; , , - ".. -- 1 /%A(;.,�Fy /,'�\-_"T%EvI,J/37' WING NUT WASHER -I I'r.J/32- *IING OUT WANNER • I--C '.�e'r . 3/Jr WINO NUT � I",,�1•r . 3/32' WINO • 17 I/2' O.0 (BEYOND) C' , WA•p1ER B 17 1/21 O.0 ••. %eM NO WASHER lelIDND) 1:'4- TAPoON ANCHORS _ 1/4' TAIN ANCHORS _. _J�4 1�'CANCHORS I 4�� ON ♦ 4 1/2. O.0 .0 l 1/2' O.C. (STAGGERED W/ SRN)) (STAGGERED W/ Sn1C) 0 4 1/2' OC POURED CONCRETE � GUTTED CONCRETE PORTED CONCRETL Pw EG CONCRETE OR CONCRIM BLOCK OR CDNCRFTE °LOCK OR CONCRETE BLACK OR CONC'ACTE BLOCK REQUIRED RFCUFVE REUVIRED REQUIRED ALL MOUNTING INSTALLATION nEALL MOUNTING INSTALLATION WALL MOUNTING tNSTALLATION ULL MOUNTING INSTALLATION SECTION 3A SECTION 3B SECTION 4A S"IQ -0 OO REGULAR PANEL O LIFE -UFj PAIL O REGULAR PANEL 4 IaEE SAFETY PANEL SCALE 3/e. - SCALE 3/8--I SEMI J/B' SCALE 3/8'-,- SEE BMW is • 20 FOR A-MORS TYPE Fty.yC°„ TM wFAICK FOR W&UthI NS Mo WOODNO= w. ANIMAL WCm I.,I __- • AWE BUILDING LIAR" ARCHOR SPACNGS AND NIMMUN CODE DOCIANCE AOFMATED ON n.5 RE _ --T�IwaI D.I •eIN•Iwr . 1 - Yl. ()HALE no EA. an THAN INDICATED ON -I IRA, I ; D..n.r - 1.) 1 500111ALA REDUCE AND" SA CRIC OFT THE SPACING SHOWS ON tfHELVLE ALT.L [A ow 06eER'O IIlC10R BY FoL c THE k To w oSMIFACTKE ED III, Ophow w r0 K WSiwkE ETIA, ,/ 7' 31 _ SPACES w.,,et. I19417 FACTOR $ ,lr SPACING Di> 70 FO LESS MNCATYO ,m--- NFC OR `HI THIS mR FAd µ[HOP TYPE ON TICS SCHCMLE 7' - I,n. . ",,,,DPP T!fOi�9, �: - ,,*' •ENSF --'. Nn. MISS '. *': ISW 4 �•_ � ___.�y._s_._.__ .ALAI. - 5rN/s FNFTuw/OML FLORIDA BUILDING CODE (High Velocity 8u,ricane Zona .- -t .INc. 'L 1�ECOINc ` ,„y EO 20 GAGE GA(.VANI S STORM Z STEEL 5 0 M PANEL FP I GLOBAL PROTECTION PRODUCTS, LLC. ANTI I.w. e1 3311 PHONE IS►FMM 7e e, ANr� ('iw'-Rrn 0 , a1L_- 20-1 78 aRAIT ,w . , dR_ r m .M `IWW A n .1. m1 n,-.un Gal -LAIN, u-o° I. WArOI A TL♦rt *.. AE an , Nn. �' ---' BALM rY a „ Jj�Sj{�L isAT�ON Q�TA�LS._ FOR OPTION FQR LIFE OR PANEL SYSTEM INTO EXISTING WQQD STRU TC uR �- __ 1 T - 4 e APCOM 0 8' OC '--'l"' I 40 UPC W .C. ` + "••„/,I ' - lY/I 1/2' MIA. THREADED �. i-. • . Vf/1 I/2• MN THREADED ', � 1 PENETRATION AT - jj ( PENETRATION A, WOOL/ r/ 1, HEADER i I HEADER /) V Y I SPA, \ I '2., T-- N°. I .'\t • 2• -_ i WO!"L I.EN .++ WOOD HFAD£R R- I .. U I "Eau, MP, �I - I -- !I CANT. GpNT 1 J -- , I I I G c AA I WTI MPN . D GAS K I - DIET DOLE O , I ON 642 a I ', EXISTING -, W. Ci1SS'-' -TOLI� 5� tE I PANEL LENGTH _ ." 1 .._ PANEL ENGIH EXISTING OR SHED tq IEEE NOTE I BELOW) 1/4'e-20x1' _ I}{'., I I (SEE NOTE i BELOW) / 'OUT/, N?! .. �---�- -. 1 � a1 I I I yy I ._� --- I .: . I 1 !' _ `t i 0 1 I t �_ FO {{{ a. CO I Il `�' ( -+ - - tL "' y"� ' E0. ' I , .Y - ii �� -- J- --- - 2".4' WOOD PLATE ., ', T/8". IF 3/J2' WING Nut 2'14' WOW PUTF I ' 7/9Y . 3/32' IFI9O MlT I . . , REQUIRED WASHER a e ,/4' D.C. REOUMD _ -I wA9NER 0 (BEYOND) 114-10 PANELMAIF PLUS ` I JT14-10 PANELMATE PLUS j i • 5 1/4- DC Wjt 7/6' O 6 1/4' 0C. W 1 7/B' �•I THREADED MIN. IHREADED P NE7RATON MON. RATION A, MItl1YIDYH OIPLAIT IAT MIDWWH OF PLATE .. i WALL MOUNTING INSTALLATION WALL-MOUN1INGJNSTALLA1I0 ALIERNATlVE.MW „" ,H ALTERNATIVE BRW PPITIQI w O LIE SAFETY PANEL REGULAR PANEL T,. F O" , •,,.'. . SCALE 3/8', 1" : Rom,•' -`•' SCAIE J/8•-1" \LENS S�: \, f '- FLORIDA BUILDING CODE High Velocity HurrIcon* Zone) IT, fifffix' ND - FC "�°'0 n'°• NQ i 20 GAGE GALVANIZED STEEL STORM PANEL 1lAOIw IN z: k i _` 1. INSTALLA/ION5 ARE ONLY VALID FOR GULLDXNGS WITH A.S.D. DESIGN LOADS * l`.'' A, -- -"' ' lYet/7A/weo UP TO 455.5, -72.0 PSI AND PANEI'S LENf.IR UP 10 S'-S' ill, ' ��417-1 'SATE Li..1�E C O (Nt\\µ�L PROTECTION PRODUCTS. LLC. wttPINE 2 FOR WEAN WOOD FRAME CONSTRUCTION: *000 MEMBERS TO BE SOUTHERIN 4O 2, W/ SPEC:FiC OENSrtV OF 055 OR EQUAL. i NOR_ M1 3111a•,,,s .(•'•. • aFa rA -I " . Nw *, aA Par.,.H n MIY P,iDHt; I•M)e*e-1We, rAM (wXre-67vT 20-176 ,- ,,,IS/ NA_C�v �--- rw. Dal•CA-10057 , M •. *NM pUMH4 llll SEAtJMpNTURL/wIr IIIIILIIWT WATER A RIN Y, PI, RA '.-FN - .._,.-- .-.,. .GIBS -' - „en a a IH __..-.-.__..'--- ------__--_— QETAIL5_F4.R.2P1.LQN .#Z_EQR_-L!F-L.SAEETY:SIQR PANEL SYST 1 INTO EXISTING EQV-RE-D_-QN-C..gF.jE-QR-.,QKREI-E OLQQK SIRUCTQ.RES 14 .' TAPCON ANCHORS ,"a" IAPf,ON ANCHORS 09. O.C. i 9'OC P0JRED CONCRETE - POURED CONL'RE'TL ' OR CONCRETE BLDCk -� REWIRED S OR CONCRETE (ROCK REWIRED 3-IS _______ , MPI I _.�__ _ _. _.._..._. ED. EQ+ 1. Eft 11. «.'W iKw M(t1t =I II .1 l' v _ i ul. fib; ,Inn N ' 1„ T] h ; ✓ - III- «ink W'aA ETIVI- 'i Tz; !I y� i%a Ek151D-4 �O6 0 GIA35 1 i .,ge-t,- Gt/. S __._._._"'•I:J-__.. (I ? I1 A 1 I _ I:I ' _ -k�� -. - I9 g y I , 1 I J ' - D xx 3 I n I i I7u` WWP N1n • 1 I -� " ; .1. i 1 F r " I . : � : . -I , r,r_ I ,I"" // 4-IO'r PANELMATE PLUS W/ ) ipi PARELwTE PLUS W/ 5/S•.. 3/32- WRYO NUT Wle ASHER Ie . 3/32' WING nut '"$I n 0 e 1/4- a (flryo C) POURED CONCRETE POURED CDNCRE,E ON CONCRETE BLOCK OR CONCRETE stock REOJRED REONRED WALL MOUNTING INSTALLATION XIALL_„MOUNTING„ INMLLA110 SECTION SA SECTION 88 O REGULAR PANEL 9 LIFE SAFETY PANEL •,CALE '3/8".1, .....,FHH1111FFIN1,,, SCALE 1/8--I.' ,?.- SEE SHEET ,e • 20 FOR µCHDRS "" A N410111 nl[ T NM6W.1L Sr'K+HNG FOR INSTAMATXKR ,NIF)'ROOo _._ Iw AMaF R *.MWo OW Y ) FRAME RMLAIMP MMWW ANCHOR SPACINGS Mo Y•MMUY ELOCE OFSTACE AK INDICATED ON THIS - FRN Im �- W 'I-o.I.OJ 3'V- ...•.i--' --4---- 1 SCHEDULE FOR So. LESS THAN MIAGTED ON w.- • It, SbIEDUE REDUCE ANCHOR SPIGOT. TH Mv`J^`,Ac SANCAYG SHOWN M SCHEDULE AMPL 'IL WK WNW 1111" BY THE FOLUOMTIF, FACTORS. FEW MIS OPLRAK)N TO BE POSSIILE, REOYCEO ��I I11 "' ]D 9PACIRC OSTAWIO � FACTOR SHALLNw , ,I,• - _ K LEST TIEµ MIN UM SPAnRG OwC tLD " EACH N ONOW TYw ON THIS SCHMkT - ,• ... ,� ��'ti\CEN-se - ��S :` No.44167 *: ( w 7NAL%wl"2 A,j IIIIIIII4111 /4. =&,VA MM/OME G N NO C V I ID - A1r, cT Y pJS CYC•TFY 1 E-Z HANG STORM PANE, SHOWN ON TIN'$ PRODUCT. EVALUATION DOCUMENT (PE D) HAS BEEN VERR,ED FOR COMPLIANCE IN i ACCORDANCE WITH THE 2020 (79, EDITION) OF THE FLORIDA RUILDING CODE DESIGN WIND LOADS SNAIL BE DETERMINED AS PER SECTION 1620OF THE ABOVE MENTIONED CODE, ! FOR A WINO SPEED AS REOUIRED Ely TUIL JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND I P OR A DRCCTgNAI fY FACT 5 7-1 AN ' HOT X TH 1 OR KO -DABS LOSING ASCE 6 D SILL. EXCEED E MAXIMUM A5.D. ( ) D[S+GN PRESSURE RATINGS INDICATED 07/ SHEETS 25 A 26. W ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WINO LOAM DETERMINED PER ASC£ 7-16 SHALL BE FIRST REDUCE) 10 AS.O DESIGN WIND L(IAUSBY MULTIPLYING THEM BY 06 IN ORDER TO ITO COMPARE THESE W/ MAX. (ALSO) DESIGN PRESSURE RATINGS INDICATED ON SHEET$ 25 & 26. I IN ORDFP 10 VERD`r TWIT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TES-TED WERE NOT OVER STRESSED, A -NS% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS TjDT USED IN THEIR ALA.YS6, FASTENFRS SPAGING TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH NOS 7015 STORM PANEL'S ADEOUACY FOR IMPACT AND FATLGUC RESISTANCE PAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1629 OF THE ABOVE MENTIONED CODE AS PER FENESTRATgN TESTING LABORATORY. INC PEPOR' / 2032, AS PROTOCOLS TAS-201, T - AS I0 1 AND lA - 5 701 T1415 SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE Of THE OPENING ACCESSi G T OPENING' PROM THE I INSIDE W/O THE USE OF A LADDER OR LIFT THIS APPLICATION IS VAPtl WHEN INSTALLATION IS INTENDED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. I. P I A 1 i I I" J. SER ES TIT FROM THE Rqs; 6 APPLICABLE flurT O SHOO. AND OX 9LE FUMY. SIYLC WINDOWS WI FN INSTM I.AItON .5 RTOU NED 0 9E '. PfRFORMT.O iROM T11C INS'it% Of STRDf.7YRT. I 4, SERIES 2000 INSIALLAIION 6 APPLICABLE TO SINGE AND DOU®LE HUNG AND HuN12UM,AL S1.:DERS STYLE WINOHhyS WHEN INSTALLATION IS REWIRED TO BE PERFORMED FROM THE INSIDE OF SIRULIURE S. ALL ALUMINUM EXTRUSNDNS TO BE 60e3-16 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) 6. ALL ALUMINUM SHEET METAL USED AT CLOS(JRES SHALL HAVE 3105-1114 ALLOY 7. ALL STEEL SWEET METAL PANELS SHALL. -LAVE STRUCTURAL OUAUI- STEEL A57M A-653 ORAO'c 50 MAR., GAVANTZEO STEEL OBIGNATLwN W/Fy- 58,5 K., (AFTER ROL(ED). 6 ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON SOOTS W/ 50 ALAI YIELD STRENGTH AND 90 LM TENSILE STRENGTH A SHALL TAe4PL.Y W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4 9. BOLTS TO BE ASIM A-307 GALVANIZED STELE'., OR AI51 304 SERIES STAINLESS STEEL, *,TH 36 kT- MINIMUM TEED STRLNGIH. 10. ANCHORS TO WALL SHALL BE AS FOLLOWS (A) TO CXlrTiw_' P.D,fB D..y,(i &ACrL - 1 4• N A F IT IIN (' - I / • iAPCD ANCHORS 5 MANV oGTURED BY W BU LDEX, INCWC ( c � 97 a.. ..) - 1/4" • X 7/8' CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC (MIN. 1'c-3000 P...�.) �14-10 PANELMATE FEMALE ID A 0ANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCT. (Fcw3350 P,ItI) At) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SNAIL BE 1 3/4• AND 2- I'OR PANELMAIE FEMALE 10 k PANELMATE PLUS, A2) MINIMUM EMBEDMENT OF 1/4'0 9 7/6- CALK-114 ANCHORS BALL BE IS 1/6- INTO CONCRETE. NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE P(Ptarrm 7/4• 0-20 SS SIDEWALK BOLTS USED SHALL BE LC04G ENOUGH(SHOUID ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4- INTO ANCHORS A,3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON IRE EXISTING WALL OR FLOOR, ANCHORS SHALL BIF. LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SWAT BE AS MENTWEO IN At) AND IN A.2). (0) TD,0IST.Jb6_LONCRIM EaQ:._wALL - 1/4' r TAPCON ANCHORS, AS MA•NVFACIUREO BY 1IW 8111LDFX, INC 1/4- e A 7/8" CALL -IN ANCHORS, AS MANUFACTURED STY DEWALT INC (I'mw,500 pxl.) #14-to PANLLMATE FEMALE 0 AND PANCLSATC PLUS ANCHORS. AS MANUFACTURED BY FLCO CONSTRUCTION PRODUCTS (E -7071 psi) 0020 1010co NC 20 GAGE GALVANIZED STEEL STORM PANEL _ ERA* m �� °'l.11- L ETCH GLOBAL PROTECTION PRODUCTS, LLC. 4lCO A. et SKIRT PARE, TY 33)T. - .-- . - 20-)7e Na a [MIFNINIKINa Ga"N'", A\,nOwALue-n M,w I'--,w IOU11-nn u-o/0e719 N,OHI (IM`L a-7M5. 1. (.H)O-SAPS )AIMING w - _ wn U OI It IL.. nun n. PE B I) MINIMUM EMBEDMENT OF fAPCON ARCHO?S AND PANELMATT F•[MAI.E ID w NEL PAJIATE. PLUS Iwo CONCRETE BLOCK SHALL. BE I t/a- III .1) MORMIW EMBEDMENT OF 1/4.0 k 7/8- CALM -IN ANCHORS SHALL BE IS 7/8' INTO CONCRETE N EMBEDMENT t H MAT D E BEDMIf INTO ANY FINISH CRIA. SHALT BE PERMITTED 1/4- .- .0 5 N 1. '1 Y FINISH 7 S SIDEWALK BOOTS USED SHALL BE LONG 1. COIGN SHtt]UtD AN ANSI MATERIAL E t0 / M Y5T ( ) ENGAGE, 3/4' INTO ANCHORS. IL3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS A HASHALL OE LONG ENOUGH TO REACH THE MN STRUCTURE BENWD SUCH PANELS., ANCHORAGE SHALL Elf AS MENTIONED IN 8,1) AND IN 11.2). C ANCHORS SHALL INSTALLED FOLLOWING T F1 1 () L FM A15TALLE LO ALL OF THE RECOMMENDATIONS AND SPEd GI ONS OF THE ANCHOR'S MANUFACTURER T, T R ITY R $HtALt BE HF f.SPONSTdK OF THECONTRACTOR T RIFY F' GE0 SP THE SOUNONES$ O SALE STRUCTUREWHERE LOCK R E E O TO BE ATTACHED IO INSURE PROPER ANCHORAGE THIS SHWTTF.H $IIALI ONLY BE ATTACHED TO CONCRETE. BLOCK OPAW00 FRAME @UtLDINCS 12 THE INSTALLATION CONTRACTOR IS TO SEAL/CAUIK All 'SHUTTER COMPONENT EOGF.S WHICH REMAIN IN CONTINUOUS CONTACT WITH THE euitUING TD PREVENT wIN0/RNN INTRUSION. CAULY AND SEA SHUTTER TRACKS ALt MOUND FULL LENGTH 13 STORM PANEL INSTALLATION S01.1 COMPLY WITH SPECS INDICATED IN THIS DRAWING FLUS ANY BOVDINC AP40 ZONING REGUTATIONS PROVIDED BY THE JURoSO1CTi0N WHERE PFFI 15 APPLIED TO 14 ATRIUM WINDOWS AND DOORS, UG E - 1 HANG STORM PANEL. SYSTEM'• IS PATES POCNO 15 (a) THIS PRODUCT EVALUATION DOCUMENT (P E.D.) PREPARED By THIS ENGINEER IS GENERIC AND DIMS NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; ;.e. WHERE THE SPOT CONG(noNS DEVIATE FROM III[ P-E.D. (e) CONTRACTOR 'O BE RESPONSIBLE FOR THE SLECTION, PVRCWASL AND INSTALLATION INCLUDING LFE SOJEM OF THIS PRODUCT BASED ON THIS PLED. PROVIDED HE/SHE DOES Not DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONMUCTION SAFETY AT StTT IS THE CONIRACTOWS RESPONSIDIUTY. (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. (e) SITE SPECIFIC PROJECTS SHALL BE PREPA RED BY A FI.OR104 REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E OR,) FOR THE PROJECT MO WHO WILL Elf RESPONSIBLE FOR THE PROPER USE OF THE PE D, ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P E.D. ENGINEER. SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOAL REVIEW (a) THIS PED. