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HomeMy WebLinkAbout6802 Back Forty LpP 2 fi N 0 n O 0 0 N J D I V J V R 0 D 0 N 0 J r 0 D I V d- o- n 0 0 4 N V c E v a E `o i 0 v c 0 �I U N i U 0 n N N V c 0 i N V N a� 0 n 0 n AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ orADJ. Adjustable AFF or A. F.F. Above Finished Floor AHU or A.H.U. Air Handler Unit ALTorALT. Alternate BC Base Cabinet BF B'Ifold Door BK SH or Bk Sh BookShelf BLK or BLK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or C/J Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONNorCONN. Connection CONT or Cant. Continuous CSMT Casement CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Doi. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DIED 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. Fir. Finished Floor ABBREVIATIONS FIX or FXD Fixed FLR or Fir. Floor FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry FP orF.P. Fireplace FIR DR French Door FRT Front FT or Ft. Foot/ Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or Galy. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HC Hollow Core HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior K/WALL 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 MIL 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 OPN G or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PIED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Pit. Sh. Plant Shelf PLT HT or Pit. Ht. Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAID or Rad. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing REQD or Req'd. Required RIM 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 WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proofing) 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 WE F11 I 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 SIN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6M DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the Information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to Ism 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. Cn ego® cz c Lill cat > W ip O t C? V Q [— f t0 C.7 N �n n cV w y o � , •� � s c � 3 10 d C p c N e- �... C) U o a4, v eU c A. 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 An Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E O M O N m 0 °oo00 N N N N cnN0 c (o V 3 J LL 4 a cl N O O W 05 (rn m w o o M Z Q J R 0 N t"1 ¢ < o Z s z N o g z � � o Q � N M N z o CD0M Lu Ow o � Y /V)V) M W U W 4 J W e U o N c u' w r` Qz> J w cn M J y o z Z G u_ a E z o o o� YM z® I— a E <= 5:EoR o ¢ ao ob ; g �o z co < = wo w Z O <o O U ms o� Z m sv J "m ¢ H aw 1 z c� o � go az �w Md� az J 3 o M v w5 ;o � O~ za c�3 y O J >M rn m (D � M .� Q N oCr Y J p 0.. a N m o �-.+ LO O Y CO O ca m 0 '�^ Y J Q O N r w CEO o Z E O ti m co a E U Q C1 C _J JOB NO: 23-00509 SCALE : AS NOTED SHEET NO. C S i - - - I _-_ - I L_ I 1 :I 1 loll 1'f1111�1 [ W. KITCHEN MIRROR 0 0 0 Q 50 0 M O. BATH VARIES, 2" LESS THAN CABINETS BELOW T MiRROIR VARIES KITCHEN INTERIOR DETAILS NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS _T F SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD p 24" TOWEL BAR � TOWEL BAR IN w ON WALL ABOVE TUB OR SHWR. TOILET TOWEL BAR - ON BATHROOM WALL MEDICINE 4 I SHWR. o r 6D VALVES CABINET TOILET PAPER ° ° SOP DIS I HOLDER `? y n 02 02 o O% u- i O h O n M iv TUB FIN. FLR. BATHROOMS, SHOWERS AND TUBS SINGLE ROD op i0 CLOSETS/LAUNDRY BATHROOM 2 42" H UPPER CABINETS 36" H UPPER CABINETS 30" H UPPER 16" FOR LINEN CABINETS 12" FOR PANTRY OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT cc BRACKET 36" H BASE O 00 FINISHED CABINETS COUNTER TOP 30" H BASE o 4 4 co CABINETS o °D LL N n r; in a O 2x M � FRAMING - 7' o 1/2" GYP N M N V ? BOARD FIN. FLR. FIN. FLR. X SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/4" = V-0" AC PAD 12'-0" 13'-0" 8'-3" 3'-9" 11'-8" 1'-4" --NOOK 8'-8" FLAT CLG. TILE I ------------------------ I ri LANAI 8'-0" FLAT CLG. AFF 12'-4" FAMILY 8'-8" FLAT CLG. CARPET 1'-4"X1'-4" "L" SHAPE CMU COLUMN =� i _ rn Lh N N 8'-8" FLAT CLG. _ `' - S6 TILE TYP. @ 2 1 FLOOR G.T. J- STORY. SEE REF171!1 STEMWALL 2 (3) 2x4 #2 SPF I N I N G STUDS w/ (3) 16d GG NAILS @BASE 8'-8" FLAT CLG. 1 S3 f" CARPET 0 TYF 17 zo _- T-3„ 42" H 1/2 WALL = 4'-2 " OR RAILING PER o SPECS LO M (.0 FLOOR G.T. -�_ ---- -- ---- _- - _-- -- O - -_ U I0 Cr (3) 2x4 #2 SPF ■ N STUDS w/ (3) 16d NAILS @ BASE WIRE SHELF @ 1 +54" A.F.F. -_- _ �l, ,, 11 f4tl PLUMBING LINE - - 4068 -- GG ! _ I -PW R - - , _ f TO SECOND - I -ARCH D S3 __ _- --- _-- O 8'-8" FLAT CLG. 8 3 2x4 #2 SPF `D FLOOR I � � „ - - ?6� - TIL - _STUDS w/ HTT16 r DRYER VTE --_ _ I _'� _ - 00 LAUN c o AT BASE it -� _ _ _L. �_ TP FOYER E NK �I - Q -_ - HANSON BOX @ _ I 8'-8" FLAT CLG. o j- I 8'-8" FLAT CLG. 36" A.F.F. TILE -S4 ' � TILE rlIr 111111 I SW H1 EXTERIOR WALL -- 3 T-24, 4-0„ 1 6'.74, - W/ 2x4 WALL z LU - - i 6 4' W.H. 17' Z PAD OUT ,- 10 -N _ BUILDER TO 35 U Q EDGE OF SLAB 2" U --- PROVIDE APPLIANCE D1 BEYOND WALL _■ _ �1_ U -- PROTECTION WHEN F O - REQUIRED PER FBC NOTE: FINISHED WALLS - 00 _ w 0 > TO BE FLUSH. FIELD M I 8'-8" CLG. A.F.F. G.T, VERIFY. I _ ----------------------- ( O I `r 8'-0" CLG. A.F.F. U � o C) ____JENTRY LU 2 z �F rs4-1�c2 -1 '-0" FLAT CLG. AFF _ ° ATTIC I GARAGE ------ cc U F_-L J 8'-0"CLG. A.F.F. >�� 80 TYP. @ SINGLE o 1'-4"X1'-4" "L" STORY SHAPE CMU A (SEE AA/S3 FOR 4'4" 1'4" COLUMN S3 STEM OPT.) 50 rh 1------------------ --------------I r I I I I I I I I I I I I K I I I I I S4 TYP.@ I HB ' GARAGE j q I O I ch 16070 OVERHEAD DOOR Iillm 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 h 15 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 114" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 314" X 7 114" 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" AC� +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 C�D +28.3 / -37.0 DE +26.6 / -29.1 O +26.6 / -33.5 O SEE SN SHEET SEE SN SHEET W& jk;16iiiiW 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 18�X252 S.H. 13 20 X 38 8 18' X 37 4 S. H. 14 20X50g 182X50 S.H. 15 20 X 63 18' X 62' S. H. 16 20 X 72 181 X 71 2 S.H. 1 H2 27 1/4 X 26 26 X 25 z S.H. 1H3 271/4X383 26x374 S.H. 1 H4 27 4 X 50 g 26 x 50 S.H. 1 H5 27 4 X 63 26 X 62 1/2 S.H. 11H6 274X72 26X711/2 S.H. 22 37 4 X 26 36 X 25 1/2 S.H. 23 37 4 X 38 8 36 X 37 3/4 S.H. 24 37 4 X 50 s 36 4 X 50 S.H. 25 37 4 X 63 36 � X 62 1/2 S.H. 26 373X72 362'X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 2'WIDE S.H. 32 54 X 26 52 X 25 S. H. 33 54X388 52 X374 S.H. 34 54 X 50 a 52 i X 50 S. H. 35 54 X 63 52 X 62 z S.H. 36 54 X 72 52 X 71 z S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FIRST FLOOR PLAN -A SCALE: Y4'=V-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelfing/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090, 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min, of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. MASONRY HGT. @ 8'-0" A.F.F. MEMEEMMMMEMM TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x4 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) M CV C= N LO 04 c Ck' 'a Q d-0 > W c. a C co C-2 N - m x LL C1 N C (c i y N N W p ar _ Q, a °' oc = E c iillliRt�Pi�'� r 0 M ev (C o -. \l' , Cn r r` To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and sea]. n ' F o E 4 CD co ` N N li st 1 ® 07 N N_ -1 to U) � LU _J tIJ fna' z Z m e a 0 W ink°'°' :. co.� Z F- O O V U s ,1z1 k"i'\]YYid1 i\4 4�(y",Y,�!'2F W C7 z N M o z z iz- J h U c� z G _ o �(1) U N w � U 0 w0-' o V/ L/ N U c �!•M, K �, 1 1 J U C a0 ¢ N MID . m o W � J ¢ Z < co E cof wo Q0 Q O EE V sLL z© ❑ a 9 ro �g 00 o E � ra &4 0o � °z f- w� o CID ra � �z = a m� 0 0, m a, J �1 10. 1w � z oho 5. Z m aZ - o wa yo M d F=- d zla o 3 �� 'M J O iu 0)�- ca T ca N M 0 N o �- Y o O a. O L O LL O _�d p co N m 0) N Ln NCN Q CDoo N E -E `° � ° M Z N r :3O N C m d E v N U J Q 0 c J JOB NO: 23-00509 SCALE : AS NOTED SHEET NO. 1.� 42" KNEE WALL WITH 1x8CAP &CASING OR 36" 36" RAILING - f CONT. HANDRAIL GRH. ABLE RETURN TO 3/4" PLYWOOD GRASPABLE DECKING RAILING 16 WALL DETAIL 15 - - - - - - - "� 14j � B - - SCALE: NTS 13 - --- 12 - j PRE-ENG FLOOR - TRUSS 11 10' 1 x TREAD (TYP.) 3/4" PLYWOOD 9 6-7., DECKING 8 2x4 THRUST 2x6 LANDING-----, 7 \ r 1x RISERS (TYP.) BLOCK 00 00 2x4 FRAMING 5 1 (3) 2x12 42" KNEE WALL WITH iF' STRINGERS 1 4 1x8 CAP & CASING OR 3 36" RAILING 3/4" PLYWOOD D2 H1 0 DECKING TYP @ 2 BLOCK THRUST 2x6 LANDING r) CORNERS (2) 25-SH D2 1 - 2x4 FRAMING I EGRESS TYP. STAIR SECTION SCALE: 1/4" = V-0" STAIR CALCULATIONS: TOTAL RISE = 1 U-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not more than 1114 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches r provide equivalent grasp -ability in compliance with Section R311.7.8,3. Guards: Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the I eads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a phere 4 inches in diameter. nder-stair protection: nclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side ith 1/2-inch gypsum board. I SEE PLAN FOR LANDING DEPTH I MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2xl, STRINGERS w/ SIMPSON A35/LISP MP34 CLIP TO FLOOR SYSTEM 01 LANDING FRAMINC (2) 2x HDR. REQ'D @ ENE LANDING FOf STRINGERS l CONNECT TC PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/LISP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH O U.) All I 4-4 3 - -- -- 246 O, BATH I 1 0 TEMP. GL. D2 - 8'-0' ' FLAT C G 1 q ENCL. ON 42" SIM. w/ (1) G.T. o R/SH TILE _ - HIGH KNWL. MSTAM36--------- - iv - -_� - -_.__ 48x42 @ BASE` -- --i- `. RECESS T-2" -0" Tf 12'-10" 7-0"`�SHOWE 3 I - D2 iv F-----� TILE TO SIM. w/ (1) �� I iT A F F.,, MSTAM36 OWNER'S 36 "x22" ----=� ATTIC I C I= h - --- - @BASE SUITE ;n ACCESS 8'_0" F T CLG CAR T 8' 0" FLAT CLG 2468 CARPET ! TP [-j- - lid 19'-4" -11" L 2'-10" I, 2'- 26-0" I I I I I I I I I I I I 1 I I I I I I I I I -------------------------------------- v REVISION NOTES 12/17/2009: 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS, SHOWERS ARE TO BE PANNED WITH A PRE-FAB. BASE. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40' PRODUCT LINE - MIN. 48" x 64" 50' PRODUCT LINE - MIN. 48" x 76" HEADER SCHEDULE MARK HEADER SIZE REMARKS 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 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" (-A+29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 / -29.1 �F +26.6 / -33.5 �G SEE SN SHEET H SEE SIN 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 251 S.H. 13 20X38$ 182X37 S.H. 14 20 X 50 8 18 z X 50 S.H. 15 20 X 63 18 21X 62 z S.H. 16 20X72 182X71Z S.H. 1 H2 27 1/4 X 26 26 X 25 � S.H. 1H3 271/4X38$ 26x373 S.H. 1H4 27aX50g 26x50 S.H. 1 H5 27 a X 63 26 X 62 1/2 S.H. 1 H6 271 X 72 26 X 71 112 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 04 X 38 a 36 z X 37 3/4 S.H. 24 37 Oq X 50 a 36 � X 50 S.H. 25 37 a X 63 36 2 X 62 1/2 S.H. 26 37 3 X 72 36 1 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 731 WIDE S.H. 32 54 X 26 52 z X 25 S.H. 33 54 X 38 a 52 1 X 37 3 S.H. 34 54 X 50 $ 52 2 X 50 S.H. 35 54 X 63 52 2 X 62 z S.H. 36 54 X 72 52 2 X 71 z S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. SECOND FLOOR PLAN -A 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 P p p 9 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 MASO N RY HGT. @ 8'4" A. F. F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT SAVE) GARAGE SEPARATION j R-11/13-13 KRAFT FACED (GARAGE / LIVING) e+� cat 0 CIQ N d v a u� ce- ;r s C C0 f-.) N - m =tea . Cn Cc o a_ to .N cG d7 O � Q ++ N Y >E.�� = u = c >r ecs y co c Ra en l`iJ/fit{���� t�?If/i7�`aPl. *R�x. �,`1W w^axxaa VV aaa N \o' 0' x•y Q, ^�� •L eIN0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. v co N a& A C J w W -J � d w Z_ a �e O �O ]'@N O W J�°'� m LL Z N Cl) ZO U W El El 0 2 v a N (h O � z QNQ Z O Q Q U J � Z a CD `o 4-1 O-� LL, g IV) N us. CO '- e i U o N Q m e ti O O Mg U_ ¢ o Z Z Z U_ ca E g- O E U oo w? ¢� z oa F� f0 O E ¢ U0 0 < Co Co a X z w Z Q' F- ° Cn c¢ ¢z U U mO °Z Z Z m m < W S o� zz W () a -i m > °M ¢0 aZ to W Fk a= �3 ola- a o 3 0O 0 = M J � a 0 CM LO ^ Q N -Y o O V 1 LO d' L) M O N Lf N <C 0 oo a) E w CO T E o z M z U E O a a E U J Q J JOB NO: 23-00509 SCALE : AS NOTED SHEET NO. 1.2 80 r o0 00 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 12 5 FRONT ELEVATION — A FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 5 12 5 6" SCORED STUCCO BANDS CS; SILL DETAIL SCALE: 3/4" = V-0" SCORED STUCCO BANDS HEAD DETAIL SCALE: 3/4" = V-0" SCORED STUCCr BAND: I. 1'-6" I. DECO SHUTTER J. F_LR_. -ram /—FL— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — t — — — — — - ASHING T.O.M.----------------------J—--------- ----------------------- O.M. @ GAR. :NTRY HID . HGT. I SCORED STUCCO BANDS \ FIN_FLR.---I----------------------L_J-- 1, 35 SH CJ / WEEP TEXTURED CEMENTITIOUS FINISH ON CMU --T------ RIGHT ELEVATION — A SCALE: 1/4" = V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED, LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. overing R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 M 0 cV try eva •� -a -a Q 6 L 0 N R O L N CN t N O m a.: d CJ � 3 � v a� E 0 � CN < J 4,� o J' T 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 - Residentiai 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. M IW o 0 28 full om�� 0 N N ' N,' m � ss U. A S J CU w o JLL� 64 s m 0 W 0 � rn Z 0 Z d - Cl) IL N Q O a Z �� L) U) 01 W ❑ ❑ .Z N M 0 � N � o � � E3 WM Z a 0 `o Wn�1 a-1 � a V O u o N use U LU E M0 i N O� o= w C M Q LL 0 z o » _ 0 0 U c3, E �Q S= 0Z I� L Co /) C a 6 Z z Y m 0 Ho Z Z, Z m J N U ro aw �z !-= ¢"� o< Z go OEM in m �. a w aZ _ = F O w r } O ch <, _R a ° y0 = >M J rn m c9 N M co O 0 QCr CN°o O '^ J (J J CN +.J o Lid G Y O ca N m IUD N CN Q o CN ai C�fl ` M 0 Z m z � ci r E O a E ci0 a o JOB NO: 23-00509 SCALE : AS NOTED SHEET NO. 2.1 00 r I-10CL f1l A00 LLIIAlrlI C IAIOTAI I Mn A0 MET3 EXTERIOF PLASTER FRAME TEXTURED CEMENTITI FINISH ON FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 5� T.O.P_ _ HDR. HGT_ 12 �5 (2) 25 SH EXTERIOR PLASTER ON FRAME 2ND FIN. FLR_---1-------- —i-------------------------1------- TO.M.---- CJ / WEEP -IGT_--- 1--1-------1-- 35 SH FLR_---1—A----- REAR ELEVATION - A SCALE: 1/4" = 1'-0" TEXTURED CEMENTITIOUS FINISH ON CMU LEFT ELEVATION - A SCALE: 1/4" = 1'4' T.O.M. T.O.M. L/ ENTRY DR. HGT. FLR. I 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. I txterior uovenna R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 er 0 N L0 p cv d =o cC U N 1= N 10 C7 ha N d O 'Q y N aC ,� O7 3n u W c � J o�: G � o To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E ffi N O v dr O W N N b ® .= ti 4' S r1p N m wiz w u a 7i u Z — 'o a L m c rn � '1st W _ W 3 m'N CO 0 v C ' W rn m SSW 10 L0 ILN ch Q it O Z �U v rr W ❑ ❑ N C] o g 2�: fz Q v E3 M V) U L +-1 C6 Lu O Ln U' _®E U o e L N Q N 0 o w 4 Z Q U_ » vco oo® oa F ro o 0 0 0 O o E &b <o 0z Z t 0 w in ro c `� a .0 Z oZ Z C)� 0 z ao in $ T o m 3 Z y k = �- o w1 �0 ;a a= ct z¢ Ova .N p J >M 0 rn m ICU C� M � � N o 0 r ^ 2 J v J m LO LL N m N LO N <t C) N r ai M o z f6 Z j N r E O m a- i_ U � Q p C � JOB NO: 23-00509 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. 150A1200A INDOOR PANEL CENTER 10 #14 to lights & outlets NEMA 1 10 #12 to appliances and GFI 150 AMP/ 200 AMP 10 #10 to WH 10 #8 to Range 10 #6 to HVAC METER MOY150=2/0 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND Disconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER Y WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250,50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 11 CODES AND THE LOCAL POWER/UTILITY COMPANY. 1. Electrical outlet heights as measured from finished floor to center line of the box to be. 16 AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER FZF W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE 4-F.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION OD ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) DB PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) a TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TV� TELEVISION (OPTIONAL) 7 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT 119 ELECTRIC METER nr ELECTRIC PANEL DISCONNECT SWITCH C� J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR r J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT DEDICATED ' RECEPTACLE FOR MICROWAVE RANG HOOD PER SPECS 1.5" VTR `III 3" VTR ICI` I\ 1 I I I i I ^ I \I I � \ I\ 3 VTR PLUMBING RISER SCALE: NTS I Gil 1 I GFI I / LL XC N �^ GI II I I FG L \�— Gil NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER a SV1!ITCH FOR DISPOSAL ITCHEN F TE�F SPEC 3 & 4 KITCHEN SCALE: %4'=1'-0" A/C PAD DISC. WID GFI /fly DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS FI M \-1•—DB & GFI TO — — — — — — — BE ALIGNED VERTICALLY I f COACH LIGHTS COACH LIGHTS OR PREWIRE AS / OR PREWIRE AS PER SPECS / PER SPECS FIRST FLOOR ELECTRICAL PLAN -A ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. I I I I I I I I I I I I I I I I 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 SECOND FLOOR ELECTRICAL PLAN -A !V Cq CV Iln >= d� C c cower N C v o r_ 3 m 3 �- � N L c F M N 0 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 seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Nr. N A" o E ID I O Cr c0 0 •� � W N N r C'j CD ' \ C J L lJi u a 13Z M LL -o l — a 4 m e n ^S :kWy a� z Q' W y E - 0 7,oNco 0 o2 W Zco L/ rn Z 4 J co 0 t9 N J O O U Z U r & W ❑❑ z N M 0 0 z � N z o � � M Z a o CD' V) w S ass CC3 '- (5 LU — U a N c U) N ��101 o w M Cl) Q Z U_ to E oo <� UU z oa n3 O [ E g OU 4 0 OU p , O a' wo X Z h w @ <z a o mo 01 Z' Z aJ J o ¢m < <z o< go C/5 a w o m F =G =F 0 o w¢ o a= O� 2 0 M J Om t6 M co 0 NCL Cr 0 O 0 m 0' Ln �--+LIL o Cal N 0 m O N Q o N oo E Y _ Cfl r 0 z m z E E O w r m E U 2 a .j Q O JOB NO: 23-00509 SCALE : AS NOTED SHEET NO. 3 I.0 0- O J W N_ Iii 4'-0" ROOF VENT y�A �x 5:12 SLOPE 5:12 SLOPF� F- Z uj ZONE-2 a LU ATTIC SPACEJX O 0 1170 SQ. FT. w 5:12 SLOPE w y'A � u) 5:1� 2 SLOPE 5:12 S_ LOPE' uj I ' z 0 ZONE-1 0 ATTIC SPACE' ' 0 I 316 SQ. FT. I I ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 0.0 1.0 Floor 316 303 43 152 11 76 138.0 0.0 138.0 (Zone 1) Upper 10.0 1.0 Floor 1170 1123 160 562 40 281 288.0 (Zone 2) 150.0 138.0 "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVESISOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN - A SCALE: %4'=V-0" Cn CNA I in4 (V 't7 = Gt 'Cy `J W a CC_ C= CU Cj N -C7 X W N Cq b N .� N Z N eq N W CD CS f W E- C CD y Q ; ` 01 N CS C C77 q� D Y A 141 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 o E I 0 N CV CA CO, O N r' aav w N I 7 O# rn N C 4 N O 4tu- W m LL LL 55 a Z W _ o 7 (6 N NO, J ?"' - u') C0 Z ¢ 0 N OU ¢ U rn W ❑ ❑ V M N ch O O O � QN O ¢ V — d � (nun0M M �✓ O 1CM Lu. a W V O� V I � L.0 p fal N Co M Co ' L.LJ O min Y \./ 0 d N 4M a M J 0 ¢ � w W Z Z Q � LL � p m v Z o g Z a > M Z o Z © oa t— ro <-, 00 o E p � o ,0 wg 0z �Z ww L V] rD C N J ¢z 0<0. .6 m m0 Z H >z '� ¢ n z z W 3 T 3 O 0. 0 go az 0 W S m Q p F 0= 3 = m 0 w a Orn m ns c� M co L0 N CL 0 O �/� v W a J N o U') N O O °N° N Ln N Q oo T— oo N m E 0 Z cc E O r w a E U _j Q p JOB NO: 23-00509 SCALE : AS NOTED SHEET NO. 4 -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY - #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. *Alternate: The reinf. bars shall be Cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL WWF PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. 1 /8" SAWCUT x 1 /4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN COUjZ W J � CONTROL JOINT DETAIL Op Wo J z O� z U5 ii O C (\ fi6E1l i ,�,_n,, 3'-5" 5'-2" T-5" 1 1'-8" 1'4" lie 11 1 2'-6" x 2'-6" x AC PAD 1 0 w/ (3) L TYP. @ #5's E.W. S3 PORCH r I INDICATES FILLED CELL I d LU t w/3000 PSI CONC. GROUT 1 p C2 o FROM FTR. TO BEAM w/ (1) #5 I _j I REBAR ERT. ABOVE SLAB. ■ UI I o 4" @ ALL PLACES 1 6-10" 5'-10" co 00 ITYPICAL ISHOWN. HOOKED FTG I Eo DOWEL w/ 17" EMBEDMENT w/ 25" EXT. ABOVE SLAB. GRADE 40 STEEL I C.J. — _ ■ ■ ■ ■ HVAC CHASE T I BASED ON L— — — — 3-1 ------ ■ LOCATION M PROVIDE 1 1/2" RECESS FOR SGD ■ I I I S3 ( 0? REFER TO MASONSI o SCOPE FOR WIDTH.I ri � I o III I ■ W)l I LEDJ ■ j _ I _ 7 G.J. I J lL I S6 � TYP. @ + T i oo TWO I co STORY I` 4'-1° I T-8Y8" 3Y2" MIN. 3000psi CONC. 10 SLAB FOR HERNANDO Cj COUNTY ONLY. 3Y2' MIN. IIF_ 7 2500psi CONC. SLAB ■ IN OVER 6 MIL VISQUEEN I VAPOR BARRIER I rG GG TYP GS3 U ? ?U I ■ I I C,J. I Ii I CDI 00 I I I I 1 N Ili I I I I LO ■ III I I I I - L_ � I ■ 0 I 7�-3t I � I 1 --- --- 7 N PLUMBING STACK I GG S3 o C.J. _ 13-1" CO 3'-0" STUB UP17-1 TO 2ND 1 2'-6" x 2-6" x 1 FLOOR I V-0" w/ (3) FOR A/C —�I— — _ — — — — #5's E.W. 1 rrr;l;trrrrr;;r r - o � i I JC -3 1/2" KIS --- o H � S3 S3 N zo W O W 1 17 9" 19.. ■ ■ ■ ■ W I J O 3 T-11" [V-4' �<� > m l Q PROVIDE 1/2" X 9 12 iv ■ ■ aQ 1/2" RECESS FOR 4" I co U Q FRONT DOOR � � I Uj 10 (> ( U TOP OF GONG/ OJ > w 1 PAVER TO BE 4" fn T ■ 1 1 BELOW FIN. FLR. ; — T ■ U 1 C.J. N 4'4" 1'4" e Z-6" x 2'-6" x TYP. @ v L #5's E.W. o SINGLE I I I S3 r STORY ■ I 1 TYP. @ ■ 1 n- 1 ENTRY A �r o i I (2) #5 VERTS w/in (2) #5 VERTS w/in ?S3 o CELL FILLED CELL --FILLED — �0 - I I ■ ■ y ■ V-8" 16-0" V-8" 19'-4" 5'-8" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I, SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES, BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING MONOLITHIC FOUNDATION - ELEV-A SCALE: Y4'=1'-0" ft caa sV 6sa tV > W ® o t o c o CJ C g0 G- N .�amx N C 6L d �o 1S N as d.� ar .. c s U tU C, c �i C E <tt If elf, p` )3R0tPVAvf • ..� � � to �• � .A _ CICRI •, «' U . �^ c) p5� E0\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. y W w v E g C)C air' N Q orn o .«�. .0 c, N r� 00 jF L.L 41 U LL d a Y '� NCO O T M z d J y �^ N O D U O = 0 W El El (D M � Z N Mo O O z �z o n M a {-J v, '7�+ U O w o � c y wry U w .fitti1. F— J E a g I U o U) Y N ® m is r_ o w M M y ¢ O Z M J Ca E �o oo >m a� O O U Eco wz Z® ❑a F- B — F 00 U to ¢ G 0 dZ M�� i wo r� e ao m0 °, m N O Q W U, y ¢w 29ago <o Z ZU az ww o w¢ o 0. Nij M it OI¢ _ OU O = > M _I ui o� m m Cle) N Ln .-. o O 76 o O LO i4-+ d' M O co m LO O N CN Q o N T E W (0z CQ Z O y T E r`p a E a m o U Q p JOB NO: 23-00509 SCALE : AS NOTED SHEET NO. 5 W 0 — _ r 0 cv 12'-0" 13'-0" 2 TYP.@ /_E) CORNERS FT3G E 0 co N O A @ 24" O.C. MIN. O T --I J S6 TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL ED FT7G 1 L1 FT6 0 M N --E]TYP. RG. WALL 4 cn a O O m FT8G rFT11 r 0 FT13GE L-- FT11 r— BRG. WALL CEE J S6 TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL (2) A 35 22 D1 FT9 (2) A FG3 GD1 CJ3B co CJ1B 9 D1 7in D1 f A TYP. U.N.O. v L L W 5'-011 co A S3 TYP. @ 1 STORY (SEE AA/S3 FOR STEM OPT.) B4GE 5'-8" ENGINEERED CLADDING WIINDFPRESSURES ANDOSUUCTIONIS FORM AN ROOFOHEIGHT <T 5 ftND RSH ✓IND SPEED (ULTIM0 MPPAT44✓IND SPEED (ALLOWABLE)10MXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEED (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35,94 -49.57 -49.57 -49.57 1 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 I ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): k I ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I \1 ®I I ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: j Q SHINGLE: 7/s' EXP. 1 CY16) orl%32" EXP. 1 O�/16) TILE: tJZ'EXP. 1 H/16) i I NOTE 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y$' x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN'%2', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/z" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 2 ROWS 8d @ 6" O.C. 8d NAILS @ 6" O.C.Z 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 a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] NOTE: THE SHEAR WALL FRAMING DOES NOT EXTEND ABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING SEE FND. PLAN , . 2- FOR FOOTING SPECS. -ROOF OR FLOOR SHEATHING (2) SYP#2 TOP PLATE LSTA30 EACH SIDE @ EACH END OF WALL SEE C/S3 FOR ADD'L INFO. EE PLAN FOR DIM. INTERIOR SHEARWALL @TRUSSES STEP-DOWN, WALL TO TRUSS � SCALE: 1/2" = 1'-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 -10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 1 Od x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 112" 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 - 1 Od 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 - 1Od x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED wl SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ 2 INKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12 - 10d SPT24 1090 12- 10d HCP2 1 590 1 555 1 12-10d x 1 1/21,1 HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION, FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (* ). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN -A SCALE: Y4"=1'-0" N tS� C%4 W o ci 22-X- !O f"i N ,a LA_ v eo q a >e. y Z3 t C ra CN ao c 3' cc ep 0 m m a � � E o a c., C3 t✓ • ... °x t '• A k: 3- 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. WpY Y ' d' E �' o 0 8 0 -5 W � N � H �CqtiA 4i_Cq LL 3..' N LL L.L f1 J Lu Z L m z �i tt W �'N�� 3: O <4�a'� m Z cD N N Z Q LL Cl)J N 0 co 2 cMv �n 0 0 Z Q J N U) c') N� z W (D o i--J (Q w j[�+ it p w oJAML N �Ln w U w >_ s • U o N C_ ® ® Q N �� ~ o110 _ w z a U_ E zo o ;= E lJ o a H (U �0 �o E a 4 C, ro as `ice az wz O U '0 Z F m m QW U Zo U (n SS T o wLL �R a �w =k m �z �3 x o M w� >o d ? �O > CV) J Om m c� N M ICU C) LO :3 :3N LO ^ Q o CT J '^ U) o m O �i LL cF' O LL 0 cY) O co LO N Q O r- 00 C� o z z j6 E O U ca U a _j Q p JOB NO: 23-00509 SCALE : AS NOTED SHEET NO. 6.1 0 N 25' -Ol l 19' -q 11 I/ 51.811 (2) TYP. tS ENGINEERED CLADDING WIINDFPRESSURES AND OSUUCTIIONIS FOR MEAN ROOFOHEIOGHT :5 5 ftND RS H WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSG HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] AREA ROOF 1 2e 2n 2r 3 3e 3r a=oft 10 HIP 35.94 -49.57 -49.57 -49.57 GABLE 1 -38.22 -38.22 -60.99 -60.99 -60.99 -78.58—t-----r- ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): �v� 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�III �Ir ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD �JI I I I ROOF SHEATHING: I Q I I (D SHINGLE: Y/s' EXP. 1 (24/6) or1/32' EXP. 1 (3�116) j I I j TILE: 15/32' EXP. 1 (33,'16) I I r I I I I NOTE: I I I 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS + 13r 3rz tol 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN t%2', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8-8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1!2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 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 21/2" 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 1 Dow o80** --- 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 -1Od 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" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ ( 16D INKERS LUGT2 3100-M 4520-F 3100 M 3800-F w! (3 ) 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) 16C 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 10-1Od SPT22 735 8-10d SP2 1 1010 605 1 12 -10d SPT24 1090 12 - 10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 680 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION, FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS w0 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 j (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. x CONT LEDGE ROOF FRAMING PLAN -A SCALE: %4"=1'-0" (A) OR 2 PLY :ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS N �9 u aCD cn c_+ r; cc C_3 N 3 cc m = o � rz •`c a, c E Cc d �o 10 c.,t C)� t �` x0 � P" � ` ^tip�tC% �, \ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W M v E E CR r OD 5�o N 1 �� U)'='u' n, C i/� M u- (U LL U_�- W W 4_ r; Z Co m o 13 w o W W�pjO m w Y Z N N Z Q F M t- �n OIL U < o .Z W ❑❑ CDCO Z N ch O � z o �a (1) Q v. -� E3 N t"1 U) Lnn, Z a W o � cn w .W U O w a � � w ts�s m w reGiu}>y = :E- ai I; U o N m Q o w M M Z Q o z G U_ cu E E O zo >ry z< oa Fmk uo O E X U u o U Q -z W t wo ww n3 U:)a 7 C ¢z p U m� Q o z m J o F '¢w S a om zz go O o� az U W W 01 o O 'M Om co CID 0 :3N LO e C)7 0 O m ~ +,, 0 L O O L O co N C)m N LO N Q CN � O r oo N E c coZ o cc Z f E � `m C a U Q p C )OB NO: 23-00509 SCALE : AS NOTED SHEET N0. 6.2 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3, Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L1360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9, Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11, The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load G1 •0 Safe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 817441611T8F401B/1T 8RF40OB/1T 81`321B/1T FORM & GROUT SOLID N O r W � � �U 05 BAR CONT. 8F12-1 B/1 T O "V" LINTEL DETAIL SCALE = N.T.S. MR 0 ON I ,ill's. TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY d 81_16— B/1T U ¢ tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL HEIGHT MATERIALS cif p ecastTr'ntels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fig = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Rebar 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. #5REBAR MIN. (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL e O n C °C.M.U. #5REBAR ATTOP , n ° d ° GROUT MIN. (1) REQ'D 1-1/2" CLEAR a 4 A ° r J W 0)¢ S � C.M.U. 5 REBAR AT = v~i w ° BOTTOM OF U) ? W w W p o LINTEL CAVITY Lu x0 OTTOM 0 d M z REINFORCING a ¢ 0 6 9 7-5/8"ACTUAL PROVIDED IN LINTEL z W rn ¢ Oa #5 REBAR AT BOTTC 'NOMINAL WIDTH (VARIES) V) i6 ¢ t AS INDICATED LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8)Y"x1 J" TAPCONS OR TITENS *CENTER OF STRAP @ T/WALL TYP. U.N.O. 2x8 #2 SYP P.T. BASE PLATE W/Y2' EPDXY ANCHOR OR Y2" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE _OILSEE PLAN 11zjdT/VVALL 161 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING WALL SPLICE DETAIL REVISED: 11/04/19 SCALE: 1" = 1'-0" 0 O 5'-10" LL 13'-0" LL O 8'-0" LL O 4'-6" LL (D 4'-6" LL MJD 5-8" LL MIN. E 17'-4" LL LINTEL PLAN - ELEV-A SCALE: Y4"=1'-0" cv c N U"3 CV ZE O W c� c�a co cz) •N .