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE Or ERE PROFESSIONAL ENGINEER or RECORD THAT PREPARED IT IS, STORM PANEL MANUFACTURER'S LABEL SHALL BE LOCATED ON A REA04LI VISIERE tOCAL10N AT STORM PANEL IN ACCORDANCE WITH SECTION 1709.9.1 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPEHINC. IABEUNG TO COMPLY WRN SECIION 17099.2 OF THE FLORIDA R iLDNG CODE r,,10EN,F,I/9': rr4F�P' a No.44167 s iIII *. * *s ', FLORIDA BUILDING CODE -NI h Velocity HUT cane Zone O,r'• FI!P •"yyti PFIW MITP), INC I 20 GAGE GALVANIZED STEEL STORY PANEL t� eI PROTECTION PRODUCTS, LLC. R n /' IF , / W" 1� E C O INc \GLOBAL / 4 iR-I'�J-t'EfEi- OIL citamis It COWANY DnHE.Nlaa Rr- $IMI. -- 20-176 ll `- I4M1 YµIw YMYtL'IY MLA fN I Ali'-,Ae FWN N,_I G-WOR'I$ *.It. A MLR A-.. P.E PHONE PajeFs-TRAP rAA: (e5af4N-U797 OR.- w: FINS O Pi SIA/StpIATWTJp,An - MIEtI 41 .. weo. a .4, •11- r _ r- L O Q 0-O = 0 O = a7 M U _0 6 Q- U) = O = -0 M U O C6 -0 U) �^' O 1- Q � O W Cu O O � LL .6 M Q) L O C— 0 w Q Q [— -0 _C /r/^ vJ Q 61OM 9 N 1 r z - w Q :5 J. U [- � �i = V N m yE e.L L^F_ f^N G t y � � cn Q a " Y N i O9 d E - = -M = U • Q � 3 M � - A 61 w moo) ? ,_ . c C3 1p - - " -& -M = E A O U - c� -- - - — COMPONENTS_ FOR S ES 2000 aE ---- _ _ --- -- ._----- -------- ERN 1000 E- �iANG STQRM PANELS J-/241► ti (SE[ HOTEL 2 NL(w) I IIISYTALLATION QUAIL$ FOR--_ IE5- 2M--Ak p -1M-f-- tSCALE 1/2-17 4 e/ OR r/o 014.1- e,M,E rw. / OR saTXr s ON sFAM. 2e M°([ L tIELo+T 3' MR.. 2'/24 ,'/z4 e S I.rw-� RL-1,,(Ea Ko3 3 KTW) apraLta PANEL INIQ �Q�RED CQKRETE OR CONCRETE BLOCK. 0 EACH _ I. Y1n, SCHEIE1[ am shRL N 3' MIT. I ". (scs - -- _- 2581, - CA 1' 24 4' 24 -r AI 2 (Kt SraS9AA w TALE[* m) •. -I T• ��M��4nIIII. ----, r(y�C«.. IS.,9e' (TOTAL "I'll . -. _. � I FOR COSDIEIE ANCMTRe. 3LE i _.a -... .•-_ � a1pH'f7O a � � (tl1i f1,Kt �) � �` --„� CHI WIRWFRM� `' A Cow. PI wYr 71 _ �n.rKn i- 12-So0' (EFFECTIVE WIDTH) I - - - -- ---T �2.250' f,,y 1- A w- . __. I^ ---'La iirt meo-A.) d�or -- SCTEaxL a rat x It it?• ---- _ _/:• v ,/2' - Lyr I 4 IRA Won m �i.�eLW u�� )`� l w D \ 4S. I �T�k K W ,x- - ,_1,o Jso - soa �Y`\ G'Tlm`G'� - 5 1" 1 � i ,. 'ti .. _.._ IOPRD, eDMMF,i Y °i 7 _ F + `2150• 22A4•a.300' .. , _ _ .�_ EitEll I I + EMI 1°'vow) Lii `�,., ,! -anL,•��i:4 ere'a R� 'I. ✓ - ! Typ TIP• _.� - . - _ _�_ _ E' �-. ..01 _ _ _1_ _ ,-- . ..- I _ i I WTI I 1 S:•. W raAd 'Eye /J' I O.O.Te NM TIIGK HEMMED, < J.SW 1. SEX .I .t,. r. - _�r-�•^ y w,X.L. I , __,I.._ IRua H,ro Ya / 2.eL+T aaLV.w7E0 ,,,-.. E06[ / p 115 2.2..• Wm 1AtlIFL) (elloaDll LAURT.2 (INtOIOTI vAHEN [1M[R09 IAYILI2 , (( �PN�1.) 1 *0 X L 9 T(kA9 pAEE1,) tN10110R PAM[lIi Ft�l tRRO10R •NOE.. 4 I , - -I �. "'N a% ''..(1) 2.DI . -jar. TIP. Asn A-vNI 7', .1 1 p I EWKr R"1 `- NEDOF ° GRADE SO MI53 MFAIL �1 J I_---.--�,,`\_.J TOR 2. i.. 6oSe' 1 31 3, . bELaW • I T , •I I I T 9Q N01E �. 3, 4 @FLOw i l 1 ' , , , .-I. 1p( 1 I. M i /'`U) AIL A l G-eO GALV. I IT. y�-p•}�--�g�y, I . ` ! I I -,_ 17 1 snwl I 1 -E SV7I {e.S A725, 97s0_ r I 1 Ff 1 r i 1 i i j i i I I-T ,u*R,'F•Fi •` i - F ��_I IT 'I 17"' ,. M - - z i �-11--J _ _ -. - 6,aso' .-,-_ -__ - --- - _.'- 250`I -- U *,-.-_..2 470---'I 7�D. ,g4,7,N� M7 r- A• N 6w/ F 1 1 �.�..!`��rrn) 1 Ki R! 1 PJ I .�.i 1 T-F• //9 4 4 y; w/ - _A LAI - --. 'I. - ... -� . . _. _ - . _l. .. -a wPwwVTx ., F.-..� I -'---+L- S_ J a Fwn I rNc wn a .2• nc i ., I E g (� STORM PANEL - LqU -L. . �.... '.. _ - , ,�,., _�-vt. Lt _ . -I 1. ._ y . �i .-d,Y1,.kL WIgNUTS 4a X •L• - _ - _ ""•.- _ _ .. _ _ _ _ _ y, _ _ -. t .n x •a t - 1 i 11 I i i I 'Tr S i r 1 AID 1tD I '� I I a i I �I _ ; O .. 2 REVERSED h TRACK 3 T;EVEe D aU TRACK L —� ' ---- �f--'--+- , rAELNA,e I sLe SHULT 2. I F i nL F uu ` 1 6 1 ./.••-,401. O O « N _ .. L_ I I �: . ---s--`---9. _..-: - ('m) ( SrfOi+I°iMmF F- ESEPp4ARAT6. , 'P- m So[BAE I , n. ".,,. i„'__'i_--"T_�-'-_ f___-_-_-F---'^. • ' DN L 2 1 °Y I ! III J Y[ 9vi. M YXA P/ _..s..-_..�_ I SQ NOTE BELOND 5SLE[E Kan 3 O I _ --®'-^ I Lt FCAlOiL*� 1 4 10i',r/: DK tlpT 1D '• %••4.: .LY, TP'6 FOR 001111 IL ANCHORS, SEE OELa6 •• ttow7t LOGATKrN 7/6 �]/)7 to wss 1.'/6 F�lln W Eal* . P � M RAM% 45. ,SCIkvmr CON TEET 73: FOR R1uDD $CREW------•- Y �1 LOCATED,1- -.IY-- I .'/ate I I ro NA5S MMgM wm Uf I I PANEL'S LAND LOP ! - Me.NA 1' Y �. _---.....___ 1MNN N1E/ND � Ai FNa KNYBS I I fOR o OLATL NK _ Q �C ,.-._4-emr � - aEl:a 2 3 / OR w// 6 7 I ''� '_' - I '- __ ----- d w/ HrFi4LEo emE X"' � - IN*,- xL IAh 3 � � --le' 1 /i OBIT' ww i E .. •. -.n s[cTgFI3. OFI 9N[[T to .... 1 o,YInAP I �r'" KphpAP i I ,Ti9�iF I„'MWr • � 1 U) *r` INK, y//,F1 n'� f' 1 IAST PµFl (11 ,a @E WSTILW At FADS. OPpaIO ALWAYS BE F'ROVIp[D W/ 1 I - ■ `-. / 5 xOOS' 2 pJ O�CAL Ow �/Y�CO �• '{rL, I W uPCN,NG E, O ATOABE W PROVIDED A w/ RDA wN i YS BE I' wiION�N I i I F I_ 1 I 1 ' ACI ! - y _ 125' E r-_ C NG STO1wRirM )!)1YN `-L''TiS1YaL f R M"°6RLKTFWIL'LnAE NsrALunoN� 11 N-CAT 9GYc 513x• . ,•SYSTEM I INSIDE a °s TTu 0 BE msTAulD FROM I i w�V T E( �_��- - f (11,Y • •• i I I 1 -i-, g -r I `_ „��- �,,� / .125' IT INTENDED TO BE INBTALUM FROM 1 -'-- I--6•'- � � i -T ,-- _.P. _- I I - i " C) 3,750- I -, 4 FN. CAP - /: Y.- CAP /4• N.-. CALF ;--L ---�- ED ply2y 1t I• T ,,Fj/»' Wm I IF p / `2EEExq� I •A Q / ,: LOOK. R.A r, 1 -� - I ` B 511A r i I I IniT D I 6tt I I 3 i PA "& r, a) = 1SQIIIFTRIC VIEW QETAIL A tom' ,( !�Y - 1 a.000 _ �✓ �% �i!-c` ,/�' ) �� N r kr . r M.J $ III ROUNDED COINER O ENDS Uf PANELS Jr {. (S 123' ' C7 2 oR©W/ tR */D ©. V 1,7J y4J� AiERNAR IacATEXT Fat' OaN'+s ,� I i Ia '' H N 16 r 1 1 ^ I i ' O END UP w/ HEMMED EDGE 1 75 U. 1 I__ -- SECTION A -A SECTION B-B AF Eko rAlw3) AFn T - IF, I 1 --� I - I 11 °.-----�-.... _ _ i— (N 1.$) T i I - - SOIL 3/34' - t' AILu*r .I. atRJ I • ( (' IN.HtD/ I 'Y'• ll:At 5/3r . r SQL - I E -..E_ 1 1 '-'1 3, M1 CdA:,", rr IL -- - �1 `sD= (,) f1FFMIr10N OE SERFS ,UDO. E - Z HANG STORM PANEI. $METES CONSISTING OF PANEL . I ! -� I I `'. 1/.Y-so.,l: F.1 aa,RnlaOMn _ , -a-/: N* ,;j AIL• - I Iw1Ea f -,.. _.,_lr-- KL/! .e , __.T. ^ . -La • w.-• E /Daa/ y12' ---•.a.000' .-..�YP.) _ _..S• yn... - ,B$]fj_,' fpn1. TRACKS AT TOP k PANELWTE PLUS OR TS' LONG'-' '+' I , _ I!e'N)!57' i' x /r.: (I), DEERAOON w SE1;9:S...ZAgg- E - 2 HANG sioRw PANEL SYSTEM CON5IYTNG Or PANEL . A7 BOTTOM W/ PANELMATES. D •y,4/A. p» Iw SN --L` ,pArAac n'° I/•-r"'F°•W' «-'w° WRe Mn a. OWJ TRACK 1 . FI•!",. Conl, TRACKS TOP 3 BOTTOA. (2) END PANELS SHALL ALWAYS BE CONNECTED 10 EX,' INC ILL WALL 0Y MEANS OF � U 1 �n ` R�v 6� � � �• "u''""� �/, Ron 1'�1 1OUah`W, rr „Iaa,Iy� � �=./.•.•,w..,/�g I,/K'�Ho�ep�alVi UO !71 4 ((5 GFR B T"x_ mMx.� ALUM. ANGLE P PANEUolris DR. IF usED NTLY w/ 1s LONG I iRACN AT EiO11C M. END PANES WMwn wMwRS/ N°F . ROOK _ _ SPITE a WNra e \ N.R Rn/R jJ `-/ �j (z) D PANELS SHALL ALWAY4 BE CONNECTED 1v BOTTOM TRACK OD1[RWISC A STOP BAR SHALL BE CONNECTED TO 2 W/ ,/{'t- 20x3/4"TA s. w Y 3 32' .az- NOY --r 4aIrR1[1L *NI a 9AI1 ,M «ev 7a7 ANTI KIn 1 1/{• WIDE SNAL1 BE PROVIDED AT TOP OF SUCH PANE($. J(9t, / • /� rr __-1 66 0 Or ec, ♦� fi081--TB Alum. ALLOY r vRNc NVt oR T/.•e-zax3/r w Dluu@scREw PNTci rAP�EO {E�cEPT As II« LIWn N)) i�i .f WALL AND DIRECT OUNTING INST. - N —`-° DALE oaiMnwf �„ M 1� v J rI� 125+ (3). iF ENO PANELS ARE CONNECTED Tq BOTTOM TPAACK, ONNECTION SHALL CONSIST OE DESCRIBED ON NOTE (3) BBBEEEtow)m '1 '� I t/4 R-aa.]ja• M.s w/ 7/;• .,T 32' MNc NU, OR D/4•n314- Mln n•uM@SCREw (3) FOR CASES WHEN END PANELS ARE usE JOINnr w/ ts' 1.aNc 2 AT AYi MOUNTING INST. SECTION 2- TNT° TAPPED BOTTOM K LOCATION Of FASTENERS MAY @ AT EITHER OF TWO ��^^ OTTIERIOR FLAT FLANGES OF END PANEL COM BUT ENO PANELS ARE NOT CONNECTED To BOTTOM TRACK 2 ,'u/STOP BAR i SECTION 1' jIr- SOME s/a-1-- ELj?,QR TO CEILING MOUNjjN,Ey INST, IJj)�l(j MOUNT INST_ " 4). IN CASE IHAF END PANELS ME NOT. CONNECTED TO BOTTOM IRA•AL B SALL BE PROVIDED AT TOP OF SUCH PANELS SCAN 3/e-I• I B --- SECTION 3' IQ21 'I•- -_ ( (I,. A SLOP BM IF). FOR INSTALLATIONS WHEN END PANELS AND SOME WIERIOR PANELS ARE ORF.f--SLY -rx)I IpJ/4• r/ A,1LT . Sc." 3/e-'- ,CA,r ,/R-I- IS ONLY USED AT TOP 47 LEST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK MOUNTED TO EXISTING SILL WALL Ry MGNS OF ..- MATES, ONE MIRE R ECTLY S S m O FIT S,x1_'<rw1- IFCa.Rtmn) ,tn i' _" USING SPECS INDICATED ON NOTE (3) ABOVE IN $UCH USE, CONNECTION Of PANELS MAY BE USCG JONTLY W TRACK AT BOTTOM ATTALiIWG BOTTOM SNACK TO WALL � vn. a su' (y1)k� t 11r As .r�. AS I,11nIH111111 ,/ / NIIIHIIIRII TO BOTTOM TRACK MAI OCCUR A7 ANY PANEL LOCAiIOM / 4 (1) CaA[c,EW,�o TwO,t (1) 0A "F'" R A. ri I'AI W/ Two PANELMA7FS FOEOWINO No Sig" ON ELEVATION AND W J 1 2' E a wx� . ( a m , oV, IlAMO ,1N .ODD RAT ' \�`~......,,lL/'4 I tl A' TI!!/f (5) SEE SECTION t', 3' A 4' ON SHEET 24. SOLE ANCHOR SCHEDULE ON SHEET 7S. thn EDGE DISTANCE FOR THIS CASE, IMCTNOR PANEL USED JD r w� �ES �� 4 { 5 pxrAL.,mDN T,rE ,M s„11' r) `,y�' l 4 LLI „S 7�• 056• (TYC•) �...•.•••• •, ,/ STS A,NH,HIHIF,,,,1j NOT NEED f0 B[ CONNECTED TO (2J R'r ANY MEANS TRACK (j,) sNAEL IR WsrALEU I r„ r V ��G ENS1 -✓•P •5 j �.' �\CENS g A„ P, TI $UGH iAI AWACFN7 PANELS ( E LEFT b RIGHT SIDE OF TEROOR PANEL) HAVE I 7 a.l F -A F '• ? `M1 �P`IrP .. ..��I/ J �� iHE.1R OVERLAPS DETAINED B 2 8 �A'r: ,i�.j FnlrRwnN s .n »s No. 44) 67 I-- vi_ N0. 44T67 = s�;-- �\DENS '••'F S FLORIDA BUILDING CODE (NI h Velocit Hurrlcane Zone) ! I -I•-- C) M. K Bana4 lnHNrlMas C,N DL = -FLORIDA BUILDING CODE (Hi h Velocil Hurrlcane Ione Q 2 * : t FLORIDA BUILDING CODE (High Velocity Hurricane Z... ' ,� •, TC°kF,VW ANY MT M SNY Aµ _ -i----.750•-- --" � F.wc T"IC6, Mc rI = NO 167 F °N°4°'0.'Ic°' :Hc 20 GAGE GALVANIZED STEEL STORY PANEL aw LA STATE OF - -lox° nLnm. m STEEL STORM PANEL aY:: • 4 . A � Q• 20 WE GALVANIZED _ In z -_ - OM.N a : _ _ _ —3• Sox.--! : , taTE OF /ri [ 20 CAGE cavANlz£D sTEEI STORM PANEL ..'�:.,,--- N W IY * : I„y/4040 „ AT y - p A(�R �L /� GLOBAL PROTECTION PRODUCTS. LLC. n _ = GLOBAL PROTECTION PRODUCTS, LLC. �� Z * O.r'•. OR10�`Y:'_ -- -- --'-- --_._— _._ $ * „�„J,c.:.: L` AIL 1 Ltlu mAHt '(`"�^ 44r B7lnlme _ - ! I - Y f --,-- ;FSS� ..•- " _-' --� tiLOBAL PROTECTION PRODUCTS, LLC. Don : s+'F STD OF �LL,- Y T(, E� C Q TALI A E Iy: n 331H aTI21!0�-,,I ' scALt ,/z - , YLEbL�i $ '/ :) y,�5 " ."r* ! il. E C O ENc s, a EE L l� 3 ax j ALUM. ANGLE 08 STOP BAR ",,, HALE >� � I�O ttet \ IRoo :R 5, sTRtn-'-____. g9 F P :' 1.�'yy� ,eao S. s1 man �+ , /y7��IL,. __ •�O 6 r P�s� O' 1 VO / LL �srR-+o-. wNEERINo r w F- iL 3v,. 'I•I IIIIININL / �� "C_'' T1ey�Ty TL '�-*R'�bT RING aKWE �- 33).4 \ N• 131Aw+a. AwRa HinrFlaw: (9xNeR-75F?. rAY. (95.)eK-IN,2O-E76 11• LONG / •-�PANY zo-176 4,- Cd� -nn,w FHaR (w)s&-7w, FFa: io")"$-BTv7TILL.%.T..-'I"1(m,m-,",,3063-T5 Aum. ALLOY C ALAS Me.xllar eWlms n TeAr wMNc (IW.IeM-75a). rAk IIDe.)ew-e7n /„AS'.S('.. - aa1.1,_,", «`-mow �.'_�_.,_.--___ - aM*•In wH+,. ) In-,- aI m-,M, , w... nA1i.n-,uA mu uaovw ••:m a XMA w w F,l UN l ,L. E` awnwT KW/wR u-ooavD. P t SSA saKA wEro n _ ... Ilr. •. F� w CA-fXXk71R w. -.°BAIL, -I Nw ...IE. S[A/EWNAMFE/wn .AF..T[A A tX` Hr., ni , "'IRA ' -- U•-..• - WELT 7x a H NNLu INN, Iw TEA .FIQRKIA ,Ilin ,., PL _. _ 31fA _,_�_.,-,..__.. WATER w TWn u_ iL _. A„*.,u F - eKFCT x a n SHEET NO. SH 1.2 - - - - - - -- - A . - I I ---- --- - ' ►EAxIML1M ASD DESIGN PRESSURE RATING (p.a.f.) AND CORRESPONDING _ M AXI MUM PANEL LENGTH L SCHEDULE FOR SERIES I DOD/2000 E-Z HANG STORY _e.ANEL iYA'.109NLT_f PA'° .HR 11� _ I� _ A_ ° . `I2 AS P.H. ':f:Il::t(: ( fL9-3KEI.SL. p�j1A MAXIMUM AA3D, i Mm ItN�r[(L�•L!D*GM M WGa f)�11 (SEE AC ODES) .66.0. - 75 3 70• OR LEW _ MNNUY SEPNMTION TO GLASS 2 9/10• - CdQrDN BOITED • APPUCFBLE t0 SELtrONS . 3'. 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ASDESWN SURE RATaG (+ , - CONCRETE a WOOD INSTALLATIONSto.f. l• IT 4 lao 14'-4- rl'-o• -- - 210 - 12•-To• Ja0 I /'d' Sao IO•-10' I,.-----.­ 00+0 so__-_ r-R•_ a-r Da0 3`S ✓._ a -7' a $- III ----;;_-a- _ Bap I -0• 7 d' Arlo- 7--r 7s. _ -_. 70.0 7,11. a' -I t. 71O 0 7'-7_ , a -r '-- aa r-0. 6 41. -IWO "HI, 6'-3" - 6'_0 a -r- -9ao1­1 asa r-7- - r-J• s-lo` w_7• 7m0 -_ r Amp a'-J• S'-4_- 5--r' FS"ilk., ------------ MINIMUM MINIMUM PANEL LENGTH (Inl FOR A GIVEN MOUNTING CONDITION 1.5-Tits 5` I 'r TRACK BY TOP U STUD •� NNm,i BOTTOM MOUNTDIRECT �� HEADER W HEWERTRACA ANGLE w w d - DIRECT MOUNT 4 ' 6 37' 3r 35' SS* 1. 50' - 4 t S_XI5' STUD ANGLE- 35' 32" 32• 32• ". 3e• 35. i -F= TNAcf� SS' 32' 32' 4 6 __G_wA_4,._T11� AM6tI (1 w: smE at7Mras 50• �• 32• -_..-32 Sam 60• -GO se• Ss T °Llf`�YA"21' ' SO _ Y! 31' 56' 55' `a%'�0r i fr•' J.o _. i---ULI Ij L j l� .. ,.1 t 11 _ _ 1T )_V� ^ ._j - - _ UNBOLTED PANELS `,',.I _ BOLTED PANELS W/ 1 M-20A1 __­ L . , IAPPUCAMU)(SSCIO AS ) LSE M S. ON I . 0111 E.) � I i I i' . T. 1 11 11 1 11 TV L' a Il j T II L iD.M.. 3Q.®. _I- _ I- - : i J ((�--- O I e O O 1 © 0r `l J - 3 2 - 3• MAX r l• MIN ", 2/4 1/4. 3/4. 4/5. 5/5 R 6/5 " MN. ;WIG. 211I 3W 7 k 4W/7 -------------_ANLK0RS (STF SCHEDULE ON SN£CTS 9. 10 &it)- _ REGULAR STORM PANEL In ELEVATION / 4 4 268 J' N.T.S. I - W RE (MN. OVERLAP -, T•GE VALLEY) ._.. SECTION A -A ;� NTs. NOTC61 Olt) L+. MANNUN ALOWAIAI. PAEL LENGTH FOR A CHIN POTINT AS DESIGN LOAD. MAX FLLbWABLE PAWL LENGTH FOR A GIVEN NFGAINE AS O. DESTGN LOAD I2) PROCEDVNL TO DITIRMINC AUXAAUM PAWL LENGTH. GIVEN A POSIME AS.D DESIGN triAo. DETrRNINE MAXIMUM, PANEL LENGTH 'L4' FROM ". UULF. GNEN A NEG,trVE ASP DESIGN LOAD, DETERMINE WUSMUM PANEL LENGTH 'I- FROM SCHETUIE FINAL Max1MUM ALLGYABU PAWL LENGTH is EQUAL to ,1H )BL1mUm OnERMAEtl PANEL traim BETWEEN 'L+' AND 'L•' L.1) SEE SCHEDULE BELOW FOR MIN PANEL LENGTH FOR PCAOST OUALF,CATK)N. t rNSIALLATIONS WTO WOOD ARE IrNITFD TO . 95 par MAX AST. DESIGN PRESSURE RATING ILL[ /� S V. 10 k 'I FOR MAA ALSO DESIGN LOADS k MAR. PANEL IF,IG'IHS VGA ��. •5!/c N)M/•CIS'RIUCN SPIr.ER LINK LEASED Tl As, - - -% FLORIDA BUILDING CODE (Non Hi h Velocity NuMcone zone 44167 S C} . %Itw, r, 24 GAGE GALVANIZED STEEL STORM PANEL I., - TH • ATE OF _-, m� r_ �. L IL ECOINC. 1L ___-.____-____._-_. ..__._ _.._._ _ GLOBAL PROTECTION PRODUCTS, LLC.! o.n )RID► •'r(�,F % V 7o w •eIN s.W a, M - MMC n '"' T[St "o k sMOe... i.mconP ! m.• oaio ,..'- um...,u, �CO3 'IV APam A nWT !„ PE .11 1 Po+E (o11r--Iw. rya (W)§"-em 2O-175 oRWRSN 3 O 11 ��G\�,s'7L�' A y!F s6NLnAn.vR IIIHIITam / - =EJ- [ ' MUM- NQTFC eM Brl67't r E_ wN0 QOIBM ss. (CS „ SP,LAS NUFACI-.L. SD. 1�91B_BQGD._MIL.ANCHORS, T 'I 1 STERN PANEL SHNTea ON ,MS PRODUCT IYALUARON DpCUMCM (PLO) HAS BEEN VEMFIEII fOR CWPIArKF N ACCONOAINCf. .. .. 1/4Y IAPCON MICNUAS, AS YANUfK1URED OY I.T.W BYILDE)I, INC M I.T,W WITH THE 2020 (7th EDITION) Or THE rLOF6DA amn-NC CODE THIS STORM PANEL SNALl. NOT Bf INSTALLED AT HIGH - 014-10 PANELMATE FEMALE 10 AND PANELMATE PLUS ANCHORS, AS MAIUFACTURLD BY LOGO CONSIRUC'TAIN PRONAICIS VEIL 'IT! N aADWAPD COUNTIES OG I(A'/E5 - 1 /•e AC P PER N D S L SC CY5 DE"TERLADE D LOADS. 8C IIMINN PER SEEM 1609 Or TAIL ABOVE VEO COCIE FOR A BASIC WIND LUIRIE - 1/16'0 5/6' TO0f1 BUSN04G, AS OISTNIBIOED BT All 1N)Mi sCRTW. EOI.T r SPECIALTY CO SPEED c R BY T TI P ). AND SPEED l REOUIRCL' BY THE JURISDICTION WHERE STORY PANEL WILL DE WSTAt1kf), AND RUA A UIRECTWNN1tt FACTOR RIS -1 THE A PR T USING ASIDE 7 6 AND $IAII NO EXCEED C MAXIMUM SO DCa1CN CS�JHC RATINGS INDICATED ON SHEETS O IfIDICA t \ MINIMUM TN0. V1t Rg00 tX TAPE ANCHORS 1 AND FOR LIDO PNif IANI 1'l U5 C W IML THREADED PENETRATION 0 OM SHALL BE 2 2 1 E 3. 9 T5 9 1 V 1 s. nelu 7 r B OANF F AND FEMALE TO IN ORDER TO VEWIM THE ABOVE C.ONIMION, UITWiF DESIGN WIND L(]KIS ORERWNEO PER ASCC 1-16 SHALL BE FIRST REDUCED TO A.SD. DESIGN PRESSURE RAIING BY MUETIPl Y1NG THEM BY 06 RI ORDER TO COMPARE THESE W/ VAX (ALSO.) C2) MMMU4 MREAOM PENETRATION OF :AC SCREW. INTO THE WOOD FRAME UNIT SHALL BE 1 I/2• NO ""'WED INCISION PRESSURE RATINGS INDICATED ON SHEETS 3, 9 THIN 17 III,17. IS PENEIRAT10N INTO STUCCO SHILL BE CONSIDERED AS PAR Of ME WOORED THREADED PENrTRATKXN IN ORDER TO VERIFY THAT ANGIIOfi!i UN TINS PCD. AS TESTED WERE NOT OVER STPM=. A 333 INCREASE W AUOWABU STRFST FOR WIND LOADS WAS YD'E USED IN THEIR ANALYSIS FASTENERS SPACING l0 WOOD HAS BEEN DMTAMM- IN C. 3) MNNLIV EDGE INSTANCE OF LAG SCLIL, INTO WOOD SKILL BE AS INUICA7ED N THIS DRAWING ACCORDAMGE WITH N.O.S. 201e. STORM PANELS ADEQUACY rpk XYPACT AND WINO REySTANCC HAS BEEN VfRIf LED ,N A[CORDANGt WITH SECTION 1fA9.17 OF T . 1 1 C.1 MINIMUM PENT a NNXX) BUSHING SHALL qE S e' a-�7o SCR USED SHul U ,/1 LONG MrawUM )/ FW5 , M 1- , 1 Na- THE ABOVE MENTIONED CODE A5 PER AMENGN TEST LAB d' SOUTH FLORIDAfL01hDA REPORTS 0 b AND 2 902-09. ' I I' MIN" F WALLS WITH R SNOVLtl STUCCO EAST AND OR ALL NO STUCCO • PER S$TO 12-99 tr NEW E 330-02 STsgARD%, AND AMERICAN TES7IN0 LAST SOUTH FLORIDA REPORT J112301-10 AS PER C5) IN CASE THAT PRECAST STLNf.. OR PRECAST CONCRETE PANELS. STUCCO ON WOW BOARDS & rU1/N0 ON THE ROUSTING EAS-201 AND TAS-20.1 PROTOCOLS. AND AS PER CALCULATIONS PFRIORMED IN ACCORU04C W, SECTION 1504 OF THE WALL, ANCHORS SHALL BE LODE: ENOUGH TO REACH THE MAIN STRUCTURE DENIND SUCH PANELS, 1'1OrnOA Bun D9NG CODE ANCHORAGE SHAG L BE A$ MENTIONED IN C 1). C 7) A C.4) 7. ALL ALUMINUM INTRUSIONS 10 IE SU63-16 ALLOV AND TEMPER (UNLESS OTHETWASF NOTED). SEE SHEET 2 (0) ANCHORS SHALL BE INSTALLED N11:7WIIW: KL OF TIIE REGWAMFaXM•iroNs AND '3PCCNKAIIONS OF TNT ANCHOR'S AtANUFACTMREN 3 ALL KUMINLIAI SHEET METAL USED AT CLOSURES SHALL HAVE 3105-1114 ALLOY 5 PANELS MAY ALSO BE *5YALIED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS 4 4 ALI MCI. %Mf�fT METAL PANFIS SNMLL HAVE STRUCTURAL QUALITY STECI. ASTM A-653 GRADE K MINMUM, 1-60 GALVANIZED TNMNIGM 5) EXCEP, THAT HEAo[R5® A(D STALL NOT BE USCG. I STEEL DESIGNATION W/FY- 9'Z 2 .a, (AFTER ROLLED). 9 fT SHALL BE THT RESPONSAWTV OF THE CONTRACTOR TO VEINIY THE SOUNDNESS Or THE STRUCTURE WHERE SHUTTER IS TO BE 5. ALL SCRETI'S TO RF STAINLESS STELE. 30, OR 316 N5, SrRES CA CORROSION RCBSTANT COATED CARBON STEEL AS PER INN ATTACHED TO (.URF PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY K ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME BUILDINGS S001S W/ 50 FAI YICLU MENCTI, AND 90 k. TENSILE STRENGTH AND SHALL COMPLY W/ rLOMDA BUN -DING CODE SECTxUN 24,1 3l4 1G EACH REGULAR STORM PLANE, WITH LENGTHS OVER 90'. AS PER S ICTONS I. 2, • S. 6 AND ALTERNATIVES IOU, 3W A Aw ON 6 BOLTS TO BE ASTM A•307 GALVANIZED STEEL. OR AS1 SCa SERIES 5'APAESS STEEL, WON 34 X5, MINIMUM T:CLU STRENGTH SHUTS 4, 5. 6 r 7 RESPECTIVELY, SHALL HAVE A LEGIBLE AND READILY VISIBLE MAR(NG INSTRUCTING OWNPN ON TEHAHT TO SECURE PANFIS Wlni APPLKAIRE REINFORCEMENT DURING PERIGDS Or HURRICANE WARNING T ANCJORS 10 WAIL -1 "I AS IDLE DVS. 11. THE INSTALLATION CONTRACTOR IS 10 SEAL/CAULK ALI. SHUTTER COVAODNENI LOGES WHICH PFMAN N CONTINUOUS CONTACT W11N THE BU GANG TO PREVENT WINO/RAW NTRUSON (A) 12DLHTm PQDBEO_Sg6BC7F - 1/4'• TAPCON ANCHORS AS MANUFACIURLD BY I.TW BUILDEX, HNC (Mtn I'c-J197 P.6.) 12 STORM PANEL INSTALLATION SHALL COMPLY WIN SPECS ININGAIfD IN THIS DRAWING PLUS ANY BUILDING AND 101XN1: RIGULAI10Ni _ 1 T 4' r F K- HENS MANUFACTURED DEWAL INC • 6' CAL N ANc A5 ACIVRED BY / / I" PERMIT T` PW JURISDICTION WNEIRE PE a I'PTrl1FD G, GUIDED OY ANC I - I 4' 4' 1 POINT i (yniTc 3/ SOLID -SE, ANCHORS, A3 tlISTMdITFD BY N 5CR1'W, SOLI r SP[LTKtt CO ]O00 PIT) ) 13 (P) TIeS PRODUCT EVALUATION DOCUMENT (v,E.0.) PREPARED BY RRS ENGINEER IS GENERIC AND ODES NO'T PN(1Nnf III FN2MAtXXH - E14-10 PANCLMAR FEIWE 10 tr PANCIAATE PLUS ANCHORS. AS MANUFACTURED BY ELCO C'pNSFRUGi1lN PNWI/CT$ FOR A SITE SPECIrTC PROJECT. ,P. WHERE THE SITE CONDITIONS DEVIATE fl10M THE PCD ' - I 4.0 ZAMAC NAXN ANCHOR" AS MANUFACTURED BFDENALI,MC / -• �•AL (P) CC•7TRAC71OR TO K NrE3PUN5MLE FOR ML SELECTION, F`URC,PlSC AND INSTALLATION INCLL'OItG UfC SATETY OE TLI$ PAQDIA:1 A 1) MINIMUM EMBEDMEwT OF TAPCON ANCHORS INTO POURED CONCRETE SHN.I RF t 3/4', 2' FOR f.LCO PANELNM7E AND BASED OR THIS PE.D PROVIDED HE/SHE DOES NOT OEVAIE FROM THE CONDITIONS DETALED ON THIS DOCUMENT CONSTRUCTION SAFEST AI 5nC S ME CANIRACipR'S RESigN51&Ui, 1 3/a- FOR ZAMAC NNLIN ANCHORS (c) THIS PRODUCP EVALUATION DOCUMENT WILL. BE CONS71CRE0 NVAUO If MODIFIED n A- -STEM L BE tMHE1xJFD ! 6 INTO THE OtNF.O CONCRETE NO EMBEDMENT INTO 1) CAX-W tr SOUR ANCHORS SHAH STUCCO SW1U DE PERMITTED. //4- 0-20 SCREWS USED SHALL BE 1 1/7• LORDMINIMUM SHOULD STUCCO EXSi, (B) SITESPECNIC IMRwEC15 SHALL Elf PREPARED BY P 1"I.OgYDA REGK7[RYD ENGINEER OR ARCNTYCi WHICH WAN. BECOME 74F AND I' MINIMUM FOR WALLS WIN NO STUCCO, AND NARY BDE F HEAD S(:REWS OR ALL THREADED SCREWS W/O MEAD, ' BLfT WITH WING NUTS ENGINEER OF RECORD (LO.R.) EON THE PROIF-CT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.I D LWAKFR OF RECORD. 4(•11ND AS A DELEGATED ENGINEER TO THE P,E.D ENGNEEA, 5N41L 'SUBMIT TO T`W5 UTTER THE SITE SPECIFIC ORMVINGS FOR REVIEW. AL 5) IN CASE THAI PRECAST STONL PRECAST! CONCRETE FINT1W, PAVERS, STUCCO OR WOOD BOARDS RF POUND ON THE EXISTING, WALL OR FLOOR. ANCHORS, SHALL BE tONG FN(N:JGN 10 MACH THE MAN STRUCTURF BFIOND SUCH PANELS l<) THIS P.E.O. SHALL BEAR THE DATE AND ORIGINAL SENT ANU SIGNA1tMC 0i' TIIE PROFL$•.iKMW j ANCHORAGE SHALL BE AS MNIEA ENTI D IN 1) AND IN A2). ENGINEER OF RECORD THAI PREPARED 0 I (8) T4SXISIIN9.CQl6A•T6.&,M_*%LAS.TN_C-a0 14 SHUTTER MANY°ACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - 1/4- P TAPCON ANCHORS AS MANUFACTURED BY I I W BUIL(Kx, INC. PANEL SKITTER IN ACCOROAiCE WITH SECTION I7099.2 of FLORIDA BUILDING COOS ONE LABEL SHALL BE PLACED FOR EVERY OPENING LABELING TO COMPLY WITH SECTION 17099.3 Or THE - 1/4• e . 7/6' CJ' K-IN ANCHORS. AS MANUFACTURCL` W OFINALT, INC FLORIDA BUILDING CODE - I/4.0 x J/A' SOLIDI -SET ANCHORS, AS DISTRIBUTED BIT AL PLANT SCREW. ROLL c SPECIALTY CO - I14-In PANCLMAIF r[MALE ID AND PANELMATE PLUS ANCHORS. AS MANUFACTURE[, W ELCO CONSTRUCTION PRr»IH IIIIINF, - 1/4- • 7AMAC NARUN ANCHORS. AS MANUACTURED BY DEWALI, IN( A_AI�I^�•R_A.. Ti % �: B.•) YIXIMLM FMOEUYt NI UI TAPCON NK),ORS. EI.CO PAN[LNATE$ AND IAMAC NNLN ANCHOR. NNtp iNk BLOCK UNIT SHLL BE 1 1/4• ./ ... FLORIDA BVIlE1N0 CODE (Non High VWlocir NurrVconW Zone) 1Ur�1'1GENLs 8.2) CALK IN -it SOUR -SET lNCNCNIS Stall DC EMBEDDED 7/B' N10 'IK CONCRETE BI DICK UNIT t10 I, ,I ►'Ip,344 67 e2nsa •Xnwu -r , 24 GAGE GALVANIZED STEEL STORM PANEL ,,,u,',r, I.,. STUCCO SHALL 0C vCRWFIED 1/4' e-20 SCREWS USED SHALL BE , '/7' LONG MINIMUM SHOULD t0 vov. * - '_, '" - --- ---------'-- 47/sr/rme AND I• MINIMUM FOR WAILS MYTH 40 VUCCU -:5. STATE r IL� E C Q GLOBAL PROTECTION PROWESS. LLC. B..T IN CAS[ THAT PRECAST STONE. M PRECAST CG+[REEF PANC15 STUCCO OR WOOD DOAPDS BE rouN:�9 -- L:� ORI 9Nc Mn w� TTfnHo i nwiNawdo-io.fPAi.r .Lao s• sI nn, . W.I. n .un r rr. n.0 « EXISTING WALL. ANCHORS SHALL BE LONG ENOUGH To REACH THE MAIN STRUCTURE 9F.NIND SUCH PA S• xyV S �• • • • • IN T) / .'aHNYw ` •� Ir"i`n-,'"wn.- .XV1 .-I-..411. G\f_,=) P Awl ,.n.XIF- ra1A TAU (P6•�JH) 2O- I I'S l- M -" °IPNIIaN ANCHORAGE SHALT. [E A,S MENTIONED B AND IN 8,2) NAL NMI/ '__--� r•_: :I,r.-- MLA , 4 MFLISNGAUU,t/wR G-.7.61 -eu 1111 11111 1 •r-,r �. Al 1A.11 nT A. 14IT wil1E _S_.. __...-._._ 1 ___. wIr , a 1. _ INSTALLATION DETAILS FOR REGULAR PANED1 INTO POURED_ CONCRETE OR CONCRETE BLOCK STRUCT"R z POURED CONCREIE EXISTING POURED CONCRETE -_.�F11t5TINC CONCRETE BLOCK OR CONCRETE BLOCK Rr C11IRF0 �o),: REQUIRED. (WNCRETT ANCHORS i. (SEE SCHEDULE ON I• SHEETS 9 MROUCH .' ID P �' --.i 9' C'OWRETF ANCHORS ' my, SCHEDULE ON F . E S 9 ) :, (;) L C c s NG POURED CONCRETE OR ' T `✓ ^✓ I CONCREff 6LOCIt._ /' l 1M'II.sIN1• t/2• .1/4. ,: I/2__L__., 11/4 ;,- REG WIN 3J yfi,loc lrIf-ov % JAR,__ MAX. CONCRETE ANC$10RR/ ...y.. (SEE SCHEDULE H i I 6 I F O T N r-s 9 TH 5 t ROa, I 1I (D / 1 �:J I S..J 1 I M VA - I T - T 5y. iXn • � n I 1. yIT= 11 ' I_:. I: t I I SEPARAITION I 8 O, 10 DIASS. 1 IlOIgGTIpa•r"�rn (TIRE SCHEDULE I i• MeA 1ON SHEET ]) 1 I PANEL LENGTH 0 SEPARATION b P H� .I 10 G1A55. 1 IU ORAL>'•�IFXT2's 11(5EF SCHEDULE IICLASS I,ON SKIT 3) 1 , N II 1 (SEE SCHEDULE 11 I S ,I, No. I 1• ON SHEET 3) CONCRETE ANCHORS I r I- RI ! PANEL T, r I 1 (SEE LENGTH '1 (STELE 5(:rEOIAL SCHEDULE LMILT EN1I i I (SET [[SCHEDULE (SCE SCNEOLni DN 1 I tom'' } SMELTS 9 TNROIIC R ) `J 50; I OF l' 11 I ON E%LTD R ' j /�' E=1 H I I ON SM[CT 3) SHEET 3) A 1 EXISTNG I GLASS I I ON SHEET 3) 1 1 _ IMAX 0 11 r aoww I , OF i' I l^:� 1 1 T t T D _ gars :, 5. I MAW ',5,2 I ..i ', ./ r .. I/.' or.. / I E G `.I 1 1 T,2 I I 'Y 1 ' E 0 , j '%Gd''� ,' 1 EXISTING, [Q... C D I1 I ,�9-`�-'••��.� { `�' y'._=-- .. (hi " W HOW DOUR 1 1 • 12 1/2. O.C- CONCRETE BLOCK I 1 CONCRETE ANCHOR!, j7__ (AS APPLICABLE) I...rS� :I._ i M.seoW I Y.S N/ IAA RTCUIREO 1 Y _.. - ItiNEFrS (SEE SCHEOILE ON-1- I I --ED---iD- 0 1r 7 of - I• M'" - /.:l 9 THROUGH10) W/' �� ALTERNATE � i ®ONLY wHCH 50Uo SCT k CAX-N ANCHORS / LEG LOCATION '.': i 1 1 `•1 AREUSED a W/ WNCN EXISTING POURN CONCRfTF nN CONCH[ MOCK ALTERNATE CONCRETE DUSTING POVRLL CONCRETE CoNCRm AN HIM ARE USED REQUIRED. ANCHORS OR CONCRETE BLOCK REQUIRED STAGGERED W/ STUb-j (SEE SCIEDVL[ ON (SEE SCHEDULE ON SNECTS 9 THROW, 10) H 10) THROUGH SHEETS 9 THROUGG OVIL(LQUT MOUNTING W A� ,�IQ w l WALL MOUNTING SEC MOUNT N 3 SECTION 1 SrA:F )/e-'- �,{illS SCNt 3/9.1' SOLE 3/6-'' �A AMA 01111A11N 4 N04 LEY ' �: ,\LENS '•. q'': FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone' ttDTLE!?A�DN@yf 11➢ti QE_SEG/K)NS E.O: -EDGE DISTANCE (SEE SCHEDULE ON TOP 8 DO TTOM MOUNTINGS CAN DE SHEETS 9 k 10) COMBINED IN ANY WAY 10 SUIT ANY - 9 : 0. 44167 * i * * = - ' a'. STATE CIO3IE¢=:-- ; '• O F �' (DRAG►' '1 F 'lAD woro D Tm ar 4GAEG GALVANIZED T T P 2 C ALA IOU STEEL STORM PANEL ----- ---____._-.