® CN .� iA C= M 3 •' � r_ c v ax c CM ,w �rf. jv� ram• A' N ., `0•- ti O t", P Spa l 1rQ \®\ ppS To the best of the Engineer's knowledge, infonnetion and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodda Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W v E Lo�? 0 o c o 4S L[) 'o N N CO d3 y Q �r�N,o� LL ai - Co W Co LL u- a J W Y Z — O d c rn Co L (0 C,_ W O <A m w Z (ls?Y N o d J (N('i Z J l Z N O c¢> u �:•3- W El (D IEEE 0 00 z z o J a � QU) �. ^ t v / aj N M II U `o IL a--+ C_�> w m U o N ,.0 �N .. F— i4 (a U c w E m l O N I! o M ¢ Z Z LL_=o EE p E U w=a zo ze ❑a @'g 00 oo o f �0 oQ - Z i Z ,� C m ) ¢o =o m� o° = Qw <° �z 8 co go a C> O co K < 'O N W = F r- WJ c> wQ ;o az v 0 e .N O J >M Om �' co co � M ^ = N C O 0 U) m L0 d' L) CO 0 O 0 m N LO N <C N E M 00 Cfl o Z m Z � E O iri r N a E U ° Q p JOB NO: 23-00509 SCALE : AS NOTED SHEET NO. 7 w O i J 0 N 41 c C, 0 N 0 J a 0 I N 0 O rn N 0 i E E 0 v i a E� v 0 U U aD -o cL i c ,0 0 0 a� E4 N C. ci 0 0 d N 0 N 0 m v NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST 2003 CHROMATED COPPER ARSENATE CCA-C WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL ( ) CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4, GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANYPART OF BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE 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 OF CONSTRUCTION. COMMENCEMENT 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A E DRAWINGS AND CALCULATIONS REACTIONS AND FLA. REG. PE. AND SHALL INCLUDE: D S BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2. 8, ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-1-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7• WELDED WIRE FABRIC (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. 2" 1 Y2' X" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E). C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO, ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA, 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 Wl 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE Pm = 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: T 4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5. 4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION, 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'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 AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT, 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4. 7.2• FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3, STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4,7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN, CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side wails. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7, FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete overpou and mortar along the foundation perimeter must be removed be ore exterior sot treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11, FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12, FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by licensed before be issued. a pest control company a certificate of occupancy will The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14, FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 56 + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS, FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. sat v tit 44'b � as =a cm LV i o Lf c n O _ V ciz N N % to a- �N O (p Q C'-JY cc � 3 � y m Wc `° s� to c � �f ll • F � ti1;C4` e' -"ice To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. - ,; .. W " �. o E o M U ON O O W co N N s 0 u� /1 4� gg Sr'•`' ' Q Qj M V it LL C J 2Sz LL w J LL 5 6. w by Z Z m c � rn 2 o O LLW 0�mrn m m Z Q J N J 1- u5 Z O U o r W z N M O 0 0 Q J N M to CD o V�o O Q) N �V)co Cu m -� U S .o wa r U ~ E _�.. O N O 0 r` o cD J J o w z g LL c° p zoo o Zo Z f- r0 C :=::,a0 E no o¢ <o U O Op °Z �w a in M C c <z a 0� mo 2� <� �z C./D T m 02 ? ¢ o -Z W F 0 o N 0 > (Y) O rn m m C� M co N o C:)V Q r0 U J / m r.1 , +-+ O ILL r O co M N o 0) 0 m cJ LO N Q o T 0(.0` (0 j N f 0 Z z E O E U)(13 1 Ca U J Q 0 J JOB NO: 23-00509 SCALE : AS NOTED SHEET NO. SN THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING r .I. I . ... 14 1—'I� II•.......:. ...:I.�.::..:... ...�.��....: .. 16GAx1-1\2" LONG 3/4"-1"CROWN) 8�... ..:.:.:.. ( ..... MAX.......:.�.'.........L......:.:.:. : 16GAx1-1/2" LONG 3/4" 1„ STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) -OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* *"ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O O O 5'-0" cc - c� STUB -OUT FOR 0 ° o GAS METER O - o _ U O F N oo • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. &-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. 154" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCIOJoist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x P 1-1/8" or two 1 /2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 314" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1 /2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking / 1/8" gap ---, / FILL CELL STD. 90° HOOK BOND BEAM w F STD. 90° CONT. #5 CONBAR T. #5 7 7L I HOOK �BAR #5 CONT. u FROM NDATION TOUHIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. )Small gap 2" min. 2" max 4 max. i Clinch nails when possible 1) Support back of web during nailing to prevent damage to web flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. 2x_; CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING%" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION-Under2ndfloorco N.T.S. - Under 2nd floor column w/loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES --� DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Q�'/ Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or Web Stiffener Fastener Schedule Joist Bearing Location Series Depth End Intermediate BCI5000s® 9-1/2" 2-8d 2-8d 11-7/9" 2-8d 3-8d 14" 2-8d 1 5-8d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d ! 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 5-8d BCI60s� 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/(22)' NAILS 7 5/8" � THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS OP PLATE �.0 TYPICAL SIMPSON MGT TO BUILT—UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION 111L beam below Load bearing wall must stack over blocking and wall or beam below.* L Joist �When joists meet over wall, provide 1 3/4" minimum bearing for each. I Joist can be offset Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — co 6 A 1Y2" ROUND HOLE MAY 6 { 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1)/2" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS, FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2' Actor 16' loist Span (ft) V 1-3" V-7' 1'41 " 2-4' 2-9' 3 7' 3 7 12 1'-U' V-1" 1 2" 1-2," 1'-3" T-9' 2-4' 2-11" 37" 4, Z' 4'4' 64' 16 1'-O" I"" 1' 2' 1 Z' 1' 7'. 2'- 3-2' 3-10" 4-9" 5-7" 64' 72" -1" 1' T 1'-2" 2'-Q" 3-U 4'4]" 4'-itt" 5-11" B-11" 24 1'-0 1'-T' 1{ 2. 1,_3," 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. 1%" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL a ,a w <� FINISH GRADE Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM ° 1 SEE PLAN FOR °. a . • • a FOUNDATION INFO a ° STEM FOUNDATION i -GRADE REINF. SEE PLAN Fill bI k \ l it oc Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements `0.6 X Joist 6 / depth i D I -JOISTS BUCKETS N.T.S. 4 d —rT 11=7- d Ililllll A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. :�® LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" CENTERED @ PIPE PENETRATION d a 1�IIII—I "-II-IIIIIlllll • PLUMBING LINE i—PVC OR SCH40 SLEEVE V. - d . ° I —III= I'T I III. I d I- � i SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0"—\ CENTERED @ PIPE PENETRATION ° PVC OR SCH40 SLEEVE / r PLUMBING LINE CO d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE _\ CENTERED @PIPE PENETRATION PLUMBING LINE °. 4 44. d d° G d -i 1=1 1=1I I1=III—III: -III,IIIIIII� d ° d 4 ° �IIIIII III- -I ° SEE FND. PLN. SIZE & REINF. +rs 0 Cr N � o Q � -o o s m �e H secs. N 6i O tYi -CZ u Fu c E .E"�. 6 �t�•f a za�`R r y.6j O� C.p a .•�. 'il����\\ 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. ,4 �' `° , W E p M 4J7 -f 1 V O N N O 6 0 N . In si tir-a C J LL u- W 0 u_ w a m C� o U) Z 0O 19 _ 2 z O ca W m w r$ ZLO IL co C) N Q M 0 ka Z N O U 0 o W U to ❑ ❑ M o o z (D z o � Q J — (LE3N N z o Q) d 4 f13 LL, W _(D O Ln w o C1 y... pp U ) o � z w M M D Z o S z Z Q �o �q o p M tJ w� z zp ❑a F— (O *0 00 E &< o< ao �Z mo o, C Z '< w J 8 Q b O � �z Z. T oW� U nw W O 0 =O, S F w 3 =H �0 o M w� zIa ; a, o (D T 'M J O CU CU c� co LO N CT o 0 i--+ O L i 0 ll r_1 M O ,Q (a m 0 LO CAI < N 0O N T— m E E C.O o z c6 z E 10C iti r m E 4) 0- U J Q JOB NO : 23-00509 SCALE : AS NOTED SHEET NO. SN 1 3 0 i Q 0 N v 0 Q 0 N 0 J 10 0 0 N v V) 0 i Q N O i v a 0 S v LZ y 15 v U i Cl- N 0 i E a 0 U J LZ N N N 0 0 N N N 0 Q m ,o v rn II II II II 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 %I' GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (OR %"GYP. BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS TYPE @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) EACH END' (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM GARAGE ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2x BLOCKING HORIZONTALLY@ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2'"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. FOR UNDERLAYMENT @16" O.C. W/ (2) 10'4' (R302.11) 16d TOENAILS T & B SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1 U-0" (R302r11) 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 3/8 MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C. INSULATION PER CHART ON FLOOR PLAN ) TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & .� SLAB & BLOCK EDGES; AND @ 12" O.C. @FIELD "SIMILAR AT FOUNDATION ONLY" ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE - _ IMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.0W/ . SIMPSON SP1 w/ (10)10d NAILS 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 2 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH "' `o ELEV. U-0" OL (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x6W1.4xW1.4 2 INCLUDE THE WALL 6x6W1.4xW1.4 D ° n SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM a . -III=I D D. =I I=I =I = Z 24" @ 0•C,) WWF OR FIBERMESH 31/2" MIN. ATTACHMENTS CHMEN S 31/2" MIN. 2"' WWF OR FIBERMESH D7158-CLASS G or H, or ASTM D3161-CLASS F, IN =I I —I I=1 I I I I_�=I (_) I I=� D • I=I I LI=I I -I T=I I �, I 1= a - - - j 2x4 CONT. _,LL ELEV. -0'-31/2" A.F.F."Ir o D ° Y D a 12 ACCORDANCE w/ TABLE ,I ' I : II I I=III—I I= I I=1J 1=III—III=III=III �I I - °' " d b. „ „ °�=I I I —I 31/2 (min.}- 4 z_ b' �T= r (TYP.) VARIES R905.2.6.1, FLORIDA BUILDING _III I f=I I= I I=III 11 I— I I I 11=I I - L_ i -1 I �,,11I II 1111 II I II II i I I=1 I ` I I" _ GARAGE DEPTH VARIES N D a --- - n it 31/2"(min. - 4" �I—T ]�-�I I- _ 31/2"(min.)I- D 4---— CODE 7TH EDITION (2020) 11 II 8 �'' �11T 11 RESIDENTIAL ROOF SHEATHING v; � r I l 1_TI I I f= 111 I I III=j�l �` I =�, —Fill l I f 11� =1 Tf=1lT=lll= I=11T= INSULATION LE -SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING4" _ (2) #5 CONT. 1111-4 -11 81, #5 CONT. "� rr r- �'-4 N FRAMING SHEET FOR(2) SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rGG GARAGE SLAB AT STEP rB_� TYPICAL BEARING WALL STEP MI SHEARWALLrc N. 0 MIN. U.N.O. TYPICAL BEARING WALL @ STEPrcC ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-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 STRENGTH CEILING EDGE\ops BOARD PER CODE OR 5/8" GYP. TYPE "X" GARAGE ALUMINUM FASCIA @ 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" 0!C 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 NOTE: CHART ON FLOOR FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION 10'-0" (R302.11) SEE SECTION C/S3 FOR PLAN 1x2 P.T. HORIZONTAL #5 VERT. IN FILLED CELL SEE CC/S3 OR N INTERVALS NOT EXCEEDING 10'-0' (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W1 TOTAL THICKNESS 7/8" OVER ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @ GARAGE NAILER 8" C.M.U. TYPICAL G/S3 FOR ANCHOR ""J" 5/8'"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR BOLT INFO. 5/8"x6" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 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 FINISH (6)114"x31/4" TAPCONS *SIMPSON SP1 SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING 3500#, MIN. TENSION 2600#) SPACE ANCHOR ^ w/ (10)10d NAILS N 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR � BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 r _ END OF 2" x PLATE WWF OR FIBERMESH 1x2 PT WD FURRING @ 24" O.C. r TYP. ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR o 0 ° GRADE �„ D ' D �- z GRADE #3 & #4 LAP SPLICE 40 MIN. F - 40ksi =1 y a 1/2" GYPSUM WALLBOARD U.N.O, (1) #5 VERT. IN FILL MONO OR STEMWALL Z ° ' M — — — D -I i I- .p D FINISH GRADE oo [GRADE 25° MIN. LAP [30"MIN. LAP] 60 MIN. Fy= 60ksi] a g D D I ICI I (=III —III- =1 I I—� I hI I I I=III I I 1=I I— D I ` CELLS SEE ( FOUNDATION PLAN FOOTING MONO SHOWN .; FOR CLARITY � - -- I -I I I 6 MIL VAPOR BARRIER i I I I I Q =I1 I ° - I -IT= I =I I=_ O° III=Ii�=�-III- #5 REINFORCING BAR "' LLJ R 1 7/8" �-� - T-�II I �_ ° 1x4 P.T. BASE NAILER FOR LOCATIONS) z I #5 LAP SPLICE 4"x4" INSPECTION n - - �` I I• (I I-T=T=1 I (2) #5 CONT.(T 31/4" BASEBOARD PORT AT EACH NOTE: *FOR BEARING WALL Y III COMP. SOIL. (COMPACTED TO -(I D '� i-1 11=I�—I I1=� I _ t- 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS (TYP.) g' 1.4 g" MIN. 2500 PSI CONC. SLAB FILLED CELL TYPICAL W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM I - I I=1TI=1TI=1I �-��- I-1—I11 I I T 10„ MIN PSI MAY VARY PER CIO MIN AT GARAGE CONTRACTOR - D1 557) #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR4' CURB DUE TO SLOPE #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/6X6 a W1.4XW1.4 WWF OR - NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL w/ UPLIFT rG FIBERMESH 71 DECO FINISH 4" to 6" BELOW GRADE „_ „ SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1 0 S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"-1'-0" S3 SLAB INFORMATION. SLAB INFORMATION. V I' r � _ °D I III �� M 6x6W1.4xW1A SEE PLAN 11/2"RECESS FOR VARIES 6x6W1.4xW1.4 D I= 00 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 D _- r I I I� min.) 4 10d NAILS TO TRUSS TOP CHORD FOR TRUSS ° f BARRIER I D D C I I - o a GRADE AT 24" O.C. MAX. SEE PLAN FOR x x" CONNECTION INFO; COMP. SOIL. I - r c o0 = _ _ _ _ ___ - I, - -ITi-I i I -I I ... TOP OF BEAM &LAYOUT DESIGN -� (COMPACTED TO 95% - I I I II I�I = MODIFIED PROCTOR - _- - - a _ 1 #5 REBAR w/ OPT. -- -O SEE ROOF PLAN - - -a A e a A � a I- T�=r (, ASTM D1557) =IEN I E ENCLOSURE '' (2) HTS20 FOR STRUCTURAL d r I I II E 3" MIN. CLR. -I I j I I I I I -III I I I I 11- I I- IN �- I [_ I BEAM SIZE & r i I) a =T (2) #5 REBAR CONT, ON 3" CHAIRS TYP. 1`-4" (1 STORY) STD. 90 HOOK (SEE 4"' I I - CONNECTION INFO 8 I I- 4" 1'-8" (2 STORY) DETAIL) MIN.2x4 P.T. U.N.O. PLATE I I 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 T TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L Ins^ O.S.B, z MIN 7/16" O.S.B. SHEATHING ATTACHED PER NAILING �+- g"" FOR REINF. INFO. SCALE: 3/4" = 1'-0" S3 SCALE: 3/4"=V-0" S3 w ¢ SCHEDULE OPTION #1 1/2" GYP. BD. P.T. 2x COLUMN LOCATION ¢ > J SEE PLAN FOR STRUCTURAL SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 2„ HOLD GYP. BD. w COLUMN SIZE AND BASE rM 1/2" FROM SLAB Uj CONNECTION INFO. SLAB STEP & RECESS S.G.D. 0� -0„ CONT. BEAD SEALANT SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5�" DEEP AND 6" BEYOND � ¢ DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND .: .: INTERIOR 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE PAVERS / DRIVEWAY EXPANSION JOINT ^ 4P, ° _31/2 -� COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND CONCRETE SLAB 14" O.H.D. RECESS z 13"" O.H.D. RECESS "' GARAGE ATTACHMENTS & 18/D1 PAD FOOTING PAVERS M 1 CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS c •. Cl) EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART z SQUARE CMU BLOCK BASE, TO FOUNDATION PAD d MAT REINFORCING. `-�" ' • o CONT. FOOTING STEEL III IIIIII if`'-' _ —r • — __ —lII .' •. ` ..... I —�_�I ch = _• ° 'a • _— _ —. IiI_I�IJII 11� — LI_II II PLATE TO CONCRETE (MIN. SHEAR 180# MIN. ON FLOOR PLAN CONT. BEAD SEALANT w Q > SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS M z - Z GRADE -�- - 4� - -I I r l - - _ ¢ > 00 =I� `'' `. °P.° 1-�-I '•' TENSION 120#) CONCRETE SLAB _E b 6 6 W1.4 W1.4 cat w FILLED SOLID (SEE PLAN FOR w I _ I= =III �. • I '- I :' I:4, I (_ I I -I �) •, ' _ ^ x x c '- WWF OR FIBERMESH r, W cWa SIZE AND REINFORCEMENT) c7 Z a W 0 o cW� z III-1 I� I I_i _ r - �* — — -i'- �_ a' BRICK PAVERS or SLAB PER W U, p o = 0 �= • - z qa •`+ i a . `� T1= I- I =_- a " " SEE A/S3 OR J/S6 I I � � I T= III I i 1I I I _ SEE A/S3 OR J/S6 I-� I I (I -III I I I (= I I III 1j3"MIN. - M 6 MIL VAPOR == - P = I=) I=I Z _ — - - - `` „ 0'-0 FIN. FLR. COMMUNITY SPECS Cl) w FOOTING J c� FOR REINF. INFO, 3" MIN. CLEARANCE FOR REINF. INFO. CLEARANCE BARRIER -_ BEYOND 1' " (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 STORY) =1I I I I L I I I I I III ; I e ....• . : + "' :' .';. PAD REINFORCEMENT—/3 MIN. CLEARANCE (SEE SCHEDULE) 1' 8" 2 STORY) ( ) 1'-8" 2 STORY) ( ) 4" 4" :_•• � ~ �- SEEFOUNDINFO. coNc.PaolNFo. FOOTING WIDTH ' '' SEE SCHEDULE GARAGE DOOR SLAB RECESS J 1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING C12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SCALE:34"= i'-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. ~ ft\\ f 0 W -�® ar- a 0�C%4 4 y C 1 $ tV Y W o a a u •3 i C E a l.J i T• ,pe'�Aia S �'I t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal gg o) W g. o E O M U ' r 0 CO fq `' h � �mtfy 0 ti v 2Sz �' e 10L, LJ_ S a ILu Z -0 V Z� a L {� A T o Na a, 'ro N 0 W z � ch Z Q N O U ¢ S z U c) W ID El M r N N) o� � N Q -a <c J r_ N 72 CD `o O w LU co e .. t�- J E o N Uo o N m m r` o w M J z z z Q "- c E o oo z o ¢� E Q Fz O° as oo o �V �z B ¢o pU mo co zF <w a� o gz go C/) ac °- z m of a o w< o M d a z1< `` >M J m L / =3 LO .-. Q N o c U J O 2 in CN o LO � O Y CO O co m O V1 N <C o N T oo E � O, a U _j C 0 j JOB NO: 23-00509 SCALE : AS NOTED SHEET NO. S3 (MONO) v_ w I n 0 r- N 0 N Q 0 N J m o u7 rn 0 I i N 111 i ¢ N 0 a 9 Iv E O S 0 C 0 U v i L) U -R 0 a M 0 �a 0 ti N N N 0 0 0 CL N 0 04 Q m 0 N (2) 2x6 OR (2) 2x8 TOP PLATE SEE ���VENT OR 2ND FLOOR PLAN 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 3/4" FURRING STRIPS SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 2x DEAD WOOD @ MID FOR CLEAN -OUT @ 8" O.C. OR 4d POINT w/ (3)12d DRYWALL NAILS MIN. EXTENSION FROM 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ EL R 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STE AND G OUT ❑ ❑ PLATE EVENLY WALL IS 1 1/2" MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ ❑ ❑ FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 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 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.4 -- SIMPSON SP1 w/ (10)10d � NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER AND FILLED SOLID W/GROUT 1 #5 VERT, IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF� TO DRAIN DOOR OPENING DOOR OPENING ❑ EXTERIOR F111❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑ F111 ❑ 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK_OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J a a a e a a d a 8" STD. WHOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION 11 NOTES: 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, IQ SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL - 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 MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE �8x8x16 GENERALNOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK SLOPE FORWARD CONNECTION ASSEMBLY FOR DRAINAGE GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. e a e $ a SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. Tom/ SFFA OO�L �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 --C-L VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP a ;ARAGE ,OOR vvvn r nnvr� W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON V - 4' (1) (2) 1 (1) (2) (1) LSTA30 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED �>Z @ 12" O/C FOR 2"x10" OR GREATER HEADER `—(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 qj SIDE ' 2x STUDS TYP. O� �R SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP,) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d —� NAILS AT EACH STUD RUSS BOTTOM CHORD OR 2x4 OCKING W/ 2-16d TOE NAILS FBL 1/2" EXTERIOR GRADE SHEATHING CRICKET AS EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) LU 0 O/C FIELD v ? 0- `n 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) 10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT • O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT, (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. - PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 . SPLICE NAILS TOTAL) EA. SIDE OF . 48„ SPLICE STAGGERED O/STD. \� • ' -10d @ 8" 0!C ATTACH ALL EXTERIOR STUDS W/ (4) 16d TOENAILS TO TbP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON n 2X P.T. PLATE SIMPSON SP4 0 Nivlt'JVIv Jt 4 SP2 SIMPSON SIMPSON SP1 SIMPSON SP4 10t ST TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON `SP4 / J M 2X8 P.T. BOTTOM PIrATE SIMPSON SP2 -t NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SP4 2X TOP PLATE OVERLAPPING NAILS @ 6" NGGERED 3OLTS @ 24" O.C. aX 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 " SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) (4565# SPF) I (5645# SPF) (6970# SPF) IS (9335# SPF) N. 8" SOX►ED A.T.R. & NUT OXIED A.T.R. & NUT DXIED A.T.R. I&NUT C ROOF TRUSS ABOVE /- 2X BLOCKING O (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 0 o BEYOND, -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE 5/8"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 R REV. 06.24.22 SCALE: N.T.S. O A cVI dLu > w o s w o a 9 cz LE -a N C i. a. t Ro - p s vyi'a �a:� d G O C= L W d c >_ e5 k t si�RA,9 0 I� SB AP �,•r' ... L' . ����/Iy �p �tt�'F4E�t�4• To the best of the Engineer's knowledge, information and belief, the structural plans and spedfications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. x W vt f• a_ E o S o N r V Lo N o N 4zv #0 N inNa a M � ik LL Q J a U iL LL W a Y Z -ate w8 � L N N Y � E . o O P 3, W Z IL cn M Z m N O U Z W ❑❑ z N M o g z N o� Q n N W - N z �J o doom i-J css ® a U O Vi un w o = w � in wd U E mI W W ¢ N o m co M J Q ¢ W z U_ CIF E ;p E V o0 Wz za z� oa F- ra - �o U oW o E cs� ra �a 0 < z U °Q w z az mo no m s W 0, ¢z F °oa z co13 A p E az z NW I F Jz =F C) a 'M O ai m E co 0 co N Q Y 0 O I.._.. m 0 �i O LL d' M co CD CDCN m N LO N Q 0 CN E w � (0 f o z � z = E O iri fn CU FL E U � q p r_ a) JOB NO : 23-00509 SCALE : AS NOTED SHEET NO. S4 w I r- N i a N cn 0 CD O N 0 J O I.D S 4 21 Cr c 0 a a N i v N E 0 0 i f7 E2 U v c� i r� .o rz a 0 0 J N M O ai 0 0 N O N 0 Q m v SIMPSON HGAMV W/ (4) 1/4"xl 112" SDS SCREWS TO BLOCKING & (i 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS —` 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END, 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA, END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX 9" BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL ' 45°± / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ $ -00/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 (SEE TABLE BOTTOM CHORD ) 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 Old & FROM LEDGER TO • SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. '� BLOCKING ' 7/16" OSB SHEATHING END ATTACHED W/ 1 Od GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS wl 10d 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 SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)1 Old / z 2x4 CROSS BRACE APPROX. 8" & (2) 10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3) 1 Od & (2)1 Old (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'4' OR \\ 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" 0/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,l 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" 4" 0/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES @ 1/2 x 8 J BOLT @ 48 0 C 2x4 "T" ON TOP OF PANEL @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4)1/4"x1 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w! (7)10dx1 1!2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3"SDS SCREWS TO PLATES AT 24" O.C. 11 It 11 1I " 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" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4) 1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24° GABLE WEB S ECT I O N WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 2 1Old NAILS & (4) 1/4"x2 1/4" SCALE: N,T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 SCALE: N.T.S. 55 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP `" SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION CO 00 SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES `° 1 1 2 0 11 - 00 (2)16d NAILS 2"x4"CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING 1 1 2 1 1 2 9 RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2) 10d TOE ATTACHED W/ 2 -16d NAILS @ EA. END AT EA, TRUSS JOINT 2 2" x 4" LAMINATIONS W/ (1) ROW O (3) 2" x 4" LAMINATIONS W/ 1) ROW ( 3 2' x 6 LAMINATIONS W/ 2 ROWS OF " {) O 2x4 PANEL BLOCKING OF STAGGERED WIRE NAILS COMMONNAILS STAGGERED0.2 STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE K.(2)16dNAILS 2X4 BLOCKING @ 24" ( j OR EQUAON {OF D 1 EQUALVIRE (D = 0.207", L = 41/2) OR EQUAL FIRST (4) ROWS OF O/C w! (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 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 BEARI G LOCATION COMMON NAILS, (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ( ° ADDITIONAL INFORMATION. 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT VVI. I II\VVVV UV 1 1 VIYI VVI \V UI\l1V IIYL.1 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL 12" SH SCHEDULE XTACHMENT SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Old XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri 0 SCALE: N.T.S. SCJ MEAN WALL HEIGHT UP TO 30'-O" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. 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 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" - i O.C. TYPICAL B GABLE TRUSS WE DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d SLOPE OF ADJACENT TRUSS NAILS AT EACH STUD FASTENED WITH 3) STUD WALL (SEE TYP. SEC.) ( 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. CJ'CJ SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, IF >91' 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. ED ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL-J L BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 1Odx3" @ 4" O/C (2)12d TOENAILS SECTION g SCALE: N.T.S. S5 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) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM10KTA w/ (4) 1/4"xi 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Old TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z Uj BRACING w/ (3)10d x 3" AT z • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO L BRACE (1) 2"x4" (U.N.O.) L' BRACE 2"x6" (U.N.O.) L BRACE 24" 0'0" - T-O" S-O" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"W' 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 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) L DBL. TOP PLATE CONT. BEARING 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 SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. LU 0 ))CORNERJACK HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -1 1CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. C w d w 0 o � 0 1 Z 1 LLJ M o 0 C� w o o � -- Q O g w F— NOTE: LTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB, REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN 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 e� c cv Ln C V CV N -g N L N g Q � d cc �odd� A. i: C= mac• ✓-� to Ci- F� G � a liiti2€it .. w-) . J _ C4 ' s•. F L O��"� •9 4 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. N IW- a,cyY Q � E OU MN wt OY N � o 00 a) N N 0UJ LLLLa w Z S - s o N� o �s 1 W 0 2 m 2 LW M Z d N OU Z W 0 ❑ ❑ z N M 00 Z N z o Q J d � N� M Z aIlia o Q) (� Ill U O o Ln w w cn v 6 w � _ E 0 N M �91� ti o w Cl> 3 Z Z Q E =o >m Fes- (6 o E oa 00 O� °Q toL a C� Q p m `< o" > m J Q� �Z co o<o z a �w rn aLL =3 v 0l ov 3 N CD J >M Orn Nm c� W M (a O N Cr °o O V) >, N CD }+ 0 1 O V1 }+ O M O c6 m N L0 N Q CD N r 00 E M CO o z E O E o U m d Q p JOB NO: 23-00509 SCALE : AS NOTED SHEET NO. S5 J w 0 T3 N 4 0 v- a 0 N 0 M 0 0 0 I N C cCr 0 i Cn R N 0 i E co 0 x 9 i N LZ E2 U a 0 vI U .CD 0 -U J t n CV 0 0 a 0 hi 0 0 ¢ 'm v ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 i INSULATION — BAFFLE INSULATION PER — CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS / 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" OIC 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 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. SLAE MIN. PSI MAY VARY PER MUNICIPALITY c EC � 4' a, e e e. 11-11 I_ I=1 I 6x6 W1-4xW1.4 I I L_T—I I,—i rI I I —I I j WWF OR FIBERMESH I �ITiI I IITi�_� �ITi I II I I I (i FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH1- ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER J w PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 Cl) 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 w LAYER 1/8" THICK. �w —�INSULATION PER CHART ON FLOOR PLAN B R S ETAL SEAT O R FELT TAPER FOR MOISTURE BARRIER STD, 90 NOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M U 4"x4" INSPECTION PORT AT w 0- EACH FILL CELL TYPICAL °- AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE tr FINISH GRADE 00 .. n e eQ I. e _-- 1-iTf=T1 rr 00 ° a ° 11=11=III—III - I J1 III-1T_I= e' , I IIIIIII .