---.-- / IO1Ne \, GLOBAL PROTECTION PRODUCTS, LLC. 1--p .wy .aw sW. a, sTREIT nwr W ENaH`TEi COA ]st,.or. UYwR.n hW 1. IL SDI. oola'.,-Ifw�-r DNwI'F -_ _--.. n/n/2mn aR 20-175 INSTALLATION. ,1 . •'•G\ r-v - RlR or_ru P.oNL (W,.) _,- . rA. (e )M-en, 4A, AO.... "' mlrHH1(1 T1K It 'u WPvu .A. ,WRR.. IIEO A. PN _.rt, m'T 11 ter+ r U1 - oo Tia _- f 1 N Is -_.__. -4--' Q) Qi C_ C!) _ -f-+ U O O- = O O O = Q M -0 L__ 0 0) j I.- cf) (3)U O ` O ITT `lJ � `- V J �1) = O t 0- = O W LU C O -+ -4•O Cm L.L_ O - Cliff) C_ t V I _ _ U) 1l. ,_1 X*- ' C MLA C U14 1 = . \ _ 10 il aas " O Q - C .5 C., T1 N H= .­CLL. CIL_ N O , N tV L N -4 17 Fry -- Y GO 3 a1 n1 ITT c 4u C .= C u t, 4 Ix 3 2 cadGO� � >_ � '.-_1N G G !O T 4A d-0 C R Q u L r 0 -._-_-------_-. _._ _.- .-_._.--__._._:.-- ,-.,._-- _.-.._-__-_.-_-.-._.-,._-._-...-_-___..-_-._-_____-_-..-_-_-_-_ __ - _-_-_'_._--__. ._-•--_-,__-_ .__-.. _,--_-__--__._--_-_.__ ------.- INSTALLATION DETAILS FOR REGULAR PANEL �� 1 1i5TALLATION DETAILS FOR REGULAR-•. PAIJ1E 1 - - I INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTUBE� 1N19__w9 D STRUCTURESMITI __ INSTALLATION DETAILS FOR 6EGULAR PANEL ,X) INTO W O A2AOVATE CONCRETE WOOD ANCHIORT ;. _ -. _ _.-. .' �•. Y CUSS. I "� ANCHORS LOCATION I - � (SEE SUICDULE ,/.1-CAI 1- , SEPARATION CONCRETE ANCHORS ON FXStINC POURFO CONCRETE I (SEE SCHEDULE ON ALTERNATE LEG (SEE SCHEDULE ON mni,f; POURED CONCPETF SHEETS 9 THROUGH 10) 04 CONCRFTT BLOC', 1 r I SHEET 11) 1 (3) t,w. ,e.W can 9 DIN SHEET 3) -:1 L r o� BEAM (Min.) EXISTING WOOD ---- �TIOm, SHEETS 9 THROIIGIH 10) t / L ATOM REIAAREO WOAD NEMFP - • • 1/•• Oc-,zzi;. i i. ui, om,,a BEAM ACQUIRED. STING WOOD �_ Tj RE CONCRETE BOCK IOLLHN OEn T-1') [ D NEOVrR(D. �LTEMAIE LEG 1 .. ___r__ N ITT Ft, E. Ex•STING POURED- FOKUAI [ONCAETE ANCHORS I I .f (,�5 I r0 SHUrt[ / !SEC sCI,CDIAC ON .. ` .... ._ _ n' 1 EXNSll 'EPOURED REQUIRED /a) - Y .9 W O L)OHE *OGVD ANCHORS I H6..' SEE SCHEDULE AR QrT OVRIOR R x W Cn SHEETS 9 THROUGH 10t' :"• ,, (,� ' /.• , _ WOO ANCHORS ALTERNATE WOW ANCHORS -_ 1' 41n - ! I N w -'1--a TO BE Cxl `n ; CERTIFIED OR i x (SEE SCHEDUIf ON I 1 >. ) ON SHEET ,�rON INSTALLATION /� _..• 1A. - L_ I SNFFT 11) ), _ QI T -I SPACER 5 D (SEC SCHEDULE ON I\•.��iwoOr nA"9vcn AMHUN a `.• 'F , ,•.:'' H41N4.Rr •RM 1 `� -.- - :::1:,.'.:' 1 _ AAX. 'TTv+N:. ' .• __ 1 - H •+ , ( CE SCN[Ikll[ ON - _• iI aa ^^'' V W /'.i Tom.. ,., [(E'F]�% ,P _ 1 - I-iO-Fo• Na r/Mtn i:, nn '', , ;.;." , A.T - - rP - ml wUDv mI 9a1ar a -? "' 1 a• __ SWEET ) slrcF7 ) lr • I ." CONCR[Tt ANCHORS /.•-10.1• as YT e/ Art 1 _ 1/7 1 #01 1 / 1 1 am ' a y '/T 06 T I I 1 a 7• NE[ n t 1 - 1 1 (STELE SCHEDULE ON -TAR:-- I ,e, HOOD HEADER Nn / , II - ! _ l-,20., sr, to /1 I 2P.,• ! ED 1 I I REQUIRED -� I CON ) DTI 1%. WOW NCADFR - C //�) 8 SHEETS 9 THROIKH t0� D vIN• • 1/.• GC "' 1 i' Mw. I -_-__ ) I , _. ,. 1 1 •8r / -T- HFOVIRED it I r I/2' W.P J 1 _ I NIp a•An 1 I I I [O - --- ( EXISTING ( I .11 ,` I - i I n eu.n 1 '%'%/ I11 PM'(L [LENGTH WINO NKNORS , r-- 1[! -t ,6� �1 SEE SCHEOULt ON I I ..'-_ , T `�., / / (SCE SG+EOULE iJ E L -... 1 _ 1 i 1 -. `�,,rJ O.0 (SEE MARL[ /, ON SNC[T Y1.) r / GLASS-1 1 ..1 I1! I r,Q�e 91/A•ac \\/ ExlS5i1h_1NGj�.� ' T 1 1' MA%. LONG MUMINUM SPACERS • t2 , 2' 1 GLASS SrF I ( 1 - CVS 1 - t l J 1 ON STILES 3 ) 1 1 I I I SHFET 11) T 1 I _ 1 1 IS. 1 r•• FOR Sp,VCEA �d, 1 Mr.ErAPA_ I ' I 1 I t _ SEE NOEL BELOW Fplr LlYITATX)NR NOR F Atln I A`'.. I sA enn• , 1 STEP SON.. ) �- Y" 1 TO CLASS. _ I PANE? CtNGTII I PANEL LENGTH 1 I/7' LONG SLEEVE$ F9CN[0(ULETO 1 T/4-A.rb,' 1 6 1 I tr SCHLOULE 1 F I IS 1 ! 1 r .` B 'r I I(A1.aLurmPAHa AWN /0 GLA55 1 1 .•F-1Rr1'TTI (s[r SCNCOUIE 1 1/Nr-p'• 9 a irs i ON ski "HU1 3) I ts£e SGIIEDIA.F i 1 (s[[ SCNl.DwE i fj O :,' / 1 1 PANfi IAAIE ttMAIL W OR PANEL MAIL I 1•WIN D4,M r-4•) •L, we„ _I i `1I` an W 1 ON SNFft 3) �1 WAGER r� ON Slt[CT 3) ! 1 I i 3^ F- IT.:, SCHEWLE ON SHUT 3) I 1 /• l iSEE SCHEDULE ON I a Ba - 1 I , PLUS 15FT SCHEDULE ON SHEET III s w 11 1 Y-ao.,• •i MAXA1AI( i Mali N ON SHEET ]) 1 � ON SHEET )) 1 lIN SKEET J) 1 L. Ran ► 1 41n SLPAlUL1ON TO LASS 1 6 \� 1 I PANEL LLNOTH ; SHEET 3) 4 ,:. (ITT rat r.r,D. •Y• Mn.. 1'.-.. / •- • (IGTat ."DELL 1 I 1 , 1 i v comma 9.9 Bn19 E L. (SEE SCHEDULE T * �, / IRRIMPOIr.4') PANEL LENGTH /: 1 1 LRCHDANrr'I { '/' - i 1 Sum I u,n I OGI pARw(� • Mn. E ON SHE27 3) (SEE SCHEDULE j I I n E w,Tp Wrn SLPARATION I _ ._...- i LENGTH ) _/ ; TimPruTa .N[L (sa 1 LSCNEDVIE I Ex1571 I - __. I , 1 I Union, DAA r_,n EXISTING 1 ----'�--�- Qbr CNN SHEET $) I SEPARATION 1 .11 I I ON SHEET J) I EXtSiNG f ON SNEEF ]) 1 1 - - rO GLASS 1 2'A4' WOOD I 1 ' I I PAN L "-9 IOgNH T•�i t TD GLASS. I I , - , fiA55 F I I r f S[ E SCIf[pULE . I -Cl)PLEASE REQUIRED I I . l SET SRAtION I GiJ57 1 GLASS I I I (SEE EXIST I -a'1 N . ._ .. i 1 ON SHEET ]) C/ I __.�A_ _. - 1 1 �(_ T_ ,.__. T - 1 I I DIRECT MOUNT W[ SPACER 9A' ) / - r- 1 1 r ON CIO sHEn 3) OF1. __._.-.�_....-... 1 _�-I of t. I ' (� I , - -: i * I ALTERNATII(i 2W� i i I -----= _==`=_ -'1r.; ' -`-'I _ 1 I O I AAx T MAX I .. V I 1 `,I \ 1 1 - �� 5[1:E 3/e.l• 1 I SDE I 1 .11i IN. 'l• 9 1 - _ I SP_ __L___ACER I MAX A D OC$)GN LOADS FOR THIS INSTALLATION. � - - MAN 1 I e 17 t/2. O.0 - ._ t 1 _ENGTM ' 1 , 1 -1 -*0=F*; Lpv I 1'� j, -r-I I 1 SEE TABLE 1 ON SHEET t1 FOR MAX. PANEL LENGTHS I DF 't-• -- I �`•� 1 --- '� -- I DE i' I I: 0 TO rT i I I I (D U j l� _._ , , ` \ SS H4.0 ran 1 1. _ I i��`__ 1 ' • ` L-- 1 2 I I ',I,Q , 1(Y .. ` - --- 1 ' - _ _ , 3 4• t • 12 1/2. O.0 2 T'- I •R�w..'-..... I/e.-70r1- N� 1 AD B• V `.._ - .. - L-_._ No FNISNI "% TRAM can CONCRETE ANCHORS CONCREIC ANCHORS I I - - S 1 _._-_-__.__ - 1 17_ III, EXISTING POURED A+I\ ;:•,`\ �\ `�\ (SEE SCIE uLE ON - �4) (SEE SCHEDULE ON I . .- I M 1 WOOD ANCHORS * * 1m. KLOYilD ' J I _1 [� .�.. -_.. -__.- f R7 W 9 ,/•• oc _.0 CONCRETE \\. ;2:- } 'RYA, EDGE OF WALL OR SLAB SHEETS 9 THRd1GI ,n•, ...,„' - - . ll REQUIRED _ _ (ALT, CON - SHEETS 9 TMEOIM.H 10) 9i2 1/5' LONG MAX. ALUMINUM ) ( 9MGP M 1 R. N -- SPACERS O R :/1' O.C. VKIO EDP. F-O 1 1 1 I.. 51AGGERED W/ STUD ,Ar � "a' C%S71N0 POURED CONCRETE ALL OfS,GN L AND PANEL I - FSAI 1 �#'_ - -__ __-__.. (SEE SCHI: ON MAY O OR CONCRETE BLOCN EXISTING POURED CONCRETE LENGTHS PON SKEET ]. 4EEI it - DEC WOOD 1,) METTMLARIN Is IJIAIrm m A DI• elm •A16AIG3 Ws1M Is'-o' DECK REQUIRED RExOUlllF6� I � • i � WOW ANCHORS : 4C6¢u: MA " AW HDINr • A Imnrngr fxal ANr -- 1(..�L SHEET rt) CONCRETE ANCHORS \a� PEOUIRCD. OR CONCRETE BLOCK 2•.A WOOD IFItaE WOOD ANC/NOWa -' _ I (SEE SCHEMA[ ON (SEE SCHEDULE ON I' 11A%. LOW ALUM" SPACERS ♦ W410NG HOpR axtlKMLY assal w 9HQT 11 . ( REQUIRED - ( PUTE REIN1fREU ' I r HOOP ANCHORS " 1 (SEE SCHEDULE ON .S,b I [ D c 12 I/7. 0 G. (SEE TABLE I' ON _._ - r. I' Aw. srcuui,oN rr, PLASM. ,NMwRo . X4' WOOL SHEETS 9 THROUGH 10} - sINEErs 9 a ,O) � � STAGGERED W/ STUD I SB SMILES ] WY fr REOUIXD ,p I/.' .5 I i � (2j AANURS 9MI Yr9M pOMNa00 M 9'MKL WR ITNKC ID O9 $N[Ef 11) 1 PUTS REaurrD _.'. SEE SCHEDULE CN ICNo a THE FcuLWl.la WNMIONS ARC � PANEL wrz Pllb) v4tl t 9.MND NAITMUY AT a 1/.• o.t'.. �/19 � SNCET 11) I O01aN.ID wtM St4I1 6)A RE.1ROtON TROT to 1n' at SP.OAIG AutRWO d _ _ I j [ 1 ) EElljNS�AND FLQQR MOUNTING BUILD -OUT MOUNTING N^ W I if) EAXW. AND DESIGN PFRSSUIE WALL _MQUjjTiflG /DIRECT MOUNT W/SPACERS �? QR �N 1 RA He i .ao, -u P. r (3) MAX s• u« PNRl Ira N 6 L fmf N ,i Al AN OKFAING SECTION 4 •�•�E-�0T lC4E _.,•E^,- SC+4}. 3/� �� (i% YMMIW STPy r,Ngt LINGn1 5 ITNS 6 A RRTR 'IqN TROY LAMrX FAKL IINGY'6 Aitwm w SCANT 3/B-1• WALL AOUNTING / DIRECT MOUNT saLauu,. SHEET II). I INALL_MOUNTING I la) arolRl PANEL INSTALLATION D Pat' ALM�� 2 (.) I I12- LOet SPACER colRro"LN1 09A s"NL IN A "�iRD °DE AL ERNA�VE MOUNTING BUILD -OUT MOUNTING S. CV f ALTERNATIVE 1 W 40M AN DOPM'rood FRAME WALL ICAUE 3!3 I_ SMC[7 7 A•TALLARpN OF 11/2' LIX1G .PACER a Mrs ONO ALTERNATIVE 4W M llA VMA r W91D Za1L. 1 ] AO ] A. nEKRRID F A9,M SC, " W!1.' I A 4.,uHH,HHN,NN i SCJ.tE l/R.t • h) ,11TMM3Aa1 ______.7­__ WA GLr eon elm IXxX Alm M aom r N r ) ne HOAIw sFiu.F / 1 I ,M6 STNIDWO tTnnH o, TT,,••, vY....4 rNrrrr f171ai 1, 9 ♦ 3 PER AM [ n •1' 1T• .... . /�(/ ''4, r`"�ER,p:.T��(/j''% ,I.6 p __ �oa�Ea A� T/((/lla,� - - f:'' �10ENSF' �Py: W R1 -- - P\l a 3: \CENs ` ✓q'= M4II5 i �P''-,'ERNS`' yq4'' I NCTE F BINA NOTES, - N0. 4416E c FLORIDA BUILDING LODE (Non Hi h Vsiocl Nurrican• Zone a L (• ':' FLORIDA BUILDING CODE (Mon High Velocity Hurricane Zone) a F FLORIDA BUILDING CODE (Non High Velocity Hurricone Zone) - RflM.-I(QN-Of-.StGiiQfiS: = *:• ). INSTALLATION ARE ONLY VALID FOR MAX. A. S.G 0, 44167 o w,Im ralcoo. We IA I ,NS7ALLATION ARE ONLY VALID FOR MAX. A.5 0. 4wkL' Inn.co. ml. Fx. - ' : *' """' 1n1m. rr r.r. 24 CAGE GALVANIZED STEEL STORM PANEL G,,,,,., a• NQTE. EOB_F.OM@UtAI:DN.. EC?iQIfS DESIGN PRESSURE RATING (P.TI AND PANEL LENGTHS N0, 4416E a 2t GAGE GALVANIZED STEEL STORY PANEL •„eX I,, TOP B BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.E.Y) AND PANEL LENGTHS S ON SHEET 3 s�, STATE pF ;� 24 GAGE GALVANIZED STEEL STERN PANEL oRA.H er R COMBINATI _SEGIIDiR:1 * * �* ( =TY * :*- '-� .__.___-_ N/ar/7mY RJSTALIATCOMBINEDIUN IN ANY WAY TO SUIT ANY Z FOR NEW AS PER CWOODLf RIME ONSTRUCTION: W000 ''.Ow`' �(O F� 4r �- -__\ .. ____ n,rNno�o = Z mn>/mw TOP h BO DM MOUH NG5 CAN UL 4S VER SCMEOULES ON SHEET J EXCEPT FOR a GLOBAL PROTECTION PRODUCTS, LLC. E.D. -EDGE DISTANCE fiIlT.E.J_➢ DN. of �; STATE O!'._. ,. � IL ECOINc \ GLOBAL PROTECTION PRODUCTS. LLC. DaC COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') �'$'.• FTATE OFF - y / I COFNc. GLOBAL PROTECTION PRODUCTS, LLC. wn. MEMBERS 1D BE SOUTHERN PINE No 2, w/ SPECIFIC 'ty i -' IL�E C_OINc \ DAT- (SFE SCHEDULE ON lUP k BOTTOM MWNTNGS CAN BE s, G1,r' f(OR1OP,' r/ > nwr TesTTNe k--" a o'co�FA--SH ,Pao s." eL s1Rm INSTALLATION %O.n •- (GRID-tesnwe a oMeesmo n A\ N°a' sA s' sRIu1 DENSITY OF 0.55 OR EQUAL. /ONAL E� n Y I,a k amY�.. No c ANY •ns finer ",z SHEETS 9 B 10) COMBINED IN ANY WAY TO SUIT ANY 'A,, E` '........ -''G /�L'21.4,-�~ NX.Asarr Xs .R.. wNIn mr P"'L 'L a]T" 20-175 2. FOR NEW W000 FRAME CONSTRI1C,ilON: W003 sy, '•......... •'' U'Lc^ W1• R.N t�a" .weoa MrA. wMF_ n ]u'" rrrnlnnNluYN '• A"`A^•H "'" G I 1 rr. (>w .n-,A+ PtKNE (1NX•4-75.5, FA%'. r15.146P'inI y --• _ INSTALLATION. '1'FI /�%iAL `.•Al� . Nr •r.HA.aw .-- ...____ _- DA•A41G A. / .-+nr..wrH..+ w • '.I w . .Rwr oft W N- �f] r7 U-WOeTn 6A-" _ - _ r 2OR°W"G . _ Q N O MEMBERS TD BE SOUTHERN P(NF. TI 2. W SPECIFlC 41,. Li/ N -'+'•• tMH r,-,m rr cleey m-,Mr n,oM. (aA)MP-rA.a rA. (ra.xw-ns7 20-175 7 /` +. (R.i m- _ I.n-,MI .W p].1ma rJ MAX roa4NG-4n7 _�^'= UV-0DDer14 w r _ r,A w r -w r rl G- Wn6I ta.167 IIIIIIIM 1/fL' /sInA1URt,/pAR .-. WAIIP A nll rt J.i Y) _.-_ -.. _-'u - rNt •_ _ - F////N81.'•'NwAtUA/CAR rY•L A lain Jr. P.E , •' r _. iJY,/WOMMV�0111 ML7CR A aLL° .419 L _.� •.'_. �(T,'{ Mal r M n _J w r 4e4. rP ___ flan a a n _-.-,.-..__-..-_...____. . Man 4 G ID ,.„-, -.. _._..._ --. _. ____- �. p --- ^ N ! DENSITY OF 0.55 .. EQUAL. Ll SHEET NO. SH 1.3 POUIIED COMCRER. CONCRER BLOCK OR 2'N' WOW FiMMF REOVUBD r ,1 tiJ Mn ✓ tj (! ' I '. 2• x 4' 1 .12a' - ]t03•N,4 dt - 0065-te AlD'I , DOWN ALUM AN43 CASE A (PLAN) SCALE I / 4-- I' END CLOSURES DETAILS_ FOR INSTALLATION IN POURED CONCREJE. CQN T�_�LQ�K OR WOOD__�TRUCTURES: VALID FOR REGULAR. LIFE 1 1 /��, .. _,. i.....,.. (7Z} •� ,V�' OP &ri eia�LIOI EOP T M". -1 `1 & 0 D FAA1a I Vls _ < 1/e, t F 1.I Yn 1/4'. . 1 1 i 'APL'LW PIXIPFO COAIGRD! 1 1 / 7 1/2' CONCRETE a,OCN 0 1 L ANCHOR • I2 OG Y 2•N' WOOD rRAVC 1 ..11 OR� .y;l REINIWCG 1 rll 1 1 1 f ,APIES ( 2'. r . 055' m AAIEMM,E lAcliroN 5'_ t' S' ASS' Cl1O :�_ L 4121 M?+ i AW. AAXAE aR ,0e0' 3106-INNS• . LII `---'T-i, / .- . '. , .. / I_ ,K ,II METAL AAI. eTO PLA1F . Mal. CAD ♦•0 J ye . NOT 4. e . air �.-J e ,2. Cc 'S;05- 14 OR W"-Is AIOY W/,AC.NVT GNH NW„ MI= �A�E B jPLAN1 CA$L&_..(PLAN) SCALE I/'--1' SCALE 1/4-.1- 2• . ]' I Ae3. 3105 H-14 DU 60e3-Ie ALLOY CONE, AGM. WITH 4.4 G 1 .' AM2 2 3/ , fAHI1oFl O 12 OF. µ�l (1- v r:.. 71-11":_ 4/WL Y,/4• tW , POUNED cONCRiN, CONCRrN B4OCX (F 2-.4' WOOD FHAME RIOUIR7:) CASE D (PLAN) SGAE 1/4--1- 1 sw SET OR CALH-N I 1 M ❑G.a PANEIWR 1 . POUI1l7) ODNr.MTf f70S,RIG ,Aw Ar rtyAE 10 AND 1.5% P4ORED rONcRE1E, 1... ( , ,© 10 •� OR GdKRIL Kop, Ton, sorrow OR PAHEIMAIC ncus (sa CONCRETE WLCT OR "I'li I A �/� 4! r.4' WOW SORE Or OPENS,;: SCHEDULE. Oil SHRINE 0,' (YIN. PANEL - -1 \% �, IlU 1R.MI RwU.ED m APIN,ICAOLE 1 DVERUIP ItC♦'DND F•G,:IS:. CONCRER. ra14•R[,E „f S.