- „I I I I, , .III- III" `�-STD. 90 *HOOK (3) # 5 REBAR ON 3' CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION REV. 03.16.21 SCALE: 3/4"=1'4" SIMPSON LSTA24 STRAP w/ (8) 10d 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 hi / 2nd FLOOR WALL — *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION SCALE: N.T.S. @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER ATE WI O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" 0. C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS KN"*� SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING 71 TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. x4"CROSS BRACE @ SIMPSON HETA20 w/ (8)10dx1 1/2" 2 48" 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 CONNECTIONrR 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" 0.( PRE-ENGINEE FLOOR TRUS,E 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 U INSTALLED PER. MANUF. c SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK c 15/32" OSB l EXPOSUREI bN lix F_ SHEATHING 41— PROVIDE 7D BLOCKING AS REQUIRED PER o SECTION X-X IF uu NOT FULL HEIGHT SHEET- coC z G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI F FF SHEATHING w SOLID Zx C BLOCKING @ ALL C SHEATHING 0 EDGES (SEE OPENING SECTION X-X Lu a. 0 C x it w 2x STUDS w BEYOND, � SEE PLAN O O 00 �2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM FLOOR CONNECTION B MASONRY 1ST FLR. SEE J/S6 S6 3/a" SPA NAIL 3ra" @ SCALE: 3/4"=1'-0" SPACING FOR ADDITIONAL INFORMATIONS 3ra'1/2 S 1/2° S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION ClS3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ 2x BLOCKING HORIZONTALLY GARAGE SIDE 1F APPLICABLE @ INTERVALS NOT 5/8"DIA, x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 1Od 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD F(MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH V. •�°. • .e d. A°. a '. .P° - °. .. , a° III— *e . ° TTTI I II I I I ICI II 711.1-11 II II I �I I I-f-(3) #5 CONT. ON 3" 8" 1'-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2—STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X sF p�Noo� �N 2x CRIPPLES @ - 16" 0°C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES, A MINIMUM y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END a Lu JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT — PENETRATE SURFACE MORE THANy". rn ? (Z) NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL C7 © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL z u-7 © NAIL OPENING PERIMETER wr (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 Lu OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. Cn STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J in O w/ 8d COMMON NAIL w ,? O O PLYWOOD SPLICES @ HEADER -NAIL SHEATHING TO HEADER J >. Q O C w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. Q fill-O�(n F m U_ X ~ G (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w 0 O MEMBER IF GABLE END LL NOTE: 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 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) 2xSILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE op"�rF,4i FLOOR TRUSS / BEAM SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL rM S6 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 e .CC .. . A. % v i e .e °° e" ° III —I I i—I I e` e 9 ° -1 I I —III I G, .ICI, it _ =1' (3) # 5 REBAR ON 3" CHAIR 4" III -III V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING 8d NAILS FOR WALL SHEATHING MUST BE MIN .131 X 2 112 DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'4 (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3 (2) (2) (1) LSTA30 9' 16' (3) 3 (2) (3) (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 I— 00 r T1 @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. V S6 !V CV Ln CV R Q � ME PLC:. ci a cv C119 -o co >< V! N O 6C3 E w c d U a � 3 � L is w tj e�W � . u i d C d y •c T c E ca o U o y pp pF 14 • ",t., ,. �^ C, To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N rivm o I a N o MV N O co i5 s C '? `n °°°o m -o # F3 M M V # u � a � u_Lu yF u (L uj Z c 0' o 11i 'm � o t; W ° mco J Z U')N Z Q F co J U0 a(V s r W ❑❑ � V M13 N M O z z o (D Q co M N z CD o f>3 'ter m ° U 0 N L_ N v , " U U c LIJ -_ E "a;"' .c 8 r U '0 m c ) ¢ ° ® ® r, o W C"> M J n ¢ p ¢ Z Z z w � E y zo oo z< a � EE 8 W z Z® o a I—(U (B CIL _ CI 00 o� o Wz o wz �t� U m� O m o O ?,z —' W. �z o H 003: T � �Z W CID <0 w ¢a =O o M `* ``�� ;o 3 zla o �C! 'M J O Mt N rn 12 10 0 C e) LO N o C) V J �, N m 1O � }� O O LL CO C)m co N C)d LID N N o T- 0 00 Cfl M o z Z EO N m D E ° a d U _j Q p � c JOB NO : 23-00509 SCALE : AS NOTED SHEET N0. S6 (MONO) I. - ---- I. _ v w 4- 0 N C2 D- 0 0 Ln CV s rn L0 0 I N v V) 0 Q N N Ca E E O S L O C N i 0 1Z E 0 U Cl- i a O 0 0 LZ N 0 i ZZ- N N 0 0 v SCALE: 4,, = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS \ 6' VVHLL SE FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN 4' AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER 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 SYP CUT TO FIT NRS IN WALL 2x12 SYP BEARS IN WALL x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C 2x6 SYP ROVIDE MOISTURE PROTECTION LZ ALL COMPONENTS 2x4 SYP BLOCKING IR TO CONC. W/ 4" X 2x4 PT NOTCHED INTO STRINGER FOR STRAP CONS @ MAX. 32" O.C. AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" ATTACH ALL COMPONENTS 1x4 GLUED AND / \ NAILS) OF STAIR TO CONC. W/ a' X \ NAILED TO STRINGER / 2 4' TAPCONS @ MAX. 32" O.C. / (I EW "A" SCALE: 1" = T-0" 10 SECTION VIEW "B" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 6", / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH t PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLUE — STRINGER CONTACT POINTS CTION VIEW "D11 SCALE: 1" = 1'-0" Z'" 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 SCALE: 1" = 1'-0" 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 8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER FRAMING 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILEDi NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCO2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUNED NOT TOUCH STRINGERS AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 11x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: " = 1'-0" 2x4 PT NOTCHED INTO ' STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS FSTRINGERS L— J' C�tt TILWLIlVli / FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" \ NAILS) SECTION VIEW "E" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS x GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING -- H SECTION VIEW SCALE: 7' = 1'-0" SCALE: 1" = V-0" 3/4 PLYWOOE ON DECK -2x8 SYP GLI AND NAILE1 FRAMING 2x4 DRAFT STOP 2x4 BLOCKING C ^I NOTE: 2x8 DRYWALL STOP NOT SHOWN TOP OF STRINGER — 2x4 BLOCKING FOR 2x12 SIMPSON A35 F— 2x4 PT UNDER 2x12 OR LSC EACH STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR GIRDER, FIELD VERIFY (2) LAYERJ" EDGE GOLD OSB OR PLYWOOD OR 1 a'X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: "' = 1'-0" CONN. TO BOTT, OF NEWEL POST PER CONTRACT 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 JED TO TOP PLATE CUT INTO RIM BAND, JED AND NAILED TO tRING WALL BELOW (WALL JOINT YWALL TO JER JOISTS) iL POST LET INTO !LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES H 2X STRING R 2X B OCKING SIMPSON MTS 2 w/ (14) 10d x 1 1/2" NAILS D OR 3 2X BLOC ING R RR L3;;d VARIES SECTION VIEW "H" SCALE: 1" = 1'-0" Colo c� 0 c� to c N -o as =o C W ca a rZ c' .rsmx _ <o C= ,- H C- Q CV ao CL) Y c c as CU 3 � I9 m as �a � u w c E ,a c a fill /s, 4�jJ�•P � -^ C r e h'J d ' `•,�r�� later ^y � � S 1 C`i � �`^ ���\°,``�` ell HIM, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 4 i Oc E Q p N (0 0� o s ���a �r`r` J J C JLLW Ca LL 33 �°° C L M 0 2i Y, j '@ NCO O ^ W C/) m x Z 0 N M Z ¢ r = O U o W ❑ ❑ U r z N 7 _oo 0 Z � N z o � <c N M (S o 4—d cn LU 0 � ,.L, g w wr U ... �w £ o Uo o ¢ m ®® N � ti O J W to M M J y ¢ � z z 4 � c E og z< E wz, r CL 5 a cocu o U op E CEO B L d O Wz 8 d z wz �w C c ¢ o om .0 z M a) J az � ¢ o� zz a o MEN C/J log az N W uly M Q O = o w w4 =ti ;o Mj 8 °3 O a 'M J O ai rn m (D CM to O L0 : LO N CT .. o J O L r' Co O LO O cc 04 mO CD O LO N Q00 E «:1 E (D r O Z f0 Z � E O fn f M E d U J Q J JOB NO: 23-00509 SCALE : AS NOTED SHEET NO. ST rn J W I 0 a N v V)) 0 r� L cV J LO 0 I N O E Cy- Q N 0 i a E W 0 O In I.L 4. U O C 0 vi U 0 i a 0 0 9 LZ N 0 S 0 a M O� 0 0 m 0 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER P.T.TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. tlM APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 1x4 P.T. 3/16" 0 X 3" LONG FURRING 3-114" LONG X 3/16"0�. �; , FURRING TAPCONS � � FURRING 2 ROWS 3/16 x 3-1/2' ' ' '� TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL 1x8 O.C. 2-ROWS INTO P.T. FROM EACH END w/ MINLL. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NAILS �� 3 DETAIL 1x4 P.T. & 1x8 P.T. GGE D 12" 0 C STA RE @ . 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN, TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. �_ (2) ROWS 3/16" x 3-1/2 x 3-1/2" TAPCON @ 16" 1x4 O.C. & 4" FROM EACH TAPCON @ 16" O.C. & FURRIP 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 n.. I••1CT A l l n 1 /A n I'1CT A l l STAGGERED @ 12" O.C. 1-1 /d" nPTA I I BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGSf CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4"x 3 1/4" TAPCON (1 114" MIN. EMBEDMENT INTO BLK.) 1 X4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4)10d NAILS INTO \ — BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. \_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR—( INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX In SOLID BLKG. AT TOP BTWN. p ARCH BLKG. & BUCK I►�:�iT.aalsl>; P► I x��ti] �iZy :/ 2'-0" WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. - �1/4" MAX EMBEDMENT INTO K,) �r Z-O" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING 11-1 BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)1Od PROVIDE 2 x 8 DIAG. BRACE BTWN,,,, NAILS AT EA. END 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) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN, OSB ARCH FACES W/ (4)1 Od NAILS EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL K SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 3 1/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAGONAL 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. RAID SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAID. PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REB (TYP,) STD. 90' HOOK (l +5^ NOTCH WEB AT FIRST 2 COURSI ""' .. ,APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT W/ (4)1/4"x1 1/2" SIDS SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY 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 (5)12d NAILS SIMPSON 2X6 TO 2X4 H2,5A w/ (10) 8d NAILS 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 JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH —� IF TRUSSES USED) W/ (2) #6 X 4Yz° WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY KT SCALE: 3/4" = V-0" Qs") r. i i `— FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS R rHE S FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE PER PLAN F CHANNEL, FASTENED PER NOTE 2 BELOW CONT 2X4 NAILED TO BLOCKING w/ 2-12d NAILS (*") #5 REBAR (TYP,) 400 t TD. 90° HOOK (TYP.) 0 SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE / C� STRUCTURAL SOFFIT / SFO 1 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE'IS" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP & MID OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6-0" 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 ItP. REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT T�lf D° °riTill PRESS PANEL REINFORCING INTO PLACE. �;:`:;� MIN. LAP SPLICE W/COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL '... :;:;':-.,.,6 REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT GRADE FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP D ° G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE c.i ° o REMAIN FREE OF MORTAR. NOTE: "' z - H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r g • t, TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16"MIN. (1-STORY (3) #5 REBAR. (2-STORY) ) ( - 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20"MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. ZX +7%4- + + \+ TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL- SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 9 * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. O`FNOTN (2)1 Old NAILS @ 8" O.C. TO TRUSS TOP CHORD + PLYWOOD SHEATHING + + + BLOCKING AS + REQUIRED TO + + SUPPORT SOFFIT / CENTER SOFFIT PRECAST LINTEL �1J SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION rM SCALE: 3/4" = V-0" SS cr=F'ZI IPPT nq akin SIMPSON HTT4 w/ (18)1 Od x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE:'-:- - 1 NOTCR @ FIRST COURSE *441 z 0 V) M J_ 0 w a J_ M Q Cn 2"x BOT. PLATE W/ (2) 10d @ 6" D.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB TAL SEAT PLATE NOTE: LAP SHEATHING TO OBOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/4x1 1/2" SIDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1st 4 COURSES SOLID W/GROUT a .a FOR OVERHANGS BETWEEN OVER 1 1/2" ' CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ° ° a'�' " •. OVERHAN a: d RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 11-011 51-011 HF SCALE: N.T.S. As° >;. #5 BAR D. 10 ° ° CENTERED W/ 6 • 9 H IN TOP b ° KNOCKOUT/ N ° CHAIR BLOCK MONO FOOTING s i SIZE AND REINF. PER PLAN • AND SECTION DETAILS - CLEAN FILL ° DIRT �' Z °• ° STANDARD o R 917 HOOK _I #5 BAR IN _ FILLED CELL, , STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION, EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY /•1\ it C../_•i I1,1 nn\1/� 4" SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. S�*•I ►O c 0 cc > W O. = O u n.L" o �C.,e.4 m u •y p N t N p m fl W U .--s Q a 6 3. 3 B i;: a,°o CID ,,z1 is1111811 rr./'mom h. O p E ° � 0 F � S i O ,�'�� 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+p_ M W E 0 0 m In N r �€ w ��LL LL o- k Z _ w a co C: 9 0 O ' ii CJ W W (00 2 m LL 0 J N Cl) Z O U U O Z W ❑o z N M < g o ad J ti V) z a � V — g 0 V) V) o wo IC to U ,., E I x� U °� N O, o ti 0 J Z M M J " ¢ O Z Q =o p o� z© CIO 00 a E 0 �_ 01< a0 i wg °� z �w L m 6 ❑ ZZ m o 7M m O Q W n g9 Zz ° az �w O M 5 g a I tt wa 10 a d- oIa o r Z4 U� Tp J >CM 0 m M LO N .Y O O U) +-' 0 L n `'� 0 LL � c O m N O IM LO N Q o N r 00 C � z0 (0 z E E O T �, r_ c @ a E U _j Q p JOB NO : 23-00509 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONY. FRAMED RIDGE ED BE NAIL (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY MIN. (4) IL WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. D6 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS VV/ L-IV\,i`W "P %'lI A\VVV VV Lu 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 U PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ---LWOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE EXTEND FOUNDATION PLAN SLAB 1 1/2" (2) #5's CONT. T&B w/ 4„ #3 STIRRUPS AT 4'-0" TWHEN DEPTH EXCEEDS 30" GRADE V-4" ILL 15 PORCH S SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX 2X4 CONT, AT T & B CHORD WOOD TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM * * 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'4"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING r3 SCALE: N.T.S. PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO, NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP 2 �rd W ., - = 4" U) -- Z cn Q J PORCH SLAB SEE c� d FOUNDATION PLAN w X w¢ cn � ' Z (2) #5's CONT. T&B .< _ z W/ #3 STIRRUPS AT N _ 4'-0" WHEN DEPTH EXCEEDS 30" LOWER OR GARAGE SLAB V-4" SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. 2X4 STUDS W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. SEEROOF 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. N TRUSS G.T. ---- ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER A USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. z 0 w J w w w On WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION SEE \ PLAN EXTEND SLAB 1 1/2" - - (2) #5's CONT. T&B w/ 411 - • #3 STIRRUPS AT 4'-0" PORCH SLAB SEE WHEN DEPTH FOUNDATION PLAN EXCEEDS 30" GRAD — N cz A L 2 ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN O FOR COLUMN INFO WOOD OR MASONRY INTEGRATE M KNEEWALL IN MAIN HOUSE REQUIRED t MASONRY KN COURSES w/ W/ (1) #5 CON T ASONRY ABOVE MASONRY TO CMU BASE OR PIER SEE FLOOR PER ELEVATION IF PLAN FOR COLUMN INFO EE WALL MAX 3 TOP K.O. COURSE CMU BASE W/ (1) #5 . FILLED CELL VERTICAL EACH SPAN MAX 6'-8" CORNER FILLEDAk I I MAX 3 SOLID. SEE ELEV. COURSE FOR BASE SIZE (3) #5's EA. WAY 80 8" SLAB O PORCH SLAB SEE Ak FOUNDATION PLAN LEVEL - v, :. (2) #5's CONT T&B w/ - _'' z TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" SEE CUT CONTRACTOR T#3 STIRRUPS AT 4'-0" '- O INSTALL SECTION FOR ' • I � MIN 3" x 3" WEEP HOLE MORE INFO WHEN DEPTH ALONG w/ PITCHING SLAB EXCEEDS 30" V-4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL �16 SCALE: N.T.S. SIMPSON LSTA18 w/ (12) 1 Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFO EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ - - (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION aC� FLOOR CONNECTION 22 SCALE: N.T.S. iIMPSON HUC410 w/ (14) 6d INTO HEADER & (6) Od INTO BEAM - SEE 2001` PLAN FOR MORE NFO SEE FLOOR PLAN FOR SEE PLAN FOR CANT. 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 OPTION A SCHEDULDE/ON PLANM OPTION B CONNECTION I NFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A r A SEE PLAN FOR TOP OF JEAM R SEE PLAN FOR W CANT. IF INDICATED CORNER 'I —SEE FOUNDATION PLAN FOR MORE INFO 5" �X COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. 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" 0. 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 NAILS TO LEDGER AND J/S6 FOR MORE INFO. 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 s SCALE: 1/2" = V-0" %2' CDX PLYWOOD OR Y/6" O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES — SEE PLAN MAX. 24" STEPS SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP ° GARAGE OR LOWER SLAB SEE PLAN COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. RUSS/ TOP WAI YSEE 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 2„ J-BOLT OR %2 TITEN HD ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT a a A° a ° ° p° A ° MAIN HOUSE ° e SLAB .6 �. . 4. (2) #5's CONT. T&B W/ #3 STIRRUPS AT a 4'-0" WHEN DEPTH EXCEEDS 30" 14 e ° e • 4 A�L ° d V-4" SECTION GARAGE MONO 21 SCALE: N.T.S. rn C* N 0 o� i V t7. n CZ =gym .: C �- 6- y C Nx d g= decc i ti5 d 69 SS = � > � . rz C a a ...••'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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. ,gyp . BSc E i' W IW- o E o co 0 N o I 0 s�Co 4 ;i Q C J LL w LL — O a- Y s a9 Z o IY. 'Co N o2 CO W r, rn W Co. co M Z co a �n N O U U O Z W ❑ ❑ M CMV M z 0 z J in N z via Cz tO �, o Y I (may N �N w �C5 = In v ai cr r ,rLLJ= E 9 w s I� o rn e i-4 M CD w Z M O Q J W E oo <o a o z© <z i— r0 g o 00 OG z E � U p < Lr ' r =o WI 0< 0 O O U Z F m J m ¢ w ¢� �z co3 0< <g w a a� oLL � � m �� _ _C) v z`Q o 3 2O = ` J >M 0 m ro � M NCL ^ � O Q Y / / O C° r1 0 I� L0 m -14 O � M O 00 O 0 Ln N Q 0CN o T" 00CN E � ° m 0 w r Z Z E In `N 2 d U q p JOB NO: 23-00509 SCALE : AS NOTED SHEET NO. D1 (MONO) TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" SEE CUT CONTRACTOR T#3 STIRRUPS AT 4'-0" '- O INSTALL SECTION FOR ' • I � MIN 3" x 3" WEEP HOLE MORE INFO WHEN DEPTH ALONG w/ PITCHING SLAB EXCEEDS 30" V-4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL �16 SCALE: N.T.S. SIMPSON LSTA18 w/ (12) 1 Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFO EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ - - (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION aC� FLOOR CONNECTION 22 SCALE: N.T.S. iIMPSON HUC410 w/ (14) 6d INTO HEADER & (6) Od INTO BEAM - SEE 2001` PLAN FOR MORE NFO SEE FLOOR PLAN FOR SEE PLAN FOR CANT. 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 OPTION A SCHEDULDE/ON PLANM OPTION B CONNECTION I NFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A r A SEE PLAN FOR TOP OF JEAM R SEE PLAN FOR W CANT. IF INDICATED CORNER 'I —SEE FOUNDATION PLAN FOR MORE INFO 5" �X COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. 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" 0. 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 NAILS TO LEDGER AND J/S6 FOR MORE INFO. 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 s SCALE: 1/2" = V-0" %2' CDX PLYWOOD OR Y/6" O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES — SEE PLAN MAX. 24" STEPS SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP ° GARAGE OR LOWER SLAB SEE PLAN COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. RUSS/ TOP WAI YSEE 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 2„ J-BOLT OR %2 TITEN HD ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT a a A° a ° ° p° A ° MAIN HOUSE ° e SLAB .6 �. . 4. (2) #5's CONT. T&B W/ #3 STIRRUPS AT a 4'-0" WHEN DEPTH EXCEEDS 30" 14 e ° e • 4 A�L ° d V-4" SECTION GARAGE MONO 21 SCALE: N.T.S. rn C* N 0 o� i V t7. n CZ =gym .: C �- 6- y C Nx d g= decc i ti5 d 69 SS = � > � . rz C a a ...••'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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. ,gyp . BSc E i' W IW- o E o co 0 N o I 0 s�Co 4 ;i Q C J LL w LL — O a- Y s a9 Z o IY. 'Co N o2 CO W r, rn W Co. co M Z co a �n N O U U O Z W ❑ ❑ M CMV M z 0 z J in N z via Cz tO �, o Y I (may N �N w �C5 = In v ai cr r ,rLLJ= E 9 w s I� o rn e i-4 M CD w Z M O Q J W E oo <o a o z© <z i— r0 g o 00 OG z E � U p < Lr ' r =o WI 0< 0 O O U Z F m J m ¢ w ¢� �z co3 0< <g w a a� oLL � � m �� _ _C) v z`Q o 3 2O = ` J >M 0 m ro � M NCL ^ � O Q Y / / O C° r1 0 I� L0 m -14 O � M O 00 O 0 Ln N Q 0CN o T" 00CN E � ° m 0 w r Z Z E In `N 2 d U q p JOB NO: 23-00509 SCALE : AS NOTED SHEET NO. D1 (MONO) 11.1 11'1°_ I o o• •0 ----------------- (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 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 IS INSTALLED). ' SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT 1 N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR JAMB STUD O SIMPSON SP2 w/ (12) 10d NAILS 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP O SIMPSON LSTA24 w/(18) 10d NAILS o. •a. o. o. o. o. o. 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 C o AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS (2) 2x HEADER G SEE PLAN �E 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. BASE PLATE PRE-ENGINEERED OF SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 EWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS 2 x 4 #2 SPF STUDS B O INTERIOR HEADER AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN EXTERIOR HEADERS E F TYP F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE g" 1 SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE 5 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 HEADERS END OF SILL (MAX. OPENING jXTERIOR () 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 SCALE: N.T.S. (2)- 12d GABLE END FLOOR TOENAILS 2x4 TRUSS SEE R/S6 FOR TO TRUSS TOP CONNECTION INFO TO MASONRY WALL BELOW AND ALT. BLOCKING INFO O 0 1. APPLY SUB LO FLOOR + © ADHESIVE TO 2x4 CONTACT SURFACE �A 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD JOIST SEE PLAN 8d NAILS @ 3" O.C. WALL SHEATHING (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIST END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) -10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. 111�j 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 (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS ND OF HEADER SEE Q/S4 FOR END (1) 2x SILL PLATE W/ (2) 12d TOENAILS. JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF - -"--SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL ------_NAILING SCHEDULE \ ` FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7) TIE BEAM 10d NAILS & (4) 1/4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER CONN. @ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/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 @ @ E EXTERIOR HEADERS FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET), TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, .'' A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1 /4"x2 1/4" TAPCONS �'' \ � . FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] 10 SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIC U.N.O. ON PLAN 2X CONT. RIBBON - TYPICAL BLOCK WALL -- (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITENS )R 2 PLY GIRDER CUSS. SEE PLAN FOR )NNECTION. =E PLAN FOR CONN. - 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS GIRDER/COL. CONN.@ 2nd FLOOR SCALE: N.T.S. EE PLAN FOR CONN. SEE PLAN FOR 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 it (BLOCK SOLID) SEE PLAN FOR I I COL. SIZE _ T = SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ .._ MIN. 6" EMBEDMENT (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 CONNECTIOI OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT CLIPS) NAIL BACK LEG OF CIPPLE HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUT; DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C. TYP T & B (2)2x#2 SYP U.N.O. 2 x CONT. T & B SEE FOUNDATION PLAN FOR FTG. REQ. 2x CRIPPLES TO MATCHJACK 2 STORY COL. @GIRDER STUDS BELOW SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2 WS 10d @ 3° o/c A kTFN �T O2 TOp TOP SPLICE 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 SCALE: N.T.S. JL DOUBLE 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @ 3" O.C. 11 (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. i BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE *PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER j (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) .°j A. -A. ADDITIONAL STRAPS —SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN — MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO — SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END (2) 2x SILL PLATE 2x STUDS @ 16" O.C. ALT. HEADER ANCHOR SCALE: N.T.S. �.r un d� � Z--W gam C CO Cj N mat a `a- Li �o L CC C14 CD CD CD d��a C= s C �_ ca V ���Illrrrr OW =� •• ij •�� �� �.,• F L 0 ; p�e5S1pNP\�� /IIIIII'k00`� 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 Engineer's signature and seal. :_ >w W N 'Ri•.'.'1 Q E oa O - U� h O N o .3 u) N M y '4'ir �ii F a Qj M 40' c 3 u. 3 T c mLLii , J w — a a W 7'�NCfl O W ° W og r O ^S U) _•?L, Z IL O J Z a N O U F, z i-'1;IY W } C-) o E] El Z N M og M E n a V 0 N �, o U) L 2I� #' Uo� • ®® Q N IIII� o M z9 o Z � � U_ C6 z o Zo QN Q o -1 wO Z® o 20 00 o o E �b °z w < o oW w in Cy Qo mo oK m °�' om <z - CA <� a oLL �z z 5zz az rn w� Mjo C` as O A< U? C:O s = ` >M J o c� � M < N o o m a-•+ o LO O LL Y Cl)O Lfi CD E M 00 z z E •- a CU a E U _j a M Q p c JOB NO: 23-00509 SCALE : AS NOTED SHEET NO. D2 _ li I i I " h1mIIRI'°: 4"J THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF '' MASONRY WINDOW BUCK : 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE - BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure 1 resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape S DO NO" B0TT0 FLANGE r "^ WEATHER ✓E BARRIER & :ARILY SECURE SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN --, OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) ED FLASHING 4SHING WEATHER RESISTIVE BARRIER ©'EMN SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING - 1 G 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) itSELF-ADHEREDFLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED - SELF -ADHERED FLASHING FLASHING O 2 SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN 1'4' PER PLAN SHOWER SEAT SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER 0- LU d W uJ U W Lu 0 2 Cn DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED VNNDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD :LF-ADHERED FLASHING ETCH HERED FLASHING 1 2 4 5 PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in : 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means - BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. 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 other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 = inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703°7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade Q D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and RELADH ADHESIVE OWN)EASE PAPER TO contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved fleshings shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings s1hall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more the 2 of following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING �' 1.3 1.3. In accordance with other approved methods. INSIDE CORNER Li 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Conti nuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in putters. a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS NATU DO Ni DRIP ACCE SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) -o C DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB% PLYWOOD, DENSGLASS N, N, TRUCTURAL FRAMING TRUCTURAL SHEATHING TRIP OF SAF RAINAGE PLANE WRB ONO BREAK WRB F LATH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor - 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing -Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all C%4 co CV - o N N SO O s- N d. 0 iO Q y.w N � � d a 3 m d d .W � u u c r� y G- E n 0 M N 0 N �O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. _5 W v E 4 5 o � h - C V � to C? N o N � p,#, i//ii M V 4 ik lJi. LL .11 U_u_ J W w o Z m c o Z� day x Y�o conk; W co . O O c4 91 Z N o m � xsLL a o 0L) Q Z W rn ❑❑ z N z o� °g vv M -J o W 1 LL C.� rI u r6 ., OLL, Ln w v, U F-- m ELU yR � :E-: U O N c NMIA 0 N m ■ �m ti c7 y 2 z oS Z Z Q 4n3 LL �E _ E O Z Q ooa ? >- o Oa CL O E a x� a, w� UO U Q CO CD QZ K wZ c7 ¢� Z< .0 O m v oo Z >� <W S 3 10 �Z CID T w N r O m g ¢� hLL = r �- �3 � O mi v ola o O M J O 0 C'M n LO N o Y o C) d. CO = 4-1 O Ln LL O M O m N O 110 0 CV N O T oo N 6 E .T Cfl '- E 6 m Z iii r E y O 2 co a U °� Q 0 JOB NO : 23-00509 SCALE : AS NOTED SHEET NO. WP1 IWO Mounting Brackets (10 Gauge, +112'X4-012'it 12' tT Back Cross Support (May be cut to Ii ) S rs(nchtDr Schedule Bight Bracket (16 Gauge) ar�lts 1+2" Die A325Galir frx,l �ol I ' #14Self-Drilling p� gay r@WS ( A/C Unit Bottom Edge a • Hurricane Strap (Typical 3 in frcontp Washers� Ft Cross Support Self-4xkertg buts (May be cut to ) Left Bracket (16 Gauge) # 14 Sel%Oriling Screm Thru Brackets 8 Rack Cross Support Into AIC Unit Bottom Side (Typical! 3 each side for hurricane use) --r*xdic ulatalLitu n atnT€paruan err frio.. cl ride�J.t I-Iu1lo"so Aa aruvh . Fart d rASeal 'i}01*iaaxoavrilstiielufte""quot (ap*i Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 or 1 1211 MD21 5994 [ ,, pp -gig , Date Pending ftLe Two Version Manufacturer C at Entllneer&License Validated BV Valldated oubrithed FBC Approval Approved status Af rmallan 2020 Smart Vent Products, Inc, Michael Grehem Hermes F, Nano P.E. Locre Balyden P:E, 12mah?020 1218200 122&2020 Approved catenary: Structural Components 077)441-0368 PE-73778 (334)3W 1800 Subcategory: Products Introduced as s Result of info@sinadventcom New Terhnobgy C-pllance Method: Evai,,afim Report Isom a Florida RegisterodArchitect era licensed Florida Professional Engineer FL4lQJ9SPrad.0s - QualWAssurance AooroyedforUse Approved for Us a J.Da0 Design $eo # Product Model. Number or Name Protluct Dfla d trpn rrantract Emma o Data In HllH2. Outside H� Re,I,I nl Plinsurrr 1 6madVent Modal *1540.510 Dual Funcllcn Flood and Ventilation Vent 12/312023 Yea Yes N/A +100/-100 2 SmedVent Mrodel#1540.511 Duel Functlm Flood and Venigetion Vent 12/31Y2023 Yes Yes NIA -1001-100 3 C1nartVent Modaf#1540-520 insulated Flood Vent 1213112= Yea Yes N!A .100/-100 4 Sm.dVent MOCeI#1540-521 Insulated Flood Vent lV312023 Yes Yes NJA +1aD6100 5 SrrlanVent Moos #1540.524 16&qud; Geroge Door Flood Vent 12/31/2023 Yes Yes NIA NIA 6 SmanVent Modal#1540"570 Wood Wall Insulated Flood Vent 1 Yes. yes N1A -1001-100 7 amadvent Model#1540-574 14.5&qud: Gamge Door Flood Vent 42tainUO23 23f2023 Yes Yes NIA WA Code I'Vots Version Manufacturer Revl5lon 2020 Drexel Metals. Inc. Category: Roofing SulaCategory: Motel Rooting Compliance Method: Evaluahm Report from a FI ride Registered Arehl ed or a Licensed Florida Professional Engineer rt,mzsr9•r48 Prddue- Se Product Model Number or Name 1 Orex el Metnt Roofing Systems Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail EMIN or Contact Endinatr&Linens, Jason Shumate 21schairy R. Pnesi (502')303-1511 PE-74021 )shumat. Q drexmal.corn Product Daeorlotloo OMC 106NS, OW 1506S, DMC 175S; DMC 2008. DMC 5u Valldeted 9v Locke Ra.•Men P.E. (33C=-1800 Page 1 el 1n412D21 Date page, Owe P4ndlna pg0 Validated submitted. P13C Aaoroval Annrovatl status 08T10/2020 (III 08/2W2020 10032020 Approved Dua&NASarlroace Aoormadforuse Aoprovedfor Use Impact CnIon Catthaid ase anon Date In W41; Outside HVHZ :Resistant Pressure 12131n= Yes No NIA +01-18o Florida Department of Business & Professional Regulation Page 2 o44 Building Codes and. Standards 1252022 Product Approval Application Detail Code Entity- Data,- - W Date Date Pendlno fig Terse version Manufacturer. Contact Engineer :&License Validated By Valldated submittetl. FBC Approval Approved Status Revision 2020 Therma-Tin Corporation Steve Jasperson Lyndon F. Schmidt, P.E. Ryan J_ King; P.E. 04/152021 1213112020 04r22/2021 OB/08r2021 Approved Category: Exterior Doors (800) 843762S PE-43409 (al 3) 767-6555 Subcategory: SWinging Exterior Door Assemblies sjasperson@fln r bu.co. Compliance Method- Evaluation Reportfrom a m Florida Registered Architectora Licensed Florida Praeaslonat Engineer FL020468•R5Pr6duota Quality Assu rance: Approved for Use Approved for Use D Impact n Des: _!� $ea a Rroduct Model. Nq.pi bet or Name Product Description Contrast ExolratI.. Date 1 HVHZ Outside HVHZ Rest Pressure 1 a. Therma-Tru Flber-Classic and Smooth -Star Nominal 89039;8 &quoQmpact&qua; Opaque 121312022 No Yes Yes NIA Composite Edge Fiberglass Single Door (inswing/Outswing; X mnfiguration). 2 p. Therma-Tin Fiber -Classic and annath-Star Nominal 8&039;8:Upottmpact&quot Opaque 12212022 No Yes Yes NIA Composite Edge Fiberglass Sngle Door with Sidelite(s) (InswingfOidi wAng; XO, OXcr OXO configurations) 3 c; Therma-Tru Fiber -Classic andSmooth-Star Nominal 6&#3$88;quotimpact&quot; Opaque 1213112022 No Yes Yes NIA Composite Edge Fiberglass Double Door Wth or without Sdebtes (Inswing/Gutswing; X(or OXXO oonfiguratans) 4 d. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#390 &quotlmpact&quota Opaque 12131/2022 No Yes Yes NIA Composite Edge Fiberglass Single Door swan/Outsw X flurninn) n Win t 9 g ) 5 e. Titer •Tru Fiber -Classic and Smooth -Star mallominal I 1 9 u � ;0 88rXi ,O &q a,lrrpact8quot Opaque 121312022 No Yes Yes WA Composite Edgar Fiberglass Single Door with Side its(.) (Insw N,4D.L ng; XO, OX or OXO configurations) 6 f.Therma-Tru Fiber -Classic and Smooth -Star Nominst86#39;0 Ilquot;lmpact&quotl Opaque 1213112022 No Yes Yea NIA Composite Edge Fiberglass Double Door with or Without Sldelites Ilnswing/Outswing; XX or OXXO configurations) 7 g. Therma-Tru FoervCWsalc and Smooth -Star Nominal 68#M9,8 &qu❑tln}oect&quet; Glazed 12131/2022 No Yea Yea NfA Composite Edge: Fiberglass Single Door (I ri-ire/Ouiswing, Xconfiguration) 8 h.Therma-Tru Flber.Classic and: Smooth -Star Nominal 6&#39,8&quot;lmpact&quat; Glazed 1231=2 No Yes Yes NIA Composite Edge. Fiberglass Single Door with Sidelite(s) (InswiilglOutswng, XO, OXor OXO configurations) 9 i, Therma-Tru Fiber -Classic and Snwoth-Star Nominal 13&#397,8 &quotlmpact&quot; Glazed 1213112022 No Yes you WA Composite Edge Fiberglass Double Doorwith or Without Sidehtes (Inswing/Outswingi:XXor OXXO configurations) 10 J.Therma-Tru Flber-Classic and Smooth -Star Nominal 8&#39;O Squatimpact&quot; Glazed 10312022 No Yes Yes NIA Composite Edge Fiberglass angle Door (Inswing/Outsvvng; X configuration) 11 k- Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&fr39,0 &quotl mpanoMquot; Glazed 12r312022 No Yes Yes NIA Composite Edge Fiberglass Single Door with adeide(s)(InsWng/Outswng XO, OXor OXO confgurd ice s) 12 I. Therma-Tru Fiber-Clasee and Smooth -Star Nominal 8&ff39;08,quot;lmpact&quoK Glazed 12212(122 No Yes Yes NIA Composite Edge Fiberglass Double Do❑r with or without Sldelites finswing/Outewing; XXor OXXO configurations) 13 mTherma-Tru.Flleer-Classic and Snrooth-Star Nominal 6&0398&quotlmpact&q0ot; Glazed Molded 12134P2022 No Yes Yes NIA Open Composite Edge Fiberglass Single Door (Inswin&Outswi g; Xconfiguration) 14 n.Them-Tru Fiber-Classicand Snwoth-Star Nominal 6M39;8&quotlmpact&quok Glazed Molded 12012022 No Yes Yes NIA open Composite psi. om site Edge Fiba lassan M Doe voth rig r9 9. Glazed Molded O pen Sidellte s Inewin /Outswi. . ld Open ()( 9 p9. XO-0X pr O%O confi urak'pns 15 o. Therma-7ru Fiber -Classic and Smooth -Star Nominal 6&d ,g &quoQmpactliquot; Glazed Molded 1213l2022 No Yes Yes NIA Open Composite Edge Fiberglass Doubt.D❑ofwith or without Glazed Molded Open Sdelites (Insw ingfOutewing, XX w OXXO configurations) 16 p, Therma-Tin Fiber -Classic and Smooth -Star Nominal B&#398 &qu t;lmpact&quot Opaque 12/312022 No Yes Yes WA Composite Edge Fiberglass Single Door with Molded e n adehte s XO OX or OXO Open gut -in : 9. ()0nswin lo O configurations) 17 q. Therma-Tm Fiber-Cassic and Smooth -Star Nominal 6&#39;8 &quotlmpact&quot Opaque 12/312022 No Yes Yea NIA Composite Edge Fiberglass Double Door With or Without Glazed Molded Open Sldelites (InsWirgloutswing; XX or OXXO Configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pA pp Pays 1 of 1 I WZ021 2W Penn? or Get g Data r Data PenNno aid. lYgt version Manufacturer .rg"ta_ct EnalneerA Ll e>ss Validated By V_syla_lSdS_rbm(k44PBd Approval Apf2[4Y@4 s_Ig1Ss Revision 2020 POT Indusides Jena Ros Al Miami -Dade 6CCO- DER Mlem Dede SCCO- VAL 11/192020 IDI=020 112412020 Approved Category, Exterior Doors (94f)486_0100 (788)315-2590 Subcategory, Sirdng Extedcr Dcor Auambh,s InosewiM(gpgtind-tress Compaance Mearpd- CertHeetim at or Listing Rt.'kSI A33 Pradlets Quality Assurance Approved for use Approved for Use rmtWet Casten sea u wo&,d "did. NL-b-w. Nams l�aduee Dostrlotlon ComractExplrarlon Dat, in HVHZ Outside HVHZ Resistant )� r, 9 SGQ5570(Large: Mae[. lmpect) Vinyl Slicing Glass Door 041f Ii Yes Yes Yes NIA August 10, 2022 PRODUCT APPR"OVAL SPECIFICATION SHEET(2022) t 553.8 and Florida Ad i Administrative Code 9B- lease provide the info atio As required by Florida Statue 42m n 7 , p p vi h rm r n and approval numbers on the building components listed below if they gill be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Cate 1. EXTERIOR DOORS A. SWINGING ThermaTru Fiber -Classic and Smooch Star I ONO PA>, T) FL 20461.1 +67,0/- 7.,0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL204 +67.0/-57.0 psf 12/3112022 Therm aTru Fiber -Classic and Smooch -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/ 48.8 psf 12/31/2024 PGT Series 5570 iNOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 Pella Corporation F L2646 C. SEC11ONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8 7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16 7) FL8248.10 +30,0J-33.5 psf 12/31/2023 Wayne -Dalton Serves 8 0/8100i8200 #1124 (15 7) FL824811 +34.4/-38,3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607t707t727,747rand 847 Single & Fairs of Doors FL11537.1 DIAL see inst sht 12/31/2025 2e WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60,.0/-60.0 psf 10/812023 PGT Series 5500 FL239,2 NIA 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0 -35.0 psf 6/1712027 Pella Corporation Pella 10 Series FL16603 +60,0/ 0.0 psf 6/2212023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351 A +55.0155.0 psf 2/1612024 Pella Corporation Series 10120 FL11161 +30„0130.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5125/2031 C. FIXED MI Windows and Doors Series 185 FL15349.1 ++60.0/-50.0 psf 413/2023 PGT Series 5520 FL243,5 NIA 413012025 Pella Corporation Series 10/20 FL8094 +50,0/-5.0.0 psf 7/1512024 Pella Corporation 10 Series Flange Fred FL16280 NIA 5/2512031 D. MULLION MI Windows and Doors Series 5764 FL153512 NIA 12/31/2024 PGT Series 5500 FL261.1 N/A 5/2612026 Er. OTHER 3, PANEL WALL A. SIDING James Hardie Building Prod, Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A 12/3112023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented ,Aluminum Soffit FL1+6544 R5 +4.2I-54.2 psf 7I30/2023 C,. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES OAF 3 Tab, Dimensional FL10124E1 NIA 12/16/2022 B. UINDERLAYMENTS Tamko (for Shingle Rib 151b Felt Underia went FL12328 NIA 6129/2023 Plyglass USA, Inc. (for Tile Roof) POLYSTICK TU MAX FL5259 N/A 121231202 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL1 918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 NIA 12/31/2024 Lomancof Inc DA4 Exahust Vent FL17202A +97,51-97,5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NA 12/31/2025 Boral Tile Saxony 900 FL7849.18 - FL7849.20 1N/A 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONS1 DMC 150SS, DMC 175Sq DMC 200S1 DMC 5V FLl7679.1 +01-180 12/3112025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL150716,2 NIA 12/31/2022 Shut ers & Glass All Americant Galvanized Steel Storm Panels F L17869.1 N/A 3 0 12/ 112 22 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 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL1 PSL7 LSL FL5527.1 - FL5527.5 NIA 3/3112023 D. MATERIAL Gast -Crete Corp.. High Strength Concrete Lintels NOA .20-0630r 15 N/A 9/11/.2023 Commercial Concrete Products, Inc, High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsit+e„ 1 ) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel of 3 1)252022 r' ,,�. -� '.� r„sa�^"`- �. cpyrs ,��,'� �''`"'' � s � -� � � a�., --a . : a.,5: �..'�...,. y'F �+..". -tY� �, ,�• £,_. ,..:.. .v✓`4�`°"uv``�4�`c's,`,r.:... ..I4-..�?".}%,-,-.!v�A���A, G � �,.s� .-. ,i�, C'sc....,-r�.�s.4 xa._..4,:;`�-.,,.'kr'..,i�„Y�Sae.,":,�t,'%.''";+'0:';:?;r..,,`r�°?a'�'�,.�.:K�.TT.t1s, z:7:w F �:.M"�-3?,,e.,.u, ,'&�a,� .�i-..-.,.�z'T^A�i2 ;'�`."-' Code Entity ar got' ,fig, Gets Rate Pena ira note Version Manufacturer Contact engineer& License Validated.By validated. Sulam fitted FBC Approval Approved Status Revision 2020 Therma-Tru Corporation Steve Jasperson Lyndon F. Schmidt, P.E. Ryan Jr King, P.E. 07/23/2020 07112f2020 07129=0 10J1312020 Approved Category: Exterior Doors (800) 843-7628 PE-43409 (813) 767-6555 .Category: Srvinging Exterior Door Assemblies sjateperson@tInson truoo Compliance Method: Evaluation Report from a m Florida Registered Archbactor a Licensed Flarlda Praressional Engineer FL#20470-IRS Products. . Quality Assurance Amemovedfor Use Aporoyedfor Use Impact Design Sao Product Motlel-Numbercr Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 1 a. Therma-Tru Fit, -Classiaand Smooth -Star Nominal 0& 139 S &quot;lmpact&qua; Opaque 12/3112022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door (In wNfOutsvnng Xconfiguration) 2 b. Themla-Tru Fiber -Classic and Smooth -Star Nominal 8&#39H,13 &quoklmpaot&quot Opaque 1213112022 Yas Yes Yes NIA Composite Edge Fiberglass Single Door with Sldelite(s) (Insw inglOutsveng, XO, OX or OXO configurations) $ G. Therma-Tru Fiber-Claseloand Smooth -Star Nominal 6&#39;6 &quot;Impact&qucl; Opaque 12/312022 Yes Yes Yes NIA Composte Edge Fiberglass Double Door with or without adelrtes (InsWrigtOubaMing; XX or OXXO configurations) 4 d. Therma-Tru Flber•Classic and Smooth -Star Nominal S&#M$0 &quot;lmpact&quot, Opaque 12J312OZ2, Yes Yes Yes NIA Oomposhs Edge Fiberglass Single poor (insAng/Outswing; X configuration) 5 e. Therma-Tru Fib-Cl .. I. and Smooth.Slsr Nominal 8&9S9;0 &quohlmpact&quob Opaque 12/3l/= Yes Yes Yes NIA Composite Edge Fiberglass Single Door With Sldelte(s) OnswinglOUtswing: XO, OX or OXO configurations) 5 T. Therma-Tru Fiber -Classic and Snowth:Ster Nominal 8&9390 &quct;lmpact&quct; Opaque 121312022. Yes Yes Yes NfA Composite Edge Fiberglass Double Door With or without Seielites (Inawing/Outswing; XX or =0 configurations) 7 g. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#3$8 &quotlmpact&quota Glazed 1.2131/2022 Yas Yes Yes NIA Composite .Edga Fiberglass Single Door (I mewing/Outswing; X configuratian) S hTherma-Tru Fiber-Cfassioand Smooth -Star Nominal 6&#39;8 &quot;lmpact&quot; Glazed 1213112022 Yea Yes Yes NIA ComptlsHis Edge Fiberglass Single Door with adelle(s) (Inswing/Outswng; XO, OXor OXO oonfigurations) 9 i. Therma-Tru Fiber -Classic and Smooth -Star Nominal ll&#338 &quotlmpact&quot; Glazed 12/312022 Yes Yes Yes WA Composite Edge Fiberglass Double Door with or without Sldeites (Inswing/Oulewing; XX or OXXO configurations) 10 i, Therma-Tru Flber-Classy and Smo❑th-Star Nominal 8&#3$D &quotlmpact&quot Glazed 12/312D22 Yes Yes Yes WA Composite. Edge Fiberglass Single Door (Inswing1Q.tsrvin9; X configuration) 11 k. Th9rma-Tru Fiber -Classic and Smoolh-Star Nominal 8&#39;0 xquot;lmpaa&quot; Glazed 12J312022 Yes Yes Yea NIA Composite Edge Fiberglass Single Door wAth Sidelde(s) (Inswing/Oubwong; XO, OX or OXO configurations) 12 I. Therma-Tru Fiber -Classic and 8moeth-Star Nominal UA39;0 &quoklmpsct&quot Glazed 12J312022 Yes Yes Yes NIA Composite Edge Fiberglass Double Dcor with or without adoitea (Inswing/Outswing; XX or OXX0 nfigurations) 13 m Therma-Tru Fiber -Classic and Smooth -Star Nomin216&#39;8 &qua; lrnpact&quW; Opaque 17J312022 Yea Yes Yes NIA Composite Edge Fiberglass Single Door tool aquotN❑o-lmpact&qua; Sidelite(s) (I nFAnglOutswing; XO, OX or OXO configurations) 14 n.Therma-Tru Fbar-Clasi and Smooth -Star Nominal 6&#39;8&quotlmpaat&quo1; Opaque 12/312022 Yes Yes Yes NIA Composite Edge Fiberglass Double Doorwith &quot;Non-Impad&quot; Sldelites (Inswing/Ou iew rig; OXXO configuration) - 15 o. Therma-Tru Fber-Classic and Smooti ear Nominal 8&#38;0 &quotlmpact&quol; Opaque 12/31/2022 Yes Yes Yea WA Composite Edge Fiberglass Single Door With &quotNon-Impaci&quot; adelite(s) (Inswingl0utswing; XO, OX pr OXO configurations) 16 leTherma-Tru Fber-Classic and Smooth -Star Nomine188#39; 0&quot;lmpact&quol; Opaque I213112022 Yes Yes Yes NIA Composite Edge Fiberglass Doubts Door with &quat, Non-lmpact&qua; Sid elites (Inswing(Outswl fig; OXXO configuration) 17 q.Therma-Tru Fiber -Classic and 8nmoth-Star Nominal 6&939;8&quot;Non4mppd&quot Opaque 12/312022 Yes Yes No NIA Composite Edge Fiberglass Single Door (Inswing/outswini X configuration) 18 r. Tmsmrla-Tin Fiber -Classic and Snpoth-Star Nominal 8&#39,8 &quotNoo-fmiPaa&quot Opaque 121312022 'Yes Yes No WA Composite Edge Fiberglass Single Door with Sidelite(s) QrewAng/Outswing; XO, OX a OXO configurations) tg s.Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;8&quot;Non-Impaot&quot; Opaque 12312022 Yes Yes No NIA Composite. Edge Fiberglass Double Door vaih or without Sidelites (InswAng/Outswing; XX or OXXO configurations) 20 t. Therma-Tru Fiber -Classic arid Smooth -Star Nominal 8&#39;0 &quokNon-Impact&qua; Opaque 12012022 Yes Yes No WA Composite Edge Fiberglass Single Door (I nsvmgl10utswing; X configuration( 21 u. Therma-Tru Fiber -Classic and Smooth -Star Nominal B&939;0 &quot;Non Impact&quot'Opaque 12131/2022 Yes Yes No NfA Composite Edge Fiberglass Single Door With Sidelite(s) (InswinglOutswing; XO, OX or OXO conflouragonst 22 v. Thera-Tru Fiber-Ce si-al Smooth -Star Ngminal8&i`X3g;O&qu,tNon-lmpact&qu t; Opaque 12Y312022 Yes Yes No NIA Composite Edge Fiberglass Double Door With or without Sidelites.(InswinglOut-0g; )Xor OXXO configurations) 23 w. Therma-Tru Fiber -Classic and Smooth -Star Nominal 0&11 &quakNon-Impact&quilt; Glazed 12131/2022 Yes Yes No NIA Composite Edge FiberglassSingleDoor 0 newngfOuaswrig; X configuration) 24 x. Therma-Tru Fiber -Classic and SmoothStar Nominal 0&9398 &quat Non-Impect&quot Glazed 12/31/2022 Yes Yes No WA Composite. Edge Fiberglass Single Door Win Sldellta(s) ((nsW NYOutsw itij. XO, .OX or OXO configurations) 25 y.Therma-Tru Flber-Classic and SmoothStar Nominal 6&#39;8&quat,Non-Impaa&quct Glazed 12/312022 Yes Yes No NIA Composite Edge Fiberglass Double Door with or without Sldelites(Inswing/Outs ing; XX or OXXO configurations) 26 z. Therma-Tru Flber.Classic and Smooth -Star Nominal8&#39;0&quat;Ngn-Impel&quote Glazed 12/31/2022 Yes Yes No NIA Composite Edge.Flbergloss Single Door (I nswrrglOutswing; Xconfiguration) 27 za. Therma-Tru Fiber -Classic and alloothStar Nominal SM39:0&quotNon-Impact&quoi Glazed 1213112022- Yee Yes No WA Composite Edge Fiberglass Sagle Door with Sidelde(s) (lnswdng/Outsarng; XO, OX or OXO configurations) 28 zit.Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;0&quatNon-Impact&quot; Glazed 12)3V2022 Yes Yes No NIA Composite Edge Fiberglass Couple Door Win or Without Sldelites (Inswing/Outawl'ng; X(orOXXO configurafi❑ns) Florida Departmeritof Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 I F=21 Code Entity or Due Date Date Pending Dire Tvoa Version Manufacturer C,�[atA EnoineerBLic-aft VaOdalptl By IrYal la! tl submitted FBCAoomval A Dived stales Ravlslon 2020 MI Winces and Doors &ant alli noer Luis Roberto Lomas Steven M. Urlch, PE 1ofost2020 10f062D20 10n9Rm20 IM5202G Approved Category: Exactor Doors 11171 365-3300 PE-82514 i717)317-8454 SubCategory:Slldlag. Exterior Door Assemblies mJtimgsrQamwd_com Compllariee Method: Evaluation Report from a Mode. Registered Architect ore Licensed Florida Professronel Engineer F LiN 3F-1'yS1PPodu^ts Quallri Assivence Approved for Use Approved for Use Impact V4_s10) $egg Protluct Model. Number or Name Product Description Contract ExObatlon gas in HVHZ Outalde HVHZ RQSII Pressure 1 SERIES 420ALUMINUM SOD SERIES 420ALUMINUM SGDOXO 122112024 No Yes No N/A 14&314&quol;x80&quol; NON -REINFORCED 2 SERIES 420ALUMINUM EGO SERIES 42DALUMINUM SOD OX, XO, XX 12/312024 No Yes No WA g6&qud;x80&quct; NON -REINFORCED 3 BERIES420ALUMINUMSGOREINPORCED SERIES 420 ALL INU M BGO REINFORCED OXO 12t312024 No Yen No NIA 145-.3/46quct; Maud: 4 SERIES 420ALUMINUM SOD REINFORCED SERIES 420ALUMINUMSGD REINFORCED OX 12/312024 No Yes No VA XO. XX908quot:t96&quot 5 SERIES 420ALUMINUM SGO REINFORCED SERIES 420ALUMINUM SOD REINFORCED XXX 1213112024 No 'Yes No NIA 143&quot;x96&qad; Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall PP pp Page 1 d2 102021 cat. Bart, o; Dpatg Ew- Cat, Pending note ZygQ Version Manufacturer Contact Mutineer& License Validated By valldated SUbM eel FBC Approval oVsd Status Rev�slon 2D20 Wayne-Oauon,a dWlslcl of Ovemiad Door oveyna um. John E. States Jeffrey P: Arneson, P.E. iD/122D20 09a92020 lormo20 12/152020 Approved Corporation a3D)763-8121 PE51737 (904)821-52M Category. Exterior Doors dkomish@wayna-da i' Subcategory: Sections Exterlor Door A-arriblres am Compliance Method: EvaWatipn Report from'a Fords Registered Architect or a Licensed Florida Professional Engineer PL#82484 iiProclUcte Quality Ainiaren, Approved nor Use Approved for Us, armed ❑ si $all # PLpduct Motlel Number w Name Product Description Contrast Exaltation Date n VN outside HVHZ RBSIMaut Pressure 3 80D0/81D018200 #1105 S&#39;Ms. wrdth. 14&#39; Max height. Glazing 121312023 Palo Yes Yes +31.00X35.00 available In too or uteonodifti section. 10 6000/61MO200#1123 1aMS, Max width. 148439; Max height. Glazing. 12TJ1I2023 No Yes Yes +30.001-33.50 avertable In top or Intermediate sedan. 11 800016100200#1124 16893S Max width. l4&#39: Max height, Glazing: 121312023 No Yes Yes +34,401-36.30 available In top or Ihanivadlato section. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pA pA Pei cf 1 I fiRD21 �",t 'i `�.- ^u`�. -"r 2- 3 r' ma`s.- -r '.T 3�. is �r✓:_,�5°„sx- '�'t z. =�"2,. '�- �' � '```�" `xq "�'�` `e x{ � r''` ,� tea. 7 > -��-not?-. w Cod. I Mity or Ewa i2&tg Date Pendlno -04to nW."' Version ly-rckdWrer COMect Enaineer$ License Velidateday iyalaatedSubmittedFBC Atoroyal Approve a orates Revision 2azo Curies Division otAADO Inc. ey Tom Ratt ILL LLC Tr Bishop. P.E. 12l1 on020 1v01f2020 Troy 8 D. 12QlM2o roved F`PP Category: Exlellar Doors t 641) 494-2813 i,as4) g47-0880 "Category: Exterior Door Components tcm.retteyQessaebtq,.co Compllancs Method: Certification Mark or Listing m E1.011S5741a Prodijaia Quality Assurance Aporovedfor Use Approved for Use hirliaCt Design San # ProtluG Modal. Number or name Product Dascriatmn Ca t act Expiration Data in HVNL outside NVH2 Resistant pfussure 1 607, ?07, TZ?; 7d7, T57 :7N and 847 Single and Psirs N Flush, GI-W. and Louvered singleand pairs of 12i3112025 Yes Yes Yes N/A Doors holldn metal doors. Florida Department of Business & Professional Regulation Paget ore Building Codes and Standards IW021 Product Approval Application Detail .,.,, �-u'"a.., -='.T v :.T� ^u "v 'i�,.;. �i k-= n? ....,�; ;Sfi... 'R. r-~5:;±7 .. ,.:: �'x- ,'i„. .• ✓...'�-. -� 1 .-a,.Y. a Coda Eadlt, V .F Date M Data Psntling nate If oe Version Manufacturer contact rx2tineer & Lltame y,Ildated By ^Itilded Submitted FSC AW.wd Aouroved status Revision 2020 MI Windows and Dears Brent Sltlinger American Architectural Steven M. Urich. PE 11/172D20 11/172020 1112712020 Approved Category; Windows t717)365-3300 Menufactirers Association IT1?)311-J1454 Subcategory: Single Hung hutlingar@mlod.com Compliance Method: Cerdtcaten Mark a Listing Quality Assurance A,,,,d fa. Use A,01-d for Use Imo tic, Oesl- gggg product Model. Nuanber or Rome Product Description contract Expiration Date In HVHZ outside HVHZ Resistant Pre isure 2 1a5 SH 52X72 FIn/Flenge Frame IG/SG Single Hung 101082023' No Yes No +60/-60 Laminated Glass W W ^^R O L C V U T� O M O O O W O U_ O > •/ / O O ^0_ V Q Z Z W J of C= N = CD tl� � d 97 CD W Qo i L _ t.;l des C �o sA 'a N Q � N m d CL t� a) �_ Q Co tU r4 afr as a w cot ap 6a C C= N G'� �E IId O fi v cn E _6­0 N z W CU O L Q O CL Q O n n, W UMCU W H O C0 W Q W W Z J Z Q J SHEET NO. PA 1.0. . IV VT 21. 0 � (1) I 12) C_ U) -FV (D _11�­# Florida Department of Business & Professional Regulation Page 6 of 9 Florida Department of Business & Professional Regulation Page I 01 Florida Department of Business & Professional Regulation PAR. 1 &I Florida Department of Business & Professional Regulation Poo I of 2 0 -0 > Building Codes and Standards 1125)2022 Building Codes and $tandsrds 1&21321 Building Codes and Standards irl.atl Building Codes and Standards I IU2021 = _0 Product Approval Application Detail - Product Approval Application Detail _____ Product Approval Application Detail Product Approval Application Detail L_ = (L) CL C) (1) CL C) L_ ;-",--", I-— -1 , - - - �__ � x - . � Code Entity 0 Date Date Date Pending Data - "I � ... " � Code I � entity ol- Date Dal. Col. Pending car. C M -0 0- I. ZM Version Manufacturer Go maid Iffirraineer-&I-camose validated Validated Burson rited! FBQ Appirl Approved Slate Cod. I Type version Manufacturer Entit, A, owe .Ma oat, Pendica A& contact End[,- 8 I.I.erise Validated BW Validated Submitted I'sOAtrionaval Approved atorlus 1"A" Code Vorearn Manufacturer entity" cnetoso 15M.I.S.&U..... voodialmd Rv DAI A99 Va. Pending I fitallam VA"'I'surd Suburemad FSAQ Amenwal Areteeid 1= Manor- Mommmucturour Cooled Erol Si I.J.-I Validated W Validated submitted FBrAprmaryaj Avarayiel status .15 '.4l.-, (D (3) R-ilicurn 2020 Therml C.rpooatkan Category: EAterikir Courts Sle-j-poraco Lyndon F. Soo TidL P. E Ryan J. King, RE 1 CY07i2021 (800) 643-762B PIE-4,540s) (813) 767-6555 0911 W021 1011 3=21 12115�2= Approved Affirmation 2020 PST Ind-Arka, J ... R--ld marri-Doul. 81-CO - CFR Mi.mi-D.dit 13CCID - VAL 11/0512020 1 I,D5QI)20 IVIV2020 Appr.,ed ReniIal. 202a Mil Windows and Doers BrentSitlinger American Arch luecomal Steven M. union. PE 1010EV2020 I11/0,1120211 1OMW202D Approved Roost- 2020 M1 Wind-nd D.- Brent SI A.,drao Architectural St- M. Won, PE lif2747020 11122QQ213 11,2812U20 Appocued 0 -I- U) a -t- Subcategory: Swinging F�terx,r Door Aas�smbfies aijasporsonothermattru.00 category: syrod- (941148"10V (786) 31 5�259(l Category: WiI (?17r 365-33M Mouroliud.rars Asoccultion (?M31T�8454 CAlogory: Windows MCaNtgory: Mod (717) 395-3300 M.A.iA.1ruml. Association (717) 317-s4n4 bolifingen@adord.- (D -0 U Compliance Method: Evaluation Reportfoorne m 8�11:Catisg.o,. Single ruing jr.owWQpgunduAm",c coo Subcategory; Horizontal Slider Compliance Method: Cortification Mark or Listing b,ltllngA,4.wd..- Complianer, Mvthodz Crolificstion Mark or Listing -0 Florida Registered Architect or a Licensed Florida C-PlIancas rirafluml: Coldific.tIon Mark Ar Listing I I I C 0 0 = -0 Professional Engineer I ft,*23 misiggi= 11, I I I I I � FIL015351-R8 Products I I rodloct. - L_ a) FU9046i.R7 Products I I I I Quality Assurance Ano-mradforiuse A-r-4 for U- ]-set [),at- I Appir-ciforthre Approved for Use lempse Domain $0,10 Product Modal. Number or Nam Quality A-eause Approvedfor Use Arronoved for Use ],-at ft.l." Product Descrictle Ce In KVHZ Outside HVHZ Fesistant Pressure 0 C 0 CL - = 3: 0-11hrAssurence, Aporoveallur-Use Aplippoedfor-Use Impact Deslain am# Procluet all Numb. orr Nam Product ossoripton Canfield Exalralim, crate III HVHZ Outsidit HVHZ liesional Proagur, I&A Pradi-et MAI Numbar 'N' Product up- had E'rounancor ,', 'inflem Can 1, WIRZ Quedil, HYSIZ R.Shotard P.... ritracippmIlDate 0 U_ - SL-q x Product Model, Num bar or Name Prod uct Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pro,sortins 2 G1,45500 (Large Mal. imp.d) VmA Smgl. Hung Wind- (i Yes yle� Y., PLA I HS 10 ro And Flange F 7,1.62 firsulated Glass 0211812024 No Yes No +5&-55 1 Iss PW 7S � 72 Insisted Ges. 04/0M023 No Yes No .60tes = :-� M M 1 a. Therms-Tru Fiber-ClArsoic and Smooth -Star Nominal OU39r,11 5quc0on-Impactilquot Opaque 1MI12022 Composite Edge Fiberglass Single Door No Yes No NVA 4- -0 2 b. Thorma-Tru Fiber 8mnoth�Slar (InewinglOutavving: X configuration) Nominal 6&#39;8 &quot Non-In-troacAquot; Opaque 1215112022 No Yes No NIA -D E -Classic and Composite Edge Fiberglass Single Door with (3) (2) L­ Lo- adelia(s) nswirgpOuteviing; XO, OX or OXO U) -II.-I (:L (I config-fi.n.) Lt.-- �5 a Tharme-Tru Filedsr-Claositand Smdoth-Star Nominal 6903D;g &qv.t;N.n,Impacd&qu.t: Opaque 1213112= No Yes No NJA cu -4-0 Fiberglass Composite Edge Double Door with or �_ C- U) I < ,kithoutSidefites, (Ins,moglOutrawing: )O(orO)= -0 . incirdfigunarriona.) 4 d. Thermoi FibeiroClaussic, and Smocim-Star Nominal 7&#39:0 &quoAt.Non-Imraact&quot Opaque 1213112022 No Yes No NJA Composite Edge Fiberglass Single Door (IrsnMing/Outavding; Xconfigur2tion) 5 a Thermor-Tru Ritual and Smooth -Star Nominal 7903S0 &quotNon-Impau,d&quat� Opaque 1213112022 No yea, No NIA Composite Edge Fibergla- Single Door with Sidefits(e) (I nswirgiOutsving; X0, OX a OXO 6 f. Therms-Tru Fiblar-Closso and Smooth -Star configurations) Nominal 8&#39;03quotNon-Impad&qucfl; Opaque 12�3112022 No yes No WA Florida Departmont of Business & Professional Regulation P.R. I of I Florida Department of Business & Professional Regulation PAR. I of I Florida Department of Business & Professional Regulation page I vri t Composite Edge Fiberglass Shga,Door Building Codes and Standards 115=21 Building Codes and Standards t.512021 Bui di ng Codes and Starda rds 102021 (Insoingloutswing; Xotiniguration) 7 g. Tharma-Tru Fiber -Classic and Smooth -Star Nominal 8&939;0 &qv.tNon­Imp.qt&quct, Opaque 121g112022 Composite Edge Fiberglass Sing to Door vath No Yes No NiA Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail scielite(s) Onswing/Outawng; XO, OX or OXO ­ --- ­ ­__ - 11 I _0 � 01 ,- I . .1 -7�'__ 1. 