-Nwr?:9 rWW[ rz EAll \:/ V OPENING WIDTH) , IKI,D aR 7',A' WOOD FINE +----r--- +RWIREO ; l/'��'�J ' ..._. _.. ..._ `I'- W.' I//L'j ' ,N+�•: ( --� ^� OII V � \. '._-! '♦'I'M W/ NILNOWED rRCN• a �'RFNi MT FLANGES nARAyE, ,a • E__jRACW ,� DUNE Kvvft CUT END PANE.) X . B O DISTANCE 1- - - - , I {ITT ) 1 ^F , -_ - -'.., /�--.� - - ,., .- - �/.. -m of - J ilMauounFN 5� E G (I- ✓N!3.F j - Irw,m .11aw . 1 f,•�`E(�'{, A. rl((/r'.' SCALi: I /+'- I' \_.__., ♦..-_= AP :. °A 06 f "O." 1GEN --. ....R'" VALID FOP DIRECT MOUNT INSTALLATION ONLY & �' Sf_ CERTIFIED PANEL INSTALLATION AT WALLS W/ - N0. 44167 z SURFACE LEVEL VARIATIONS WITHIN 3./4• c i * * FLORIDA BUILDING CODE (Novi High Velocity Hurricane Zone CASE E (PLAN) CAN F (PL!1N) - y S 'o : Imo TrR0C• ft 24 GAGE GALVANIZED STEEL STORM PANEL �'e SCALE 1/4--l- SCALE 1/4•.T- -1. °,f••.,CORIOA•.•';T�w,{r ...__ ._._.__..._.. Fs m / H INo" ',Fr S/I, 11 L _ E COIN c . \ �BAL PROTECTION PRODUCTS. LLC. mR �Aa111111111W ,_ /.._.__:-'�' R11FXp-t -EWOiR6WNq C9WAN1• Hem i.w 6, enWL, _ T!! 'L.P„e!/ . Trr R.. P. Nw — — n oNM. n Snr. 20 17S f (w N,-, �,w. Lam) r _UAW yy M (rl,pM-ra,e, FA LoHlIm- 7 ~G-mOETe e�r�.�.®ir Y,TWr. ,-i - OMAW M_ P'[ SIAJ9pNIUAIE/aR wRLtYP P NIR Hlei -Tf -T- __ __-,__ ____._._..____._._...-.-._ 31ti e a M MAXIkUI_A 5,P _._p_E 1G1f...PRE$,URE__BAT1t1C- (,p..iifJ_AND-CQ gE.5PQNDM _MMiMMM__ANC�i4.R 5PACM SCHEDULE FOR REGULAR STORM PANEL_ j, INSTALLATION 5 INTO WOOD STRUCTURE`,?. (VALID ONLY FOR PANEL 1O INSTALLATIONS AS PER ALTERt,ATIVES 1W THRU 4W, ON SHEETS 6 & 7') YA%. ASD DESIGN PRESSURE RA i ING, (P.- J.j F . MEETS 6 k 7 MAXIMUM ANCHORS SPACING OR E.D. A5 SHOWN ON 5 --•-_, ._.�_. P AP U AN t ILA At if CONONANY Or THEM MAx1MUM PANEL ,ENM,, 1' (r,.1 ,�- TAPCON !AG SCREW PANFLAMTE FEMALE D PANELAATE PLUS WOOD BUSHING 13' - 1J• _ -__a 1/Y - ,Y 1V 13• Ir 1W (TOR) -- I ___ 1r -_- Ir --------- -------- 13' IR (WnoM) 6 I!r 6 I/r 6 1/2• a 4/2. 211 (tOP) - - 6 1/e 12 I12' a 1/4• ---- (eon ) 5'-O• _ r -�-.. r B" ---- r - _-_- BOP) LESS _. e• a _. e^ e __ - Ji ( ) l 1J• 13• - U' IV 13, _ .__ 40 W CUP) _,�,.,,�_,I-,,� .4 -46 LESS 1 - Ir - 13; --. is• 1T- w Lw..,,.) 1 13" tr it Ir a IIii:71(i ..._ TOP) _ IS' tY p 13• -_ ,Y 6BOTOM)61/2- -5 1/r - e,/2'- 461/2' .._ a 1(TOP)>B'-0"- TD- •i / r 6 I L e1- / s - (TOP)2 u _r ..t0 ,/z• ,]• 9 ln� - 11' Tir . ._ __-._. 1r _.,.. 4OOP) 81/2" 41F (B5T011) 1]' t]` • SEE TABLE /1 FOR MAX. A.S.O. DESIGN LOADS & IAAX. PANEL LFNGTNS WIZEN SPACER lW- IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEE'i 6 MAX A.S.D. DESIGN PRESSURE RATiNC ED P I FOR .. NON SHEETS 6• ) MAXIMUM ANC.HOR> SPACING 0 E.D AS SNOW EFTS APR CAE,LE TO TC44Alr - COMBRIAI1pN Of 1HEN MAX MAxMHIlM OF, GTN It) TAPCON - LAG SCREW - FEMALE D PANELMATE PIANPLUS TE WOOD BUSHING ,J• -_.--..., is, 13• __ "^_.... t3 _.. - _ _ .- Ir _ 612. ! is" 13, Ir IOU rim ____.._.-_� e• ___,_._.._ Iw (�f nw) 1 e n 61 n' _ 61 - /s ei2' ! RoF1 - _. _ 6 ,/4 -__ _. 12 1/2• _..- a t/4' __ _ Ie (BOLT.•) .� ... V-0' Y_.. 7 1/2_ 11 Ste-'-. LESS t ' r r e 3W _. Nonw) . I0 ], 75 1 t* _ 1-' s _ 1 r 3 __ _.__ IS' (BDTi'L11 IS Ir I]• is, to` lot _ 13. is'_ ___ 13, Ir--__ _ e t/4•. _ tW (907TON) 6 I/Y'• a ,n• 6 1/2• a In• 6 I/a* _ (TOP) _- _. el 4' , t x 2 6 Ile 7R 110n.• To 1 /2 s 71 - / a ilL / 7 tTa).. r- 5• IV 17,2 .. .-.,___. _. ta` 6 ,/2• ._-,_. _ . .. .._ 13• s^ ,r -.. _. _ t]' e• _ - so, � (eonaM) - .- 4W (eoTTa) ,r . - __ _ ,3' s 1/2-pop) -. ___ ,D• • SEE TABLE /1 FOR MAX. A.S.D. DESIGN LOADS & MAIX. PANEL LENGTHS WHEN SPACER k 15 USED, CORRESPONDING ONLY TO ALTERNATE ZW ON SHEET fi TABLE a I A A.S.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS 6'-B" > 40 PSF TO 50 PSF 6'-2" 7, PSF T­Ow PSF 5'-IO• A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE AJM&E ID OR PANEL MATE PLUS ANCHORS & W/ SN "O,C. 3Q..'`\CFNS . , FI I N 41167 "_ „I_ morn .A ', * - — --- - *' * � - 'S ATE OF . N IL EI C O l le c yw'}ib ;',. ORLOF;.%r����, �y'C,&u' :IwT`.F,ts.,i'IN .A. F�:•ow"+u..'r°wm:,n v,., , . •- fir w.- fNH m-.Yp�.- 11,-1 n,_, r'FSS,' •Ip;.. \ r 11*111, unu,W wALnP A— 11 nLLn A. Y, INSTALLATION DETAILS FOR LIFE SAFETY PANEL C1) INTO PQUREQ_ _CDNQR.ETj OR CANCRIETE BLOCK STf�UCTURE5 1/4.0 TAPCON [.tISTI PnUREO N;R ,J4-. ,APCON -UISTING POURED ANCHOR O 9. O C E OR ANCHOR O 9 O C CONCRETE OR �, i CONCRETE DLOL-x RFOUwED. ) CONCRETE BLOCH •'i REQUIRED ' _ In' t ,1/4' I L 1/7 II/4. 11 ,ANAL+, .. - MAX. N 1 I "I r I 1 I I 1' 1 i l e I N I• mi. I N I MSLPARA7ON 1 e 1 ,.•. 94G, R TO CLASS I -- '.I -30.1• EXISTING - t AN e0.al W N ,. ". f ^ f eOLlf_ __/N® CLASS w- - - Y - i... l01 R16 � , 1 T G vme,P e 1 ,ONN O,ON LM Eg571((y,e I Y i 1 CLASS 6 , i e I' 1 I PANEL LENI.GTH N `. : 6• PAREL LENCin 9. - I a 1 (SEE ELLVA11ON I (SEE ELEVATION e I_ I" I I ON Slow 12) 1 T _. ___._.....I ON SHEET i2) t--SEPARATION, t 'a 1 e TO GLASS. n , �L. _w- + I I I I I (,,y) L/2 � Y I . (1) , . ! 1 6 EASTING POURED i o - I EXISTING POUREC . '.)IEr I CONCRETE OR I /j I CONCRETE OR }/ is F - - (� `V' CONCRETE a OC CONCRETE BLOCS r CONE Lro ,.'t 4F.ULRRED ''- 1 131r ac RfOARED. ,,;. 1 (Ri0101 . ^p1 N I �1 i ( 1:> _. _ .- ___ . I: SECTION R-3AF.TION R__jj? MCIIOR el`,1i /2- o <, 0 RE AR PANELS AWC.OH (RrmN'n) - 4_LIF_E._ eEEIY_PANNiL WALL MOUNTINGS SCALE 3/0-1- SEE SWEETS 15 a t6 FOR ANCHORS TYPE ITsollowG FOR NISTAUATONS WITO WOOD FRAME NUUWM Y.eYIM GS ANCHOR spore AND MINMW EDGE ASTANCF RE A,W0oATW ON INS SCHEDULE. MR LO U DRS THAN N4GTED ON SCHEDULE REDUCE 'ANCHOR SPACM v WANPEYING SPACING SHOWN ON SCI E9U12 BY 1N[ FOLLOW,W: FACIOWL top INS OKPATIOff TO K POSSIBLE, AOUCfll SPAG,INIG MAIMED it N FACTOR SWVL NOT K LESS MIN MNIWM SP.CIND nHXfJIED FOP EACH ANCHOR HYPE ON THIS SCH1r0,LT. 1/••4 Iµ'. ,,MBS= 1Mw ,AFmHH RlMex -- - 14MwA ARDOR errewc ] ] . - •r.4NllY ilw-�----- 9M.w 1 I.I ) IImARn (IIM.R.r Y (Pit) 3 ._ .__3 I/2 AalIR1. mom 9weQ OW W, I 'r E 01e ____r .OHO Im 3 '12. xSN�R A. Tit 1""", 1�P~'�\CENS� l���s *: *c = -qq STATE 0SE 'Cc = < F *F 'E 7 � o aL h MN1tNN11.NN, ' PE SCA./S0ftN, t,`DNYE -- BUILDING CODE (Non High Velocity Hurricane Zom 24 GAGE GALVANIZED STEEL STORM PANEL IWAr, sF OBAL PROTECTIONPRODUCTS. 0)/i'/m ' TS4 LLC. a ooNIL IT Z. 20-175 nWN[ f.s•imo-MU, FA: (04AM-e707 .7010 RITW. M El 24 GAGE GALVANIZED STEEL STORY PANEL r' IXPWL IN r-------- L E C O INic. --- GLOBAL PROTECTION PRODUCTS LLC. e,/DAT aTE .IMnW ,w E RIMS c`oW,H, ,4., .Mwr LIwwA n M,w - -I r�, __ ttwl n,-,eH Ie00 1. GI 9TRU'r aw ri Sall • _NE. (V6• ISM. IA: (15•Ke MI 20-175 W. ellli7 ,• a. NIMI -,TO N THUP NF, PE F RATING (p• dJ AND CQB$E�PS2tiDll{G MAXIMUM A�GHQj�S>�CINQ SCHFDUL 1.i INSTAj LA•T105 INTO CONCRETE dl( CONCREj>_-9=K_5TROGTURE5 PANEL INSTALLATIONS AS PER SECTIONS I THRU 6. ON SHEETS 4 & S) pW APPLIGAp(E ?0 SECTIONS k L, 0OF IM nON (i TNGw MAXIMUM PAWL LEMTH r re ( > MAX. A.S.D. DESIGN PRESSURE "TINGc l0 p �.) MAXIMUM ANCHORS SPACING FOR Mel E.D PER SCHEDULE BELCIW APPUC'iIKC m ''f'� k D(R6IMMTKIN OE THEM NAM NUM PANE'.. jw,i,. n I , MI IN CALK-tN TAPCON `- SOLID -SET PANELMATE riMALE D r-.---- PANELMATE PLUS ZAMAC-NMUN CA{.I(-IN KKR ro m q O,rCRI:iC m ',�i - ,.LNCREIF ro q i[ar,L I H ----•---f- ro OOI101nI o :CON/LINK ._ q wP�I! ro ' Ir 13_ 1.r 1 (TOP) 6 r LESS '• , -0 To .hS, -a6 i3� 13• tJ• ,J• 13• 13• 1Y IV lr -13' IJ� 1J• 1/ 1/2 / W) 5,_e a Lm os' ,a^ i3 , (I'Cni6M) n u ,r u' a a tr rY ,r a ii e%2 i �e`cirori r3-',-,- 1r-,_ IY- I -(TORN ,r tr q• IV it TS' 13• iJ' 1J• Ir IJ• !1 In I (TAN) 1 1' I 601TW tr 1 -- 1 1 .- tr 1 f, ,r 1 la 17 12 x a0770M 13• 1r t3• �..,_ -IY _ Ir 'iiz ,3^ 1r 13•-. _ .,.-. tr _,_�_• 13 ,t In _ a'QO�i - e, 4' 6 1 4 3 BOTTOM 7 1 1' n 1 I I I 6 1 4' / 6 1 1• / 2 1 ' t l 16 1 4• / 6 1 4• ! -5• 3 W"OU ( ) e• e" 1 1/2. 4 (TOP) - 6' 6 ,/r r a' a' 6 I a• 7 1/r r r Ar - 4 (TOP) - 6' - (BonDlq 6' _ ,- 13 -. _ . I e^ is• ir- - 13• Ir B' it ____. Ir -.. lJ• 13' l.... IY _ _ Ir - -jr-Ir . -_, __ /I' M .. __ 1r - i3 _ _,_, . Ir -1r , e� IJ ____ r - 11 1/7 __ f, I/ 4 ,(e0TT0A) 1; (lfW] ... -_ __. 6 EORIOY) �. Ir IY Ir s fTr7� U• - Ir i3' t3• Ir 3 (IB�MOTTOIO T !_r ei/i ,r_ a ije 6 y.,.) '6"(win'..) Ir 1Y lr tr 13• _ IV I3. -13• 13' ,r 11 in' _- - _ e r!a= e , 4• a t/a• 6 1/4' u- - - -- 6 1/t' 6 / i a (Barr) 1/2 13' A 1 I (TOP] > To TO U-4' i3• a• 1r 13- fs• 6 1/Y Ir a 1/r 9 1/2 6 112 is" --7J'' J I/2 1 (TOP) i (WrTOY) >6TO 9'-6' 1/2 13• 6' 1 LOID71IN) _W 71/r ,r tr ,]• to-' .is*.. to' it' a.- 6-1/2• 1/2 ,3"- 4'Ir 2 (EDP) 1Y IY a" 7 1/2• Ir ls• Ir IY _ /r 6 1/2" it 6 1/2- 9 1/2' 4 1/I• is' 5 1/2. 2 (TOP) 1/2 IV 6 1/x• 2 (BOTTOM) ,]' 10' tr 10' it' S• 133' 6 1/2. 2 (BOTTOM) i/] _ t3• a //r s (tops it 9i/I' ._Is _ ..iJ' 1J• to' it 10' 11'. B'_ u•.. a rn• 3�Torj - - 6-i44' ! s i 4• ! s (oQiTC14) - T I/2' M ]' /2 in M r 12 12 ! 6• a 1/t YT4r - �•-- e Ile ! 12 1/t 6 a' 12 i/2 M - 4 1/2 ! 1n' - J�/'1_ e 1 4" e.__ 2 '1/YON R Ve 3. 3 (BOTTOM) 4 (i_____ a (BOiTOY) T- 61%S' _..r _ (TOP] 7 In' 4 (60TISW) In• 13, r' 5 (700) IV a 1/r 13, Ir Iro'1r to'i•e• 13' 6 (TOO)_...1/r 1/2• Ir -_ is• a t/2' 4 1/2. 5 WoTnmw) ___. .- 6_(TDP) TY B 1/r IT 1J' 1J'0' 13' t0;_,t, , a' - __ 0 I/2 - IY ,3. 6 +/.' r =, ,/O• A l /4 5 (eOTTOY) ___..__- a (TOP) a rTr• _._ it e• _,__, IV Is' 13' a t/2' IV---Ti- 1/2'. - B I 4' 6 1/1' 6 BTJTT'•) - a 1/4• B 1/4' .i O t/a' l e 1/4' - NGS. FOR Ca OWN O A4[RA ,GYgR -I V••. Iw IwX-w 3 ,p Sao kl1 m-_tE ' TER A. N , P\'' TEEN •• '- ✓�-' N� �+ 44161 =_ TATE ov, - _.r- c - ..._� It"-- __ I-•. (ORIO* '' p as �w te7 TABLEli A A.S.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS 6'-8- > 40 PSF TO 50 PSF 6'-2- > SO PSF TO 60 PSF V-10" A MAX PANEL LENCTHS ARE ON Y VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2. O.C. ,.,.... ._..-.-_-... ._._.-_.._.... ..... ....ANCHORS (SEE SECTIONS a ALTERNAINU ON SHUTS As. 14, 16 kts)-_.--__._ r MALL R-IA/13, A-2A/131 R-SA/14, R-10/13, R-29/13, R-38/14, D.M.•O. -1" Mlw _7� I R-TAW/1S, R-2AW/15, R-3AW/16, R-1BW/15, R-20W/15, R-3BW/16. 4).1Q °Iola Tpnao. NL. ' 24 GAGE GALVANIZED STEEL STORM PANEL ---- �A. ___' ` -- —_ _ - - ] L E C O 1.e4 GLOBAL PROTECTION PRODUCTS, LLC. 1e00 SW 51 SIPELI art.- 3]3,4 P„W,c INNF_1541 eA (NSANR.-m] atx20. 340 a vNia ur im A- M. r - -..1. rrr.M N Nr1-, ,-, n,_m, 20- 1 75 -- C,` _111� nWL.w R., e""r' rN .Kn . a IN LI,� LKr -', i a. 3' MAY. I- BAN 0 0 0 r_ _.._-_ __T .____ ____ __ ._ I � I i I! i i I I{ I 1 0 0 _ �__ _._ �� I I 1 0 0 r __ __ _ "' T� i 4 �. I I f - - ... I -- _ _. ... I L/2 4.4-20"I" S.S. BOLTS W 11T T _-7 1. {USE NOR PANEL LENGTH \ j MAX. 1 OVER 7'-6•) (1 'i I PANEL LENGTH 1i P R E, STORM P W-O- .4 .0 - HECUTAR STORM ANSI ECUU 5 0 M PANEL I • O 40.E III LENGTH I -I 1 __ � r IOU/ OVERLAP MAD PANEL LENGTH BOLT) LIFE SAFETY STORM PANE' 7'-6' O .50.0. -54.0 P•R.f (W/O OVERLAP ND PANEL LENGTH/ BO(T __AA;oi, �, ©,.. ,/4'e-20.1' «.(�_ _ _ USE 2AraAL�Y.OIPANINEELGLENGTH 4' S.S. 13OLIS W/o AT EA OVEN r, ' L' __ _.�- _, .- -i I t I Irj I .. ­_­ .. .... _...._._....-."' .. , -.. _.. - --.-_.. _ -..__- ._ __­___7___._i'_.. I i,__.'. _.. _.. ..... _,--.._. _I.-_-. - I_-_ - - - - _. -.--'--- `----__--- .__ 7 r (]) NOTCN[S AT �TUO j __ - _ _ _ 1. y i.DUl10N a UFE SAFE7Y j ' + J��)( (. , PANEL BOTTOM CORNERS._.._ • -.-..- O _. _- __ , , , D.M.,O' __ — --- _ Opp--- '_CMERLAP- EXTERIOR `�'_' _L_ -- -- -- _'-'--"-- WING NUT AT _ KING NUT AT 3' MAX LEFT PANEL RICH PANEL ,' i A!i t INSTALLATIONS ONLY VALID FOR WIND 1' AIM. R-IA/131 R-2A/13, R-3A/14, R-I9/13. R-28/13. R-38/14. I- NM SPEED UP TO '70 m,p•n. R-TAW/,S. R-2AW/15, R-3AW/16. R-LBW/15, R-28W/15. R-38W/16. - _. __.-. _. _ ANC,•ORS ISLE SECTIONS A ALTERNATIVES ON SHEETS 13, 14. IS &,6) _. t/A' A/Ax. GRIP LIFE SAFETY STORM M PANEL (.,) ELEVATION (t) SCALE 1 /4"� l' i REGULAR 2,ea7• - 1 ,1 REGULAR �• 57ORM PANEL 11e' �AF T pu -LED STORM PANEL } V__- __ / n/� i -..--".,-.L;.;. _______ -: x - L.ITP-FIN 1, ___ __. z _-- !.. `N N • _ - - ____ _ sz- aP'��7 DME�� LLC -ey - _. / ' IX. •� , r -. R y9 Ti�� I' 1 . -,.-- 3 LIFE W- FTr PANEL _ •, r # , FLORIDA BUILDING CODE (Non High Velocity Hurricon* Zon F 4'..•, Z : Q• r Some TARCO..x +. EXTER10 %y�F,S' ORIDA .\�ti� _TT, 24 GAGE GALVANIZED STEEL. STORM PANEL .,.; B, ----------__... . _ . ..,_.-_--------- r N/' -NV--. TL EI C O IMc. GLOBAL PROTECTION PRODUCTS, LLC. ""' 3P10 S€(�TION A -A KEEi-RPq coMPANr •roo sw sI sre(Y — �% .. a P, w AP ro,W 41�PA NW r DIME.. FL ]a,A 20-t 75 SCALE 1/4"=1 •/ % �•�T`7 w I>R.O r„_.p IFPu n,-I MfYd (95r)e6•TY4 rAX (a54)aR-e/9F I .... -,. n . TT n�.,r ,w w. r �A• M. ORA4.q AN --- U-OpO.] 11 -_.. - _- • ,'. SUyJ'AOW.nRR/aR BARN A ,XLR 0.. P E 4 elYTI ,I M 1. DOD HEADER OUIRED 4'. IAPCON ONDR O 9. O.C. 1 0 /2• L i1/4' iP^"=�iL WAX INSTAUATIQN,_X, AILS FOR �IF�SAFETY PANEL G) !RIM WOOD STRUCTURES 7-.1 _ ^. b__ __ _ '" ti�j�_ _' WOOD HEAOEa -- _~LI WLxIn FIEArER j • I _ lie. TAPCON 114.0 TAPCON / I ° ANC,IOa a 9. O C I '. I I.,I' \ I 1` ;ANCHOR • 9. D.C- :2) ]ii % '•4 1/2• 1/4' A{ l ), 'l 1 in• I1/4' r _..