1 - . �. 11, " configurations) h, riber-Classio Smooth Nominal 6&#39;0 &quot;Non_Impact1quc(t, Opaque 121al Q022 No Yes No NIA 8 Therma-Tou and -Star Composite Edge Fiftergass, Double Door Wth or . .- ­� __ _. � Cod. sort, - 2111 Date usto Pondim [We Cod- ,� _1_. - �' Fntft,,r PAR. oat- oat, Paul vater - _' ' "' ' - Cod- Entire or 211 two Det, Prodire, 1101. 4 Without Sklartes (onswingliOutowing; XX or OXXO "Y", V"An Mamuflagluour C-t,At SmAiruse, & U-- validated Sl Validated suhnnitt'd FDIC Apprevol A-d 2tildia Tv". Vers- slionsuft,flurer cond.et Focjo."4 Licam.. Validated N VAII Submitted Fn Agormal A-soved States 7V- version Manufacturer cant engineer & U.,ruse, Vallilatterl I Valldithad Submitted FDIC Approyal Approved Zm 9 L Thermor-Tru Filber-Claousic and Smooth-Ster oarrigunitlant) Nominal 5039:8 &quot:INon4mpact&quot Glazed 1261�2022 NO Yes No NIA Affirmamoin 2D20 PST industries jenon-ald 1A."i-D.d. 2CCo - CER Mirmi-Oado SCCO - VAL 1110tif2020 I iW12020 I IM IR020 Approved Rin,mon 2020 Mil Wad -A and U.,, 12'ertsti"go, LuIP I Loomis. PF St- M. Urich. P5 100=21) 10M612021) IN10,12D20 12M5=0 Approved Antimatter 2D20 PST lowdrie; J.As R.."okil laamli ECCO - CEA N11-1-0.6. 9CC0 - VAL I 1Mr2020 1V05J2923 111`1112020 A)pr"d Composite Edge Fiberglass Single Door category: Wnd.,,,a (941)486-ei0l) (786) 315-25N Calog.ry: Wirl (717) 385-3300 PE�62514 (7175�1?4454 Category: Vince- (941)460-010D (70) 315-2590 ffnsivinglOutswing; X configuration) SuliCithagory: Fixed jr.ovskimpg4ndustfit,ae subCsteigI M.111-A birtilhearamival.com suhcauq.ury'� Mail- jrosowsidi%irgumdusuese 10 J. Therni Fdosr.Classeand Sirrourrim-StAr Nominal 6&#39;a &quotNon-Imp@ct&quI Glazed 12i3l r2022 Composite Edge Fiberglass Single DoorvAth No yes No N/A C,mplJame Method! Carldi,ation Mark m Listing - I I CorrjRflamur Method-. Evaluation, Report tgm a Florida Registered ArohifeAt cr� Licari Florida C-plio-o MMh.d: C.,U1I Mark A, Listing om Sidelfte(s) (InswInglOurtsoving; XO, OX a OXO FIL#243-RA I Porfe,axnal Engine,, f 11,1126111A13 Produl I 1 k Themil Fiber-Clasedc and Somooth-Strou, verfigurations) Nominal ts&#39:8&quptNon­Impsu,rt&quot. Glazed 1MV2022 No Yes No NIA Same product Model. Number A� Nom, 0I A.-ois A-asedfortlas houravad I Ii m,A,t Design Product Digieription Countract Expinition core in 14VHZ 0,14d, HVHZ Rearstal P-no PLAls3lisAg Poad,d, Sea# Product Modal, Nuffriber y Name Quaid, As-, Amor-dfortlit- Armorroad far U, lol Doodon pruSluct Description comirmt blairaton Q?Ak In HVHZ outside HVRZ Resistant pressure Z Composite Edge Fiberglass Double Door with or vAhoua Sidelftes (InowingfOutswing XX or OY,XO 5 PW-5520 L.g. Missile, Impact! . . Viny! liked Wind- 04MM025 You, YAP Y_ NIA Quattv A-- ' A-vadfortotia AmAriond for use Impact D.Allen I M.Illons forAll Doers an d Windows, Akjmlnum Millions )5�26r2t)23 yes Yes Y. NJA . wnfligurations) San# EoSi Model. No.b.r or Nam. Product D.-iotion ) Date "sniii �11202'4 In HVHZ ourbild. KVHZ R.Al.tarrit Presaging 12 I. Therma-Tru Pilb-Clossicand Smooth -Star Nounnal 7&#39;D&quoIrNon-1mpac ti Glazed 12131 t2O22 NO Y- No INA 2 s?a4 VoeinaliNuolin- M0.. No Yes Yes WA C,trnp000its, Edge Filroorgleole Single Door (Insr,mrug/O.tswing; X configuration) 13 m. Thorma-Tou riber,asuosicand Smooth-Stor Nominal 7SA5Q0&q..f:N.,-impoA,t8q..t. Glaz�d 12al=22 NJ. Yes, No NiA Composite Edge Fiberglass Single Door w . th Sidelite,a) 0 nswing/Oulsviing; XO, OX of OX0 conItipurabons) 14 A. Thsmoa,Tru Few-Clasuslo and Strucath,Ssar Nournhal 8&#39;0&quot:Ncn,.Imp.ct&quct; Gia2e,d 1213V2022 Pie Yes No NJA Z Composite, Edge FlIpargilosaSinglie Door 0nsWrgf()ut&w1pg; X configuesbon) 1 15 c, Themna-Tou Fber-Classiu and Smooth -star Nominal BU39:04quotblon-Impauditiquot; Glazed 1281r2022 No yes No NJA Composite Edge "iberglanesSingle DoorvAlh Sidelite(s) (InaWnreCuiswing; XO, OXor OXO Florida Department of Business & Professional Regulation peg. I or I Florida Departmenit of Business & Professional Regulation peg. 2 or 2 Florida Department of Business & Professional Regulation PA9.1 &2 is p, Therma-Tru Fiter-Clamoilc2nd Smooth -Star comfiguraltions) Nominal 6&939;0 &quot;Non­ImpacsAuot Glazed 1213112022 No Yes No NIA Building Codes and Standards 102021 Building Codes and Standards lafflQ021 Building Codes and Standards 1111=21 C;crTposi Edge Fiberglass Double Door With or without sidtliteo, (InswinglOutgoving; M or OXXO Product Approval Application Detail Product Approval Application Detail Product Approval Application Detall W nfigurationa) 17 q Tharma-Tru Fiber -Classic and Smooth -Star Nointrial 58#39:8 8quotNon­Impacl,&quot; Opaque 1213112022 Cornposits, Edge Fiberglass Single Door with No Yes No NIA ­ ___ "'I - V - - � I—,; - MEN---;-uW_W_7xj'K­5'g , � � . . . . . "I 1, ,- '_ � " -, ­g"g, -1 ! - _,s,', ta- � ,Z� , , k,,'�'g , . � X?s,.'_.11i_. 7 h" ­'1­.'$ -'l,W'!1 I - Transom (InnetorigiOutswing; OIX configuration) . - '� - I N'Mwi - �� , I � ­_ -_ s� 4�_ - � t�' H 16 r. Thernal-Tru Fiber�Classicand! Smooth -Star Nominal 88#39:8 &quatrNon-Impactsquot, Opaque IM112022 No Yes No NIA Code Entity or 291i Date Data sondim Data Code wity RM Da"t Me plundim Date C-411% Enurty ar- Dot. Dat's Data ?,,,A- [me C-potob. Edge Fiberelsous Sing Is Domr �hffh Sid.ifta(.1 and Trans- �mlow.9fOutsWing: C1XC. O/OX or OtOXG courfigurationt) . T­ Y"Alon alsolufoch.- Rart.l.. 2020 James Handle Sulking Products. re. Category; Panel Walls candPot Enodri License, Validated By validated ,submitted fBCA,,-1 Ap-Ad Steus Chad Dol V. Andrew To. Joh n sourthaW, P E. 010!1`2021 i2ti 01,06,2021 col FMC Appir, (909) 645-8359 PE-81862 (352) 367-2526 TVAP V"t- laamiifai�tu­ RP,Aoi- 2020 AII CAtAgrar. Panel WARP Contact Ermignilar K Licarsur Volimod By Nick Th-p- Lyndon F, Schmidt. P. E. Ryon J KJAgj P.E. t330) 922,2385 PS-43409 r913.) 767-6555 Validated S,linsiftad FRC Am -al ft-oad olitallum OWIM2021 02fl5/2021 =22:9021 041312021 Appo-d TVDO Versdoo Manufacturer ReAsion 2D20 GAF Category; Fleeing Contact Istatil a U- Validated BY V.11alliked Submitted PSCApprowl Apo-od Status Michell Sian Robart Neran- John W. KA-,idh. PE OD26/2020 092IT2020 10102(2020 12i1512020 Appr-d (81K) 705-341 i PE-19166 (054) 772�13224 10 9. Therma-Tru Fber-Crasaic and Smooth -Star Nominal &s#39;88quotNon-irrpact&quot; Opaque I2031/2022 Composite Edge Fiberglass Single Door with No Yes NO NJA Subcategory. Shbig .h.d.dI-ks@j.nn.h.rdi subcategory. soffil. nihornp-n&I,d-Arn Subcategory: AsphatShIngles nost[oliggarfoom mi adI (IA­An9iO.tgWrT XO, OX or OX0 Compliance Method: Evaluation Report from a e.c.m Umpls ... M.th.d: Elourion R.ptAt from A Compliance lsl.th0c� EuPoPtIon, Report from. Ccnbr�ou. Head and SIR configurations) Florida Registered �chlt.ot cursi Licensed Florida Fiords RegstAred Architect or. Licensed Florida Florida RagostersdAroltoot or a Licensed Florida . 20 t. Tharmt,�Tru FIber-Classo and Smayth,St2r Nominal 8&,139:0 &qum,�Nrm�ltriparttRojmtt Opaque 12t3112022 No Y.. No NJA Professional Engineer P,.I.Paxtral Engineer Professional Engineer Composite Edge Filawgiass Single Door with I I I - - I-, St"ise(s) (I roswng/Outerl XO. OX or OXO FL413ift.Rg P,,rush, I I I FUNWT-95 Producing, I I I e I I � FL#1111124-RU Products I - '� Continuous Head arid Sill configuration.) Quality Assurance Amarevoill four Us. Aupproyad fair U, Impole; Doman Qualil, A.- Approved for Ule ilmor-d far VA, Im-M design Quallity Aratmones, Approved for Use Arapurpurd for use 1`mDW I�usslsrn 21 u. Themna.Tru Fro -Classic and Smonth-Star N criminal 6&939,8 &ou.t;N.m-fimp.ot&qmot; Glazed IV3112M No Yes NO NJA $04100 Product Model, Number or name Product 00=10110 Contest Fx"- 12WO In WoNZ oultade HuNz Resistant Pressure San A lor.dust Modal, Number., No- - Product Desorption C-nar ati Esplostion Dot. hl HVKZ OLAAW. HVHZ Resistant Pre.-. Sao# Product M,*L Numbe- 14- Prol-ot DreseTtetion Cortrad Expiration Date In HVHZ Outside H Resibstimit pres- Composite Edge Fiberglass Single Door wCh SdNke(&) (Insi,olnglQuIonsing; XO, OX or QXO I Cempeink Lapeding libe-meat I.p.idng Ini/2023 Yes Your NIA N/A I a. &quoc.21­��.quet: eoffit Vent or Sold Vinyl Soffir 12131,2023 - - No Yes No N)A 1 GAF Aophalt Roct'Shingles Floerglase mintaned ?Amb. laminated. SABI, amol 12M6,2022 No yes MIA RIA � Continuous Head and Sill configurations) 2 HanApPlark Lap Siding Illo-mott lap.ldng iMI12023 Yes yes N A WA 2 b, &q..tAfl­P T4&q..t; Sol Vent or Solid Val Soffit ID31=23 No Yes No NIA IdipIddig. Asphalt lhikgl.� I 22 v. Therm.-Tnu Fiber-Cle�sic.md Smocrin-6tair Nornmal 8M39:0 &quo0on-Impaot&qqot: Glazed 12121112022 No Yes No N/A 3 .. &Wc:Gr.orbriar Vintsige 3.sdI Sent Vent or Sold Vinyl Soffit 12131r2023 NO Yes NQ NJA Composite Edge Filberp Ia. Single Door with 4 d. Lq.d;D5&q.ot' son Vort or Sold VW ,Wt 12r3i 0023 No Yes No NJA I Sidelits(s) (In­AhW0.t.IMog XQ, OX or QXO 5 .. &q.cl�Ch.rtsl DAlkajuat; Soffit Vent or Solid Vinyl Scott 1213. No Yes 14. WA I M 0 I= t. Continuous Head and Sill configurations) 6 F. 8q..oS.ps,,9pm&qu.L; Saffit Vent or Sold Varyl Wit 12131,202S No You No NJA C%j . - 23 w Therms-7ru Fiber -Classic and Soropilb-Stor Nominal 5&00;8 &qvc,t;Non-ImpacAquot: Opaque 12131112(022 No Yes No NJA C= I Composite Edge Fibeirglaes Door Panels with Vented I C%j UJI Siddirbo(s) (Inavingi4Dutrowing; Xy� >D(X or XXXX _= 11 configurations) LO =_ '* - T_ to 24 x Therma-Tru Fiber-Ciassio and Smooth -Star Nominal BUSI 9quoltNon-Impasotaquot Opaque 12n1i'2022 No yes No WA Composite Edge Filbmg aso Do., P.-I-Ath Vented 1 11 CC'4' Sclefire(s) (ineWrig/Outswing, )Ck )VX or X)= CM - M W 03 config.rati.m.) _= :.< 66 Yes No N)A 0Z . = C2_ 25 y. Th.-Tou F ber-Cl.sal-nd Sonlaon-Sta r eloontrual 69939; 8 &quat;Nom-I mpaot&quot, Qlao,ad 1213112022 ComposteEdge FlIberglass DoorParreswith Vented No 'Pict . (a co - Sidelite(s) (Insvving/Outsming; XX, XXXorX)= Florida Department of Business & Professional Regulation page I of I Florida Department of Business & Professional Regulation page I of 1 Florida Department of Business & Professional Regulation P.R. 1 oil = = 11 C-A .= C= to oonfigurationo.) Building Codesand Standards IOAZ .021 Building Codes and Standards 1 AV12021 Bul Id I ng Oo des and Sta ri Inds i02021 . - C�4 ;� 28 ,z. Themna-7ni Filber-Classfi; and Smooth -Star Nominal 8&#M0&quotNon­Impsot&quot; Glazed 12,31f2022 Composite Edge rlbegiasa Door Parosiswith Vented Sidefitte(g) (InsWrig/Outswing; XX XXXorXXXX No Yes No NIA Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail . W CL F_ 0 = W ;: C= Configurations) W C21 -ri - ��R-Wrrgcglipgkg ,, I , ,r '' � A � 0 I "M' - _0 - 00-213. _'N 11 W�liBlm-4i-to W.99R� �--' L ;: L ­ - --- Z I ------ lfi-ggg­�� i, T -g_ � gg- ­'%'­ ­­r4gn%02�'Ip��- -,-- ---%r, C­- , ur� --�,-��,-3,.,�iw.-4,:�'MIE'l--�--'-7��-,�����;� '-�g7eg - ­'V. m7'is__r_lxgo_'__:o� __r' �� --pi, , -e- � , � - -1 � IA L' " "AN 27 za. Therma-TrLi Fibu,r-aassie and Sm.oth-Ster Nominal 68#39:8 &quotNom-ImPemd&cruodL Glazed! 12131f2G22 No Yes No NIA Composite Edge Fibergess Single Door wkh 38,1039.0 (j := 3: M Sdslits<s) 0 nrownglOutsiaing: XO, aX or OXO Cod. _ I - . . . . . . , , � - 1-9018-1-013"1101-wiffim �12' " I End1vu, Us Dot. Olt, P,,,Rm Rate, Cod- Intior or _ '�­ -_ W-1 2111 Dere Pididne: I -, __'.__'.!i_ - Ryi Code 6:rl or plate owe Date Pmdlm 011. 3: I- 'a a) W = 28 z1b. Tberma-Tru Fiber -Classic, and Shrooth-Star configurations) Nominal 6&09�8 S,4uotNor-ImpacA&qucrt, Glazed 1213112022 No Yes No NJA T"-- Version Marrufaeturer Correct E-1-ir & Licorm, V.11daw Fly Validated Arbed F%C Apring,ol Apor Status TV- varsion Mainufacumar ccutaol, Endo -A Li ... a, Vandeted B, Volidabud submitted FEICA-1 Asia," Status Trip. Momlon Manufacturer Cont-1 prififfi.. A, Uc-. validated By Voll,ftlad auturnuoud PW Approssal Approoad status = . :; 0 4) I = Composite Edge Fiberglass Double Dc,orWth 303" i3iolaioes� (I OX(O R-Won 2020 TARK0 SuNfing Products LLC Kato Use Robert Ni.ohmern John W. Knorown, Fa 1=4120;s) 0912V2020 l(VIV2023 1211512020 App-d R.,Asl.n 2020 L.Y. Tliompaor�. lnc� doe Thompson Architecture] Metals Company Tony Christman Zachary R. Priest Steven M. union, PIE 245-r3456 PE-74071 (717) 31r-8454 0911712020 W160020 09f22(202a IDIV2020 Appro,sed Pro,A obn 2021 Flards, Metal Product. too. Category: Reeling Clark Janac i arres L Booker PIE-0 Steven W Loch. PE DRI2742020 (Jai2SQ1023 10,04121320 I?Jl&2020 Approved (904)7&3.8400 CRUCK Engineering 311-8454 != W = 2 MI. novArighoutsvoing: Category; Roofing (41F) 024-61144 PE-5916$ 054)772-6224 TAMCO) Category: (815) tomiagorions-t-Rcom �717) clArKi%or- on. Pr-31242 -2" im V1, 29 zc. Therma-Tru Filper-Clavac and Smooth-5tor configuration) Nominal 8&#W,O a9mctlNon-Impaclaquot; Gfogred I V31i'2022 No Y05 No WA subcategory: und.'symumi kerri-edentigiolookoxorn R.olhig S,,bCPtA@cmr; R.arflopAccossari-ilhAt am An = r= Composite Edge Fiberglass Single Door U#39:0 Compliance M611I Evaluation Report Vorm a Subcategory: Feeling Accessories that Rreart Integral Pon .fth. R.clingsy.tarn 0 with SideIiI ftsv,ringlOutsviling; XO, OX or OXO Florida Registered Archtlectora Licensed Florida lntPg,.l Fort affte floating system ComplI.A. Method: E,.I�.tloh Rewrt from A .5 CL. 4_1 30 A. Therrol Fiber-Classue and Smooth -Star configurations) Nornnal 8&#39:0 &quotNon-I op-Mcluet: Glazed lDal/2022 No Yes No NIA Profis-.1 Engineer I � Compliance Method: Evaluation Reporl a ,old. RAglAmn.d A,onittel, .. Jeareed Florida Professional Engineer Fl 'add. R.glof,soocl Anolhitset or A Le.-d Florida Protessiona; Engineer � 92 - Cbmiaosite, Edge Fiberglass Double Dcos� with F4123n-ArsProducts I "I EL"530-RZP,Q&,,U 3&439;0 Sidelless (firaWngrOurtswoti; 0= configuration) CarraltmA-rance A,,,,,df,rUA. Amovs4foruss I. -It (),at- FL*1RSI*-R3F)­Aujwcts Quality Asaurstrice Approved her Use Approved for Use hppw Desion 31 ze, Thearruil Fiber.Claol and Smooth -Star Nominal 7&#39;0 &quot;Non_lmpadu&quot; Shallow 12)3112022 No Yes No NJA so- # Produot M.derl. Number or Narner C Product DAgigijuka Imi E.Dindlao oat. in HVHZ 0,,laddi, HVHZ Resistant ping.P., (sualloyAssumance Approvedforthe, Appi-owd for Us. InAiDeCt 2w1a) 19-0 Ptadu� M"IAL alumbAr'r Name Product Q­i,eam Contract E,rifiration lowo in HVHZ outside HVHZ Rosislaut Issitieu. Series Composite Edge Glazed Fiberglass Single I TAMKO Roof Underayments(HVI-ili, ecof unceftymont, for use IA F BC HVHZ 0&2912023 YtP No MIA WA Sill" Proriuot Rolla Numb, or N­ Product D-0.1wo cantlact EIceiridjorl 340 1, HVHZ Outside HVHZ Rosemont Prearours 3 3- FLAMCO &rlil 10 Ridge V.N&quot: Aluminum Ridge Vents for pitched ­ft fabricated 1213112024 No Yes No N/A Do., with or without 1&#39:2Sid.Iit.(,) jurladeters. I TAMCO Fiat Top Off-RIdge Ve,rd with Baffle for Tic 26 ga. sate roofyordilloor vrith Raft 0910912026 yaq Yes NIA N/A forrO.025'Adurain- (Irprwng,Cutawimg� X, OX XO orOX0 configurations) 2 TAMKQ Roof Undiart.y.-to (NDN�HVHZ) Roof underaymarts for use In F BC non-HVHZ oRW12023 No Y. WA I 2 TAMCO GooseouckVvmt 26 itc 09,Q94:026 No yes NIA -V-52�5 juredi,dana, 3 TAMCC, Off-RUge R..rVtnt with Sells 20 go. stairs ropi'ventilator Yfith integrated baffle 09M/2026 yes Yes NIA N/A 4 TAMI Round Top Off-Rdae Vent,virth Befit forTis 26 go, .l.torritafyontilid.rwith baffl. 0910912026 Yes yes NIA NI Florida [)apartment of Business& Professlonal Regulation P.R. I of 1 Florida Department of Business & Professional Regulation pog.1 Af3 Florida Department of Business & Professional Regulation Page I .1 I Florida Department of Business and Professional Regulation Building Codes and Standards 117021 Building Codes and Standards IM2021 Building Codes and Standards U2512022 Building Codes and Standards 3/1 5/21022 Product Approneal Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail U) . � I -1 IN% - - - , Z'0�� - '� , ,�' " I 'I S. coo 1xiia Version Manurred" Rc,i,sic' 2020 Lament. entity DO. calk Dato Pandma owe C..t-t E,,T.A,r&Li-. Volldred Oat Volidated Submitted Elie Agona-f Approved Status K.tfln. Jolley J.-a L Birorreir, P�F, eleven M. Won, PE i 1123n020 liMI2020 11�29QI)20 ding FIBC Appr Code IY2_1 V,*.. RIAnufact.- 116,roon 2020 13-1 Roofing Centact emal"InAr a it-. VAIII as Anderson Roblin IAPMO Unit.- roPlusti.r Gary Vd. Walk. 25111 We net, pandlon, oat" Vididabod Submitted FSC AwAtI Amportainaid Status IIMM20 11102f2U20 11ID512020 Approved Code T_ Version Manufacture R-son 2020 Cobol Protection Pond-t., LLC, Entity is Data Date Data Pending Data Contact Entainuater & License Validated By Validalocl Submitted FOC Approval Approved status Tim Robinson WaltarA. Tin, Jr., P 5. John W Knoorevich, PE OWI 0910812020 1 OMU2020 12hfit2020 Approoed (D FLN6259-11131 code EDMI Date PA& DAI& Date Status Category: acting (501) 943�61133 PE-31242 (717i317-8454 Cet".1p. Floating (801 � a80-6091 services LLC, (205) B54-DIN Category Shutters (954) M-7545 PF-44167 (954) 772-6224 Ty _ _Rj Version Manufacturer Conta 2020 _F_nglneer & Validated B Validated License 1 1312W2020 Submitted EAti-cam. Ap pM2gd Approved W2212020 FBC 1211512020 SuloCatogloW. Roofing A-D-iour thAt Pre An A1.9r.1 Port.fth. RaefingSysterro Kell.yolonflanco.c.in SrAhCatatl.rry: Roodnig-r1luos, Cminirtareabliath.d! 2.0-tran Rop.tftsan. ReloinArderachniQluaral.co . SubOat.glory: Storm P.A.I. Compliance Method: Evaluation Report from a Floricia Registered Archiled Licensed Florida tim.robinson@gpipentoom Revision GLASS USA Maury,Alpect, John W Category: Rocifing S954233133()S�iped@polyglasr.com Robert Niaminen Kneze,vich, PIE �_12=01 C.r.pli��.N.th.d:E-I..ti.�Ft�p���. Florida Registered Architect or a Lmnsed Florida Product E,aduation Entity one Professional Engineer SubCategory: Underlayments PE-59168 (954) 772-6224 ­11101/21320 Praoselorral Engineer FU17202-10 Products FL#M%-RI2 Products 19-0 Pro" Mod.[. N-b,, or No- Quality Assurwo Produrat Description Cantaut EA,inatlam Data Aporomed for us- Approll for We Implati Deato In Hv1qz Gofirld, HVHZ Reeistant Proaroure, FL#i5OTsAs Products Quality Assumes: Approved for Use Approved for Use Impaa Doom Compliance Method: Quality urance Approved for Use Approved for Vals Impact Dislant 16 S-ty � Shake SI.I., Country Slate Split Old English Fiat Puerto - Dcurva, CO 1 M1,2020 No Yes NIA MIA S- ft Product Model, Numberar Name Product Description Contract Expiration DaM in HVHZ Outside HVHZ Resistant Pressure E Eva luation Report from Sao 0 Prodroar N odAL Numbig, p r Nom, Ismuluot op,griolk, Cc,t,At Expirall., net, to HVHZ Outsi HVHZ 11-hotaid Poissum Thatch &ampl roped 1 20 Gage Galvanized Steel Storm PaneII Corrugated Galvanized steel Storm Panels retained 1=112022 Y- Yes, Yes NIA a Florida Registered I Dock-Airl DA-4 ., TRI�S.ilt Vock-A!, DA-4 Low ProflA, Pultypri,pyrom. plastic, R..TV-t 12floi2025 No Y. No �97.51-0.5 17 Sectary 600 -Slate. Shake Urrip: Split Stake Flat Profile -Stoolkthn� CA 12131=0 No Yes NIA NIA or not by tracks to provide hurricane proleabon. o Architect or a Licensed MocneoloollyAttoched to Plywood DAik. jR SAutory 600 -slata Shake &.amp: Split Shake 9 Swatry 700 - shake, san, Aarnp; Split! Shake Fiat Profile, Risks. CA 1213U2020 Met Frank, -81.sldan� CA 121SI12020 No yes NIA WA No Y.o NIA WA 2 24 Gage Galvanized Steel Storm Pane]sNHVHZ Corrugated Galvanized Steal Storm Panels retained 12131/2022 No Yes Yes NIA or not by tracks to provide hurricane protection. = QD Florida Professional 20 S-uyl`00-81n.k., Sl,os&.ArP;Sp4t Snake, 27 TAj. Esip.r. � So -Ion. Flat Flioffl� - R1.1l.. CA i2r3l,2020 High Porous - Katy. TX 12,31A2020 No yes NIA NIA No vs. WA NIA (D Engineer FL#5259-R31 Products 2B Vio. Lcav Fruits - Katy. TX I 2/31 Z2020 N. Yes ,VA N,A _=_ p,ro,*d 211.1111HY-Afflumu-0 Sp vod for Use oved for User IMpact Deal U) i0_91 Product Modal, Number, cl 00 EXpirealoor In It"Z outside Product Description Coni _ :D H Resistant Prempre Date 1 Polyglass Roof Undeffayments Roofing uniderlayments l(Y21=22 No Yes NIA +NI IM 1 2 Polyglass Roof Uncerlayment, (HVHZ) Polyglass Roof Underlayments (non-HVHZ) Polyga$$ roof LiMcderlaynnerts for use in FBOIZ12MG23 Yes No HVHZjurladictions. Polyglass to& underlayments, for use In 1212312023 No Yes N/A NIA INIA -NIAI-1322.5 � M > 0 FAC non-HVHZ jurisdictions. Florida Department of Business& Professional Regulation Page 1 a 1 Florida Department of Business & Professional Regulation P.R. I sit Florida Department of Business & Professional Regulation Pao. I of 1 L_ 1 Prolygiass Roof Undertayments (HVHZ) Polyglass rooFunderlaymentsfor use in FBO1212312023 Yes No HVHZ jurisdictons. NIA NIA Building Codes and Standards 1125t2022 Building Codes and Standards W=i Building Codes and Standards 1012D21 > CLIP. 2 Polyglass Roof Underlayments (non-HVHZ) Folygass roof underlayments, for use In 12123i2U23 No yes FBC n.fl­HVHIZ jurisdictions. NtA -WAr­4322.iJ Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail D_ 1 Polyglass Roof Underlayments (KVHr� PoI rod underlayments for use in FBC12(2U2023 yes No HVHZ jurtoodictionts. N/A N/A 0 < 5r - �-� _'_ �J,�I­20­1'1'1" pgmff��'Vm , r � d , .. , � @ pg , 'Z , P 4 7 , , o g gg; 'i" - �- -"' il;' ME mg N 9 I'll _Z WIM141 "I" FM,-%-i.1,��,,-�-.�q�7---vV"l 1 " _' ft _M_W�1_111014'40M 8_1=4 N - 1214 11 I 11� u ~_"Iw�� '& V'%4 "�% "V '� ' -'l�JV� � go I �s""'­'� 14 "I,"' 2 Polyglas% Roof Underlayments (non-HVHZ� Polyglass roof underlayments, for use In 12t23/2023 No Yes FBC n.n-HVHZ jurrisd6tiona. NIA -NIAI-622.6 Cod. Entity or Do% 08I Data Pending 2a Validated Validated submitted FIFICApproval Approved status _1 I � Code . Wrown M_1raAftmAr _--,,", -'WM_1 I , "I'll, Entity or Contact jand-or & Lotim, Validated Sv __ - , � �' - is , - � .8 R "�� - 241! Dot. D#teftndlna Date validated arborniftec F5CA-mv-I Amorrood a" calls Type M."Athist.off enfln, 0 we owe Date Pondma Date Contact EmArear & Leenes Validated By V.1dPhIrl subal FBC Aparl A,,r-,d StAtir, L. -0--i I Polyglass Roof Underlayments (HVHZ) Polygiass roof undeayments for use in F8,01212312023 Yes No NIA N/A T-0 Version Manufacture Contact Engineer Si License Ito Revision 9PI'P Stuart LowiP ICC Evaluation Service, LLC Williann M. Ranieri, RE 10/3V2020 1 W2Q020 1 lli`0512M Approved Var"i 0 2 Polyglas, Roof Undeftyments (non-HVHZ) HVHZ jurisdictions. Polyglass roof underlaym ants, for use In 1212=023 No Yes INIA -WAI-022.6 Reoision 2020 Ali American Shutters and Glass Category, Shutters SubCalsigory: Storm Panels Mike Berbieri Frank L. Bernardo, RE Troy Bishop P. E. 1012812020 10ill512020 I 1 105/2020 12M512CI20 Approved (561) 712-9862 FE-0046549 (354) 947-MM milkelhaallannuaricarshutte 2D20 cateigein'. Struct ... I Cemp.rumts Subcategory; Truss Plot. (321) 710-3377 (4071681-1917 al-rallpipmeft- 1AS12020 11.14PI., 2020 commercial Concrete Products.1na, category: structural Components Subcategory: Products Introduced as a Result of Robert 011is Sentual A. Steenberg John Hoy I 2JI612020 1 211 6120 20 IZRW020 ding FEIC Appo f6l 3) 659-�1707 PE-34245 (3152) 588-58i I precessater@yarroo-corn = FBC nan-HVHZ jurisdictions. Compliance Method: Evaturetion Report ftoma Moom Complianc. Method: E�.]..txm Rw.t *- . Product Eval..Uarn Entity Ner"Achincogy Report _0 Florida Reglatered Architect ora Lioarreed Florida professional Engineer Compliance Method: evaluation from a Florida, RinglAhmedA,ohlied or P Licarsed Ford. 0 11 I FLIPIRS9,07 PaRsUchr Professional Engineer 1`01 62;81products � I I I ­ Quality A.,-. Appro,ardf.,Use, Appumeadfortl­ I.P.d 2!2!0 I " M,Rli Prod I 5- Quality Assurance Approvadf-rUse Appo;Yp0fQrIJ I remain Design seep Product Model, Number or Nam Product Doserlptloor Contract E.111"Aften ofor In HVHZ Outside HVIFIZ Resistant prelusunt I I L Sect A Prod Rot Made], Number or Nam a Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 1 I7WSC,S/AIpmA Higher Strength �H &A,rp: 6) Metal come,der PII 1 VW2024 Yes Yes mbk NiA qualm A.-Ims. AursnomPat for Us, Acum,vad for Usm larrauct vaul D_ I 24g. Ggivarl.ad Steel Storm Panels 24go Galvanized Steel Storm Panels 1n1f2022 yes Yes yes N/A 2 17W SCWAIII Hinge Plate Metal Correct" Plate 1213112024 Yes Yes N,A NIA 44"I A Prod- Modal. Number or Narrial Product Description contract ExplallpoDid. In HVHZ outside HVH Relevant Pressure < 3 ITW SCO/Allarke 7rulox Metal Connector Plate 12J31t2D24 Yes Yes NI WA 1 Quality Precast or Commercial Concrete "nactust,9 Precest and Prestressed Corn trsts, Li mals D512542024 No Yes N IA NJA 4 ITW RCGIAJPIhe Wave Metal Canoed. Fare I 2J3112024 Yes Yes NIA NIA (D U) -4--i M 0 co =:3 < Q_ Florida Department of Business & Professional Regulation Building Codes and Standards rose I V2 IUS12021 Florida Department of Business & Professional Regulation Poo. I of I Building Codes and Standards &W2021 Flonda Department of Business & Professional Regulation Building Codes and Standards PAR01 02 942OM21 -0 i_- Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 0 L_ IM -1- -,rw?-,�14-Vi'�"i ��_1'11' ­i� I .0 Ilk I � INV 1=011 g" IN a - - �, , Cod. entity or Rall. Us Us Pmndl Wt. - Code - - Entity A, a" owe VAPas Pending Date Coca Entity . . ..X � __ 11 � Dah" Dal a Dal# Pardillrin 2M " LLI C 7v.a Veralmn Millnufaithuer contact Z,aW- & License validated Ist Yglidabod sulonritaNI FISOAmommal Approved 111allak Type Version Manufacturgir Contac Engineer a License Validated By validated Submitted Par Approval Approved Status TOP Vorsig, Manufacture oa.W ansin,vir & License, Vold.lild D, Validated Submitted PDC Approu-11 Apturawdl ad% :�E a Rs,AAIao 2020 MITalk; ne. Category: structural Comments Frio Walc* ICC Evaluation Denies. LLC CQ Evaluation Setrolao, 0SJI 1/2021 (952"98-ms LLC 38MG2021 08fiW2021 Appr-d Rofton 202Q Weyerhaeuser Category: Structural Components Rob Stddwh ICC E,,suor.0 Ses,io.. LLC so LAlh­n,,P.E, OW2/2021 iohat=o 01=2021 APpr..d �253) 924-6479 iiiarfl) B39-=8 AlPordlor 2020 Aposs Aluminum, In;. Category: Panel Wails joi;e, SI Luis R. LOM, Eleven M. Urldr. PE (4071 5US-200B PE,82514 471?r 317-8454 1IM6,2020 11116,2029 IV2012020 Appr-d < (D Subcategory: T­ Plortas ­Id-Qrnfl­m (205� 598-91300 Subcategory: Erginecred Luminer Coorplian.. Method: Eved-tion Report from . Rd.dS.rd-.4A@-yam. a.ser.- Subcategory: Sofft .lph.AI­dn-ma@yAh. = Corniallounce Method: Evaluation Report from a Product Coal.11I Entity Product Goolurelon Entity Complane. Method: Evaluation Report to. a Florda Regoo,redl Architect er, Liceneed Florida a. - Z __j F1,02107-FIS I liLliMT-R11 Primhvft I I Professional Englo- I < CaralltryAssurawee Agil for U Approus(I for use Impact 00-lion QualiN A,--,, Apormnid for Us, AistroVial for Use losturat 99= PLO 4�4,4415 Prod" , . I I I I I -sea A Produel Model, Number or Name Product Descirlil contract E)MIration Vale In HVHZ Outsido HVH Resonant Pressure -$an A Product Model. Plumber or Name Pradluat Description Contrast 11,01mitlon Date In HVI outside HVH assistant Pressure Quality Assurance Approved for use Approved for Use Impact postal _j 1 MISAHS 18 go. high strength truss econector plate 12(3112022 yes Yoo NIA NIA 1 %fundral LVL L.Ankafted V .... r Lumber =U202� No Y.� NIA I be- 9 Product Model. Number or Name Produset 0-r-10- Ctintratt E.runste. Data In HI Quiski, HVH Rasistant P,%,Aor, . 12- 2 Mi 1-6 Qa. super h lot strength truss ommeoror plate 12i31=22 Y. Yes INIA NA 2 PA.11.m P51. Parallel Simon! lurnber rl�ljlj'2023, No Yes NIA NIA I We Nutriment Solid 8gmp:VenedAIUnrRUM*QfflV Alpha Ajorniflum Sold Ump; Vented Ajuminum 07t3012023 No Yes No N/A 3 Mil Ia 16 gat. truss corn.coorpote 1213V2022 Yes Yes NIA, N/A 5 TmbArsm.rA1 LEL L-Ated Strand uumbA, J3v31?2023, No Yes NIA NIA CMU &amp; Wood Soffit(CMIJ &Amp; Wood 1 SHEET NO. 4 MT18HS IS a.. high shorgh mass cormactor pie. 12(31.2022 Yes Yes NfA Ni 4 TJ Rim Scant Structural Composite Lumber or oriented attend =19025 N. Yes NIA NYA board Rim Scaund 5 MT20HS 20 pa- high strength truss, connector plate 12tn�2022 Yes Yes NIA N)A 5 W.yern.a.,00r Rim Board OnertAd Strand Sound Rim Board 03�3117023 No Yes N,A WA 8 7 TLIS. Mrria 11.20. M720 i8s.. ". conn.terplat., IM1)2022 20 goi. 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Ile.com Florida RoglotaNdArohlieot or a LlOenyed Florida WORM IWoRm FLiMiiSi4t7P duefa - - - _ Pmipalmal Englrmr PL#7fJ6R4l Prwaorb ' A11LP Product Model. 11"br assume f Prod,teabeftriat cafitrrtfinmetiod Aa,s+e,,.d For Ile. Oafs in Ill ABg1mMa<la, Lie QutsWs MWZ: LM= Rosi tent GlWlo Pines,r ' "llorAes raga Apmd ao For Use AoormiW for it. Daalnn lg Fr+ltlrrpt Model, Montanan Nroe 91Mgt[BNlmr! PteduetDerdmion Comtr wkttbo b`b - ygnraved Far In HVHZ Use Aeorara he uw Wallis HVME lMafgt Rriebnl li�la Fission, 1 Swiss 10120 Sliding Wlrkbw Mays Sliding Wlydow MIX or W. Ta-IQ-xe0) IUM772C23 No Yes Mt +30-M am# Pro" Males"Maba or Hans pM Mo.rdldien ColorrtEminsWn Dot In.H K Gubbill. WH2 ggMrl grools" 1' Series 1(112=3 si QWns D- VW2-Panel'araWing Glow Oder (W x W) 11p012021 No Yes No +W25 2 Swiss I= Sliding Wind- 'Any!SlldbgVAW- MX or X0, 7344.3V) NO Yes No +3&J 1 $arm lO Sldng Windex Was 70 VWt)4 FWQW Sliding Windows Os1Zllml No Yes No NIA 2 Sarin 1(YWSSI Ina Glass Door Nays Single Panel Fbod'C'Doa(SidelIN, 84.ill DBFJMC22 No As Me +se'ss a Saes IGM siding WI xl- MrO1 Sliding Window ((aX, 10$'x 60') mr27rJ�a No Yes No +3W_W %$I-ir2 ) 4 Serb 10M Sllding VAndow M0y1 SIk3ng VAndox (XOX, 108' x3$') 0=7r202$ No Yea M. +35LSS 3. 4 .Sens. V200 4WMg Qless Door Stariea 1=005 Sliding elm Doom Vinyl 2aranel'0x $llbtrg Cone boor (72' aa2'1 llopw2021 MrgrlStale Panel Fldlep'0• Door(siftlic 47-IMIx W12512C22 No No Yea Yea No No +3Gf-35 +25r-26 86-ir`21 F't42a4f4n13 p,adaet�. : orilhArainnes Aeorovsd For Us! Apprb Mien Ur '. Im0t Munn 9-0 PrAdhart Model. Numbr or Name PtmlriDorwrialloa Ge tedtExnimtlan bale 1, HVHZ Ohdowo HVH2 Rasiabni Prowma Series IS) or Encompass orAwm$Sliding Qloss Oder Nrryi g-panel lox' Sliding elm Door (g Ion x MQ4120al No Yes No +2ar,25 go-1P21 2 garbs 1M or Encomiums .Awml Sliding Glow Door Mmy4 aft Is Pw1N Fhaed-0' Door(aldeme, 55.1r1' x Willow No Yea No +40P- ei-112.) S Sam150 or Ercompolor `A,-"IdsgGlow Der Wrry144%h.lI= Slldkg finr Deor(I Xa,2') 08OWC22 No Yes No +3" 4 eves 15baErccmpessorAwntl Bildhg elm Door Vinyl SWgie Pall Fined 'C-Ooor(Sldsll(e, 47.712x 02n602082 9S'1121 No Yes MR +25(-25 1N .p46$14 Pradndra p U &WUMAremnbe Aaprovod For Use [aMX"W For Ur biM Onion •�� Aogg Pmdudl Medal. Nrrbr or Mar" Prodwillandad CamrtEcairatbo Deb In NUHx 4atskIs)" Reaisum wrsum W 1 Sorb 150 a Ertoxnpass or AVantl &ittling Glassboar MV 24ynel row SlldWg Goes Door (WIW K 01372412031 N. Yr Me +2510 C 2. Swim 1W or Entoom pan orAwnS Silting Glass Door 4 r'n VW SlrgIn Panel find '0'Door(SWIm, M1W x 02(iW082 No Yet No +40V-40 �. Q w O n C'+�'S V $1-trtl � C14 OV 8 Senn 1SO or Encompass OrAtsn$Sliding Okir boar Mny124bno110P 61MOng GleGlenDoor (7rit82') 08i2412082 NO Yes No +yas36 r LL 4 Sals, 1ORor El pm DrAwmI.9Idfng abr Door I&M 8Igle Pwni FMW'U'Ouor(Sldsllb, 47.1FZ X LVIM032 No Yes No +251-25 N -yi C 56-112 j s^ CV � V2 C Ri at ... c 3 � nT • ab .rc eJ ego N CZ. G n3 d W fl L CD E CIO o L > 0_ 0` O ` =3 no 0 U) (Q U M Q ct —0 O LM W� z J Z Q SHEET NO. August 10, 2022 PA 1 .2 N FF U) N C_ C6 U O� 0- 0 O N Q i2 U � � (� CA U �_ 0 O �L C O LL _ _ .� E p N L L (� O � Q* �"- U� Q t7 o Q W r9 C-4 n 0 CV t N � C� CrJ Q y CV Y 3 "• °' > £ s c d u Q Ix � cc >r as ao D o . u as to I� N to CL LJ C E � O C2 W V J z _ O L U L� V! S� o tl! �^^'' Q W z J Z Q J SHEET NO. PA 1.3 Simpson Strong -Tie 2020 FBC Approved Products updaled,zrs42uzP � SIm son Strong -Tie 2020 FBC Approved Products updeted,zr3orzo?o updated,zt3o2ozo ' - • Simpson Strong -Tie +,g p Simpson Strong -Tie 2020 FBC Approved Products 2020 FBC Approved Products Updated 1z>3orzoz4 For direct finks to all SST approvals Rated belova; CLICK HERE Fadirect Inks to all SST approvals fated below; CLICK H,�. For direct links to all 55T approvals listed belavd: CLICK HERE. _ . For direct Inks to art SST approvals Gated below, CLICK HERE. a For additional Information regarding Florida's Statewide - Product System and Miami -Dade County Notice Acceptance r• OA CLICK HERE. Approval a of INCA), • ..Foradddlonal Information regarding Florida's Statewide ProductApproval tam �d Ndarrti•Dade Gaunt Ndks of Acca lance rJOA , CLICK HERE. Sys y p ( ) a For additional information re ardin Florltla`s Statewide Product Approval to g g System and MFaml•Dade County Notice of Acceptance (MOA). CLICK HERE. + For addSkmal Information regarding Florida's Statewide Product Approval System and Mlanti-Dade Canty Notice of Acceptance (NOA). CLICK HERE MIAM1, MCIOUCTU MUM SECIMN PGT lu&gtrks, hkr� P�GTLn �wmes,lnc. 0 -0 XM, o 2 1INS SW 2dSft-eetJRo-nm2jN Z"ARTIMST OF RtGULMRY AND ECIM 0111C RZISOLULCES (RM) MUM, Van& W11522474 N TICE OF ACCEPTAN .10MENCt NO'RCE OF, ACCEPTAYCE E V IDE, NC E SUBMIT TED (D Q- Co -C3 I. Evideace swbinitted. under 'NOA NOTICE Of .1C)CEPTANCT.-EVIDENCE SUBMITED D� QU---iL M.-ALSATKkNCE (D U) NOTICLOYAC,C]MAL-NCE ONO -AL) Previous M Cn A. DRAWENGS B. TESTS (cantirtu#d) L A&an]i DadeDepartment of Regulatory mid Ecommic Resources (�ZER)- PGTTndustrirsjw� 1070 Tech:n61o&y !hivv, L Manufachm!es-4icdiawiagsandse-ctions. 5-L Test f eport on 1) Air lb-filftation Test, per FBC, TAS 202-94 2 0 -North Venict, YL 34175 (Snb7nitted under-NOAX& 11-0147 0-4), 2 Unffbm Static Air Pressure Test- per FBC, TAS, 202-94 1. MAXERLAL CIRTIRCATIONS EL LL scopt. 2- Drawing No. MD-551570.0, tilled "Vinyl SM kg 'i OXa sheets GIM Poor N , I _ egl' per 3) WaterF �sraWe T-egt� FBC, TAS 2102-94., ---'&.14imwdtoVisimENsimionLiinited t L Notice of Acceptance No. 1-5-0, for heir .0 M 0 Tb-nNO-A is being iwue-d up:Jer theapplicablerulesandregulatims movemb"Whe use of roushme4mmiteriah.The tbrDugh 21 of 21 �, prepared by matiffacturff, dated MS 1 11 -4� with mvisicm A dated 4)Large N&Wk Impact Test per FBC,,TAS '4101-94 -Whitt Rigg PVC Exterior Extrzisions for X%lindowsand 1)oor�­, dated 0&43/15, U) C) > -0 E 0 dot=entatmsub=t&-dh.wt�eenre,.-imedand=tptedbyXfiami-Da& Gmntym -RoductConwol Sectonto 04,9511T, signed arid sealed by A- Lynn-]�Qler, RE. a C Cy'hC L'Vtnd Prt-ssnre'Loadingper FBC, TAIS203-94 expiringg w0930)19� (1) %-%- .4 in Wauni Da&- Cov& beLj;a4� 4 ct cu(AW). 6) FCTC&d EWYTest, pff FBC, TAS 202-94 Notice 4)f Acceptance 'No. 1049270M isa� toVision Extrusion Limited forthrui -YE . S2 0- (/) "o - CT3 CD M nis NOA sbal.1 notbe valid afterlheexpirafion&te statedbelmr-TheMiami-Dade CountyProduct CbatrdSectim TEST'S along unith marked -up draw mpand installati diagram of vqqvl sliding glass door, prepared 100 Tan'102 and lighter Shades (Nou-NVIfite) Rigid PVC Exterior Extrusions fal- co q < - U) (In M;uniDade County) an&orthe AET (in areasodwrlhaaMmmDade County),reserve the right to have thilg L lest, report m 1)'Unifaim Static Air PressTar Test per FBC- TAS -202-94 by Fegestratioa Testing Lab Inc, Test Report No FTL 8:449 dated I L06il 5., signed and -s-, da Windows and Dom led I 7�,ftlf5, 0CPj&g, on L 12P-912 L pro dtict-orms,�-ndtestedforquahty,azu ' rancepuqwees- Ifthis. product or inatexWfols to-petfimin the accepted iS&de, Impar TAS 201-94 2) Urge M A Test perrBC scaled by Idalm Ortega, P, E, (Test Tepcdt revised on 5 and 02/11/16) 3- Noticed Acceptance No. 15-0529.15 isnied toV'im. -0, ision Liruited tortheir 'an E I n or _Wr_ d PMSMM L FBC AS M Ug _!94 3) Cyclic o4j, per T _03 6- Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 "Brown Coated (Painted or Laminated) N� -hite Rigid PVC Exterior Extrusions for 70! V=Pendfh,elllM;DfLSUChpf"UCt"mat�'wi&ia*eirjur:is&cton. REAreserves &e rip*tto revoke this ni &-ss oar, along ... ith marked -up dra-mas and -InA-2 ft-iondiagrambf viff W Mi ig d pmepaied W Uniform Static Air Pressure Testpff FBCTAS'292-94 Window& and Doors", dated 6WIR15, on 09,30,4 9- aect,ptance,, if -itis deterained lavNfiazi-Da& -c onaty PmductCoEttrolSection fails, to meet the tequinments of the a Wlkabk bWding code-, by-Fenestralaulesting Labluc- Test RrportNo-FTL8717, datedl2X7115, signed and, atier Resistance Test � per FBC, TAS 202M, 3)W . NotiCe 7 SA, 4 ofAcceptance, No- 1"712.02 issued, to ENERGI Fenemtien Solutions U Tb.i� L ' , fodu asdewtibedhezei sealed by Idah-ais. Ortega P- E- (red report 4) Large Nfissile Impact Test per IFBC TAS,201-94 -TAN.504-0andLighter 'ha-tits(,-N-on-WMt.e),Rigid.PVCExteiiolI Inc, for their N -S 2- Test report oa, 1).Ak ithtkmfiou Test,, per ik, TAS, -2021,-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Ext-asions; for Window -sand Doors� dated,09115116- e ­ on.025104Z21. xpmng D-E-scRwnon,series 22) Uhif-cirin StaficAk Pressm, Teii,,per.FBC,.TAS 2012-94 along withmuked-up drawmgs, and installation d-' of virtylsliding ghss door p-epared MUM 5. 'Notice, of Acceptance No- 1"712.04 issued to ENERGI Fenestration Solutions USA, AFPR0V-4LD0C'LW-N-7-. Drawk "Vni�rl Shdiqg Glass DoorNOA (ISV' --hees _MD-4,5576A Rev X titled 3 Water Resistance Tmt, per FBC1 T-AS 202-94- by Fene0tation Testing Lab, Inc, Test Report No- FTL 8-5-52- dated I MV15 signed and Inc for their "Brenze and Lthter Shades of C p Coated Rigid PVC-ExtetUr a ggNo.� I thfough 21 of 21- 011 mib ir2 I, signed and sealed by preparedby-mam&cture%�- &-*,.d 101WI, Sand list revised 4) Large Missile- 1mp2ct Test per FBC, 1AS 201-94 sealed ky Idalmis Ortega, P. E- (Test report revised on 0211,5,n.016) fift-usions, for Windows and Doors�'dated 09115116- expiring an 041 �120- flng A.1ynn,-NfflL-r,P-E.,bea' thL-3iEami-DadeCamtyftoductCoutroIRe%isionstantpwnhtheNctimof 5) Cyclic Wind Pre&%reLoadingr FB-C,TAS2203-04 M 7. Test report, ca 1) Unifom StAkAir Pressure T �F , TAS 202-94 est�,pff BC 6- Notice of Acceptance, No- 1"7112.03 kwcA to ENERGI Ventstratim Solutions USA, "WThite Acceptancenumber andexpiraboadate by the Mum -Dade Cmat-y Product Control seznon- 6) F"ced Entry Test, - L � per FBC, TAS 202-94 Large Nfissile lb*wt Test per :FBC, TAIS 201-94 1) - lnr- for their R40d PVC Exterior Exumsions for Windows and Doors- dated i'- z NIB S1 LE U T A CT RAlr�G: La rr and Sma 11 A.Ess He I mpac t Rei imi n t alan, Withmarked _up draWM and instailaftondqpru ofNjnYj slid* glass dom; prepared 3) Tfic: Wind Pressme`LoadiugperFBC,TAS 203-94 Cy 0911 0,,q 7, expnn on 02,29111 8-, ped nd bV F-enewatioa Testing Lab Inc, Test Report Nia.Fn R$W dated MMSA a along with first bss,door� prepared =ked-upftwinpand , -zd1atioadiag:ramofv*yls1idmgg T Test rqxxts Nds,),, 10 AS7MIE �: N -002-792(A), 10-06--M, 0527, 5357-53_09 -per -84, L Seetable, I (sheet2) and table 2 (*eetg)forapF&ab�IeSGDunftsizes,-de&igupre&suresreiuf=emeat-.,t�7pft, sealed by1dafixis Ortega, P.E­(Yest report -revised baQ1,0446 nd OV11,02016) by Fenestration Test i Lab- Inc, Test Rqmt No. FTL Mg 6M (anles A4 thru A--"- dated ASTIM 1929 and ASIIM-63 5. issued by EXOVA to Vision F-larusion for cellulosic glas-stypes, s&riser(see tables-B-1 & B-2�shem 7-8) and amhcTlaycutsheets,requi�tnta in I I thlu 16., 3­ Test report on, 1).4.& Infiltration TesZ. per ]FBC, TAS -2,(PI-94 1149110- signed and sealedby Jorge A- Cam, P. E- (SubmNed under IN 0.4 ZVI& 11- composite material 1 � sg!�d White PVC, Tan (Nonwbte) RVd PVC andBrown coaW,(Painted orlaminated)white RAO n1C bD be 2) Unifbm Static 4jr PreMM1 TW7 per FBC-, TAS -201-94 610 (,Vubinked naer IVOAX& 11410Z 04� labeled per referenced NOXsrequitements 3) Waft Res-istanct Test, per F-BC� US 20244 8 Test report on 1) Ar Infiltration Test, per FBC- TAS 2 .4 �02-0 -cceptucr No. 14-091611. issued to Kurmy America & Notice ofA . Inc. for their 3- Egre'&% aperab le, dom must complywritta. min clear, width of heiSW per FBC req=ement, as applicable. 4) Large Mkisile Impact Test 1TFBC,1AS201-94 2 Uniform Stafic.Aff Pressure Test, per FBC, TAS 202-94 "SentmGlast, (Clear a -ad White) lnterlayer� 7/04/18. 0q)iring on 0 4. Pock-etwalls uncift- sepwate approval, to b e re-rdewed by RuWing official 5) Cyclic Wind Pass= Load FBC. TAS 203-194 1 3)AFater Resistance Test, per FBC, TAS 202-94. 9. Notice of Acceptance No-16-1117.01 issued toKuraray America, Inc- forlheir LABELING: Eachunit shaRbear a pennaneat label with themanufactureesazine orloggo, city, state andseries and 6 ) Famed Entry TeA, Ixf FBC, TAS 202-94 4) Large NEssike InVact Tmi per-FBC, TAS 201-94 "Trosifolt 11tra-clear. Clear and Color PN;-B Iziterlay#T�i-, expiring on'070,119. following County Product Control Appmve&', noted hffein. Akmg with mariced-up drawings'and installation- ftmant of-virtyl. &dn g*& door, prepared 5) Cyclic �Llhid Pressure Loadingper FBC, TAS 203-94 RENEWAL of this NO.A shall, be cansidered after a renewal application has been filed =4 Sme has beenno by'Fenestr atn Testing Lab, Incjest, RrportNorTL8A,47r dated IM15- sqnedand 6) Faced Entry Test- K FBC, TAS 202-94 F� STAMIJENJS eh=Ze ift the, applicablebuilding codenegatively affee the perfbm-oupeof this produd� t* sealed by I-dalmis OMga,, P- E. frest,repart revised, on 0211S�16) 'Test 'I) along with marlaed-up dmwmgs and installation dagrant of Myl sliding glass domprepared 1- Statement letter of confortnance with 1`BC­5'kE&&n (20-14) and FBC-4*Edition, TERNm-mONo-fthis, NOAwill o"ura' fLerthe expira tion date or if them basbew a-revisimi:0T change in the 4- report on AirliatiAtion Test, perMC, TAS -2,02-44 by'Ftnestntion Tesfing Lab, Inc-, Test Report No- FTL 6337(sanVks A- I thru A-5), dated (2017� issued by manufacturer, dated 0844117� signed & sealed by, Lyna Miller, P.E- =zte dals, use - and'or aunufacfte o f the product or p r ocesa. .2%Umse o f fts N10A as'an eudommecd of any pro&ct 2) Uniform Static Ar Piessuse Test. WFBC-LTAS 202-194 I I-wilo, signed and sealed by Jorge A- Catw, P. E- �Subwiffed uYider iY0.4 X6. Il- 2- Slatementlefterofto finaricial intert-st, dated W, l&fl7,,issued,byrnanufhcturer, signed y-teernaina* fliis NOA. Fail, ure, to c omplywith any 3) 1A,"aw Resistance Tea, P!r TB C, TAS � 20244 A Se2led by Lynn Nfi]ler� P.E. section,of this NOA shall be cause tot *rmination andre=val ofNOA. 4) Lvge Mmile1mW Ted per FBC, TAS 201-94 1 Letter of lab compliance, part of the, above test reports. .ADVERTLSF-WN-T: The N GAmumber pieceded by the words Nliznu-Da de County. Florida, And fo llowed by,th e 5) Cyclic Wind Pressure LoadingperFBC, TAS 203-94 ALa C. C TLATIONS 4. -R A1, dated 05,V5M' signed by IsItaq Chauda� P1 R- E -Test Prwosal, No. 17-6- expizitiondate may bedisplayedin If anypottionof the N0Ai§ dii&3�, thenit-shall be 6) Faiced Entry Test� per FBC, MkS 202-94 -- I Audi& veiffication calculations and . structural analysis, comply' g with, FBC -2D1 4, ym - doue in, it entirety. along with maiked-up dra Win gS, and inst22ftion d*�ramaf vmyl slitfing glass door, prepared 2.109,'l 5atd last revised on 0- 2,?l 5116- w -se pvqaredtrvPGT- dated I gaed:and G. OTHE R, LN'SPECTIONN: A copy -of 1his entire NOA shall beprovided to the uwrby &e amuffactumr or its di ftton, vtn and TMting Lab,. Fenestration -TL 154&4ated,11'04115�w by Inc-, Test RqxW NLQ.'f & gned and AnfhozyL 16 'UerP,F der 15 �(�t '41 -1210.0�� L an e7"== AD nhallbe available forinspection attLejob site at the retlaestof theBuilding Official sealed by I dahnis Of tega- P. E (rest report revised, vo 0 LOCI �6 'and (12111116). 1 Glazing tomplies with ASTW-130OZ9- `55 7 0/2177 0" Viu�i Sliding, Gla &s D oor (Rointo rc, ed) - L.M1 expiring on 042 1 *2 1 cm ra Uj Tins N10A revises & renews NNOA#Ib-0429.05and consi�sts of thispar I and evidence pages E-1. E-2,13-3, E4, Zi) I n 1. LO 2 -= 'g- g E-5 & F-6 as weU as appromA docutuent,mentioned above- The sub=tted doemientation was miewed by ldtaq I Clmnda, PJE. lshaiitj C&maa, P�E. lska�q I r1auda,. RE Z,441�11, Uaq L thmida. ME C14 2 cc plroawt coutrol r-tit Superziaor, Pro duct Control Vak S"erviwr IV&] U7nif SnperTi Frodut Co So r e �Nw. INaL 21�014s�w M% 166 c:, Expiration Date i Aprj�i,4­016 'April 14,,142t tPir 'Xiarch A"reral,DateAlareh ZS,.2021 7 Appiora 1 Datei Z#, 2021 YA If, I E 4 4 m PGT1ndmtr1es.1dc. CGI Windows and Doors, Inc. PGT Industries, ine., IN7,0110E 0F.ACCEPTANCE. EVIDF-NCE ST713811T T`ED 'NOTICE OF ACCEPT.4-%CE:L E-VIDENCE SUB!gff TED 'NOTICE OF ACCEPTANCE: ]EN'MEINCE S17B 2. Evidence Submitted under previons, submittal E. MATERLAL CERTIFICATIONS (routinue) 1 NewlAidence Submitted, 5. Quanex Part Suner &ace., �Standard, complying with,.kM4 C5 18 'thetmal, Conductiv* A� DRANVT, �GS 0-891 BTU-iaf hr.--ftk-F, ASIM F 12491XTM-Pass, ASTM D3,985'0xyg;n­Pas% ASUA A- DRAWLNGS l. Drawing No. MD-5570.0 Rev B­ titled -Vmyl Sliding, Glass Dow NOA (114r sheets 2190 I.G- Dumbility-NoTog-Pass. (Smbndited umderpmlons N0.4 Aro. 1."409.05) 1. Drawing No-'MID--5570.0 Rev B, tilled --Vinyl Sliding Glass Door NOA (LM)7, sheds I I throukh 21, of 21, prepued by'ruanufacturer, dated M05/15 and last reviw&on. through 21 -of 221. prepared by in, atrufacturff , dated 10,65fll 5 and last rnised on 0201 �3,)- L 04Y2.7,120, signed and sealed by.A- Lynn MMff, RE.- 6, Quartex Part Dura conVying with ASM C5Lj'&,T-b=ma1 Conducfi-vity 11223TU-inl -MI �Siped and sealed b -A -LYnuMjjbM, P-EL Cn br.-W--�'F, AS F 1249 1ATVTR­P2ss, ASD4 D 14-34 Argon Imufztee-Paw ASTIA E Note jI11s­LMrMan conssts, aphcement of satne existing, tutallabon screw -%-Ali flat head B. TESTS 21�-G 1,G,- Durn o fog AST, -N1 E. 5-46 Dew, Point Development - -20fF mi 48 his. L Test reports ow- 1) Air luffitration. Test, per FB C, TAS iNd nder NOAA-a. 0-5). 2)U:nffbrmStaticA-irPrmure Test, Loadingper FBC,T.4LS 202-94 W wittj`VC-.�LkNIA 303-13.1 Voluamy'Specification 7- Vision Exxtruskd% Ltd_ Paff S jconT�' B. TE 3) Water Resistance 'Test- per FBC"TA&202-94 far Rigid Polym)rl C11oride (PVC) Exterior Profiles,bor Vision &-fttzions, Ltd 1. Now_ 4) Lmgt Mssile Impact Test per FBCT TAS 201-94 AkMA Fenestration Exterior Profile Catfication, Pmgnmx. fUftord tinder NO-4 No 15- Cyclic Wind Psessure Lodi4gpa,- FBC, IAS 2013-94' 0 -4 69. 05) C, CALICTUTIATIOIN-5 along with matked-up dtanings and installation diagram of all PGT Industries, Inc Vision Exft� Ltd. Parts compiLying with PVC-AAM4L 303-13- L None - ,representative units listed below and tested to qualify Dowsil 7-91 and DowsH 983 silicones, fShbm iffed un derN`0 4 JNa, 15-0469 05) prepared by Fenestration Testing Laboratory, Inc.- Test Reports Na- 9- PVC-AANIA NM3, Voluntary, Specification for Rigid Poly�rl Chloride (PVC) Exterior W QU A Lrf Y, X S ST I R A � N YTL-7897, PGT PA15520 PVC Fixed Window lund 6 in prqwwrj dated OSOM314 Profks for Visim Extmsicms� Ltd.-VfX-1 by AAMAI Fenestration Exterka- Profide L Mami-Dade Department of Regulatory- and Economic Resources (RER),� FTL-20-11107.1$ RGT SGD780 Alumij= Sliding GlassDoor (unit 7 in prVos-41) FTL-20- 2107.2, PGT CA740.Alum Outs -wing Casenient %'indcrw (unit 8 in pmposal I ) F YL-20-, M 'Notice of Acceptance No- 19-1217.14 issued to Ezffigi Fenearation- Solution, USA,, Inc. for E� MTERLkL CERTIFICATIONS: 12.107.3, PGTPW7620A Ahmainura Fixed Vklmdow (unit 9 in propos,* and FTL-:20­2107.4, their"1an 3040 & light shade (non -white) While Rigid PVC Extietior:Eitmsious for I- Nofic-e-ofkoceptance-No. 19A-3,05.02 issued taKurarayAwtka, lac. fortheir > PGTM7620AA1uminum-Fb�ed Window (pait 10 impmposal) dated 07Mr20, 9 signed Windows and Do6rs7, expiring on 02AMr2l "'Trosidoft Ultra&ar, Clear, and C olor PVB Glass lttterhyer�", expiring ou 07M124- 0 and sealed by Idahnis Ortega, P-E- 11 Notice ofAcctVauce No. 1"17"102 issued to Energi Fenestration Solutwn, USA� W. for 2. Notice of Acceptance -,.No. 17-080&02 iWied to KUliray Amerka, 4 int. "fortheir their" series "'%,'hire Rigld, PITC Exterior Extritsious fir'Wiadows and Doors"- uptang 01i "S`entr3�f-jasj'(Cjear auA'%'hjte) Qa&sjfttt%rb`V,.j`s7 expiing-on07104i23- > CL C. CALCULATIONS 11. Awlior a�* FBC 7& QQ V.2 3 'No-22".20103 3- Notice, of -Acceptance No- 18-1106.10issued to Vision Extrusions Li I mited for dicir "Brown 0 0L < verification calculations and structural coaV4W with 12- Notice of Accept2we iw:ied to, Extergi Fenestration Solrrti USA� Inc, for Coated(Painted or laminated) Wlite- Rigid P17C lx*.mr Exando us for, T%Titidows, Edition (2020), dated 04/22M� pm"ed by, mautdhictuier, signed and -wled by- their -Browe & light shade cap'coated YV]dw Rigid PVC Exteflor Fxtrusioas for and Doors7- expinkgon 09130P2+ AnthanyLyriaM-Aer- RE- an L "i-s", JeXpinng on NVindows, d D 04/16)2�� ctptanc 4- 'Noticv, of At -e No, 194106.11 issued to Vision Extrusions Liatited for thm senes 0 =3 2- Glazing con S _1,6. Vhes with A$T-M, EIMQ-04-� -�N, -12 -VE 1000 Tan .102 andllightet Rigid. CellidarPVCEsleflor -0 Q U A L M" AS STY R.4 LN, CT F. ST�AM][E�NFTS Extrusions f PrIvIludows and Doors-- expirin-EL on 12agP- 1. 0 'Nfiomi-Dalde Department of'Reg:ulalorf and Economic Resioprcer, qkll)K)� L Statement letter of ccinfmmce to YBC 71 E'dition (2020), dated 0+2220, issued bry manufacturer, signed and sealed by Arghony Lynn Miller� P�E- ST., , U N7TS �kM < T­ 31ATERLAI CERTEFIC-XTIONNS: 2. Statement letter of no, fmanci2l interest and of -*dependent, issued by manufacturer, daftd L Statement letter of confa=auce to YBC 74 Edition (2020), dated 01131;121, issued by L Notice of Acceptance No. 19-030-55.02 is� to Kuraray Ametica. Inc. for their 04118)20, signed and sealed by ABfhonyLynn Nfillff, P.E. signed and sealed � by Anthany Lynn Millff, P -E, "Ti 94919 V, 1warkarm Clear, and Color PIVB Glass Intedavers7, expiringon 3. Private Labeling, Agreemem document between PGT,'dated 0350115 and:signed by all 2-, Private. Labeling Agreenjent dated 03,09/21 betweeti PGT Ind Inc. -and CG'I 07,091'24. involved partie& Wind "'Is and Doors Inc., signed try Dew M. Ruadc, , Pl-, VP. Fx*ineering, -on bdialf of 0 M It Notice of Acceptance: No. 17-Mg.02 issued to Kuraray A-metica, Ine., for their both c�xWanks. < "Seam, Glast (Ckar and, Alike) Gb,ss Interlay, en- , c7xpff Rig on WtMP23- G. 0TW-RS 3. Notice of Acceptauce No. 18-1 106A0 ismied to Visim, Extn*ons Limited - for their L ThL5 NOA 'MSNO.-i,#i74420..06(PV-T-w�CGI)andupdat4�stoI -10,20(7thE reM "04 0 'THERS -0 a- Trown Coated (Painted or Laminated) IA%ite Rigid FVc. Exterior -Examsions expiring ovlliai- L, This NOA ivyises & renewsN #210-0429.05(P A,w,1CG1),expirihg".'l+26.. F- f6r'kViudows and Doore- on 09/30424. � eKptr1W 1 RER Test proposals #19-115S dated 0 1110)2, a approved, b y Ishoql- Chau&- RE, expiring 2. 1he cuffent associated PIA CGI f ile, #21-42035.01,- expiring 04441X: 4. Notice of.kcceptance.No. 19-1106.11 issued to Vision Extriusim, Lin*edforthek 04,14,021- 0 series,"IT IM� , Tan 202L and lighter shades CN'oa�-White) R*M Cellular PVC 7 41 n Uj Exterior Extrusions forNIVIndows and Doore- expdug on 12P29n- 1. 4'T Isbaq L, Ckauda, PZ -I. < Ishaq I Clanda" PX. Z I-Affai L Clianitqe PS- Frodimt Coutrd Usk supervizer produa cou" U" superrisor z Prodget-Confrol, Unit Sulorrile'r IN-011 IN70� Noll -No� < NO A, z 1-020f&3 Eipira tiou IDa te'.' A'p':til 14,,2 016 Empi ration Date., zkvril, jtxpi�atiaa,Datle. April 14,2116 ApprovAl Date: XUrrk 2S, 2#21 Ap Aporavkt DawL. 1% F. -4 SHEET NO, August 10, 2022 PA 1.4 (D > MAMI-W MIAMI-DADE COUNTY 0- 0 PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast -Crete 1�&LLC Cast -Crete USA, LLCO Q_ 0 L_ -0 13- DEPARTMENT OF REGULATORY AND ECONOAHC RESOURCES (RER) It 805 SW 26 Street Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (D a) -1., U) -L, NOTICE OF ACCEPTANCE (NOA) www�miamidade.gov/economv 0 -0 I. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 = 0 Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS Seffner, Florida 33584 1. Drawing No. FD4612, tilled "Precast and PrestressedLintel Details". sheet I of 1, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details sheet I of 0 LL_ = prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, titled 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. 1, dated 031-2 4103 and Drawing No. LT461 Z titled "Cast -Crete 4 " 6 & 12 " 4— U) 0 M 0 > -0 SCOPE: "Cast -Crete 4 ", 611 & 12 " Lintel Safe Load Tables ", sheets I through 3 of 3, prepared by LT4612, titled "Cast -Crete 4' , 6" & 12 "Lintel Safe Load Tables", sheets I Lintel Safe Load Tables", sheets I through 3 qf3, last revision dated 06112114, all E cD 0 (D L_ This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E-, dated March 24, 2003, last revision #1 dated April 28, 2003 both through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P. E., on 08119114. U) M The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed hy Craig Parrino, P, E revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on CU 11-0 co Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS (AHJ)- I. Test report on flexural testing on 4" 6 " & 12 "Precast Concrete Lintels Filled and I None. This NOA shall not be valid after the expiration date staffed below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTM E-529-94, prepared B. TESTS C. CALCULATIONS Section In Miami Dade County) and/or the. AHJ (in areas Other than Miami Dade Count y) reserve the right to have by Applied Research Laboratories, -Repart No. 30404A, dated 04110103, signed and 1. None. 1. Calculationsfor Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, this product or material tested far qwall ty assurance purpDees. If this product or material fails to perfarm in the sealed by Christopher A.Haman , P.E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P. E. accepted manner, the manufacturer will incur the expense of such testing and the AHJmay immediately revoke, 1. None. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the eight to revoke C. CALCULATIONS D. QUALITY ASSURANCE this acceptance, if it is determined. by Miami -Dade County Product Control Section that this product or material 1. Calculations far Cast -Crete Lintels, dated 05129103, 207pages, prepared by Craig D. QUAIATY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building cads, Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. z Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino, P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. 1. None. DESCRIPTION: (Cast -Crete) 411,611 & 1211 high Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUNENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, I. Quality System. Manualfor Cast -Crete Machine Made Precast Lintels revised on .May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing Na. LT4612, titled "Cast -Crete 4", 6" & 12" 2002. 1. Letter from Cast -Crete Corporation, dated February 03, 201Z signed and sealed Parrino, P.E., carting compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, RE, dated March 24, 2003, last 2. Cavt-Crete Quality System Manual for Prestressed Products dated 2002. by Craig Parrino, P.E., certifying compliance with the Florida Building Cade, 2010 revision. dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22. 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER. PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Conical Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. z MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with. the manufacturer's name or loge and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1. None. B. TESTS County logo. "Cast -Crete 4", 61' & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by L None. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no Craig Parrino, P.E., dated March 24, 2003, last revision datedMarch 11, 2008. B. TESTS C. CALCULATIONS W change in the applicable building node negatively affecting the performance of this product, B. TESTS 1, None. 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any 1. None D. QUALITY ASSURANCE product, far sales, advertising or any tither purposes shall automatically terminate this NOA. Failure to comply with C. CALCULATIONS . 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). mi any section of this NOA shall be cause for termination and removal of NOA. 1. None; D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT; The NOA number preceded by the wards Miami -Dade County„ Florida, and followed by D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. None, the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance ice. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER - - -- -- -- -- -- -- � -4I­I` (1) a) = W —Cu (a) -+-.f -.0 > = a) 0 -i-­4 -- PRODUCLEYALU I .-- L- C= -0 -1-1-A E 2 EWDI I IT RETNORr 140, 2 i 3 PI�Iiliii/- .0727.02 2 . .fil"7 fli 3 a) CL 0 11,010" I L 00 INX, o,oli I I L I ECO imc. a) 0- 0 L­ Z 22� TEST R PORTS: 0. MAJERIAL ICHARACTERISTI AND 2.2-MT REPORTS: 5-JINSMLLAITION: = CU -0 0- . TILLIT TESTING & ENGINEERING COMPANY L - PIECIE(CADONS: TILLIT TESTING & ENGINEgRING COMPANY im -4-- W (1) --- -- Large missile impact and fatigue load tests were performed under Protocols TAS Shall be strictly In accordance with General Notes and Components indicated on ­- ­­­­ -- ­ , -- --- ----- Large missile impact load tests were performed under SSTD 12-99 standard as Installation shall be performed strictly in accordance with details indicated on 0 ­- (1) -L-- WAT TPA A. nLLrr. JR.: P.E. - WALTER-A, TILLTT� M, Pl� tilteoo@uol.com per section 1609.1.2 of the Florida Building Code. Uniform static loads as per sheets 3 thru 8,12 thru 18 of 18, of Product Evaluation Document (P.E.D.), � YL��!111-012%1-214" 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing PRODUCT EVALUATION UPORT TD.T'r, Li-N. 44167 RC�I1­1N,,.N06719 as per TAS 202 Protocol, Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shall be as indicated On sheets 1, 7 and 21 of �L�A, LI-11,,. 130I Secfion 1709.8.3, per ASTM E-330. Test reports prepared by American Testing drawing No. 20-175. Minimum separation to glass shall be as indicated on a) -0 0 Testing, Inc., Reports # 96-509 dated 08/09/1996, #96-570 dated 0911811996, 26, of Product Evaluation Document (P.E,D.), drawing No. 20-176. Lab ofSouth Florida, Report# 0814.01-01 dated O3111fO2 witnessed by William -0 -0 I sheets 3, 6,13, 14,15, 15 and 18 of 18, of Product Evaluation Document = 0 -2 -= a) PRODUCT EVALUATION REPOR #96-T30 dated 09/2011996, all three signed and sealed by Hector M. Medina, REPORT NO.: 204727.02 R. Mehner, P.E., Boriz Moroz, PIE. and Henry Hattem, P,E. and Report No. (P,E-D.), drawing No. 20-175. L­ P,E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1998 and 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo 0 EL C -2 3: # 2126 dated 1010$11998 witnessed by Gilbert Diamond, P.E. and Report No. 7. -LIMITATIONS AND CONDIMON9, OF USE: DATE: July 27, 2020 Largaespeda, P.E, and Henry Hattem, P.E. Large missila impact and cyclic = = .0 U- — REPORT NO.: 20-0728,011 0219.01-09, dated March 4, 200D, signed and sealed by Edmundo Largaespada, loadings per Protocols TAS 201 & 203 as per section 1809.1.2 Dfthe Florida .6-MATERIALCHARACTEFUS11CS AND SFIMIFICATIONS: M 0 .4- %,- Co P.E. and Henry Haftem, P.E. 7.1. Shall W strictly In compliance with General Notes No. 1, 8 thru 14, indicated PRODUCT CATEGORY: Shutters Building Code. Test Report prepared by American Testing Lab of South Florida, Shall be strictly in accordance with General Notes and Components indicated on U) -0 0 > DATE: July 28,2020 on sheet 1 of 26, as well as General Notes # I thru 4 and 1 1 thru 16, indicated Report No. 11,23.01 -% dated November 23, 2010, signed and sealed by Julio E. sheet 1 and 2 of 1 8, of Product Evaluation Document (P,E.D,), drawfng No, . - E cl) 0 Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009� on sheet 21 D126 of Product Evaluation Document (P.E. 0.), drawing No. 20-176 PRODUCT SUB -CATEGORY. Storm Panels Gonzalez, P.E. 20-175. (D L- L- PRODUCT CATEGORY- Shutters signed and sealed by Frank Grate, P.E. prepared by Tilteco, Inc. and signed and sealed by Walter A, Tillit, Jr, P.E. . SQ to T,.0 M 0- - Co 0 PRODUCT NAME-. 