-_,.._. .MAK, 'fff •1 ``, Max... _ ..... I � /IAn. ;.',, 1 1 I I ' Min, i 4 t 1 1 1 1 �/:�J 1 yy 1 I _ -(tit _LJ I� l _"_ V.. 1 1 t ,/a'.-WM1• U I 1 Vav-2b1• 11 I 'Sh1• l is aN0n I... _r(1: ,• :. I AS(�dF40 R ExT "lic,„)l , I as edn r h r, 1 . . AOuIA p414� GLASS " �M(O, �a rT -SINKS 1 ___.__f OLA55- ,. J r I. NK Nwrr;; GtA55, i 0 I ,DO..O4P,7,, / "L• R ,���,el11 i umant amm l-'r) n I I •L Mw e - _.1-- J PANEL tENGRI (SEE FIEVAnON 4I I L } o,-..__ _ ��n 1 9 PANEL LENGTH - (SEE CLEYATI(NI t 1 _. _1 ON SHEET Tat ., - I PANEL LENGTH A (SEE ELEVATION e E M -`--,'`-- ON SHILT'T ix) N lr_ 1 IT I ON SHEET 12 I I Cl)) n Q fl 1• Min. I" ) TO o✓55. (� L/2 --- is 1 , 4 " 1 1- -s v,mmoN I 4 -., V 11 I 6• 1-• - I I L/2 ; TO Gu135. r� n I _- Li I i "I ALP' 1 _...J --__- I k I _ �._. _ IV,.. � 40 I ht _ I 1 � f4� EU I - I 1,Na•4 TAPCON _ �4•0 TAPCON REWIRED _ IE/4.4 TAPE. -ON 2'.." 0 l ANCHOR,= • V IOC'- ANCHOR O 9' CC, ANCHOR O 9. O.L PEAT; T I S"fAOCEREp w/ STUD '.I STACCE'RED W/ STUD RECKIWD (" i - j'x4' WOOD .. _ _ _FT"x4' KNOW , I" PLATE REOUTRED WOW HEADER RFOUIRFO 1/4-. TAPCO- ANCPOR 0 9. OC {2 I 1/2- Irk• T 1 1 I 1 1` ^ LID Is.p I A , CA WEA I T ' I '1' MIX - IV PANEL LENGTH iT (SEE ELEVATION I ON S,uT 12) _.,L, - T I / 1 1 I 1 T 1 I,/2• , n �s*N= e 13 /I 00 _iJ4'. 7APCON ANCHOR a 9' DC, ALTERNATIVE R-LAW ALTERNATIVE R-LBW EPj� XE R-_2AW ALTERNATIVE R-2BW t_RESULAII-PAMEINS 0 WEE SMETY PANEL B G j)ULdR PAHEJ.S LIFE r`AFETY PAb,, WALL MOUNTINGS ,,I ... 0- „Nf,N WALL MOUNTINGS SCALE 3/8-r �1•1 A. N SCALE 3/8= I- �tF,..... I zz jr ---i FNS •'' 9 -- FLORIDA BUILDING CODE (Non High Velocit Hurrleone Zone NOT I INSTALLATION ARE ONLY VALID FOR A.S.O. DESIGN 0. 44161 :Iola mRa). 24 GAGE GALVANIZED STEEL STORM PANEL ly,.� NI, PRESSURE RATINGS (P.4.1) AND PANEL LENGTHS AS * : * *' ..,. - _ - _ _ w01/ffi30 PER ELEVATION ON SHEET 12 STATEO�77:-' I�N6. GLOBAL PROTECTION PRODUCTS, LLC. Nit- , A4. 2. FOR NEW WOOD FRAME CONSTRUC7IOW WOOD `8OO s, STREET31.-- "'s0' Fl,QRiO� , : TUR I Iwo a 1" .iivy OAYR. R 13J,4 MEMBERS TO BE SOlTHERN PINE No 2, W/ SPECIFIC ,(`' •. .IN;,, ­=.'`(-Im -I n/DNr: (13.16(11 T5•s FA (OMM2,-e», 20-175 DENSITY OF 0.55 OR EQUAL. moov' - - ;•„ -- 4r Si(j U- 000]14 �• NM M: N wr �� r 111N71111 n NARK A TILL0 ,Ir. PC , Pp ,H•rY e , _ _ __ M I. a n i MAXIMUM A•5 f)• D�N_PMURE-_R/�1NSE�t.s.f�l .AND f�QF�BE5P01�.D1N_Sz-IAAX MWlII ANCHOR SPACING SCHEDULE FQR REGULAR STORM PANE( I j,` INSTALLATION INT CONCRETE & CONCRETE.-J�J OCK�jj�UCTtIRCS (VALID ONLY FOR PANEL Cl) INSTALLATIONS AS PER SECTIONS i THRU 6, ON SHEETS 4 & 5) MAX, A.S.D. DESIGN PN S R ESVE RATING LP ..(.) WJIWUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOWIlk APPLI101,T TO SF.CIIw, i k ANf MAXIMUM PNATI. LENGTH LL .i H,.) IN) MAX ASD, DESIGN PRESSURE R RE su E I RAT • LP ..I l .-..•- MAXIMUM ANCHORS SPACING FOR MIN C.D. PER 5C•EDULE All BELOW -_ APt'L+CABLF TO :+TL•NY / a AHI• DaiBNATKN OF TN[u MAXAILw PANEL r, LE N,n 'L' !H ) TAPCON SOLID -SET PANCLMATE FEMALE 10 PANEI.wATF. P LI13 lA#NC -HALM CAX -m APCON SOLD - SET F EMAIE TE ,D PANELMATC PLUS IAAV,C - NAILM CAL K-M a711,1Y � TO 1YNu to Commm 0 G comaAr1E 00 10 COIIOIMIKN Or THEE. q m q o � c TD ___.6 LSE ro pp,ry,RR CR[M1 m E 1.65, -65 ID N5. -M u•y IVit ,r 13• ]r 13' ,J 1r ,r a r ,o , nOP) SpNj >.7T.-75 .119;-11ap ] _ - t.1' - _ ] 0'_ 1i 5 u 1 n1 !? 13 e 1 it ,3� ��TV 612 ! 7t n s 1 n .7i/r., Is- 4 1 2' i 1 TOP r( •- LESS ,a' Ir Ir tr 17• ..+3" 1 (9C1PUM) 6i/Y t3• tJ' TV 6' a' ,IQ* ,_3' 6' 1 (60TrOM) IJ' 13• 13, Ir I3• it Ir Ir 1r "70 tC,](SOP) r 1r 10 1n' _ 13' -_ 6 1/r _U` 6 In` 7 1/rS tn' is' ,n• 2�1 )-- lr1r1J• -- 1J` tJ Is` U' J t -- lr ID - z-BOF,DM ( )- s r e1 !r __ -1J' 9*, n , t !r 7 1 n , 2•1 / ) r s - r r r1 , , 3 _ Y 1 J 1' s i r 2 i ! 2 9 i 2•, ! tl r2'7I ! ! J Is' 6' a if,r oh_� 1 12 1n 6 1/4" II 1/4' ,2 Ilr 1p in _ - 6 i/4• a 1/a' i (aOtTOaI} - 7 ,/2'12 1/I -_ 6 ,/a' 6 1/P 2 In j IV - - -_s a t/4• a 1/4' J (BOTTOM) .a_- . r3• ;r -. --. I1• _ it 6' iY Is- __. - ,r e' _ _ IV n e __ IV �1J' __ ,r _d.__ fr ,a e" e• IF _ ,r f�2' �• tr tr 7 r 13' 1r B' __ IS" - 2 a' 6• _ 13' i • 1/r 10 . io - -- 4 COP) 4 (901'T0Y) 6 ppq _ BOT1dA. ( ) _. _._ 3"_ 6• a 1/2" 7' J In 6' 4 4 91' r a_ i/II' x 1/2 - 4 (TOP) A (WT70YJ - e I- e• - Ir a In - a l.." ,]' __.�.._ Ir Ir Y 13' ..,, 9' 7 ,r,lr -Y "" a'- 6 CW).. S BOTTOM ...... 6 I .1. a (SOTS.••) I 'Y. 13 _ _ - 7 5 -' IS- _ ,] 6 1/4• _ Ir .._.- 10 1 1 4' IJ .�__ Ir 6 7•'/•'YI 9 1 a In i e IJ 1r a-1 e .-..Is* 9 I t 6 In' 6 1 e 1D 1 /r 7 1/r __- - 9 i 5 tn• -- 13. _,.__ U• eA t!�• a• ,_ _ 4 1/2 a 1j4• ,3� 11` - 13' e 1/4• U' 6 Ile ts' 6 , 4• 1J' 6 Ile 13' - _- - 13• - 17• - - - ,r - _ I!• • 1 4• 10 a 1/4• 6 (toa) a (BUTfT•) it 777 ,r is- is- Ear ,r is- ,I- a• t]' 1/1 1 >a,-e, To W-0, 1]' S' 13• ,0 1 z 13• 6 / - I]' 6 , tl/ 7 1/2, 5 , IJ' 4 , 2 -1/2- + OP) >S•_6• TO 7. To ti 7 I/r tY 13' 13' 0 t/2' 13' 10_7/2 r, I!2• a, Ir Y I_(60TFOM) - 13• 6 1/2' 13, IJ• _ 1r a• ,r -tr 9' 10 . 7 1/s' Ir r , (BOTIOMI is, 7 In' is•_- Ir is* 101 _ 13' IO• 11• B• U• 6 ,n• 2 (TOP) IV 5• IV TO t/2 13• 6 ,/r 6 11r 7 t/x• 5 1/2- IV 4 I/2. 2 (TOP) it 7 1/2" ,r 13• Ir 0 1/2' 13• ,0 1/2 II ; T' - e• Ir Y ____.._ 2 (aOTTOM) _ U" IF r __ 7 - iJ• -is_ 2 Il2•12 1Jm __ -ir ,/z _ 13• Ire S /4• 9 t!r 9 In• a i/P it _IV ► 1/2' Y 1/3. o 1/r to 1/2 7 I/2' 1 1/2G Ir Ir a I/r 6-- 2 (901TTO�M) - 3 (ION) _ -_ 13' - +I2' _. _ a' 7 In• - J t/T - 3 2 wr,2 a' ___._ a' Is" 1/II IC - - -__ is' 6 I%a• 7 1/r e• 10 1/2' 6 i✓4. 4` _-_ - -,V 12 1/ _ 6• _. a• 10 I/2 6 t/a• 4 1/t" - TI In - a• ,. 6, a• J t - Ir 6 1/4" T or r 6 I/4• 3' - J (TOP) 3 (90tt0M) 4 (TOP) 4 (aoftOM) ,2_�I/Y a 1/4• .•,.e - 6 /p• a , a• ] (BOTTOM) i• -r _, it _ a I!r r .3.I/r IV 4 l!r Y - 6 1/Y _ s 1/2' 4 COP) .._._ __. _ _Ir ,3• _ a I/2 6 I/r Is" - is, J 6• _GAIT`. - . .-it•••. r -u' _ _. a• S 1/2 10"_ -- 7 1/2` r it .�' e• _ (BDIDOM) (TOP) G$W 7 (/I` 13' ems• ,3' ,O 1/2 13• 10 I/2 „ 1/2 e' �Y 6 COP) -13" ' •7 1/7' Ir 13, 13' 10 1/2 tr 10 1/2" t ,/2' _ e' 13' __T 7• 6 (WnoN) 13' Y lJ• 13• IV IV 6 1/Y• •in' ,0 I/r 7 1!2' Ir 6•- a (BortOM) fa' 7 1/r IJ' rJ" Ir 10 f/t la• 10 r/1 n t/ 6• IJ• 6. )___ ��",. ___?•__ . 1S• --- 13" UZ- i]' 6 7 ,n' 6 1/. ts_ a I% (LOP')6,/4. 6 1 A' 6 1/4•'6 1 4' 6 t/4' _��._. a - 6 1/4.11 it , 6 t/.' - - - 6 1/1' 6 f/4. 6 eon 1+ SEE I14IT 11 FON AHCIKM IYPL a SPACING IOA Rb1AAATIp16 .IV W0a0 r1MME wuwo5 . ... AA>qN S,la,NTS - MWNUM Iva D`S]ANCT AM I,DIDITCb ON TMS itc.m T NON C.D. L SS TIwN "MUTED ON'PALD.1E REDfAX AHLi" SPACN,. W MULTIPLYING SPACING 5N` ON IIC"EOMf 91 THE foLLOAHIN0 ,ACT0P6 FOR nH DPENANw to BE P059e1E. NE4IC10 SAAGNG ONTAPND UoWc ACRNN S, NOT BE ULSS /144N H0P1/..N SPACING w TEO TOR EACH VICHOR TYPI GN I•N1 SCIYOMi, 1/.•. ,/.•. I/a•. ,/., Ill'. 1/1•0 ANCHOR TM IMOCH, MUG-w wYSLLWp ro - rAMc-KArN 11 OIAR-M __ ____-_._ __._- Mw" ANCHOR SPACING ON.) 1 ! I ] 2 1/2' __ a 'n ,. ,., T._.._..._,._..__ AKIIIA'UM t06F to-Hr,t (+•) __. 3 -.-_ 3 I/r -..._ Y -__-. 1 3 1/r 3 _ ._ wnANO R-0,1 �,x�- rco, pL _-____ ] -____. ] ln• 3 ,,I, __.__-. 3 1/I __ 3 1/1P ___ ACRK EDGE DISTANCE EO FACTOR I ,,I' 035 - - - - r ,jr PAi p>p - - - plp.. ]. _ D.e- ,m -- p.0 1 T 1 FOR MAX. A.S.D. SPACINGS ONLY WHEN SPACER S 11SED. SEE 'VALID DESIGN LOADS &MAX. PANEL LEN WHEN SPACER �IS USED. TASK 11 A A.S,D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSI' OR LESS U'- H' > 40 PSF TO 50 PSF 6'-2' > 50 PSF TO 60 PSF 5•- 10- A MAX. PANEL LENGTHS ARE ON Y VALID FOR INSTALLATIONS It..MIH1.1", 4""' W/ SOUD SET ANCHORS & W/ SPACER AT 12 1/2- O.C. "Ok A. Ti �"� s 1 �l`P• ' 4�GENS '' �9 % FLORIDA BUILDING CODE (Non High VelocityHurricane 2on6 ' 67 z at62o nrax. Nc 24 GAGE GALVANIZED STEEL STORY PANEL Oka B. _ - 17,- 'Li ..Zv2�1 / TILTS C O NM6 ,•', GLOBAL PROTECTION PRODUCTS, LLC. "/arcm» Fs.W eI sue!-n•}°(ORID`,: wa':r(— emu«vI[. ri_lal•. 20-175 •• •••�f , D l• w.+ Wr, N,' min .n-,u, Pl+wr (PNMS•-F FA: (W.•Mea-ArR ' DURra w /E NCLOA.RP AI 11A1 rUIN n NA,00 uao6)ro ��---'i` - rAtIP A nun ,r PT _ _._..-._� __.._. v sN43T 10 a ,e INSTALLATION _QETAJLS _FOR LIFE SAFETY PANEL L ) J�JTQ POURREQS�QNCRETE�?B�ONGRETE BLOCK . aTRVC_TURL_5 1/4'e TAPCON p(FOC�EPGORED 1/4•0 TAPCDN __ , _FXIBNIG POURED 1/4.4 TAPCON LX611NG POURED? 1/4'e TAPCfM E2.TSTING POURED ANCHOR O 9. O.0 CO�r// OR ANCHOR O 9• D C CCOONCRE7E OR ANCHOR O 9. O.0 CONCRETE OR ANCHOR O 9' 0 C CONCRETE OR L CONCRETE BLOCK If/ ; CONCRETE BLOCK r f f; CONCRETE BLOCK r,y CONCRETE BLOCK F REQUIRED. � REWIRED. REOUIREO. }'�,, REWIRED. {z( _ rf 02 . 1 (,A 11,, (2 4 r / r 1_ ,, , / I ) MAX,. 1 �!/ MAH; _ 1-.._T_.. MAX....... I /r� I �/ il. 11 I rI !J''.IYI 01 ,�,:i✓.. ;i j\ ,r,.1„. Y 1 1 1) . •II ! 1 e Y Min. 1 `"/f ,1 E •.,/ 11 I- YUI S 1 '"', 11 i I w--SEPARATIDN I p ll- SLPANATiJN t 4• C XI I' f:Xl 1 / 1 f 1 G1A35. 1 GIT U ,LASS. STRY(rJl 0 II T is. 4aLn r EII5 S I: 1 i _AT 1 ea CLASS 11 1, 1 � "' A, FOLrf rX('a GLAS /iy �Q GLASS 11 S.c ONLis W GA55 n t AT P V .,T Fw ORR1iD' OLAS5 �jl 1 1 R7 0. N 1/` Ar rA - (11. rtM ,el(N - i/ I RAE FMN IWG 11 l V i (u1cn, Ma r-FlI M ( ; It I 13NL+M 04P i!r q It } 1 II 1 j Il I 1f i' i 11 -3 1 �L• MP. It 1 1 i` MAX 11 t' 1 MAX H I •L• YAK. u i 0 P II ANEL ENGTH N PAN j+ , P PANE E 01 F ,M 0 .� I C FEE ELEVATION d AN_. I N 6 .l IENE" l 1 t�` x 1, i :../. A. ! ISLE ELLVAION N I (SEE CLLYAREYN N _ _ rA - _ ,. _. -. (SEE ELEVATION n t I (sEE ELEVATION �.. N ON SHEET 121 II 1 _ ON SHFr ill i I 1 i ON SHOT 12) 1. 1' YIn 0 t0 C1A55. _ _ _ i Wf 511EET 12) t Y:n. w_SEPARATION I 1 I Ir SEpAMT10N 1 I1 _. __ 3 D 11 TD CiA55. I '/ Il 1 1 - J , I I r', �,. 1 _ L/2 E I ( L/2 i I 6• 1 t 1 - (3 \ , e- r i 1 i I I 1 1 1 .a - 1 a a urf:, i • a yr u EO iL(J - , .'u,i_ _.. ' - , Eu I �._...__+ I. EOr r /.. '' 61rtAx/ M.E. TO+ 11 BaTs Nv'v . t _ ' to 11/2�' DC 0 I ,n oc. ' (4 I ` { 4 I (. t; 1/4.0 7APCOW , I/4'e TAPCON '✓ 11 TAPCON 1/4". TAPCGH ANCHOR O 9" O.C. ANCHOR O 9' 0C. _I/4-e ANCHOR O 9. O.0 ANCHOR O 9, OC EYISTING POLKI CONGRCTF ON DIMING POURED CONCRETE OR EXISTING POURED CONCRETE OR EXISTING POURED CONCRETE OR CONCRETE BLOCK REO,PREO CoNCRF.iE BLOCK RfOLtPEC CONCRETE BLOCK REOUIRM CONCRETE BLOCK REOLNRED SECTION R-1A SEQIION R-1B SECTION R-2A SE.IJM,R-2B 9__K0U�R..-PANELS SLLIFE �AEEPLEANEI 4_REQVLA _PANELS A -LIFE SAFETY PANEL WALL MOUNTINGS WALI�AiONTINGS SOLE 3/e-1' .MMPItuNnRli SCALE .1/i`_ ' SEE SHEIIS 15 a ,6 FDII ANGIORS ANCHOR 17P9 I/••. ,YPt A SPACING fOR W51ALLATIOKS WOO TAnCON, WOOL FRAME wALD10" MINIMUM W1 SPICHM15 AND MMONM AAWYAI. MOOR OWa.a (MJ_ ._ _.. 3 L. EM,. DISTANCE ARE MWGTED ON INLS S S,NL FOR E.D. LC45 LIMN IHOK.AtCD DN SDEDUtE REDUCE ANCHOR SPACING I-- olrww (mJ Mon-0n1 •'.'_' .�.,_ DTN el.r, l._ D-- _.... > 3 BT MUL,IPLYNG SPADH M 5)11R,N a•N SCNK0W eT IHf rouo",G F,C,ORS ,� wK wom FJ I ,/2. 0. fON THIS OPERATION TO K POS6LE. REDUCED SPACING OBTAINED USIM rACOR SNNLL NOT BE LMS THAN 3 ,, /2. DE, ~10 SPACING INDICATED NON MI' ANCHOR TYPE ON THIS SCHEDULE ]. .,w _ USER A:.T�4lir%s,� ; 1�.r' C\CENS, •:may No. 44167 i FLORIDA BUILDING CODE Non High Velocity Hurricona Zon * - •G. . * .q20 ,LIECD, 11K I.. 's 9 . STATE DF '(r z 24 GAGE GALVANIZED STEEL STORM PANEL pA,WN ar, F(OR w_ --- - _ - GLOBAL PROTECTION PRODUCTS, U.C. et Sin"° WTIL EECO ' si' ••...•i.- NYC I M 5N 51 S1PR1 •FrFrF()NAL -,;'12 x.E> WK..' li,4U Ta'Ra cower ONW, R. w11 - 17 FNN H111NN N , - 44Y I^,NLAW . rr . , •1N -- (es•)W-Mb. FA: (15•)4A-Ml 20 5 ,NN.,..r.� M1AwN - .T SGLJ• aMnIRF/ai! G-CROe7,a _- _ ___ ,_,. -_--.. WATCH A .,w A PT eHm t] p , __.. - '-__-. ---------------.---- INSTALLATION- DETAILS FOR UFE $AFETY PANEL 1 I_NIQ._. WQ0 URU__CTUBES - t "­ _ ,` -M(000 HCADCN �'� - RFOUIRFn 1 i'- i''I _ I/4.0 IAI•CON I ANCHOR O 9. O-C- I. wi "N' " In. r1/4. - Mo I . -_.-I -� u 1 I 1 Ex,SR11$F•,p I 1 . -.a GLASS I , 6-6 eDL,3 r r A n / :. N (RI mR nra II / 1 4 ,D/TI"Ar 7-el 11 II 1 I , YAx 11 I ' CANE[ LCMG7N 11 1. 1 (SEE ELEVATION 11 - u - �._-: I - ON SHEET 12) " 1' YIn. IF--�SE,;iz N -. I u To cuss I n H AS 1L.9' ILA I -I kIS yr RC Ir" � I ..,_ '. -.._ _i I 2'.4 WEXX PLATE RFOUIRE) ,/eo PAWLWTE PLUS ' ',, ANCHOR O 12 1/2' OC i I ALTERNATIVE R-3AW 0 REGULA�.P-ANI S WALL MOUNTINGS SCALE 3/8-1• 7 INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. P DESIGN R RATINGS cl AN ANSI DC_ G LSSU t CS 0 (D ) LENGTHS AS PER ELEVATION ON SHEET 12. 