24 GAGE GALVANIZED STEEL STORM Tionsile lest report No. 9CM-198 by OC Metallurgical, Inc., dated March 13,200R, Anchor specifications shall be as Indicated an sheet I of 1 8, of Product = 1M -&--a - PRODUCT SUR-CATEOORY- Storm Panels 2.3. ST LICTURAL ENIQIN IN ­ 7.2. Product may beinstalled within HIGH VELOCITY HURRICANE ZONES as PANEL signed ary I d sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as Evaluation Document (P.E.D.), drawing No. 20-175. �- -0 . C U) < On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1620.2 of the Florida Building Code. per OC Metallurgical Report No. IOKM-1318, dated December 1, 201 0 signed PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL Wind load, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: Global ProtectImProducMA= and sealed by Jerry Jaclofano, P.E. as per ASTM E-8. length based on rational and comparative, analysis, and in accordance with 7.3. Product shall only be Installed Into poured concrete, concrete block, and 4800 S.W, 51 Street ZJo1M1TA1l0QW-6-A MANUFACTURER: Gighal ProWitin Products LL section 161 6 ofthe Florida Building Code. Calculations prepared by Tilteco, Inc., wood frame structures. Davis, Florida M 1 4 C FfirlitimpDImr-1 11A - -, " - --- -, - ­W� �QNJDF �USE- 4800 S.W. 61 Street dated 11103108 and 03112/15, signedand sealed by Walter A. Til lit, Jr., P.E. On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs, design Davie, Rorida33314 7, 1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated wind load, as well as maximum anchor spacing vs. design wind load and panel on sheet I of 18 of Product Evaluation Document �P.E.D.), drawing No. 20-175 3. MISSILE IMPACT RE.SISTANCE. Product Evaluation Report prepared by Waiter A. Tillift, Jr.. P.E. (Florida License 1. PURPOSE OF EVALUATION: length based on rational and comparative analysis, and in accordance with prepared by Tilteco, Inc. and signed and sealed by Walter A. 71119, Jr., P.E. 1, PURPOSE OF EVALUATI N; Large missile Impact under section 1626 of the Florida Building Code, as per No. 44167), President of Tilleco, Inc. (Florlds CA-000671 9). This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System section 1604 of the Florida Building Code. Calculations prepared by Tilteco, a This is a Product Evaluation Report issued by Walter A. T11111t, Jr., P.E. (,9ystem TAS 201 Protocol. Inc., dated 1211 811 0 and 08127113 (for this revision), signed and sealed by Walter ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES %J01wifffohl"o A 71111t, Jr., P.E. as defined on section 1620.2 of the Florida Building Code. 61 G20-3, Method I D of the Florida Department of Business and -4WND LOADS III," ? 61 G20-3, Method I D of the Florida Department of 8 usiness and RESWAN "P, �� : ... /I N, Professional Regulation. GL- ,A, T14 4 "19'. :,� \; .- '. ,!,� 3. M16SILE IMPA ESIS ,*V ." V -T4111I , , \�'EN `- .,- �1- Large missile impact under section 16I of the Florida Building Code, as per Professional RegulatJon. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind I . . - oe , " -CT R M, 7.3. Product shall only be installed into poured concrete, concrete block, and This product is being issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall beas indicated on sheets 8, 10, 14, 15, L__--,_ Z .. . I This product Is being issued an Evaluation Report as described herein, and has wood frame structures. been verified for compliance, in accordance with the 2020 Seventh Edition of the 16,19� 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. � I I L, & :�o, 44167 '. = been verlfl . SSTD 12-99 Standard and TAS 201 � , , ___ , ed for compliance in accordance with the 2020 Seventh Edition ofthe -I--- - -=*,t----,* - * ::: Florida Building Code, and to verity that the productis for the purpose Intended 20-176. Maximum Anchor Spacing shall be aI§ indicated on sheets 8, 9, 10, I 1, I .* E Florida Building Code, and to vorffy that the product Is for the purpose intended Product Evaluatlan Report prepared by WatterA. Tillit, Jr., P.E. (Florida License at least equivalent to that required by the Code, 14,15,17,18,19,20 25 and 26 ofZ6, of Product Evaluation Document (P.E.D.), '�, , / ' -- STATE OF ..,, I I ­ 21 ­ � . 4h 5 at least equivalent to that required by the Code. - No. 44167), President of Tlfteoo, Inc, (Florida CA-0006,71 9). drawing No. 20-176, " - lt,!??�-. "40RID" --';,91,1$ 4. W I JJND MADSAMIARN-CL I , , 0 , 0 been verified to sustain Wind 't, 6*- " L9, I I ,,�: # 24 Gage Galvanized Steel Storm Panel has This Product Evaluation Report shall be subject to review and revision In case of �,,;, ft,N­4"'� oe This Product Evaluation Report shall be subject to reviewand revision in case of ,,%W041011101i" a Building Code change that may affed Its limitations and conditions AI-INSTALLA119M %4�01$011%00" a Building Code change lhat may affect its limitations and conditions pressures. Maximum panel length shall be as indicated on sheets 3,9, 10, 11, A,,�/�e ' 12 and 17 of i a of Product Evaluation Document (P.E,D.), drawing No. 20-176, ""'. .. Installation shall be performed strictly in accordance with details indicated on VVAT`,LL Maximum Anchor Spacing shall be as indicated on sheets 5,9, 10, I 1, la thru 16 ,.,, N -`,- , 1* 2. EVIDENCE SUBMITTED: sheets 3 thru 7, 1 0 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document D;� TILTECO AnMON RFCORaT9 �P. E. REPORT.20 k GLOBAL. PROTECTION PRODucrs, LLC Ii 20 (3AGE 2. EVIDENCE SUBMITTED: �- ---- - -- 1. S 2A. PRODUCT EVALUATION (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as GALVANIZED F,TEEL5TORMPANEL�ORM#2047$kR�PORT#20-0728.01 and 18 of 18, of Product Evaluation Document (RE,D,), drawing No. 20-175. -E ;--.' 7 1. = ­DOCUMEN 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to :, . I : T _(P.E.D.)a T/;- : = Drawing No. 20-1176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", Indicated on sheets 8. 14, 16, 25 and 26 of 26, of Product Evaluation Document Z1 - PRODUCT EVALUATION DOCLJMENT (P,,E.D).- - — * :*� (P.E.D.), drawing No. 20-176. work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. WI 1� , � . I I � sheets I thru 26 of 26 prepared by Tilteco, Inc,; signed and sealed by Waiter A. Drawing No. 20-175, tHled'24 GAGE GALVANIZED STEEL STORM PANEL', D:� TILT E�COADAAONRECOROs I?, E. REPCRT.20 k CLUIIAL P,,b!0,qN P�!�§, �* Z Tillit, Jr., P.E.; dated 0712812020. This drawing is an integral part %� Mis sheets I thru 18 of 18 prepared by Tilteco, Inc,; signed and sealed by Walter A. I GALVANIZED S7EELSTORIA PANEL kDRWG#2O-17E1RFPORT1P20-0727. 5 ,'- ORII� ...� ­ tAGr 1. 4, ,$� ,,� 11, - , Evaluation Report. ""Ill, I yfit,, O'kLI01111f14"t I'XII0111111101I �Sl I - - I—. I - "O 14!z 'k N , ' �910NACE ,',,,'% %,'I�1� ,, I Tki/S Tillit, Jr., P-E,,, dated 07f2712020. This drawing is an integ,wg '" ,,I- ,0 ;�� A, rg�s "'IN, III ,� � ,1�11,z,`� - � - � ... �- "'. , `�� , 14/ �,,, Alp ­­11.1-1. , 1; ,,t N � _?,A, rk Z ?!,, ., , . - " . Evaluation Report. 'S'. \ ,�,) "t e. . ........ /,) � % . ; _11; , . ........ �' �t, 111110110% .,,��L��, � , E N Sp` , I . " ;�., ,' �g ,-" \� ENS, `- ILIA1, � ��-,- - .." 0�..,'\y, 11 -1, ,, - I � ­­ '-- -C� r,EN,,'.-. �0, ----�, 49 c=-.r -- . � -1 I V�` `VNS, ". "� - ,,, ;�, ".. I I 1. ­­ _-'�-­�* - I I I "Z­-V �p I- - � -- ;� -- I I" - io , 's A - . , _ 0 , , ,=� Ii� v , i ,-----�, \ , - � -1 . I I " �- ­,: . � - ,::� ----'41- -7 '-!; Lj- - �--:4411 `­11- �2�. - - --- - ' , ­:� 't � S �1­1- , - I �-1 - --- 37 '-. N '­ .I- - .- --- ,;� , � ­44467 S .71-1--1 � -�,�­T - � 4 , - - - -- I I , � " -� - -- --- -� I—. - fn]4�� 167 , Z .1 --- , Z No, 44167 ', F i*1 . = ,,­-.�7 .1 S 1 -7,,-, . 7�,'_7,,,�- -Ze 4'. . = , Z 7,11 - , - *' I * I S '1,,f*t,, * :*= I #� * :*= , ,� , 1*1 * . - 2,14 � - / , , . S I ,.., '; 11 � / % -�3'- 1*, Z / �`C,� I—- -- . - / / ,,o-. 67ATE OF .-'O-- - / S E 0 - R -Z - I I ,%,n. ­­C,� "QZ . 7.* / - -C', $7 i�l '. I. , -- � . I- ATE F I ' I �� � , . . .", - f3T'.-" L , 11. � 1. '. , . , . - . , Op, D - * -, - Z - 011� �0� � 11) IV, ' , 4 - R , I ­ . ... ,; O�,, .�. ,$ :;:' , .. .. ­. ., � I -e Co. .... G3 �e �." 1. I -­`_1 00 1. 6355 NX 36th Street, Suite 305, Miami, Florida 33I 66 - PhEme:(305) 871-153 - .. ",,, 010NAL�-Iolr k, I%\" W , Iffill'-` " 0 ...... 01111IIIIkI 6355 NN 36th Street, Suite 105, Miami, Florida 33166 -Phone: (305)871-1 11 01*11 111mlk -1531 It) 11111m0k I I I I I I I I I I I I MJ OENFE& ! COM-R9NENTS FOR REGULAR It LIFE 5LAFETY STORM PANELa 1/4, 2/4, 3/4, 4/4, 5/5, 7/5� 8 3) IN CASE THAT FRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR wow SGARDS BE PESIND ON THE (SCALE 1/2-I-) 6" FOR 24 ­ --.-- EXISTING WALL, Wl4ORS SHALL BE L "G ENI TO REACH TW MAIN STRUCTURE BENNO SUCH PANELS, IW/10. 2W/10, 3W11O, 4W/10, I STORM PANEL SHOM ON I'm PRODUCT -MUAT'M DOCUMENT Q`tDL) NoS BEEN VF",fRM 'FOR COI IN ANCHORAGE SHALL OF AS MENTIONEDOIN 13,I) AND IN 8.2)� - ----- - -, -- - ,-"-- - -,-,- ­­ - ­­ ... L'----,- - 15-196, 1�TTRAL WRTI -- -"-- , ­-­ ­ ­­­ --__---,,,-- " __.-----,L,,-- I ---- ---- lSJINS'r +5W/iO, 6W/11 & 7W/11 -1b. 8/5 ACCORDANCE WITH THE 2020 (711, CENTION) OF THE FLORIDA BUILDING CODE (C) TELDMNQ-WELN"F=Q­D�L---=-MINJ1 � ------ L'-----"�--"-'L'�-�-----------12_W(EFFECTWWVM),�-----L-------- L -- -- -------- -,-- � 1- - , ­-­­ 'TOTAL WICII - --,---L- -- . 1/4�0 TAPCON AAENGOS� AS MANUFACTURED BY I TW, BUILDEX, NC I : I - . _-,-_ ANCHDRS� FOR CONCRETE SEE SCHtDVLE ON SHUTS 9 & 9 - -- ­ _ __,.___3: MI OES40N W40 LOADS SH&L BE DETERMINED AS PER SECTION I 620 OF THE ABOVE MENTIONED CODE. i14_1 I -­­­ ­­----­-` "'a 1/4" -- - --­ ­­ I ( I �- ---- ---------6.25Q - - ---------, --- � _3* WX_----- -- FOR 4 WIND SPEED AS OCCUPIED BY THE JURISDICTION WROTE TMESE SHUTTERS WI BE INSTALLED AND - 0 PANE"rE Pt"Ii 10 AND PANEUMATE PLUS ANCHORS, AS MANUI PY ELCO C04STRL�CNDD PRODUCTS � . , FOR WOW SM SECTIONS ON SHEETS 10 & 11 I I w FOIR A DIRECTIONALOY FACT K4.OS*.U-4W ASCE 7-16 AND SKAII NOT DIMEED, THE MAJOMUM - 1/4-. LAC SCREWS PER N,D,S. i -lLsr � 1-1 -�*GI , - ,, 15W 1 L ,�, I' MIK � - I i � Sw 1 - I OR (AISIO) 1',� 1 1 1 IW"- � ­$ - --N ­1350I X ,z -- 0 ,� � I DESIGN PRESSURE IVIONG$ INII"10 ON SHEETS 7 DARU 12, 14. 15. 16, TO & 20. - 7/109 y 5/A'WOW BUSHING. AS DISTRIBUTED BY ALL PMNT SCREW, SOLT a SPECATY Cc � I ­ I � ,,- L � , 1 04" � ,, �7 ! ,,r ,! -M, , � 1 01036, WK THICK -I'S r a , I a 6 M — ­'. --1 �— IN ORD ­ 1 �1, mymaw STEEL -� 1< D.M..O, (1). (�)+ 4 - � ­1- - � /------I--, -I,--,. ­-, ------ ­-­­ .... .. -_I .. .... L ­­) " ER TO VERr'f THE ASOK NOITION, ULTIMATE OESIG WTND LOADS DETERMINED PER ASCE 7-16 ED Q` � , -�---7 .... .. ­-r-­­- ,-- -7-1- 1 , -- I � SHALL PW REDUCED 10 AI DESIGN WIND LOADS W NIQLtIPLYIND, DIN By 0, 6 IN ORDER TE, 'I� 11 P� FOI I , ,--T ''I C 1) 144MWM INOW PENETRATION INTO ROOD OF TAPCON ANCHORS SH41 K I !/�� Afto 2- MR ELCO PANELMATE PLUS -4 -. W 11 -1- I I 11 CCAAPAX THESE W/ II �XSC) Onr AND PANDLOICE FEMALE' A 1, I ­� � I I � I I I C= = ­--�-- , ,, , ( I � 0 ,N PRESSURE RATINGS INDICATED ON $HEETS 7 THRU 17, 14, is, 16, IS & 20 OLWINUM STEEL " - I I Z i 1 I - i I " I � , , 1� 11i/I 2��V, 11 I I � ; I I - F - - " - ov,w ANN. THICK . MG i . , 't- --, � � 4-� , .. =CP I . (�), @ I 1 I , 1 1 1 IICCI . A ASW AL-4161 DOD (�) , - -Ro`Y INAT AhtOORS FIN THIN P ED 12) MINIMUM ISPIDIDED PENEIR MN OF LAC SCREW, IN70 INE WOOD FRAME 11W SHAU BE -- 1/2-L $0 THREADED m TYP. � i i , k, I I I I , , 114 CODER 10 * AS TESTED AM NOT OVER S­WSI A MIT NI IN ALLOWABLE PENETRATION INTO STUCCO SKAL-1 BE CONSIDERED AS PART Of THE AEOVIRW lKRICADED PENETRATION ODO, I Dow 50 MD^" I � DETAIL ; r I , I i i ; I I , - 2 2. . --� ­ t R 1� / 2� . 4.1;-'4r,; ,-�, , `�` I I I I L _ HOMM - 1 5 21 �,��\ I -t�XTAEEDGE I I � I . I : I In STRM TOP WIND LOADS WAS NOT USED IN THEIR ANALYSIS FASTENERS SPAa4NG 112 WOOD HAS SEEN DETERMINED IN C-00 II � I � I I i I I � ACCORDANCE ARM NZ,S, 2018, , 48,11, 1 � I I � i . I � L > I" C,3) MINIMUM EM DISTANCE OF LAC SCREWS. MITI WOOD SHALL BE AS *=ATED IN THIS URMNING 11. - - I- - -1:;E`--1`­1-,- - � ­ ---- :� I A � I 4alar i I � I , ! I 1 1 � I i CD I ­ - ------ I - I . I - ­ , � - - - - . '- ; . I ; I . � " - STORM PANEL S AMOVACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERWIEV IN ACCORDANCE WI SECTION 1626 OF i I I I i� JZ = , - I I ; i i = r, r THE ABOVIE MENTIONED CODE AS PER HURRICANE ENGINEERING A TESPNO INC, REPORTS 06-559. SJI & 96-T50 AND C 4) WI PENETRATION OF WOOD BUNNING SHALL BE 5/9' 1/4' 0-20 SCREWS USED SHALL BE I i/2- LONG MINNUM - 1,3k* - .3k -.1- I , � I ,I I 1­ i � ­ � ED 6 ., -1 1 ----S�2W-­---- .. -- - 11L - -- - I __ j , - - -- I 1 1 FENWOTION TESTING LAS -20 , TAS-202 AND TAI 9406LD MCOO EXIST, AND I* MIMMUM FOR WAUS WITH NO STUCCJO� - - ­ - -- -- L i , � -1 - --- - - -1 � " - - , � 9 = INC.. REP091S JI & #2126 . AS PROTOCOLS TAS - I- -- ­ - L- .. I ­­ �'- .11 -- I - IT. -- ­.- -- = - --- � I l r T- — - ­ -- , - 1-1 ­J I C�� ! ' 1 1 M ' . L 1 � , -< . I I � ; I , I I i �' I I .E = C`4 AS WELL AS MAIERICAN TEST LAO Of SOUTH FLORIDA REPORT 02 gal -09, AS PER TAS 201 � TAS 207 44D � 1 � 11 I C..� TAN 203 STANDARDS� C 5) IN CASE THAI PRECAST STONE, OR PRECAST. CONCRETE PANELS. STUCCO Of' WOOD WARDS BE FCRJND ON THE EXISTING T ED&LEM" 0 END STORM PAN . r I I I ; Z� ! L I ; - i i : -= ". >< 2 ALL Q.UMINUM EXTRUSIONS A-) BE 6063-T6 ALLOY AND TEMPER. (UNLESS OtHI NOTED). SEE SHEET 2 WQ� ANCHORS SK41 BE LOW ENOUGH TO REACH THE MARNI STRUCTURE OtHINO SUCH PANELS I � I L � 1 .j = , I , I I L � , � - I I � - I I � � 1 I i . , = . . I I - -1­ ­ i 'a =) AWJ40WE SHALL BE AS MENTIONO IN C. 1) C,2) * C 4) 1 1 q __ _ 1, - -, tffa I 0 I I'll � � I - I -­ I-- I I I I i i -1W � .- 1. ""�­;, � ! ;,-------- ­ � I : � . ; i : 3 ALL ALUMINUM SHEET METAL USED AT- CLOSURES SHALL HAVE 3105-HI4 ALLOY. - I : I . � ; I i . I I I I -1 I" f , - -- -­l I i � 1 1 1 1 ; I . . � I . ; GO -0 C"41 J= (0) ANCHORS $HALL OF DI FCUXMNG ALL OF THE RECOMUCHDAMONS AND SPEC111CATIONS OF THE WHOR'S 1,100FACTURER - I' I I -250 2.187' I i I � � ! 1 i I L - - - - - - - - -'- � - - - - i . W C= to L ft�"`��EAG LIP-L -�, fl 7 12�: -20, : I � 1 � I 1 - -� ; � ,a - . 0 A ALL STEEL SHEEY WtIAL PANELS SHALL HAVE STRUM,RAL QUALITY STEEL ASN A-03 GRACE 50 M,NtMUM� 4,60 � IOU" P 0. � . ,a, _ 1/4*. g... ­,-E I SCH IrED 01", i I - I i 1 � �BOLTED PANELS W/ 1140-20.1' 1 - .< - C-4 3e- 8 PANEkS MAY ALSO W INSTALLED HOR90UMLY FOULOWING INSTALLATION DETAILS 940" ON 41CIRON � THROUGH 10 (SHEETS 4 1� 1, 1.2k* � L . 2 UN i " I L ! � CILVANIZED STEEL CESIGNA71ON W/Fy- SILS "I (AFTER ROLLED). THROUGH 6) EILCE-1. -HAT HEADERS 0 & Q 51� NOT BE USED W/ NEMMED EDIX I -1-"" ,�, �� , , I I - -low lo a I - . 304 SEWS 3SO,- . . , -� I I IS.S. M.S. BOLT W/ 7/8' . 3/32- 1 F, 3: .2 Cu t I I I, SS MUD RI SI& sm RIFETIED - 11 1 1 I(SUE SEC DUNS AS � I I i 5 ALL SCREWS TO BE ,STAINLESS STEEL 3" OR 316 X-P SERIES OR CORI RESISTANT COATED CARBON 551M AS PEF I I I � I To "LE 0 TO A"GLF 9 L I I � i I � i I I WINGNuTs 0 EA, ovm-AI L .= W -I'- q,..ar -::�� I I I I I i APPLICABLE) � I I � , � � � j i 1 I � (SEE SECTIONS AS APPLICASLE], ! 9 .2! cl- 9 If SHAIAL BE THE RESPON:41TILITY OF THE C041MMR 10 VERITY THE SOUI OF INS SMCILM MI SHUTTER IS ID BE / � I � 12 ,/P- mc. :2 112- ox I I - " - , ,,�� I I I L DIN 50018 W1 SO W, YIEW STREINGTH AND 90 1,3i TENSILE STRENGTH & SHALL COMPLY W/ FILORICA oun.0,40 CODE � ?�­' � --- - - I ! " I I 1 - � � , . I I I I I � � . SECTION 2AT`;� ,14� LOPER ANCHORAGE- THI SHVITCR S14ALL OMY a A 90 T - BLOCK E - ,� " to.08 .1"J, I DOD ilm 'I'Soal ­ ' - ­ � L ­ I � - L-L-1­1- I --I -L-] I ,. E - = - ­ ­ ­71 2-425 - ---- I - - .. , �Lj I � -1 i �­­­ ­ 1 .", !� a, Z -Rr � ATTAfREO TO INSURE PT, rrACR 0 CONCAM OR WOOD FRAM / ��- , ;;; 3,37 � . 500* L / '. - BUILDINGS. J��,� � , IOS3, 1 . ,-- �. ---- . L' ­- ,� i`- 01��. 11 � , �6:i , A'L ... "'�4 17-7-1 I L - - I -, ,­ -­ -I'-- -7- ­T-1- - , , � . � � 6 EIOLTS TO Ef ASTM A-M7 CALVAM2ED STEEL OR AN) 304 SERIES SINNLESS SIM- ANFN 36 KA UPLMI YIELD � %3* � L � on 1939' SEE i � 1, I - -- - -- --I- - -, I' i � I ED , I I I T � I to STRENGTH H), fAC" REGULAR STORM PANEI, WITN LENG-INS OVER W-8 THROUGH 12'-4'. AS PELSECYPONS 6,M,8 9WA 10 AND ALTERNATIVES 8W, 2, f ­ - DET I, � WILL I : I I!! 'i 'i - BE Ly 5VSIF I I I 9 � I i i i i - I I 5W & IOW ON SHEE7S 5, 6 A Q RESPErTWLY: ISHALL HAVE A IEGIBLE AND RKI � INSTRUCTR40 OWNER OR � �7 IIII �1,5�, ­ � � 1­�jp I " � ­­­ . I ? , � � I i � ! I 1 , I 3: 7 - ,�� "�� NEMMEQ, -- � !�A S , T I 1 i I , � M ANICRORS 10 WALL SHALL BE AS FOLLOWS - -, � 125, � i � ; 1 4 = W a) .= �ABLE "FORCEWNT DURING PERIODS OF HURRICANE WARNING , I _ I I 1 I i I TENANT TO SECURE PANELS WITH APPLIC f 11 � 1 1 � -, I - . J I ! I" � i I f I 1 � .= -5 W CP It IKE tR51'ALLATION 0010I I$ fO SW�AULR ALL' I , L I i � j I 9 = = (A) �P�LXJN�F - ­ - - - - ­­ 5' M.'­- -- -­,­­-­- -,f,5GE- ­ L-,-- � 11 I , � � ! � � � � � ,�� _� I I i I i I I � I . � � RAVI r.�DNIO�nNENT mGI V,0CA RE�"N IN CONTINUOUS CONTACT WITH L I _ R�u X .- W I , i I i � I - I 1r4,. ,AI ANCHORS AS MANUFACTURED 0 714E OVILONO TO PREVENT WIND~ INTRUSION, - -- I � (w) . I I I I � , � � * 4) of JJLW SLILDE)J, INC (MI J'­�192 .­) � 5 = 2 >-1 - 1 /4' - .7/8'TAI.X-IN ANCHORS. AS MANUFACTURED BY OEWALT INC, (4114- 1',,-100 P..I.) ­110I 30 L-Z0001- - - ! i -- � -- - - I I " -&.= 0 , 500"ET AW �+ �1­1 L! 1 11 A -, ­ � . L I = E - 1/4 3J4 EHORE 1Z STORM PI - STALLATION %HAA4 COMPLY MT14 SPECS )NITICAIIED in THIS DRAWING PI ANT BUILEANS AND ZOI REGOLARCKS ROUNDED COANER 0 EENOS Of L'S D.M,�@,@, 40 -- - ­ ­ 11 -,-. , -­ I AS DISTRIBUTED BY ALL POINT SCREW, DOI & SPECIALTY CO IN ne. _k& 0 PKI By T4E,IVRI VNI FERMIN IS APPLIED TO -,% Abillm 4f �.l - I I I iul 1'�-Mw R.0 ENO UP W/ HEMMED too rA . 9 -- E 1 2 ,*- - J142-10 PANELMAtE FEMALE 0 & PATIFINATE PLUS ANCHORS, AS MAWFACTUgeD BY R-CC, CONSTRUCN�QN PRODUCTS, (1) "ho HEADE (�) *9II (R MaLE WITH STUD (@ MOLL Wo r � L - " ' 1 r .3 CD INo ,­3350 P1.7) 13 LP) TIAS PROCI E-ALVATION DOCUMENT (P F I,) PREPARED By THIN ENGINEER IS GENERIC AND DOES NOT PROVES IWORMI (N.T S) \Z) 1 3, MAX � O- W N " FOR A SITE $PECIPiC PPOJECT; J. WHERE THE SITE CONDITIONS DEVIATE FROM THE PLO REff= 91.1 � 3' �� _11 � - 1/410 1:1 I.-CRIP ANCNORS� AS MANkIFACUMED BY TRV-FAST CORPORATION Q'--�600 PL­ I L' L, I- - '. - 1/4, 2/4, 3/4, 4/4, 5/5, 7/5. f2 VARIES 4, w - (P� CONTRACTOR TO BE RESPONSIBLE FOR, 7HE StLECTION, PURCHASE AND INSTALLATION INCLUCI LIFE SAFITY OF THIS PRI i SOL GET IW/10. 2W/10. 3W/10, 4W/10, 0 A 1) MINIMUM EMOLDMINT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE I Z-16't 2' FOR PANELIAAIE FEMALE I I - I 1/1- & 2/14 .374' 1 6/5 - oo OOZED ON THIS PEO FIR 0 HF.I`5 iE DOES NO OI FROM THE CONINDOWS DETAILED ON THIS DOCUMENT : ..344" - 5WI ISAV/11 & 7W/11 AND PANEMALTE PLUS AND I 1/4' MR CF TAP -GRIP ANCHORS CONSTRUCTION SAFETY ATOVTM it THE tCWPA,CTOR'5 RFSPONSIBtI : I ­­ --- . L 9,X OCE ,Sst:­�- 096' -�Ll' .ON, ­750* SITE I !-'so � I -,W- ,�­ � TI , t - . I I - ;' L ,L­ - - -i �310* 1125% I/,-,­X 3a* Smors ­- ­ -,--_" ­, ­­ . ANCHORS, FOR CONCRETE ONE SCHEDULE ON SHEETS 8 & 9 I I . , ­ ----- , I -- Fw��r-w -- -Ss. TRUE, MI To - -- - - - - - A.2) CNX-IN & S"-S ANCHORS SHALL RE EMBEDDED 7/8- INTO THE POURED CONCRETE NO EMBEDMENT INTO (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED �NVAUQ IF 40DIFILD. L - I—— , r -- 4 1 - 1 /2* OC FOR WOOD SEE SECTIONS On SHEETS 10 h I I 1 1.407'1.0,53' . .375. / �24.!.� i.vc, ew L STUCC SHALL BE PERUTIED. 1/4� �20 SCREWS USED SHALL BE 1 1,12- LONG MINIMUM SHOULD STUCCO EXIST, - - -1 I � I— - --- - 1. - - ."a' ANG . I . I -(-- -- -­­ -­3 . --I_ NO I�DVNIMUM FOR WALLS WITH NO FTUCCQ� AND MAY BE HEADED SCREWS OR AU TIRFADM SCREWS W/O HEAD. (d) SIM SPZCI`FW PROJECTS SHALL RE PREPARED By A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE T L ----. r , I 671- � - i - - - I I I "; � :� - , ENGINEER Or RECORD (E.0,k) FOR THE PRQ,CCr AND WHO WILL BE RESPONSIBLE FOR Tf�- I ' L- _19D` III 11 1,B71 � Soc-1 , BUT WIN WINC NUTS �ROPER USE - THE P.ED ENGINEER OF RECORD. ACTING AS A CELEGATED ENGNEER TO THE I ­ L- I ----- I I I.... / . ,,.JAY : CIF - II 760- A 3� N CASE THAT PRECAST STOrf. PRECAST CONCRETE PANELS, PAVERS. STUCCO OR WOOD BOARDS BE FOUND ON THt PXD ENGINEER, S44a SUOUR TO THIS LATTER THE SITC SPECIFIC DPAlI FOR wvEW --vsr- I , I EXISTING WALL OR ,I RL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN5TRUCTUK 801IND SUCH DAW PANEL OVERLAP t - m,I,,L on* I I - - ­ � NIT& . I -nS**1-=-1T I U i ",� I - :,DB,. I-- - F-%--,., I I ... � I REGULAR STQRM PANELS 1, & Ch ELEVATION Go ' I PANELS ANC14ORA" SHALL HE AS MENTIONED IN A 1) AND IN A 2). (t) THIS PXD SHALL SEAR TNE WE AND ORIGINAL SEAL AND S4Gkh1UJRE OF THE PROFESSIONAL '- ; --ITrP.) ENCINCER Or RECORD THAT PREPARED IT :;iS:-- --) -- 2-000- - I .OW 7.000, r'-" KEY H= WASHEIR '�k��- (6) �Q, DIM �D t-.'� . L10 I �=4LQPd,�ACL­A0,I­-f,'--.,2Q 14 SHUTTER MANUFACTURER'S CA0151 SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM I I/*- Mox, GXF /4' 0 TAPCON ANCHOR T. W BUILO]EX. INC ­ � IOI --- E" _T=K ANGI.f. 9 AX-�!F�' (7) FLAT EWE 267* / RS AS MANUFACTURED BY I PANEL SHVM IN ACCORDANCE MT14 SECTION 17D9.9.31 OF FLORIDA BUILDING COEL ONE LABEL -� �Z) 7 - l - 0 � 71W CALK-44 ANCHORS, 49 MANUFACTUKEI BY DEW F INC (VIN !`�1500 pa,) SHALL BE PLACED FOR EVERY OPENING LABELING 70 COMPLY WOH SECTION I70%.92 OF IMF 1 0,036- (W,) �� ­004 ` WITH STUD (Wl tooERL* -1 Iwar VALEM ,, I � - i/440 f'OV`L� SOLIC-SET ANCHORS. AS VISTATRUTED BY ALL POZ SCREX BOLT & SPFLC.,&LIY CO. PLORKIA DULLING CODE i cAwAmew STEEL - ��04*.! - VIAHININAN - ­- -- (M .1800, P,.J,) - -- I r- - "---" -- 4 1 � 0, X , ­14r, �J ,,� - U. � -- 4 " � . I \ /`11\ /IWN - III I" I 1 4',I� , Tkt/ ------- - 4-10 FAMEWATE FEMALE 10 AND PANELMATE PLUS ANCHORS, AS MANUFAMITED 10 ELea, CONS[RuCTION iiir. opmm SHALL ONLY BE USED TO - LOW 7 If ; ­ � � /�w P ,OOUI (ION, V­2[171 p-) ookIII, -N*� IS � 7 ­' Z!r - � � IIIIIA 0441,0 OBCON KRIAnS IN THE LATE OF � -­ r i'alfir I , I IF TAF­�GRP AHI-NOR­ AS MRAUPACTURED BY TRU-FAST 'ERPORATION I - - ,--/ ,IAI,� 11 I I" or . A/4, A . � T's ____] f 'I, r In I �1.1 �>CEN 4r 1� UAI GAP ���,` IV ;`iWU,PJ4 .: 140% 3 1 8 1 (/7 -, S 'A OA 11 11sk, i � " - � �-` I­­1 11.11" 7 ­r No, 44167 -'*1 - - - AaXt ­ '... M& 5 1) MPI EMEMMI OI tAPCON ANCHORS. ELCO PANEII M40 OF TAPI ANCHOR. NIQ PIE C �,� r;;_`�',I FLORIDA BUILDING CODE (High Velocity Hurricane Zom"# I -i 13 . . ; I � . , I . I . 5?%, - * IT . . DOE (High V610I HU Gone zono)l I ENS�- % 2A DA BUILDING CODE (1,11igh Yetathy Hur cone Zone) OLOI UNIT sNAU at I 1/4- " . - - , - - ­1­ ---./ = ,*E L FLORI FV , �0 MTEM �L : I =*. FLORIDA BUILDING C M STORM PANEL ', ­­ ­­J . A ` - - � , No. 1 7*1s, 20 GAGE GALVANIZED ST LOA" � I 'I I I I NICKEL BODOM I � � STAn OF ,-4� i ----- - 0:026 WIND. bc- -- F.P (6) '.. S �= Tum, W. rp, 9.2) CAIK-IN 6 SOUD-SET ANCHORS SK0,LL BE EMBEDDED -/a- INTO THE CONCR,ET,E BLOCK uM,T No EMBSUPP 4 167 . E I -ilv 'a L Cp.% WIND, WIT Z. OF PAM * . 4 20 GAGE GALVANIZED STEEL STORM PANEL I 20 GAGE GALVANIZED STEEL STORM PANEL INTO STUCCO ShAL! BE PEAMinm 1/4* 0-20 SCREW USED SHALL HE I I/r LONC MKVUM - - — . ­1 - , lo' - P ORkVN all g : DRAWN ffr� SlWa TfQCCO - - -- , � 11 �­-:* - ­\ /SAI ­ , 71 gi (�� � $1 ,I� � - S, I .. . EXIST, AND I , WNV-IM FOR WAUS WTH NO STUCCO. S S -0,� 7A - GLOBAL PROTECTION PRODUCTS. U.C. "' ­­ZQGN'---- 7gy IjOLE -'- 0- *, ,�4 1, :�` /T ­ .04C ­ ��IaR? . -- 0 . - SE 1. * --- :*= IF \ GLOBAL PROTECTION PRODUCTS, U.C. ' .M. . *'. . 07/n/2= - f - 1 - STA OF -_�­---- � ,M—C.. \ 0oc "� W VOPT, %,,�w O� � �;� — GLOBAL PROTECTIO WE, TION A -A! _ I * A C."I Co ow`C I W1. AT PANE *Oi4 ­:---� N.TS. 15� -,0% ATE'�,��-�-- �-11 / 11LIECOsPiLc. SA� 51 STIW� .- - - - MW SIC 51 Saw � .9-- I now- , ISH. 20-176 -1.1 I Gov. FL =4 " 0,�-.. `a*- 11 - -, - * -�r­ 20-176 % 2-)C7-XI LC AnDqMI USE WNC NUT W/Dtff ,,-�,,---Y'�-,-�-� M-. WIr. -- X=.-.X=. 111-�'1=74* (RINNIKI-X0 nc, (44,4011--IFFIF? I�UE- 170 III &M .4 ,,, , LT�0 6�,��, — - - --WNC 0""" IT .. - AIVW 000MKI II 1.01 - —� �k 5_-1 -,, i�,� I O�... ",, � *,, ­.­ I - 0oQ.­MA - � FI� ""'S1. QI`�CVCNIII R &I �. R.ONL 0M)AVA-71,0, IV: r"4NOW-4101, 20-176 oRk -, - ..". IY KATER I M19 - IL I I - - ;-Q AlolafiNUM-AW-U . MOWLITHIC %I W/ ADDITIONOM. i - am --- � - OW --'- �111, r�� ........ ,; . I - A ot= -01WIC.- - - I - - . CA � ,� � - CIMAIN.- -OMA-1.1 DRAWING No. I 111I - ­­11 11�nlr"Ml 'Lo". 1, f -.1 — pp.! DRAWNG NA NAL, C,aom,ii Io,E SEA/&KPUTUW,'1M�Tt . L, A I I I --i - I - P, I - Sim DO MCKU F-Tra STEW SHUT 2 OF X '111144�11 No ,OMY. - I !�& Z '44'i . - 1 ­I67 1 7/8'..3/3r WISHER ISIADILM -Dwv 9 , =!z V., -- -, - - - - , -', A I I I . I I -.1 I I - ,- - --1 INSTALLATION DETAILS FOR 1JOULM PANELSCI ik Cm M Lwm flM INSWIMQN IN F%= QQNQMM ------ INSIALLARM EIAILS FOR REGULAR PANELS(I & INSIALLATION QETAft.S FOR REQQ1AR--PANE1aa-k-U' INIQ- EXIMNQ POURED MOM DR.- 9AM mm OR = - OR PANCIWATE 'EMALE ID, qll� Q EM W&4& UEE MW E--Z HANG 2ON PM 2M INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUPTURIES INIQ EX19114ra POUSED CONCRETE OR ONCME BLOCK STRUCTUSES COCAM 00I I CONCRETE: ANCHORS ''I i PLUS OR OF TAP -GRIP RIE SCHEOI ON \1 i�� . I I- ' FOR CONCRETE SEE SCHEDULE ON SHEET S --- ­- --- L --- - - * , �- IOU wam ON SCHMIJUE ON SKM a IF 9) I . I . . I -, -----'-----, ANC"D`S� ! ", SHEETS * TIAMUGM ;) ,�,�, -I ­ - FOR WOOD SEE SECTIONS ON SHEET 12 MIMS a 14I 9) . I -g5U,R=RErE . POURED CONCRETE CONCRETE Mowlxos I I �� I M , I - � BLOCK I OR CONCRETE BLOCK --? JI 73 M.- 2.67' 3" W. -I--& (SEE "MULL ON . I I L 4 .. 49i I REOURED CONCRETE ANCHORS � RECURRED - " W, (Mk CNERAO� I' W`I1 -, \ Z�1'1 I " ­ � I 11" '�� 41 L MW4M CONCOETE AW.DRS � I - CONCRETE ANCHORS - _wNoUE VALLEY) CONCRETE ANCIMS SHEETS a THROUCH S) - ----ED -- Co.RE,E ANcNoRS -N11 I ! 1:1 -- -- -- ---- I �- .�� li-i-t I QW— � — Ong a. 111h. a. Ik TO 111% 9" - ,­ Cn (SEE SC-EDULE 04- - : �� i T - - �3 r -.1 " �� 4 1, L ' L - Ija SCNE . ou) I " EXISTING POURED - I S a TNAKX� .T)I , '� ; _MU ON I .,--- I - Tsa SCNECuLE ON I I - I P� " K" I " h EIRE SCHE� 1). ; -t& =P WRIZICM ,� - I �1� ��-AI (Sa SONEDU 0 1 i i I : 1 a) � - DMOED I - : I I � 1 SSEET 2) i IN I M I \1 I . , I '� - Rw 9) SIEFT 0) ­ `� L YM 'GUOED � (�)' L � I ,GUOED t ­L - ,Z,� -V M.- . - 11MM PKMI I - 7 i ; I I I L; 10 ­1 -- i � � ­-'. ­4 -- 2�N I 1;��l MP�,- ­ IF-ilfic"I" "`% CONCRETE � :: ­ I I E10. I AM IF L �, � I- I� I �111` ; ; �11111 f rF .. �1� . ': �, -:,,, ,,�� -c:: L - , I "2' ­1 t . I . . I I �, - I RUM f---T-8 : I , , -- ­ - I . - --- - -- ­ � 1 * I : ; * � ' * L . I W I'll / * - ---- I RIZURMNEDD 11 ; ­ C�- I I KoPoe, I 1 - - - - - - - --t -. - I � �, L , ­1 1 , , , I I I I I . I � 1 1, T ,/A' I :��- III i I . I I A31 1 �'�' I � 1 1 - Vr SI . " ; ­ I MRI "� *-., .., � ! �- � �: t L - � I AW= I " , I J , L ; " =-- � — I . �:29 D 1 : 5 ;I: r i � ;I; W = "I F I � -W.- �- ��, -------A I r— --Ic:— I ; I,: : I � EXISTING POLO, V. , I I ] I � -- L- -, -, ' i Lo , 4,--��,�,,-.--`,,-J . I !­--Q)-(3� I : : . I � � , , ] C It I Z I t ­4 � , � I I S i --41--l- I—- ­ I ili -- . E� : I c I � I I . i I I I K, � I i I � I � �? Sax , CONCRETE I ; 1 4 IT ED. �Z�" I I i � L r � � ... r __ , I � 3 ,�� I j I f I . I -1 `,' � : i 1 """', � � I L � [ � 4--a I 1 i i � ;fL � ; ; L � j'' : I I OF *I RLQUNM- � 4 I I EXISTING POURED - I - , W- � I �� 1 EKITPIND POURED, I -1, k� 1 4 � ;-_ I;. I ... I ! I , , " � . I I I I -t I , I - --;r, *.,- I I � 4 PKA , , � I -,�� coFl- - - ; 41 -i -.�,,- "i17 - - , I � I ­� � `�,, r � i � �,' , � . MAX o" ::, 1 -1 L �, 4 ; � I I I , ,'I,, 11 11 ;� r � I i�­�-,,Z , 1 : ­01 N i t � � . ., � � , 1 -4,3 1 : --a � ­ ­­­.�­ 7r -, - - - I � ,� I -. � %-�=-- , 1. ED --- , : : 1 ;! -+--a - I - I R ED. , , . s �� -1 ­'. ; I - 1 I U) � ", i I I I ff� , \,� CONCRETE OR : JD C , , , _ I�- - " I L' ' . 11-1 - -1 .1 � , VVIO MR 0 1 COI BLOCK I -, ". L 3 I I I - I " i " ",k­'"L �L\�,� ""' ­n�� " � I i L � 8 L- ,�iL: I REOUIRW I Z'�L:,�', '.,, � r I . - I ; .""­­,�,�,--,: 11 I L 1c, I 1 4 I (j) . I ; 1" 11 I I . I i Sol WMIKU, 9 - h iff. L , I 1 _ " '. � T j ��,­,' ­� c q I I I I I — -i ��,4-�,,, I I I =3 M ON Sm 4 - i ; 1 Io I�-A� i 2 PC I � � I I � i , ­,�­, I 1: � ii� M�l - , I � �� �) i To QLAW 11 : i I (D-* -1, - iia e. cr I I I -1 I � I � I � � �� I I � � � ,;! �, -�­ � ; I , ; W 8 ........ ­ L ­ ' , .... .. I I i I I � -1 � 1 It, i � , -,- � � � 1#1 I il'tJ , I I -- I , ! I , . � I Y� X, ,tzg- � I I I , � 1 � ITINVII W S I , , i ; -V- ; , �; I.:1 " -G, i I ,,-,, 1,11- i i I ' L j , , 1) - , r- , I- - X Is !I I : I � � I � � �� , � a - 1 t I � � � � ,� ; , , �I " " k I " _ - , - -- -1 - ] a = I N -I 03 � � . ­ � � I ! i � 0 � I I I T :1 I � i 'r"K, -1 I I '� - - ­­­ " '" I I � um7i�gw l : I F, ST- R A , -a � : L , L- . - I - l­-­NPM KM- 9 . W :V! ijr� . I ' > '. Z�ffl- " i I- -- - - - � 1, J - - �:-171 - r 1: - %� � ­-­ 'I i , .."L. - - Mo soww -- - - �� " I I R` I � " - 3 -1 me RI solywo 1 IF "W 10 ; AM scwut " " I ,/ CAS , , J'P:�� . S��H) � I ,ol I , -n_i � I /16.,. , l =R­-11 I 41 I I I V � I � � � - --� A t 3;?N41W , - § I ti -=. -1 - '0 OF =----" I � � 11 t� -�, I I � I , I � � .�i ''I 9 I ; I ;--­-.--­ I J ­­ � � �' ­­­ i '-`-"--'LL­­­L " - - I i �4.- -t,.-,, 9 I 1, i ­ I L , � _ , , ?- 1- I 1 - ­--�­ - - L , ; . NIOU.- 4,,#..�,—! — -AN I � 1�1 ,-I. 