2. FOR NEW WOOD FRAME CONSTRUCTION WOOD MEMBERS 10 BE SOUTHERN PINE No 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL. I ,/4 ,ARGON NDR a 9' O,C ' , i i; - I/2- Spit/4• __ wit., I 1 H, I i 1 - �1� M j N Y r .1 G o+R1e:IP' 6 i n J II I 'L' YAx it '•{. PANEL LENGTH (4 6• (SEk ELEVATION 6 - 11 1 .,, I ON SHEET 12) B r --- r c M. {I 11-- 5[PARAIIDN G,A55. E /I �K 6' jl I 1. t. J 7e n 1/r ­ T, '.. `,1 1 �kII ED _ - ; I - - _.I' 2•Xe WOOR, ` _ PLATE REQUIRED I (,, 1/4•0 PANFLAATE PLUS . ' ' ANCHOR a 12 1/2. 0C ALTERNATIVE R-38W 4._LIFE__.SAEE_TY_P_/ANEL ✓ y E : 40. 4416T a FLORIDA BUILDING CODE (Non High Volactt Hu,,Jcon4 Zon a ^o'- STATE OF. =¢ f nxom mx(p, .Nc r�. IA GAGE GALVANIZED ST=p°F' GLOBAL PROTECTION PRODUCTS, LLC. '] MRR'r_ WOO S W 51 51RER _ •FCDR4� _ �-') C �.,��:___L . 5. L }N ,•4eIM A w A W L A gRaOY6. / f \�// �,���} QN L •.-yts A / 1 / art n. 3e3I 20 75 f I • 1 N i N 1 IIINIH ' i I,r. w b,-,Ar Ir -. 1 1 A, < ) i3N0 Iw r,.G..-. rA: -e] 1 M14Nl. fit -75I a5. L )Otte a ( Ne+ -1 -- - 01M1Y- R' CNommle *', A "i N. " PE xx.^rcrMlwCfDa[ -_- •P �- - _ -- ,e - , N O > v 'L O i- C O _0 O O C Q C13 � 0- � j ftr7••T U) Ell Z3 -0 `4 O 0 -0 -0 O L_ ,r - C O N /C ♦ \,A O O 'ems L _ . m CIO Q� (u f` O > 1� U) r- M O + Q �••� C = arti - O N x O tv! .- L u a L= o U-) c fO f, N - n ",C C V- a • . N /C Q !_ U7 CV t Q t/7 C 0, Q N -52 Y 3 °> a> - E CU a +- c E C C .-Cr =Ili a. - 3. CC, RI T CO _= i >1 C O IY. (O ,. to Q 23 c E m C) a C_1 .{^n.-,,i W (D (D U) (10 „� O C/) 0- (1) :D (Mo L_ L. ran V ) ICU L. W W Q Z Z Q I EL SHEET NO. SH 1.4 EZI/IS, EZ 1 W/ 1 B ANCHORS - (SEE SECTION EZI a ALTERNATIVE U1W ON SHER 18) .... _. --3• tso...-. � .• M. �- " Min. 1' Mte. . 114"I pE ( F 2) .- -.. POR Atn 1 /1' O O _ O • O • • O • O O O_ _._ y_-_...._ _- I _ lFrMi ' 7_'(TMP)�R. j L (CND PANEL) i (INTERIOR PANEL) (INTERJOR PANEL) INTERIOR PAWL) Ij (END Pµn) I. } MA%L. SEE NOTES 3, 4 i I I i i j I SEE NOTFS P. 3, 4 n.-D• 2. e I e I I I I or I I) PANEL LENGTH I ! I I � -gJJLTED PANELS W/ //N-xD,II' 4s iEOlTS W • FA OVERLAP APPILICNIM OF V - JJ_LLJJ-LLJJ111JJ_Lsi tttt �ttt sIJJLLJ l. f. I t t 111 4 CLIJILLJJ_L1JJ i. 3 LJJ_L1J ! It r r-z----- �. S• roal L j I.IAn SEE - SEE NOTE 4--,-...' T W/® 1 _. ]• YPB,. 13 i" Yon NOTE J ANCHCOM - --_(9EF SECTION W a ALTERNATIVE EZIA0 04 SHCEI 1W EZI/l8. EZI W/18 TYPICAL ELEVATION FOR SERIES 2000 E=Z HANG STORM PANEL ( ,' SYSTEM (t) SCALE: 3/ 32'=I" _,_........ _ . NOR. GIIP SECTION A -A SCALE 3/32*-1" .r`OYSEAA•,!l[[/tY14 ,,..EN - 44167 s Z * , * T STATEIOO��'A�� L:=nIGINE'ERING ENE3INEERING EXPRESS' PRODUCT EVALUATION REPORT September 15 2020 Application No Ili*, 17MB 1 - R2 EX Project Number 20 31543 Ptoducl Manulacioer All American Shutters and Glass Manufacturer Address 1540 Donna Road West Palm Beach FL 33409 Product Name a Oeitcnphon 24ga Galvanized Steel Storm Panels Large Missile bupact Resistant Scope of Evaluation: TINS Product Evaluation Report is being issued in accordance with the requirements of the Florida e ment DI L n s n Prntr I n I Regulation i omi lion Ru Ch er 0 rt B lsi e6, and .ss o a bride B I W n C Tvs Rule a t �(Florida( 1 0 P 61 G20.3 005 F AC for statewide accP ance r Method 1 The product noted above has been .pl per Me od lid) tested' evaluated as aumnNi nred herein to show compliance with the Florida Burling Code Seventh Edition (2020) and Is. la the purpose intended, at least equivalent to that raquUed by IhD Code Risions luAl of this product shall be required following pertinent Florida Bmkling Code modifications or f0ev1510116. Substantiating Data: • PRODUCT VALUATION MNTS EX drawing M20L 31543 filled "24gaGd Steel Stom, Panels (HVHZ E Non HVHZ)-. sheets 1-5 Mapa,ed try Engineering Express signed 6 scranld by Frank Bennordo P E is an Integral Pan of this Evaluation Re1NTTf • TEST REPORTS Uodoun atAhc shuchoat perlorounce has been tested In accordance with TAS 202 lost standards per lost to orbs MBT.ASG 17- I i ckwat i Testing P O 00 h B a . eInc Y Large missile impact resistance and rychc loading porlotmimce, has hear tested In accordance with TAS 201 and TAS 203 test standards per test repon(s) MBT-ASG- 17-001 by Blackwalef Testing Inc • STRUCTURAL ENGINEERING CALCULATIONS Struchual enylneenny calculations have Lyon prupauU which evaluate the product based on comparatrvP anA]or rational anatysrs to quahfy the folktwing deiln,mlena 1 Maximum Allowable Spans 2 Minimum Allowable Spans 3 Minimum Glass Sepa,almn 4 Anchor Spacing 160 SW 12'" AVENUE SUITE 106, UFFAFfFLO BEACH, FLORIDA 31442 (954) 354-0660 1(866) 396 9999 TEAM 0 ENO INEE RING EMPRESS. COM E NGI NIERINGEXPRES, Co. H f isY- P. vu i' A L'lR N -w H M'YN f "RF •. IH YnA t. �l+r � ens aPT>r-a T - n I" nza Lu R1 • ✓ `. 5C' :1:.iX• v'N ii ..YAIE 1.000" y i.R.:TB, uT, A,�Buuown Ht tJ miTl."jT lUrtnl • / • :4ro:f.T ADYtf aK Fi ff yPF i{F.. PX1-11 Tgfr.hT :, oc IRNI N•A IInN L. a ' W Tla T f ur 'U z-p'NAIT NOUN'9_CTILHI FR I)r I fri f N f T11L'Y'-J Ili A CP'Lr'. /I n- I.IY, 1011U11 IM.W,• / Z i�. 3RAE I.;c• l.:�e ''Xk% �'�'I J ll' Il AJA4A'• C.lf-V1 n•F^I,.{^ {NEC Hhx. (>. CR4 f 11.1 X EI AHO IIIM :"RR•UR! I '1' LyN;E 111EH I i. /\,: NIyfIHN....... 5 * tA:T PANCL(3) TO BE INSTALLED AT EACH OPENING SHALL ALWAYS NE PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATCN Ir INTENDED TO BE INSTALLED FROM INSIDE OF STRUCTURE (I) - 2000. E-Z HANG STORM PANEL SYSTEU C STING DE PANCI ♦ Cent TRACKS TOP At BOTTOM. (2). END PANELS SHALL AL*T- NF CONNECTED TO BOTTOM TRACK 073ffRRR5F A STfiP BAR (1� SMALLBE PROVIDEn AT top OF SUCH PANELS. (3) IF END PANELS ARE CONNEr7EU t0 WrTDM TRACK, CONNECTION SHALL CONSIST OF 1/4'0-20R3/4" M.S. W/ 7/6'0.3/32" WINE - NUT OR 1/4'h3/4' Nln. THUMBSCREW INTO TAPPED BOTTOM TRACT( LOCATION OF FASTENERS MAY BE AT EITHER OF TWO EXTERIOR FLAT OF OF END PANEL (4), IN CASE THAT END PANEIS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOF BAR IS ONLY USED AT TOP) At LEAST TWO PANELS SMALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) ABCriE. IN SUCH CASE, CXNECT10N Oi PANELS TO BOTTOM 1C WY OCCUR A? ANY PANEL LOCATION. t INSTALATIONS ONLY VALID FOR WINO SPEED UP TO 170 m P.h. PNMD 1RWnr. 24 GAGE GALVANIZED STEEL STORM PANEL _ n MMA n L rE C O I Be E GLOBAL PROTECTION PRODUCTS, I.I.C. •e0P HP L ]I •7DOLE, LwAE. f1Mte INC A ,MSEWNP C AM fed a I..4. RerFea D Arne JD-17S I•„-,.le��nn w•-Ise a•oNE (WMIW-7aa lAll. lae.aeV-r.e.. V-ODOR7TFI I r I IP•Ac«u NO ^_'-- __ MITI Ir n •E ArLe A Ixw A., Pi F: NGINE EKING Page 2 of 2 Nil ,\mencan 5huilens and Glass - 24ga Galvanized Steel Stone Panels No 33% increase in allowatAe stress has been used in the design of this product Separation from glazing Is not required lot installations outside of wind zono 4 and essential laalthes impact Resistance: Large Impad Resistance has been der onsilolod U6 evidenced In INemouniy listed lest ioporffs). and is accounted for in the engineering design of this product Wind Load Resistance This product has been des ned to iasisl vnnd lood% as indicated Ili th an h u n th od e s sc ed le(s o e WP ) a7 respActve Product Evaluation Docurnent (1 e engineering drawing) Installation This prudect shall be installed in strict coin hence with its vospefivo Product Ev I JaM1an Document (i q engineering diawing). along with all components noted therein Product components shall no of the mdonal specified in that product s feapeceve Product Evaluation Document (I.a engineering drawing) Limitations 8 Conditions of Use: Use of this product shall be in strict accordance with the respective Product Evaluation Doc nsiml (I e engineering drawing) as noted herein All supporlie hosl shucluros strait be designed to resrot all %uperhuposed Toads and shall be of a material listed in This product's respective anchor schedule. Host slrudufo conditions which are not accounted for in Ibis product's respective anchor schedule shall be designed for on a stla specific basin by a ingislefwf p,ofessronal engineer All components which are PoinianenIIY irs!aped shall be. protected against ccinDs1on. Contamination mali n enf e damage such other d 1 all Times t s a g Ttvs product has been designed for use within and outsde the High Velocity Hurricane Zone (HVHZ) Respectlillk. Frank Bennardo. IT_ ENGINEERING EXPRESS' 01-W46549 I ['en Au1h 9884 160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLoPioA 3.1442 (954) 354-0660 1 (866) 396-9999 TEAPIOENGINFERINGEXINESS.COM ENGINEERINGEXPRFSS.COM I � �r �A•I •.A i n r ni.i ill r. n Lf w OAS- b sr _'rN r we-N'r7f1 - MMHN 1F1,4rNJ .V"4r_ L 0�_:r ].. -' Na. 4f A 9 HLL x'TP AY •.y n� r�wR.'I AS. ,,'iy n iU' x: H CCLLINV 0.BOU11, xRron - :AAlrl�•>-,rr.'ivVe C, r.. A, L AI yR.• MAY Al L P w rK MMAY VAN' ,w4 ❑ 4 4lr`MrN r: . ,7 r1 - a:s •era "C: L21P• a NJ ILV ik3M Ar-L '1A{I f A Nrf I•'1. v IT r rM,rl '.4 FTII,T.rFI A.,T7F. TM _. _. -_.... /ti OPTgNAI tON00TTCW CIU9URF U'_lA1L sg Fig• I`90r. rxe6rMNt WFWAD 20-31543 INSTATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL'(,] ) INTO POURED CONCRETE, CONCRETE BLOCK AND WOQD STRUCTURES EXISTING POURED _ CONCRETE OR - I; s'r tAIACON CONCRETE BLOCK %- ANCHOR O 17' U.C. REOUN2IO _ - r L 1/4.0 IAPCON ` 1 - /TAXI' HEX HEAD TEK wCOD HEADER i _ •,1' "}..JtRe l' HE1 HIM TO( ANCHOM 0 12' Oc -- l-'�-,-. tCREW • 4' FROM afoufll 0 SOWW • : I" N 71 EDGE 0 /ram!] EDGE OF C' L .. 2' 1 i -_T 1/J'- I 1 ,1/2 - 1 I/Iti-A.r. .f. I: 1 '1 1 AReAls 1l l..l R i� _T FA Bars x/Vq 11 it 1 I-,Zi(( 1 1- I 1 u GI. - II 1" Win 1 f 1/2' f2) N/i4ORl M-SEPARIII I ' 1 1' Nin I , I EXISTING N 10 CLASS ` :1/18'r En511Nn �,•�-SEPANATIO/I - I _7/16"r C,1A55 III I ALUMINUM POT' CkSS Ir...rI TO GLASS � I ALUMINUM PIN• p 1 _i 7) RIVET B I r J -� , M•'VEl IXI ✓ _ u I U a G 19 w a .4.. _ MAx U LL 1 _. MAX a T I I PAMEI lENC7M • ii IaR « M l- I PANEL LENGTH If N I' My It- SEPARATION- I 0 TO GIBS u n I 40i i I Lu 1 r 1/4-0 TAPCON I C%IS11NG POURED ANCHOR • 12" l''. CONCRETE OR CONCRETE BLOCK WALL MOUNTING REOUIRED SECTION E21 SCALE 3/8e1- ' * MIN. PANEL LENGTIi 1. INSTALLATION ARE ONLY VALID FOR MAX. AS.D. DESIGN SHALL BC 2'-B" PRESSURL RATING +/- 40.0 P.e. f. AND 6'-0' MA% PANEL LENGTH. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. 0.44167 - * * * = K STATE 0 = loF IS 0 "n 10�'t Ar u p / 1 N T 1�1.�1 Min 1 Ii 5EPAIWICHNTHUMBSCREW �R II TO CLASS I nF 'L n , II , 1 I I I EA -� (7) 1 I A"r TAPOON ANCHOR a 1i' G.C. VIA' WOnD REQUIRED WALL MQUNTING ALTERNATIVE EZ1W SCALE 3/8-1- FLORIDA BUILDING CODE Nan High Vrdoclty HurrisonR Zone 24 GAGE GALVANIZED STEEL STORM PANELW IL ECOENG �, GLOBAL PROTECTION PRODUCTS, LLC. n. NO` CNRI1IIQ�1�La11qip CONPANr B•eeD SN Ar SORT,, PITYM,_,N�, Wr1,N, PrAee6 nlYrW<, x�OWL r1 Mr. 20_175 -.owls 1°M"'"• "" -11R A N, .N, •C IN[el A IN IA n NUN WrYO., 0. r ALLOWABLE MDESIGN PRESSURES: riarr ALL AMERICAN SHUTFERS AND GLASS 24ga GAI VANIZEQ STEEL STORM PANELS (HVHZ & NON-HVHZ) " ' - --- AS NOTED IN DESIGN DESIGN NOTES: S° LVIILE5 M V WIDTH UNUKTTJD (PEAR TO PANEL SPAN) POSITIVE AND NEGATIVE DESIGN PRESSURESCALCULATEO FOR VSE WITH THIS SrSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN ACC'OROANCE WITH THE u n It C n B pp �U M TOP MOUNT (CONN- TYP TYPE AS REO'D) SECTIONS OPTIONAL /"-20 STITCH - BOLTS WITH WASHERED GOyEyON 3 CODE, pRE���RE qq��ppUUTAE•M NTS AF DETERMINED IN ACCORDANCE WITFI A>pC 7 AND CHAPTER 1609 OF THE FLOWDA BUILAING C[xTE SHALL BE LESS THAN OR EQQUAL TO THE POSITIVE 0R NEGATIVE DESIGN PRESSURE CAPACTTr VALUES LISTED XEHPIN F00. AN, ASSEMBLY AS SHOWN. A. yl b O = ,V Bj U T 1�~< 11 m 0i WINCHUTS FASTEN® 0 gOc xM OVERLAPS 6 MI DSPAN USE APPR A P OTgU TES AN TABLE)G' GENERAL NOTES: _ i3 m4 _ � 8 i �i N p .TAN y)E\•/ a iS C}I' < - RU.]SE a. _ `SHALL MOUNT /H TYPE AS _ ` 1 \ Tll:�_itl AT RU.391' / ` 0.375" MAY BOTTOM`S-� %TYPICAL VERTICAL MOUNT ELEVATION 1. RDA SPECIFICATION T N MI B DESIGNED AN ALL 1 N S Tip C-CH1 ry ® D SHALL BE FABRICATED 1 ACCORDANCE YT'H THE R V REMFNTB OF F GR 1 G COD EO 1 D L DE BU HE" PER sEv6NTN BDITLON {1301i(yi rTIP LIEF trE1UE AND OUTSIDE OF THENVH2 6R ROTUCOLS, CONTRACTOR BHA" INVESTIGATE A D2CONFORM TO WCSAL BUILDING CODE AMENDMENTS WHICH MAY AANV. DESIGN CRrT(ERIA BEYOND AS STATED HEREIN MAY REQVME x00 NO 73-1/ITIONAL 9 aIHC EASE ICEFTIC NALLOWABLEGTR 5MAY BEW USED IN THE DESIGN OR T'X16 SYSTEM, RELC THE FIRGIEC7 SUP! E111UCTV G WiTHNWINIiEN THIS oet 6N ibOF ORD RUSED$MAIL K RESPONSNLE FOR THE INTEGRITY OF ALL BUPI CIRTINO SURFACES TO THIS DESIGN WHICH BE COORDINATED BY THE PERMITTING CONTRACT OR, 4. SEPARATE %S - I IF N N I iR` 5 K lG SeALEGE m EEF nitSHALL Iu R U VFU HId1DeA D ATE OM DA Oe 1 EElipTO M FR l nKTiON ,ORSPANSCONTAWlDI$BOTTLN4 ' N. T 1 pq OR(CpJN pJEi CON ACT 7H S ENGINEER F ALTERNATE SPAN CALCUUTIOIIS A5 MAY FTMR!'pU1Rl0lit SYSTEM DETAILED HOLEIN M GENERIC AND ones NOT PROVIDE 'INFORMATION FOR A SPECIFIC Sr". mR SnC CONDITIONS D1F4CRENT PROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED OVIOUNCTIOARClu'rECTSN WITH His His om-ellPARE SITE , IFIC DOCUNE NTS FOR USF IN 6. DESIGN PRESSURES NOTED HEREIN ARF BASED ON MAXIMUM TESTED PRESSpURESCrIIVID90 BY A 3.5 SAFETY FpAECgT'rO�RR.S In ry e W L w ((( I� O 0 %"'REQ'D)E col, ��. r, - _ Z !y EI 1 N.T S ELEVA7NN TOP N TYPE llllM Y REQ'D°El (SPAN ABOVE STRIKTICAI) BOTTOM OI/NT tCIJNN TY A5 RI:Q'p) u�yT C1 - IO Jl t w� n -OBSTRUCTION - LOCATf MAY VAN' w - ( (%V ) W L a 7Wk t� TOP MOUNT (CONN TYPE /6 REQ'D) l BOTTOM MOUNT CONK ( (SPAN BELOW TYPE AS PEQ'D) OBSTRUCTION) I•ANEIS MAY RE NOTCH ED TI REQUIRED, OPTIONAL-20 STITCH PROVIDED THAT CONNECTIONS AND BOLTS WIT WASHERED ANCHORS ARE USED WHICHSATISFY WINGFAIT$ FASTENED @ .PANS ABOVE a BELOW OBSI RUCTION, OUEP APS 0 NDSPAN (USE APPROPRIATE SPAN TABLET 0" CAµ nrHE4pId[SFPbTETiE� SriAxLL BEORA�FII rf.- L T!U W AD CORROSION -RESISTANT MATERIAL AND SHALL COMPLY WrTH "SPECIFICATIONS FOR AWNalUM STRUCTUReVSECTION 3.3 BY THE ALUMINUM ASSOCIATION, INC . S ANY APPLICABLE FEDERAL, STATE, AND/OR LOCAL CODES e All 14'. PAR Sn SHALL R! L T STFE I.0.024' L B STORM PANELS SHAH CONFORM TO TM ABM] STRDCTURAL WLITY ASTM STEEL. ALL S0. ALL ALU i S$HALLB ALUM NVMIAFI11 TRU&IONG WITH R 9606ML4J.UM ALUMINUM M L MfNUM EX ILVEION E606}76ALUMINUM ALLOY. UI TWA NOTED T M OrDAI. TOP A BOTTOM OCTANE S MAY MAY BE TNTERCHANGED AS FIR° CONDInON:J DICTATES PANELS MAYBE MWRTED VERTf(ALLY OF HO ONTALLT AS IP G J x R CANCRETF ANOIQRS f�10TE0 HEREIN SHALL SE EMBEDDED TP NON -CRACKED CONCRETE ONLY. INSTALL ALL CONCRETE Art OAS PER MARUFACtUREKS RKOMillNENDATTONS. MEMBERS FROMS61MILA0.MAT°ERIABLS To PIREE'VENT FLfTE C7kOOLNSISALL 14. ENGINEER SEAL AFIREO HERETO VALIDATES STRUCTURAL DESIGN 45 SHOWN ONLY. USE OE TNIs SPECIFICATION by Lx'JNTMCMft i, AL K ,e iHDCMNinES 6 SAVt'S HARMLESS IM15 ENGiMlDI FDp AI.L COST B DAMA(: INCLUICHDING LEGAL FEES a APPELLATE FEES RESULTING PROM MATERIAL f4ARECATION, SY6TE31 rALtM MR FRECTIOiI, b COt15TRVC'TION PRACTICES BEYOND rN.gT D NeVIATIONS OF THIS PIAfJLOCAI. STAiE, B FEDERAL CDnES B FROM 1S. E="r ASEXR LYP ACeD11 III NO OMf AL RO INT , AD AFFIRMATIONS 16. O ALTIERA M5 OR ADDITIARONS APT ER MARKI AN ALTBRATIONS.AODETTONb DROTHIS, MARKINGS TO THIS CIOCUMFNI AkE IIOT PEENtTTED AND OJVAlIOATC THIS CMTHIUTIOn. t7. PANELS 9WLLLBE PERMANWTLY LABELED WITH A MINIMUM OF (L)IABEI EP EVERY 10 FeET, CONTAINING THE FOLLOWING INFORMATION' ALL AMF0.ICAIJ SHUTTERS AND GLASS WEST PALM BEACH, FL TAS 201. Tq5 202 ATAs 203 \ FLORIDA PRObIN:T A74$R OVAL NUMBER 4 Z �I U W � J J •� !] i p E' Long O 1t - li W9 E. 3 zi O i y C lip q g �e8 6 t� F1 �E E � N wN001E 20-31543 VISIT ECALC.IWSJSB3 VERTICAL MOUNT ELEVATION"'iii � L, NOTCHED PANELS 1 N.T.S. ELEVATION IRA,:_,i 0-1 a IgEHRA*IDTBALTuw,RleUMle ,erJ.wcn ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: A 2 GAUGE PANF1i MINWUM STORM PANEL SEPARATION fwjm GtAsS IKVIIZ, WIND ZONE 48 ESSENTIAL FACH Intl) MAXIMUM l i NS1ALLAAI R 'i POISON RES wRFSPANJUmuI THAN 3r ABOVEDRAUF tHAN31VABOVEGAA01 i •i Eq I7gD_M _ a#m j. is In ---^2.l6M •I 35� l.3UO Hr 6. 6v+ •f dp 130.0NT Neon 2.16en 4iJS S.r11 Jim bald m 1Lu m •/-SO { moo. 6,06 in l.l6ln ♦/i5 t .66M _ • .fa / B77tl1 609M ISIT M L 4/45 >PAN �>L NtUULt IVU I tS: i. ENiR SPAN SCHEDULES LB WITH NE GATIVE DESIGN LOAD 6 PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEME IS ACCEP TABLE BlE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NC-GATIV1yE DESIGN LOADS. 2. 'PANEL FASTENERS' ARE STVDS USED IN CDNNNCTION WITH ALL MOUNTING EXTRUSIONS (•I•-TRKR, SIVDDeO ANGLE. ETC.). USE 6.29" 0 C. PANEL FASTENER SPACING TABLE VALUES FOR ALL'H'- AND "V'-MEADERS (INCLUDING BUILD OUT CONDITIONS) 3 LINEAR INtERVOLATION SETINKN LOADS LS ACCEPTABLE, OTHERWISE VSF. NEXT HIGHER LOAD. N SPAN its N A T 1. ENTER s SCHEDULE I POSITIVE THE DESIGN LOAD O DETERMINE MINIMUM 4LOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED 2SCHEDULE IS REQUIRED OR USE WITH POSITIVE VF LOAM ONLY INTERPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE IISE NEXT HIGHER LOAD M. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL FACII.TTIF5 IN ASTM WIND ZONES 1 THROUGH 3. THE GLASS SEPARATION SCHTDULE IS NOT REQUIRE AND NO MtNIMUM SEPARATION FROM THE PROTP:LTED OF IS R UIaEO. et'tlK,M54w kAi 4al9 MINIMUM ALLOWABLE SPAN SCHEDULE;, TOP MOUNT 3$ "5 < A ? 0 rTgg Pa F jj $$ f aa S gg e H es.r 0- 03,F 4 22^ a 3 _ fANr1nM "Ir He Drier 0" P O T' 2. M' 2a' L•" D ! 7 4' T7' 29" F TA5 E -U ... It V. TY 2r 'S T t G 24• 7T 7C 7 Sb _M 74 24 Zr I,^ ]D' 31' II Z7' 77 O BrNebW "F T 2 4' 3 A 7 f 30" 41" YZ 29' -' 4C 5� A 4B' so ]0' rxA" or ," Sow IWAe Ma1M 72' Sr I,- 2iT 30' -t t^ DPW Moub 24' 29 24'I SD' AC Sin' 28` r v` H.abM cr e• 24' :r 7r0 D• x4= a m •P Trtl A 2P 59 sees &'CN 73 Sl" It" W dT 7B' 2a' 65' S2" 31' sT uu _ D I AIWM BMOWN MMX N1MHJXAAM ALLUWAa_K S.AAR eAu 1NrY COMeIrwnDN VF MrArNTlryr. � lr ;-AN4 AT ny DF eD.TW, RAMi LPNG'M U56 'rrNN m,USp NO1xO IN TAeI! AALAK A4E M'7i Lis f ] NO ]EM,WY I ABM 41A55IA ARFAX lD YVrrPa PANFl 14Ntmrr li lMNT1R nYN mid• MY,TV KI,Ir �J4 slxenve T R2 MurrNmnu CDMPINA ItM ABDK l HHa LT011 f5 Rr I DDUT N r REDrORNL n MOurrtEi Aide NAC WMNl NtM C LDauxefm. i L7 VYO NI rid aVrl MtU I WjVN.NM: COFpI ONE. RFW,RD SHMIUnON ROM Mb} 1HAtA !E Hw 15FTAh { FACT YANBLKI 4Y00.I }1ED 0.rW,TM OA WR•WI Fmn w M<4M11Iy nANTy, •POEM Non• MINI 051NA.5 1w Z r re. s w. SPAN 14 HIAMVM uSIN6 ore ua i,e DFT1oNAI To! oP ecnoN oPsvxes Mn Q A flP[Hr1t1D f•l.1 On All PI JHING ANE,o4WmnG LAIgITipl 1R•aYl. ,N TWIN PAAWIMi L OPTIONAL INTERIOR FASTENING DETAIL NJ S U5 R- As 3 rIAL I Alit TAL QQ h U It M IHIAUOA ENU IDA S < cc 9DO� r'ANEiT W O N'-10V1'3s t1OEwAlI Rolf O. J M- OIA NO.T MLCW.e T NUT0 *Ai rW.ONu I wN INMACE J Q. B'•rP X l• rAADMN per STUD W/ WAMHEAFD R .1 WH OMRa IM, OXI b ��1e ti C M I.Ls ON TO AD1MMO 141,rN � eA1RUSiwmADNCf 41tJL EL EF S�tp f` L*I } ! e t ,C- "Al As RIO E 4•: Y.6R CE1��f a CON. f\9t AS AEQ'Pi: 19wWeN MrNMNNReIn 1 PACIFIC, ur 20-31543 LHc`UN ea"r"ArYa OF-Ap"It wAimna ni"xTion WOO, RIMING lPAOMs TAPE Ill MI, ' ANR ADIACIAM 10 FCyass MNN.I MQ 04K,ID''TION, OPTIONAL EGRESS PANEL D_ET_A_iL \M INTERIOR rASIENING .10 r PEM1O OCNNVnRDO, n[ we; I+xx50'-y jD 09f" 2990 7750' I I 1 04" '�° 750. °60" U+ w w x 0.094" 0 094 iZ O 10�• S 1' W 'Al, Li­NN 625.. L25" NN .044" ,� 1 T- 'f l.lzv' �� n °TYP 1D Gp -U.3 O.IN4" n 061° �I �y,��'. 1930" 1.9ip" M rv0.062'. ,GK20.375"-! t= I n 061° 2.000" h - l.ls -i oilo. P.000 250 12.0m)" .I x.b011. it TYP uw UiB x.020" r� L2tJ-PAN OIOWRI ><6-1 $..7I1' - 1.190" 2 'H' 1 rA r..'I!• NEADEIE In D11R0-OUT V" HEAOErf �-- c' \�___ �<� I I �1.51 LS611"1--71,560" ] 51° 3 E Y 1 6.776' Op Y] 0.376' 5z2 ,L all If II' �r- S -j 1- 0.b55' D.150' TINS/• �1T.SOD"PAIEL COVERAGE 1 LI O.L79-�Lk 0.19� H•-I IrD.6�5" °I 190 -yIF' j� J-4. AB' v1a u tt,, N^ii•2L+t 14875' PANEL LENGTH BS I'pH, D " .`' 0.050"ELL1II 11 i0 7is0"•bO~r�=-�' HAVM DOaS" �.250" �01I0' RO TYPTYPW2.000': 0D9CIRACM P U.D90'w ulr 0,957" I:l lJ'--`-` `✓- �I D1T _- MCYNOLE WA NEP r ) Ur g 0 STD" --II r�T4ij�" S,: Z R" s lEG d - D[A[inOR tl ,n F - NAH BL ., •r. uN,v. -Lutv1-S.°00`D.125PertaMP W LL poN1t u a kmAr1M vY,I^"MY ,CR;',C ANOF-�iRALx (EXIFNOEDI Z p rr w• H; D z i A00" .vv7u'•: Dla':1[C UPCHCP = 8 >; � � � fr5� OVERLAP I / [X_T/.:!.'C f7 Igns!lll In D 4" MAX. - A CONIGI Y NE DETAIL_ L MAX. v ff O.3BB"]- Nunn::Ov:nerR 0 4�x "MA}', 8MAX. ra.ln..a'rs:!rX.: Mngl.:rTWB LLD-OU pow C'l,rHY 6-Armd, rtwAanaFD: 4e':.Vr V.191 :.1-PIGEMBED 1J'al A9.I •V I!;,:CR.-:1 .r ^trt.\.R"�.S ROIr:RR M::^ �lRP 1FM M11000" . OVERLAP 3o2DA:S" MAX�' . J �, S.SDO' '.-2' N AlA.1'L IJ ♦ � •• � � M �E: r N .•r.•p A� ri M7 lab nD. � rNJu I Oro' I xAvw IY u A s i r.'a ,IAxI'- � tE V CORNER G1021R{E DETNL EMBED ; :C�•• 1 Ytrvr.:I ,• „ g ��Y Pis MPMWMC1.06VPE DETAIL Yet ar NTS iYNL•vc• M. ANCHOR SPACING SCHEDULE: 1q GAUGE PANEL.`... F4NEL FASfENE HS O l2 5" O C MAX DEQYa ANCMO0. RRlasaaF ,H * TYPES P F D/16 • la 4" CMOCD OfwA[T Ul7RAC04 MIH N I]a^I 33 tT 0,utTRAC On vqa•. 4] .. _air N W, 22 d 2 Slip ,.e•y1/x^.nwN IH O tM v.. INre aOYtO SFI 4} Ffl 1I( Nrr{i1U !2 I a Y 4 MNhr )1 IX MNI A INAIY V1 Act X 52 1 aflee I. W Draw 13 w'11. 41 46 Ez Ir WAIT % INAtDII 41 40 X 52 12 33 i RW ] S TA%;611 41 40 } ji-•aWaE�la1R. 62 Ix D Ill" , 1/M HNntH ,"'I" ALL fow ro sn 7B AT 46 FLl�P L�4 42 4ry . L I/.• FMREO 12 13 MN y 44 ]i Eafflm ®' Eiji ITIM no • t•2aFS41fElYa� �® Ii1Oi ' • ®®®' �1 Ems • • ®' ®�ttiG:��®� �7I��� ®l1IEFti1®�IE�11 �. ' Ef i�kF1EflEAon[= ® Hamm KM lnc� lF1�®�tL•Etlo�fi•Ela®�� B®Yon®��wFFR.®�yllr®�q��rf���pr�� aiS�E�'s'�A�T��I®tl'�ILA'1[Yd1[LIIfef1E>•I u's1 RlrzaN . ,. E;y. i' / P C7tT1111111", MMMORE®®CI•JI. Y / ' ®M®®lil'JI.Qr� 111�gEMIlIll groom® o. II•'I^TII ></a^ Pier DF<TANrP MAl Oe1ION _nnN UP I I I Y In YT Cg! Y rE COPY M! CGY117'1Ml i ANCHOR A raawae Typo rBP CY Q C3 CA C] Cl C4 CO' CS CZ B 'G tf' r T' EnR[D T3 Ix 9' I60' 360" 109' 12.5 16 l60 i5" 1 5' I• 16.0'36 571, rzr tea IDD^ act' 12i 14 6 LSD N.1` II 1" Sa.O"lie' e " D rt.n 41 46 17S' IrLa 16.W 7.5 12.5 180 14.7' 6.0' 12.S' 16.0"147 60' ]S.D'160' 69' i2 S. 16 °'I. F.° 126" ]CUP Ia 2 t 1 D i2.5 50" is T' B.D' 12 S', 601T,00" U1 Clio¢' 73 11.5 16.0 16.4 f01' 12 4 160 Ile : D' 17.4' 16.0 70.e > 2" t2.5' 36.0' 14V a1' 12.5 160' 9.7 56" 115 36.1' 11.7" 5.6' WO405CRAW 41 4. 12.5 160 1LE 7, D" 12T 150 96' S,a• 12Y Tax" 9.6' 56" G1 12 .'2 iI5 {a 5 160' Sl. silly'ON- aA' S.6" 11.5 11.5 OO 16 0 ■.R' ] 6 9 6' S 5' 12 5 12.5' IT 56 V 16.0" 9.a• F,6" U4".1 IW-1D 33 12 S"""01 1610. IRS 160 It.$" 12S )6.0'102' TAPOmi •rwl' 41 1t5 I50' 11 ALE V 92' 11.5" 6,w ,,2" 49 f�YY! 52 L2.S 1n.0 ILA lI.S 160 9l' 1I.ST 16.0' 9.1 L25 15.0 1G3 125 160' x us I eL iV•, +'R B le 111.0. Be. 15. 5,0' tLT' lt0' r0' !.R" 12 S' 12.M" 46 sf' 02]' All PiI,nK MAIN•: 41 l2 S' 1M.4'• M.9" ]2 3" WOOD WSNINC 46 L2s• i42•' ss' 4.r G]r• 111 4.r' FO• 61s' fY ]" 4.r .a• ANCHOR NOTES: S i ANCHOR SCHEDULE ,APPLIES TD ALL PP0DUCTS CERTIME0 HEREIN, BUT ONLY PROVIGES MAXIMUM ALLOWABLE ANCHOR SPACING MAXIMUM ALLOWABLE SPANS AND PRESSURES IND ICATED SPAN SCHEDULE SCHENItE APPLY. 2 ENTE0. ANpiOR S(pfF[]A4EG ON PANEL FASTENER SPACING, THE EXISTING STRUCTURE Z MATERIAL, B ANCHOR TYPE 5EI.ECr DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER ANO SELECT SPAN GREATER ThAN OR EQUAL TO SHUTTFR SPAN.SELET C NELTION TYPE BASED ON APPROPRIATE NTING CYMEIII ( (SEE 1 AI qe E ONN E MOIL ! JF!MOUNT LNG DET ..LS ON SHEET x FOA IDENTIFICATION OF CONNECT ION TYPE) 1 `PANEL FASTENERS ARE STUDS USED IN OONIUNCTION WITH ALL MOUNTING EXTRUSIONS I'F'-tRACX. STUDDED ANGLE, LTC I USE 6 25' O.0 PANEL FASTENER SPACING TABLE VALUES FOR ALL "H AND "W-HEADERS (INCLUDING eUfLOOUT CONDITIONS) 4 ANCHORS SHALL BE INSTALLEDIN AOCDRDAMCE WIT H MANUFACTU REPS' RECOMM FDATIOLS 5HOLLOW BLOCK CK HOST STRUr T LIRE SCONFORM TO ASTMBLOC K. 6, MBIMUM31BEDMLNTSHAII.BEASNOTEDillhNCJ00.:AFOL)LE T MWIMUM eMaEDmeNtr AND EDGE DISTANCE eXCLUDE\ 571JCC0, FOAM, BRICK, AND OTHER WALL FINISHES WALL FINISHES SHALL HE UMIT ED TO 1/4' MAN OR SMALL Be VERIFIED BY OTHERS TO ADEQUATELY TPANSPERLOAOS tO HOSTSTRUCTURE e. ONC RETE ANO-CPS NCM ED HEREIN SHALL BE EMBEDDED TO ON CRACKED CONCRETE ONLY 91 WHERE EXISTING STRUCTURE IS WOOD FRAMING, EYISTING CONDITIONS MAY VARY, FIELD VERIFY THAT FASTEN RSA E NT A ATE WOOD ING M PLYWOOD. F F R 1 D PRAM MEMBERS, NOT PL WOOD FASTENING DEQU TO PLYWOOD 15 ACCEPTABLE ONLY FOR 510E CLOSURE PIECES. I0, WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER Sh4ti. BE LOARFD IN toNTEROF NOMINAL T" If 4" (MtN.) WOOD STUD (%" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING). WOW STUD SWILL BE •• ,OUrHERN PINE" G•055 OR GREATER DENSITY. LAG SCREW SHALL HAVE PMI.LTPS PAN HEAD OR HEX HEAD. HAVE RE ASU ANCHORS ARE DEWAL PANELMATE A •PO 4 MOV T LL MTs SOLlb LR a BRA55 BU'3F1LNG 12 MACHINE' NE ALL HAVE ' MINIMUM ENGAG P H 5 WS SETA lJ°z EMENTO THREADS INTO ERASE ANCHOR AND MAY HAVE ETTIIEP A PAN HEAD, TRUSS HEAD OR WAFER HEAD (SIDEWALK BOLT) U NO t3. FIENT' MEMBC-0MENT ANU EDGE DISTANCE FNCLU0�65PJCCO OR OTHER WALL FINISHES. 14. DESIGNAtES ANCHOR CONDITIONS WHICH ARE WIT ACCEPTABLE USES. 15 TIC OIRECT MOUNTING CONDITIOILA L6 UNEAR INTERPOLATION L5 NOT PERMITTED FOR DEC WITH THE ANCHOR SCHEDULES LISTED ON THIS SKEF •N20-31543 ' O N c- Cis (D U _N Cll O 0- O O c Q M O _0 t� a- U U) U O M L (n O O � O W O LL U) (1) W I L i.! UI ` O a1 Lis WC, W i tZ D` G f0 C O N v m >c Q LA_ 03 2 In (o N 'D t 2 O to N CO Y W.IL.-e W E C b � f.3 •_ Q EC W W ti .y C, OJ C G GO (O Lin f3 b C E O d O L ((3) (W, W C v U)) CIO O I- U O W CZ L1J c C Z Z Z Q J SHEET NO. SH 1.5.