'I, ", L- ­� , �'­�: ! i � i . I ---� - ­ . MY I i - �! ,�� !;�,; " 7. � . - I O-r'I -� I 0) - 11 I , ­ -, I I So, so.O� I E . ,­ I -10, I . . I I I r � � � 1�, T 7 T ,-T - i - - � 1 I i I ! i t I I ; - .IWF S ; e'�" I I , TZ". � I I , I � I . 0- , =1 1.1 1 f--, I I I-----D,, . � I � 11 i -.Oi- I : . 1�/, ,%I"l L, ' ;;;�; *� , ,-,, I 11 ,/ � -,5 - - I � : I : L i� : ,r � ! L � : t i I , � - - I � - - - ) . � L I i i I -�� - 1 III .: - - ­­ - t �­­ : L , J;! � � 7, : I I � !J i I 6 I t i -J tv"w � � a 2 1& ! i i I ; ; . : , 1 � L I I I 0- � ,�/,­ �- -� I I : 5 .%=. - ; - -Cl ) 4 i i 1 -- /f) I- I L- U. . III mew I ] � � � � ,I � I I � I ; I I 1 1 , L �I � J� , " I -- - --...I I , ! - -- I - -�Z� ,� I - I 1 ­ , i -1 - I ; I 4. 11i 4 M I- - I 9 ! �- . . I , Cn f � I I r .11 -=i 117 0 it i .L I I r. - I I ,, .. I I ­- -----.-- - -- I � I- I . � "I L - it i� , � I I ­� - : 71�z - - ­­­-­­:,.: - - - - - -_ ,,.- . I'l- I , ­ -L'-- - - � , I I . 1�e, ! � I i­-I�= .. �Stwo` i . 7,irooapr 9 I : i �" : --. ��­, : F ------- I 1'11�� I ; � "I � I � . < `I00 . -­ - I I, : I — i I I : 'I - EXISIDING POuREa , ED - --- - 3 . (4q- GI. I QL � ,,VON M. - . a 4II : I I I 13 �. �, 77*7�77 : I NC`Y S"XI - I 1 5 - - -1 - I I I i � Ip- - I: 11 , ; , EVmSTING wizo � Ea 't ,ir Cc ;1 Z, . 12 1/2* 0. .� �m -.11 I ; � I L � 1 .6-, CO; ­ � �- I 1 - 9 -, - l-, EXISTING ROURPIT O. , w -- I i J �--, UT RI .-� i `-, . I I , I OR �, -- . -- ­­­ - - - - I -- . L -r - Gw- - �, / i i soll I . -- - 14 94% wtv 3: ;.oI CONCRETE OR -� i i . CONMETE - L ---; I � .1� - ­ : I Nr, I CONCRETE BLOCK . ..-,� �M. 4 . CONI aLOC. " , E: ! . - ­- I Ix ;1 �, I/,' J2 1 L ,-1 ., . I REGLARM /2- a. ,,, ! I k .,,.r ­ - - L I "CM! BLOCK '.. REQUIRED - � 77- 7 I H—. i , 4­� ; =*� i SOX 3: M.F. - +I,,-,. I M.- 0 " - i I I - ,�,11 --&.��­,-,�,�­-��.,� . �' 1/2' E - - I � I , " T, I 1 ; : MAX ­ I . �, - &I L . - O , " ! I - "'I" sox _=IO4 � , or Ic - O.M 1015111 k ­ �� 12. EKSTodl POURM � , . ;r I =.=ZAN, I OF V I I M4I ­oon@ . �,L� I - I V'1� I - 7� � � - r,3 - 3 77 ' � MAX -- ­ -- , ' - 1: :� W - 1, . -- f . CONCRETE OF I "I I 111. L . � . OF 'I' ANCHOI FOR CONCRETE SEE SCHEDULE ON SHEET 9 I POI I , N: 11 ,�,, UkL -��" � -I' M,­J CONCRETE ioCW , EXISTING ED � -", File- : L '�77 77. -7777.7 � I ; 7 t77 - ---- --'-' ­ ­ - - - - ­­1 EXdI " �,-� "I L I WOURED � POL1107- , 1; ­- � I �. i 4 FOR WOOD SEE SECTIONS ON SHEET 12 11 -, � I I I L � � . I I- . . I I , CONCRETE OR ! I ,'­ , -1 i ct I , I -1 I , � , ­ %.L ---- ---- -- -- I �i � I CONGA , EM - � --jv4-- -,, , . L'L I .1 - -0-" -11, - - 1, - I -1 � �,�,� I I .1 - I' I . � I ,�- c- -0 -;� I'll , priz- */E I LZ � i t -C ! ,- - , ., 4 CAM (D =3 ­ - - -71 i��j - .1 �'- x " I � ict � I I � � UQULAR STORM ' . I N . I ; CDNCRME BLOC$ � 112" - - --. "' ! "�L%Jr F I 0 .L V6 � LO , � SKM 8 YNooLI 0) �, ,%, - � � - "Z/4.- Wool NA # 4' " -; - ST� �ED W/ STUD- (M SCHEDULE (SM SCHM&L Oft - (SEE SUKEWLE ON' .M.S. . IF PC I ­� STUD 0 11 - , 1 : - ELEVATION 0 1 � , --��, �( . - s i� CONCRM ----'E I' '�- CONCTICE ANCHORS -i�) 1�'S� I .1, ,% - I 1 '"',� I FIGURED �A --- LL ,L I I I �'111 _ ,, EW4 I - ,� REQUIRED � -'IS 1�11=40 I / - � I , ��,, I 1 5� - -iav, I." -lo ��,,� , , , a CONCRETE ANCHORS ­ P, (1) ARMORS , - V, CONCRETE ANCHORS_ va I /. "r", I--! J -­ ---" - - I 9 � ... � � ! ., I -� L , i i I W�/-32-PP III a , , , 1, ­* � ON ; , SHWS a THROUMI 9) sNCM a Pnowv 9) - =-o*,,QR PAI=E! ,,,,,, , - L if� i P", - : J- - I �, - - "O , - - -I' -- I I. 49A � � -�r­ SHOM a TWI sl , , , 2 iu PA, 1 i i 1! I I , , CIROCAME , , � � � 4 , - -L I --- i I t-7 : I 1/4' MAX, GAP " � = ­ ','� �L�'�"�'J,-I"L���''�: , LE L I PLUS OR C, -TAP--O" - �� - I - �. """ - ­­ . so D� ON 9I 0 (14) . - ; I I I'll, ,-I- ,I L ­, , , " I : I " � - I- i (km (NOW 2,0 1 2, WHOLE VALLIDO I --- I BUILD Qy , I WOUMM I - " : � " 1/4- r � ,""�"' I ',1'4-0 2N-)/4' S,S� BOLT ­ (D 11 - .1 I'. .1 = n 9) W4 'I JU11110 11`1 - - � _�, I'� MQUtiTING " MW IMOUNTINO '"I'm � / — ,N, � ; e , � � I ,f7 "-,�-,- ­ LL:, '­� , - -?�5,,, , I - 0- ­ ­� , _ , �� ,_. " � ��Oi� � ­2N . - W-I �N­ Lf2"\7­": ------ � ­ , I Ift ',-- 11 . "I , M.. ! , `W/ 7/8'.3/V* : , ,-,-- - ��--� � I 115 I � L � ; , '. i SCALE 3A - 49V SC" 318I -- A= - - I , "I - r- F77. 0 � I � a Q 1/2. CC, CONCRIET "'AM \1 - (SIX SCN , L , , 14 . viluxw 9� �11"11 - r � � � (Z \,�,(t -,,-, rAA' � MM KIM , , tl Ilz- �--- - �-- ��� -1 W., SCALE 3/6-1, ..I. o DOLE SCHEDULE ON I . t - 11­%1-­- --- ­­T-­ -----­ ­LL ANA � CONCRETE ANCHORS A M.t I �3 0 a) 11 , F-D. - EDGE I I WMAR - , ­. VONORM AWQ� SIVIDOESIED � I I tsfr SCAD(w ON I SIM 9) -- 0 EXISTAIC IF NEW I' WIDE . V-90S . 144: ( OW&CE I I W1 STUD (SEE SCHEDULE ON SREC, �) I f a E,D. - EDGE DWANCE ,� rp I -0.9 S�Ery 9) I SEC U) SEE SCHEDULE 0 � - THICK KUME TUBE OR I' 4 I SEE SCHEDULE ON i , - �� A I ­ I ­--str COXI&I"IT OR OI OR i = -PI I "ISIVE10111 V MA 1�-'A'4ITY -1 . - i ( a 0) --� , M"71NG STUCCO/ PT WOOD PLATE SPACCOl I A SHEETS a & 9) I- 17- 1 �-- � P E N -In,. I ­01 1 k SHaTS , I . ­, WITUD CONCRETE - oc, REQUIRED - V&.%Ro`N a "I wow SANO - I CONCRETE BLOCK M To I � ;2e�l , I PATIUM -- � � I I � i , - I � I 9 III New r "DE , VARIES , 1/4" C, 11 FAVARED " I # I � I AUYM� TUBE OR 1' . VARIES '�;, � I co9whow DE - . DIRECT DIRECT A,q M � AND W&6 MOUffjN 'F WA6 MOUNT . - - . . - I I 4 -� I ro' I PT PLATE SPACER -;;� : I TOP -:tTTOM MOUNTINGS CAN BE IHIM!l " , I 's !lr ac, ;, 6 --',, - camckm AoPNTNs -, i ANY WAY 'TO SUIT ANY ­ ; " =ff. . 1 BDA� I , i �STLCIO J --�, � COMBINED IN QAM�Y!!ON) SECTION 5 C ----f � I 0 , TOP & BOTTOM MOUNTINM CAN BE �i 1 .t (SIX SCIADLITIF a% ,-,�� I INSTALLATION - I SCALE 3/0.1' SCALE 3/5.1- 'kV0110,1141111, COMBINED N ANY WAY TO SUIT ANY ; xr; - : 9 0,,I 'Pi'l, -:RAtK C-t- ­ SC�'E'uwm;w' LU . II A. rt . I i , Z� ,,,+ SAEM O'"RoGaN QI 1 , — ,Ii,� INSTALLATION J , A = ",:v ...... ­­ /, L X. Tilt "NA , t� iiI -- . , -� 4z+:) 1 , 4) �r_-, ­ - I—— ­ - ....... .. .. �,,,Z-,��-� L.­,X�,���,L"", �­r . . n* :!E . � �--, I - ­ .1 - 'I-- FLORIDA BUILDING CODE (Hgh Velocity Hu cone ZoI NSA, `.- - % 1.11 ." 11""q --��, V04001ty 1I cane Zone) 6 r. -, - C - - - - Iff FLORIDA BUILDING CODE (iI Velocity Hu Cane Zone) EX'SYNG POURED' L �' , e:, lk FLORIDA BUILDING CODE (High COK W- , < - EPSTING r - . ­ / . , -aACAEYC ANCNPRT­- 13LOCK 1 W SPACUI KII TO K 114 P� CONCRETE -1/1 �--:'� ------ -E-0 ---- -1 ­�� != �50X BLOCK ,-- . 1. ' 1 *.-' I - .= TATEM, "Cr ,;;�- TIN ,=� 1 1/2' W . 1� - - - �- � % Ali= ollmo� INC- FA - -- % !�- am .UECQ� - FF. I REWRO. I - : ; = 20 GAGE GALVANIZED STEEL STORM PANEL 3* MPF Rm� I Tookoes How. 2 �' -. - 20 GAGE GALVANIZED STEEL STORM PANEL F . . ! /r No. 44167' - = 2D GAGE GALVANIZED STEEL STORM PANEL [IRWIN W. , --O . * -*= E ,;�-­ "' "--- . I = - FRANK, Tor N 44167 ' TIMOR ON - . . - Z =-Im = �1'1 . )I* SECTION X—X Z * .. E.D. - EDGE DISTANCE � $"Orm a TFAOUCH 0) t �P'� rATE 9;F- . S�---- - -;;/-2-1�m SCALL 3/8- I' S * - S *i * w/u/noll (SEE SCHEDULE ON TOP A BOTTOM MOUNTINGS CAN OF = �. ­1 - ­­ � -1 - - 'IV � \0 S ATE I! , GLOBAL PROTECTION PRODUCTS, U.C. OATCL I r, 4 #0&. /19V*N 11 ;, P !:. 11:, Z Z P L �q TAT F � AeI 0 42� 0�. 0 �, - , ,� At on :0;. Kj, 11 ...... I *,,,-10NA ' [Q"A 11 " I $ � r_—, � - T—I T �1- /-4—\� / ,'I — I V / F , A"7 - ­ — " ' '�� '. '- ��- �* - I I �'�\.�, �E- ED' \ F Tk � '.. ,_ � �, , �� i - ­ ok�,. - _ __,.____. L I _ � � I _, .. i I I . T- I —1—.- I ,'4� -11-­- I I , J t (13 -- L' 10 A ,2 ---.I,-- I i4_ , �j - L-I _ , ". �It SEE - I I -1 NIT., , - I t r I � I , � � I am .1u. uat-lm" �L I PANE el I t N I I 0 ,- - � ---- , '. �-�� :> \ GLOBAL PROTECTION PRDDUCTS, I.I.C. " SHELT 9) ------\ � ---- — GLOUL PROTECTI . QAT-. � .7i - . , - 40I COMBINED IN ANY WAY TO SUIT ANY , ,> 4W SA -1 RID - PAW 'r, to*, DI IS, 3W. INSTALLATION.,. , MPAW 20-176 "I'll, - --- -��r'l , - .WW 60-7I PI., (W)W-4, 176 * =:�0 .1. PHOK, (11H)SP, t -,?�-4011 %Nk I I 4-9` - - - < OWE ft =1 , ; AR,,E, w4_11KIL, F"o, , 20-176 20- / &&WV- -IN-6. mz Ift-PI"I , ZF%P ,PW 1�� I -,f ­ - - - .f 0000"NoI , 4,4 6-N., ­ ---;�-,��.;;-,- -­ - � --". - wool-T., CEIUIJG ANQ W­ A - AIM �=F � =�, 5 �,�� 1%r1t413ff DRAWN4 NA _ a= - I !,.� 55- WALTER A. III �- . = . 1 %I ii!�oot , "'KERP AN '44AIPIE , I FUTATIA , .."T P.E SIM A of a IL , 10110o CA,MD0719 T1 M-1 � -. I - l - -0:108710 I - ME A 1­` ==J MA�51c'o.iy'.E", - �`K : ]��91[':*f:�:��f�:: , - - - --- -- RE V.,ficWATUACAATE - WALTER 0, TMUI ot. I of, AL ITNOURE MAIL ,--!!= N,I� �-1`0111-11 NA 06710 __J % -T- 5, TRECT / TIME C 0 ".. Z MOUNTINra . ft /—TIL ECIII \ ON PRODUCTS, U.0 - IL EQR �MERS REQUIUD Al TZ M � / 1ECOme. \ .No &A 41 STREET I , _ &W jkt� I 44� PE- , :- =,- .1 L- 'IT, 11.11N."I"I - -­ , � -- Hli �- �0$01` 40T iz - I . I -- - I! 2 I � I I I SHEET NO. SH 1.0 ONNS =,36a R O. . 1 I 1 P. tx rl1 rx sCB.1 ANCHORS G4 SHEETS 6 r D) WALL ANQ FLUOR MOUNTING INSTALLATION FOR d SPUT PANELS «i.�,F Arid (TANG ARE ON %+A V/1 � 1 C � API.. AI1E ! i ". , • � INFGGtt 2• 'L.. • m: wmvj E iT• (TVA, i!a ORWI I i I ' 1 --MWRK Yk� : t3y,1 HwBOLTs rw. ww0rs w/ 2 1!+' 1 II -ry r � _- - �' � LMA PrAxr+NPuii RnP a 4 I/2' . iAIFD pLTlrx aaPur ��¢F1l4 1j I jp i3 I 1 MIN. £D.... - X101 e`w rA a 6Lac% SkAi 0 q sDcrlPrr, a, 3, r , NwET a yid /g1'r 5SALf {Ji`5=CTk^i MULLION SCHEDULE MCA. WI.UON REQUIRED Mtn. SPAN (FL.) * TUBE MULLION •' > 4 6- TO 5'-8' 2' z 4' + 1 /8' 2' x 5' x I/5'< ? S'-5^ To 6'-1O^ 4' 2' x x. 1!4• > V-10• to 8'-D• 2' x 6' x 1/6' ' PTO iT1%t E'BIXaAEN5ON2 SWyyPR65LRE T G SECTION 9 MYM To s aW. PANEL'S LEAGrN SCUP 3/8-T, NOTE MULLION CAN ALSO 9E METALLED * O. STORM PANELS ON 101' OR BOTTOM SO TNA, IT B LaCATEO AT TOP OR BOTTOM OF OPENING. (ONE PANEL OPENING WJ TURE TNT W BOTTOM) T !ar I 4^; 1 M>£.DLVA ` '"-' 'Aat7PV F-«E.yPwaH4$aM Aq ArLi11 i pNu k.. Alrt D1maN N -c e: I I _ I _ s- 2•--' >. ,- /2 T' 1 ,. L x. WIAI.IO# SAAR •ISLE SWAnNOPOIJ SPLIT .,,'.Pn STORM PANEL SECTION Y Y SIUyLE T/#..t• ��F1 UVWON 9i�iE F.16"�I' INSTALLATION DETAILS FOR REGULAR PANELS(1? IN INTO EXISTING STRUCTURES •�W+.00R.Dt 'AtMRNY RUBE 4v Ma. weacw _ _ oIsIm . vfljx' ,t4aWNPEIICIMIbM ,,,- NOWT-n Arm! ! , nGk>wA: mF->^os,pD+wawnn. - - f. ... :...... - , � ; ,.. _ -' ..., - '•,_. .. „ .:TINT.«iI.c4I¢o mTI44rRr g @ T: Lr0.6,wN w3pt 'iRx0..d. N]q: I p�D,Jt ., r wow maLpeo. 2 '. , , f AwrNPI Iti; - Q D5e1Nr AND KNAK v" II, - I x 1 w. PpnANaN AR' 1 I n r f,, H" xx .54D` 9Aa R tT ,gpp�04 N a^ . I I n• x Mn kx B .ua , a A#TMl p 1 1 1 1 - I I , fi WAR E 3 c cur I I t� _ I:E M 6GWae' . TrA P i tl 9 P{ Rpp..p 4 ` 'j� I AMM E9 d✓- NO, (, wrq/m ! I I g F ''�aP �9iET wx IN NOWU i - '>w � u j w aAse. -TPA IwAn SEW.M' AP IAA 1 WALL LGtJNTiNG I ! Y i INST 11 ATION - ALTERNATIVE 3w x d°N `In`"�"Rs 1 N SGLLE: 1/i' = 1' .Orgw-y 4c i T" jc'rwP auA 9 i au -4F l P'r 1 Waor� NTT «srxm WWI 1 eT D ► rs`,fr ftL. - ,Ca.,ArP .. BUILD= MIT { TAINTING rWMAE,Sw" A 21111 I,p +TION - AL"t"!:'RNAM 1 aWHt� fA Mft NM WYJT '" . At SCALE: 1/4' - 1' 1 y �y pPrp x� MALL A .F.A OQR AI- UNTIN2 I 1 WALL MOUNTING IN $I.L$TISIN - ALTERNATIVE ANY Ik�.LALir�a "C�f?NR_ T1~Ra MV_-� ZW (SECTION AT TOP Is UMSTED TO +55.5-67.0 MAX. SCALE. T/#" - I' TAI+eTiON -ALTERNATIVE A.s.O. OE'SIC14PRESSURE PATTNO) SCALE i/4' - 1' SCALE: 1/4- - i' yIr roar 1x 1p• Dn . 1 I j m fw.p+ At�asi I _ 3wETI4A0Y M8 EaBMi Mrk �'LOtl.(�NOUNiING INS ! I A' D •. QE 1- AJ W IIIN NOTES' A04'. A. Ti�� f my SCALE. I/4. r Ta 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.D. DESIGNLOOS �'• r;,S�„•••••.., •J"M, UP TO AND PANEL'S LENGTH TO B'-B•. . R . ii '•."'I5 �.�.• y}CEN� ,. FLORIDA BUILDING CODE (Hf h VBinelf . HurrlCan* Zane +55.5, FRAME tpON Y. FOR NEW WOOD FRAME C�NSTRUCT40N WOOD MEMBERS TO BE SOUTHERN FLORIDA R PINE NO, 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL No. 4167 i s a2D2P tt TFro, e c 20 GAGE GALVANIZED STEEL STORM PANEL i,jR IN * ; �-:-.. wr.w..rW+wrw - m/FBJ2P2D ?�41i FOR cpEIgINATIAN aF SECT£NS: a'., ST OF /► /1� GLOW PROTECTION PRODUCTS, U.C. # 4 0 161T:, \ �O S.W. 51 swim - OF.•., FL "` '2s�` TOP & BOTTOM MOUNTINGS CAN BE y p10i', -F.� Yrurt TEsnNa ; EMGaMsnrSa ATeI• owE, FL nFH. .. ... 91P :. Da 5e . woMl INRma n A,HN FYOfiE: 55#)IRP-TS45. FM- (DS4IeBP-aFSJ 20-i 76 COMBINED IN ANY WAY TO SUIT ANY 'rs FS f F> 4t� R+.. IMa1 nI-INw Tr : aAt m-N4a, INSTALLATION. "t/AN � �� DRUM � II�' SEYfSrGfATiIQ(MTE®_ WALTER A TRLFTI... PZ MAXIMUM A.S.D. DESIGN p.PPPPRES RE RATa#'IG (n s,fr) AND CORRESPt3h DIN2 MAXIMUM PANEL LEMM _j"_. SCHEDIJU t«AO nut rrm PAMTxf? .ea uNerA ATTwc s prw 4:rrlTkuae , TFNN1 , c, M�U(aMrUPYREASSS.UaR[ RATDIG (p..1 ker. PA�LEN3,H UypAP.Air31t fSil N. to C,IiY PNiEI cONdrgN +E Ta R4TIdi3 « .554, -M.O 7'-5' OR LESS { 2 tJ4` U4806Tm ODRU 5 A 1 +5&5. 724E 1 s To 5 !i Max 2 aJ4` UNSOLTEp i TTPTLI 9$ 7 '+SSG -MQ 15 1 TO tI-2• 1 1 2 1J2' ' BOLiEG�RMOLEN4T11 B +434. -48:0 IV-4* DR LESS ; 3 1/2• " AT9 outmw CRLAP4 4, R & x0 • SOLM W/ I/4'7-2W' SS, W-5, & "MIT AT OMW N NOLDIGIH OF PANEL (VALM ONLY FOR PANCLS(1)& 1k WSTALIAIDOTS AS PER SECTIONS I TNRA) 7. ON SHEETS 4 & 51 MAXNAIM A.S,D, DESIGN PRESSURE I MT$K: fDa t.) MATBHi ANCHORS SPAG114$ FOR ED -, F 1/2' �,.. . seCTI ABE TO 5f&COM K & i LemwMAXAAJk PANEL AAr LElOTN 1' (PL) 00 THEM ` TAPCOrN Cr TRW-=P 4ALX4 PAN11MiiE FuL."r a VABiMAtE I'Lus ID CONCRETE C� .Ttl mNCRET[ atomTO CON05tE1Ea OuNClE3€ % mRt#TE t MmAm 'a CONCRETE TO $' NJA NjA N/A 61 i NIA I 8' '�+` B N/A I (TOR) N/A N/A /• S. 6- ; $' 8' $• i (BUTIM) S' N/A N/A N/A o' NJA.. 6' NJA 1C N/A Z (Ttd') Y f W/A NJA NIA 6• NJA "A !r N/A S N/A 2 (BOTTOM) +554, -T2.G Cr WA NA N/A d' Fbr A HF/A 6` N/A -'--T a & 4 (TOP) t i''-y OR LESS OR LESS S° 6" N/A N/A 5' 4' ($O1^•'Oki 6' N/A N/A N/A NAq N/A N/A 12 ),IV N/A 6 T/4' S' ,2 IA- G' d 1J#' b' B' 8 r/i' b. if4" e' 9 IJA' 8' 0 7/a• 4 $ 7 fSGTIrAl3 1 5 (q SFF AIM$ ra • It FOR ANCHORS TYPE A SPACING CDR INGIALUigN5 wTa wow RRMAE SUI MRO. ON" "WO 9PACR45 AND MINIMUM EDGE DISTANCE AM POrAIM ON THIS SMIUME FOR E0. LESS THAN MrATED ON S KMU REDUCE ANCHOR SPACHO By M1,0ftYIBO SPACING 'SIVAIN ON SOHMULE NY THE FrDxQrwNc FACTOR", FOR INS OPERATION TO BE POSS M.E, RES%i= SPAAMO OBTAINED U04 FACTOR BIWA NOT BE LLU It" MNNUY SiPACW Rtocub FOR cc" AHCHmR TYPE AT 44-M DEGEND. 01,010e TPE - i/4 r UPON I/i i a vrtiGNr 1/4. 1141W R 4/4'. ONJ.1 M 1 axm-!Ft m MNIx& V.uue T .) s s ] - a x :n 3 E se4I,wIAwR $O4IsT r�.M Ir.A (H>) 31, AMK ALL WK a om "GAIN 1/2• s5 sl 3. ,a6 Y.pe. •AQ. AO - u4 LD. , s/1 DING aR45s !A wr INSTALLATION DETAILS FOR REGULAR P N(1 ELS O) A rJ4•A-LE S5. MS, a e ,/a- 6 1 4, PANEL LEWIS UP m 5"-D- AND 1Jt' 4.C. INTO EXIs��•�,N9 M012 STRUCTURES " U R WR LMATErFI UP m /OR INEL AT #t II PANFLYA/E Fr ID OR PA.13MAtE'ptM4 Y ,.' ..' jj w C WHE i 1JY 1 , flMEEAOEA PLWLTR6ION m HFi,UFR F'OR ALL I.E1FsttLS - , ;' ' i e'-B "MDR --... .._ � ,,,, 1 A 4• tAGw'S P.C.- , � 41 m �ml wOm NTADEiL i" I Rif 3 i t zz I \ I / w . L_C4 1 T a I f ! E D { 'GA` `I r. ICI I } 1% I I I fbnN. E E0 EO I , 4 ! 1 1 1 .yi I F 1 1 i «Ern>IEAOER } i 1 k t ' wmP HrNIm ' NLOUREtl I d I I E _ [ { WOOD I I - wwD N&AIEo R fvatwan I k I'.1 --4- ALTER^jA19VE 1W ALTERNATIVE 2W ! 1� SCALE 1/0- 1' SCALE 3/8-1` 7 SEE SCI6mur SHOCT - F 5 k SEPARATION` " TO MASS t I 1 I ( I - EFOR HW. ^- SEPARA1dONON 1 A 0 12 j Y F 1.. !2` P.C. i +. 1 Eo ED! OR. 7" i " ENO ...: ," L._ �,.,. 1, i €aN .... .. . ... a t/2" :. t EOL ,,.n t I E4 I TL, _w �' AEOWWA 114- I.a. , 1/81 LONG BRA35 BUSHM W/ I/4-P 2ca' S.S. M.$. 0 d 1/4- Or, TOR PANEL UFNaMi UP m 5'-0" AND d mtTS N 1/9 '.--4 d icy, 'i iwoo ,, Fox �cna arP To5'-1' N. �� 5.,1 �T OR %Is-,o RWELwTE Fowl a OR PANELMATE a t2 a. G win r '_ ,J•'r,uP :c'Oss a e'Pc w) t BURUNDI RUS 1/2' ///�x��� �Lm� THREAM PENETRATION AT LMNwW,N OF otTSSTM TOED PUTT FOR HEN ar 1Al.,C ALTERNATIVE Sw SCALE 3!8=1" - ALTERNATIVE 4`* SCALE 3J8=1' ALL LENGPSS UP m B'-B" V- 11 aroM<Rm D FRAME Dig= HIS INSTA M lTIQN .. +� CHO MOPE :: SHUTTER TRACKS NOT SHOWN MR CLARITY SC✓,i£ :Jfl-v` AhISVALE �•�pyLA"V. �� //B i_ HQTEE: AY#1451r194NNNA4 N3 IN TIL(f'�`RN F ) WITH ESI LEADS 1. INSTALLATIONS ARE ONLY VALID OR BUILDINGS N A$.D D fi:N 0 ' •• &.. c h •": EN, Lc '*° . FLORIDA BUILDING CODE U P +55.5 -7-:0 U TO . 2 2. FOR NEW WOOD FRAME PSF AND PANEL'S LENGTH UP TO 0'-6". D LE T CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN s - 1 IsxaaP ia:,>•Oa ac. fI h Valoatl Hurricane. Zone ) PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. _ 14• �r.A?. 20 GAGE GALVANIZED .STEEL STORM PANEL.. 1 yr. � �+ - ...: _. N{+F4R Cag'LATION qF sT1aNs, TOP & BOTTOM MOUNTINGS CAN BE.'''�'`�! Y '. i -..- ..�•S _ OF > ,4��,T5. _�.-__.. _.__. 'P •. F 10 f�-� eeAwwwaNYRr. [[ /�I4T�S Z i4R ENO. uwn TEanka & uuftNEENIND caMPANY .�.. ¢Twim GLOBAL PROTECTION PRODUCTS, I.LC. ,. 46m sw. 51 STREET aNAE FE. ]s514 I 2G•' 176 COMBINED IN ANY WAY TO SUIT ANY 1Y tz yr SS( �� _Y• L 3M %. M . W.Y 4XattA R SJ,m : neN oN-.sNf _ r.,, : r.IJ --I- CA-arAlSTss PMdE (w)6PY-TNA FAD: CRS.)�w-BFIF a•. � INSTALLATION. /!Wo w"WAI I rp4AruE/Deti'[ _ WALA�r* ruN 4- RF ap - (VAUD ONLY FLINT PANELS CI)k (A) INSTALLATIONS AS PER SECTIONS 1 THRU To. ON SHEETS 4. 5 & 6) Rl1AW1Y "URN ma S'PACM Fam ED.. 3 1 � " - ASD, DESIGN 1APCgN CF TAP -GRIP cALK-IN PANELA4TE FEMALE ID PANQYATE PLUS s" SET 'WpUCA&E TO SELTgNS i & MAIIMIRd PANEL PRESSURE RATING TO CsOICR EI To CONCRETE BIDON TO CONCRETE To CONCRETE BLOCK i m TO CONCRETE CONw"'FET; - BLOCK TO CONCRETE i CONCTQ BWr% TO CONCRETE TO CONCRETE ikACN TO CONCRET I CONCRETE I BLOCK MY COMMATlO i OF THEM TENON 4• tit ) &" N/A N/A N/A 6' N/A 6' N/A 5" { N/A N/A N/A T (TOP) 6 4' N/A N/A 6- 6" 6` 1 6" 8" B' NJA N/A I (BOTTOM) N/A _ N/A N/A �- �. 6" N/A 6" N/A a'�' -N/A N/A N/A 2 (TOP) 6" N/A N/A N/A v N/A 5" N/A 9- N/A N/A N/A 2 (BOTTOM) ,555,-7Z O I N,JA N/A [ N/A 8` NfA IS. N/A fi' NIA NIA 'N/A 3 & 4 ('TOP) a7'-5"'TO fl'-8- 5.L _._..€ -6a i 4' N/A N/A 6' : e 6' 6° 1. N/A - yN/A 3 (LROTTOM) 6' :IT, N/A 4• - N/A. N/A �N/A . N/A 6" ( N/A 8' 8` 6' 6' N/A I fi 6' 6' N/A I E` I #/A N/A - N/A N/A 7 (TOP). 4 & 7 (BOTTOM) NIA } N/A 12 1/2- 6 1/4" 1 t2 1i2" 6 1/4' 6 1/4• 6 1/4• 6 1/4' 6 1/4, N/A N/A 5 (TOP/WTTOM) 80.01 -5;T.3 N/A N/A 1 12 1/2" 6 1/4' 12 t/2- S 1/4" 6 1/4• , 6 1/4' 6 1/4' 6 7/4' NJA N/A 6 (rOP/6OTTO,M) W-B• TO 11'-2' 55A, -72.0 N/A I N/A 6 1/4- N/A 6 I/4' ) N/A 6 1/4- 1 6 1/4- 6 1/4• 6 T/4 N/A I N/A 8 (TOP/BOTTOM) 6•-8' TO 1!'-2' N/A { N/A N/A N/A NJA NJA N/A I N/A 6 1/4' i 6 1J4- 6 1J4` 6 1/4' 8, 9, to (TOP) 41$, -48,0. 6` { 4` N/A N/A N/A i 4/A N/A N/A 6' 1 €' I 6 1/4` 6 Ile 8 (BOTTOM) OR LESS €` 4" NAN/A N/A N/A N/A N/A 6" `P' 6 1/4' 6-T/4' 9 (BOTTOM) 1V-4` OR LESS NJA N/A N/A N/A N/A I N/A N/A N/A 6 1/4' 6 1/4' 6 1/4' 6 1/4' 1 10 (BOTTOM) SEE CHEEPS 10, 11 AND 12 FOR AHCRORS PIPE & SPACING FOR. INSTALIA11ONS INTO WOOD FRWE BUILOINIL MINIMUM AHTC"0 SPALTNGS AND MINIMUM WOE DISTANCE An INDICATED ON THIS SCHEDULE FOR r•G LESS THAN W=IED ON 5L1E9ULE REDUCE ANCHOR SPACINO BY MUITiPLYIK SPACING SHOWN ON SCHEDULE BY THE COLWIT FACTORS. FOR THIS OPERATION m BE POSSIBLE. REDUCED SPACING OBTAINED USA`x =ACTOR SHALL ND' BE LESS THAN UMAN SPDCRNG INDICATED FOR FACH ANCHOR TYPE AT ANCHORS LEGEND, ANCHOR T,M... }f4 UPCON _T/4'w OF TAP -GAP 1/4'R PA/E1814� Ile. PLUS _ 1/C. Cult-41 IJ4"A RFAW-SET MK ACJIOR SiMrnN iM.) 3 ] 3 3 2 I/ 5 w+lca s ) 1 1n Mlwl ICacwl. a4xt du � ] J t/ ] In , F 'n AOWL [A OWK CIIW= F A-C T 0 R I I/' 3A bw --_.._21/2.. Tw- .__._.._...,_,.�....�...._.,...... 3 e............._. _..�..-. ,-- INSTALLATION D AIUFOR REGULAR PANEUa j2 INTO EXISTING WOOD STRUCTURES ' ... t4-lA PANE%MATE PLUS B 1 4' D.c. W 17 5' I / J DON T TTR jj PENETRA P EADtTF E 1 ' EYaS.TtNG WOOD HFA06R a la, i ( rlV , i+ ¢j L16Ri i moa x #• S oc 2 E i WOOD HEADER w000REQUIREH�ASIER �,. � � I REQUIRED _....._ :� ,.,, - ..' {,i, : ' fa-10 PANELAMTE PLUS .__.. '; __ 6 1 4• a.c: W/ 1 v/a' // T: I' 1'MREADED PEHE'7RATON A Iti EXISTING WOOD N l� � EX G EIDER I t� I }f s 3 11 ) { t WJf� I. - La4TM S1Up a a 1 4' ac 2' h "� �- �,. f Mm I 4-1 P I �T O PANEi.MAT1i tL6 -': -._� !,^ --o d NJA' a.G, wJ t 7J5' ti000 ER STlR£ADEO PENETRATION Rtt7)EN TO ro `S1iNG w065 HFN)ER EYJ a'zDteaEO F u ! i f TAP 9 , l STO a I , s E4�Y 4' 1 C 4! 0 p p Mi SEESCHEDULE. O N $pj t TORN 3 I SEE SCHEDULE am SHEET 3 �SITYIS. J.TIaN to GLASS.- ! SHMIiEF SCIIE,IUIE GN I`faR PMATKX3 ; O cuss.. F j - - T PA, PANEL LENGTH I �!,•._2a%,' SS (ERE[ NOTE ,) t MS wJ i/S"Af > - - _.. Mac. PANEL. LENT I - - -.. .- 1j •4-2qn' SS. , (SEE NOTE 1) I/ a-20z1` 5.5. 111 Y5, w/ l/SY a 1;1 ' NS W/ t/h's > `I I No, PANEL L£NGTII - (StE NOTE 1) 3 T �1 rE 50 DP "L" MAIL . £{O. ''^ i' E4FAY'STWa 01 EQ., . f IR 2'x4• WOW PUTT 2'x4' W40D PANE REWRED - is i0 PARELMAIE PLUS REOU EO "_.__ - __. d 1/4' O.0 W/ t 7/8• ` __ THREADED PENLTRATOH e MO WIDTH OF PLATE yy 5ti& OF "L' AN4FI � NUl 1N5HER NG 1 - a 12 1/2. OG _i. h i ' , i 4g' Nt. j �. 1J4 / LAG CONFINE O jjjj . _. _B_ Op.CW. STAGGERED WJ `yy L.a f } i E9.ac - 2'N4' YR304 RE9URE0 i. 1 1 }-" .,{ 50a OF R" MAST # i J B^a x 3(5T' ' i t'E LAG SCRftNS Iy b• TOTE• MIN 7#RtEAflED PENETRATION AT MOWRriH &J PLATE ,l IP[Hc1RA b'N ' - AT MOMOTH OF PLATE , Smr 3/5=t" DIRECT UNT OIL MOUNT! 0 INSTAUAIION plum mo MHQ INSTALLATION SCALE 3/5.•1' SCALE Y 9W O TOW ONLYALTO FOR FOR DESIGN I. INSTALLATIONS WITH LOADS BUILDINGS WI'PH AS,O, DESIGN LOADS UP TO +43.8, -48.0 P•D,i., AND Tl PANEL'S LENGTH UP TO 12`-4' N TION; 0 MEMBERS T BE SOUTHERN 2. FOR NEW WOOD FRAME CO STRIAC Wq0 MEMB O UTN 4��0A�LL�,1{Ilf ,C*I^�(,rti''✓�.� GEI45iE '• s N 2 SPECIFIC EASRY OF 0.55 OR UAL. PINE 0 W/ EC 0 ED. COMBINATION •• NrMF FOR Ti`DMHINASPDN. �CT10NS: TOP & BOTTOM MOUNTINGS CAN SE Y COMBINED IN ANY WA. TO SUrT ANY NS ILIA ON. aye 'ia � . = 416 __ NO. : * = * ' r ST TE 0i '> . AL ' rO .FS L n rAr,+ Ili N A1. AAA R LNLASII E SSU.t`JGMhrL1P.f/O'ATE ) FLORIDA BUILISINO CODE (High YSloc t Nurr � Y VIM TXTEco. Dc 20 GAGE GALVANIZED STEEL STORM PANEL Y-- -� �y GLOBAL PROTECTION PRODUCTS, LLC. �L,Pr IML_ S.W. 51 SNORED mw TEBTIHP w FDNgNL'ERINO COMPANY NOS-JAIME_ fb ILA 1 max e.APES w m,M PHosa: : (AD 0N.IA,F N%D m-,sal KS.)S8D-T5N6, FAY (854)D5G'-/M1 fA-Om6/t9 isN ae..r ptY4Pm, WA,tYR A TR11f Jr.. P.E. _ I cone Zone r.P, aRMWN 61, T PTJ DIME-°'e 20-176 @MNNI(I ND SH M It Or 2e N C/) Cu N U L O � U N C Q- cu U U) C CCj CIS I✓ OCD O W " V J C- W CU - Y.i /CU� VJ � - Y m 04 +_ ` 63 LLJ C V N cn LA_ Eb y O N s y N CD C 3CID O CD -m U i C G Q. •[3 O r� vO MCNORS ON CONOWE ANCHORS FOR L ERE ANCHprS: Y:FE' SCIEOUF ON SHEET 14: \\ (SEE scmutE r44 �; TOR IMOOb 51wEW; SEE SECnOM ON BHJI Is - p ALTERNATE r\,.y1 ALOCATION E1ETT 14) .t SHFET IA) I,,+5 :?A I/4+ VJI4 i%✓4T 3/4 ER 4/4 1, 2 8C 1W/is _ t &•'Wp'r 18 � �--� _ AT £N EVI. $ LOCATION $ j T lON DETAILS f... F [ ItITO EXISTING WOOD S. UCTURES PooU cat+rJtETT AT END PANEL \• Ste• I ...._.-....- 1'-0 r/2'_._--- -. tf4"# [AC YAEY� 4 d' a.G. wJ IT- " ¢.250' pEDIA t... i $NOB O ERLAP ( - r - tj I 1 M1n. :NR^`AOFLt PENETRATION Mo.. - MRx. t t '�. I OVERLAP f E I i i i ( , rD �+ wdtQ HEADER R anRmQEONCRETE a -r-- I I I I (io Ir+a� 0. i M i I I i i i sla' tcAm -�- -- - aI It �0 caeL coot STUDS 0 EVERY T,T H-SE£ 5,1#fAA.T aN-iE I - S[E L' •! 7(7` 7 ryI1 T+T' ftf1� IT i OVERLAP SCHTE I ajIl+F {IIr T(O12 2' o.C.) _ 1 j -� I f PINED _ r i t 7 I Ir' I , I I j i i I i' .' ,jI ;.� a3 f SHEET t4 I I SHEET 14 _ ( ND. PAEU ! 6FRo+OR clFn¢itlOfl P.YElj� tDNIEROR PAAhli (EEO P041:01 ( 1 i ..__ F I I { it F I I CI ( K l' E0- '^h' I� d Il CD FpR tw 5EPARATON WP+ONVT 9 Lt4Rt" ITO GLASS •.-._.....,�1, ice--- T B'.a.5/r o EVFHr � { � � 1 _ -., - V WTI, ( � - 1 i 1 ' � ° WPdC MT \`'I r. n �. v J { 1' TARS) - I + iI ..OR STUD 0 12 D/3 0.G t'_'-'f'snw s ,2 r/$ ._....-,; r {-:. t l I.r - I t((¢ f / SEE SEE lYNt£a10R PANEL ENO PANEL 1 .;, I , - ,:r ';. INTERIOR PANEL END PAND , E "` "' •.,., ;.,' E4N ,„. �1 I .� / a"wx,^ IAAC}1Iff 5 e' Min, 045E 1 - sC1kEM" $1 SCii�hUFE �t «,.. 'C $NEbULE r lr,E 3 N. HEA6ER 1 4/8- MP: f ' WJ SPEEDNIRS / ( ) .-_w SPEEONUr5 € ! CR I ! r J4[ _. 7 7 0 ,S IJY 0.C. Y Wn. (CASE [T To �6 i2 t!2' GC. ..k.�_ .l.,.i...:.. ;,-x 1., _.. . �_� �_ ..i-.. .-... ..I_..... ,,. 1 ,._,3.._L _ .. _, V "` 3 "": FOR Mm. ^^.,FOR N9x. '3 -1 ..+: QR '-"-3„^'+ c2 m -11r,, iaR _._y REGUIREb ISM¢ PET., tJr#) M (SEE DE'f 2Jt,I} j OR. DIRECT MOUNT SPACMX3 SPACING ANCHOR AnCNoa MAP ANCHOR CAD.. I,vGI#UR 1r( SPAG➢Ma SPAC - i I I ¢. i (e.LiFHHMTE LoeATIaN. 1 1 jJj "` ' t ] 4'uf.. .• .. ;^^•., :7'-S" MITT _L.._'"""'#,". urn o „r . , n ETAILS Ip. g i i d �. .. M • _ r 'a..s ati` ELQQR etc� /6 J REQUETLD RR�ENT •• f • ' ,:' ' & 2/14)' ( : - s . "" " ' . � • {KYLRN4IE IOCANON ScAm 3i T$ n T SCALF_ 3%TB` - ) I yR1G H%3t a C1ERT L sua a ,2 1!2 a.c } d R, i 1 1 I; I (9EE DE,A�s ,JI. MA7�lM M A.S.t?. I M P TI AND CL S ` I r I I AT ENA OPINES) ++,, �Q ��[ (� % C C � ; I � A.I,T�RNATIYE t Ai.TERNATiYE 2 POU OR CONCRETE o I I . II% � `-2,li:J tr.-.11�A.YA6L/ 7---•-,}_.iJA`9ri` W4iiNI, ,. ' Id i 13 RJ14) 4r 5e 1 1J5' NTT..'-_ 9 v BLOCK WALL r S �, " , I._ ' ++, F r # MAXIMUM PANE NLEN T,('I, Ln PS{`HEC7ULE _ (bE1°"�1isEt)'� J°` y"rw12 t/EOMoc - - �DYaED p fig ESPON/yDINCkr MAXIMUM ANCHOR PA ING SQHEDUL_ AT 181 FORU) /4, 2/4, W4'. 3/4 OR 4/4 � I, 2' &, Iw/15 I. � & iw/1s ;� TA LY� INTO �iN. T�. -/`= -AiS�(DTF Imo, rnY ARM PA (y i CONCRETE A CNCRETE BLOCK STRUCTURE_ I NA6VWM ASO. DL3IMN W, wm vw_ { SEE SCHEWIE -TO J ON LIFE ALTERNATE PANEL t- SCHEDULE r aiL,_Wd4a-MOs@([_DE�mo: TOP a r�(ol� �" E.O. __�!�.' 'WEE �'x�yR`TM°G �' EMI `" "aATs mramo:T �- 0. I., }4 _ k � - j// AREA W/NO In SAFETY PANELS LOCATION OF UFE (SEE NOTE 1BELOW) SCRAIM�iON `,! i.s. RV51.tLAFI PANT7/UTAR TRACKELS S SOR -_ SAFELY PANED -'J nESOha Rt5CTIpryS p/ M TAAXABN pXiE1. n55A -12.a S-6' 2 a/.• tamU® RD GIA55- EOf ( N�OTEV lApCOH Cf VP awP (A% -RN VAELiMtE RLHE O PAIHINATE COMBINATION IFS: i L 6ONCRETE ANCHORS :} !•,; �'!, j_-r Fx : f aF1.OM(} ... SrltfY FANO.r TOBE P A�o)ILLEDG SlWA S C�� CONCRETECONCRIM w WHORETE TO TO co �1 m C�R OF �� LL'NGfT1 i 5Ef' }yIEET t6 FOR ANGHIONS T4E c 6PACWda FC%t ftiSTA2L.t7Nf � � I ,'�,- SFE k d \ ,=a' FOaE nIn FMTMG .. _ : BLaaN O m f% DATU WOAD FRAIfE BUILDING.-17 ( S�HEE, 14) . - _.m-�• pI� 5�& 0 I 7 4 I A %WAYS ffi PROViQEU w/ OEM i+ANME MINK UM ANCHOR SPACWaS NO MINIMUM MOE Of"ANCE ARE "ICATEO ON THIS SCKMU. FdT ! EOI pOUREa aONCgEU T€ !: SM- C01/00YON) TO FACILITATE INBTALLATON IF Nj1EiGED 6` NJA N/A N/A 8" N/A B" N/A B' NIA t & 2 (TOP) ED. um INNN R4J ON iCHEa3P REWIRE memm SPAtcxO Br MULTIPLYING SPICING : 1- ,y .. }3t TO BE INSTALI£O OR REMOVED FROM INSIDE _ REDINSP SOWING OBTAINED, LOWING FAETOR SHMIS. FOt IRE V.ESS nUv MaMaErAF EPAnAAD MCD CaNcBetE +r+OwR.sR 3 'F•.` '� Of SFRr)CRDRE +55,0. -72A 9" 7• b• 9• 4' 9- TT" 9- D' B' f (BOTTOM) 5'�S3' OR EE'S9 STbWdI ON SCHEDULE e'r THE FOI,1RWe,G FAGFaAS. FGa ff18 OPERATION m SE POSSIBLE, ' .„.. _ O • • 2 INDCATEO FDA EACH ANGHOR TYPE AT ANCMAS 4La;c3L0; 1- _ _i { ! { _ ,' ,' WOODFEW PL TT I SHEET I4) '-'"'RED ,• EATJON €' N/A N/A N/A 6" NJA 6" N/A 6" N/A. 1 & a ('fT9P7y f +55.0 -72.D . S,._O" TO $'-6'.. I .i�'':, 'i WALL. MOUNEW INSTAuAT14N Wes, ANR FAI R MUNG INSTALLATION SCALE 3/32'at 9 �" 9' 6 9" i� 1/2` e" 9' B" 9" r (34Tf1YAd) Atom rl4R„ ..,'J+" ilk'°.:._ ._sJA. v4. REQUIRED g , �.��.•ryAyI.,7 �"yN,� TAP4ISR CF.»P-ate+ F'rN�W+ti. "•' SECTII)N 9 sCA4£; 3J8" 1"Hi=►tAASY81�. SCALE, 3fa' )"` ': C7'C,M '+,.I.lw )1 a IJ4' M4+. +55;G ^-32,0 6• rifA M/A NfA 6^ NfA B' N/A 6" N/A 3 & 2 {!ifP) 7'-8^ TO 8,_8': IJ4• MIx. C P r CAR s* a` 9' 8" 9" 6" 6 6" ) (agTTOM) .__'_ 2,/2 ` Toe PN4 tees ffiAF k�Y STORMy1;E,L�,S751>:M IWSTALI AiFnW 1 .•;. AacIWMAT PP) ]A .' _' _ 3 tEE¢�TIVE 3 ALTER T VE U F. LIFE SAFETY STORM PANEL. CAN BE LOCFIFED AS AN END PANEL (FIRS' OR LAST PANEL) - - " MxR PA) a s a 1n a ,n 4 : OR AS AN INFERIOR PANE, (ANY PANEL LOCATION IN BETWEEN END PANELS). , W RRR7t 1'+AlNi4. $ (ALTERNATE WaA1ON • ACB• � � 2gL'#pU4E TE I Il TJ4-w ,AG BaREwS a G' OF w/ r T(2'Cn LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS 5�EL N'O,E r:! A4 E*O pANLld J - - 2 t; ,W�„ FI WR MOUNT CONaiR0A6 AT EOM WJ E G f`d N'. iTRtEAdm PENETRATION OR ■ - (W/ OR W/O R€G" TRACKS.) SEE NOTE 1) - " _-. .__ 1?' _,_ _, - - ._ _ _. _...._.._.___" , !. 1/Ah.as6/1T" LNNND tlR42s 1YISMHC w/ ?. L1FE SAFETY STORM PAeN�,.E�L Gt]NSIS75 OF 0,039' rHU.YANI2W 5t STORM PANE AS YAh1AiuM Aso I TSR75 a 9/Ir WA. FTNI HOP OF AN0.E) GI& P (Srm i Y La. L 1# #':MELD .APPLICABLE TO -, -... 2 tn' .._. T_,. .. .__.-30 _ : „I 1J4'1.04 ' S.S. Ms. a D• 0.a ON t \,/ SECTION 8-8 ESMM T sEGToks & MAaMDM PANEL r m _ m ea Ja. aD PANELMAh FTHwE o aR ALTER ��W WQQ� FRAM CONDITIONS & ANCHOR OCrAjTIt3N�5 PER GOMPON£NTQ, SHEET 2 SI DRAWING, SCALE 3/32'=1' PRISSJRE .Ay - COMBINATO LENGTH i" (N,). 1i1MHMtNFNN* ..__ _ --__-... ..'�._,-- . ....-_yp.._-, PAFUMAM PUS a S' O.0 W/ 1 112' Iran. Sf:NE. a/5' = 1' THIS PANEL AiI,gWS ITSELF TO BE REMOVED OR INSTALLED FROM THE INSIDE (x RA7MG .st.t R OF THEM�sp �. TIL 7 I/k' lHRE.4QtA PftRTAATDON IO ExISTING wooD STRUCTURE. .� +.T; .>....f PLATE NOTE S11Y1TLR TRACKS NET SHawTi TER C>AR+;x STHiN15N4A .49.2 -6'1.5 1• }• 4 7/Y 4 lj2' 2 (BOTTOM) 7'-6" OR LiSS > �' ✓., �+� NAt II4111NNtNAI s. LIFE SAFETY PArt�,1 REGNREs TOP TRACK To 6E COMPONENT }& BOTTOM TRAG)E m ` ,Y 4p.TILL7T�plr +52.8 -66.0 3' - 1• a 4' 2 (9onoM) 7'_8. OR LESS < ��E � '•• WALL MOUNTING iNSTALLATiON ��R;..! U4 '4( W BE GOMPON AS PER SHEET 2 OF THIS DRAWING. `�Y 2 L�+NN••EE••RpNt,�A�ry-� d CT}MPONENTY 8E INSTALLED WALL 0R FLOOR MOUNTED FOLIOMTNC SECTIONS I & 4 ••"• +550 -J2,0 2 1/2' 2 1/2' 4` 1 1/2' 2 (BOTTOM) 7'-e" ORND, 44967 f�JvlSedliSLll1VE °� W -< 2 ON THIS AS WELL AS DETAILS I & 2 ON S,REET 14, Q•, JGENSf ",, : - = fatE 31e . ,' Ste; 4 • FLORIDA BUILDING CODE (HI h Velocity Hurricane Zane +55.0 -72D 2 112' : 2 1/2" N/A N/A 2 (BOTTOM) 7'-6" TO 5-D -# •'t, High YatodtY Hurricane Zone) a 7 FLORIDA BUILDING CODE (High Yelocit Hurricane Zone) i MID. Lfk{t>iH FOR COMPONENT 5 75". DIG. = +55.0 -72.0 NJA N/A 3" 3" 2 (BOTTOM) 7--6" TO a 8 ,4>: rA.tEra, Irvc R1DA BUILDING CODE _ _ ND' 02Ma T&,EcO. we. to. FLO Mm ANCHOR SPACING FOR coMPowENT�ANGHDRaGE AT BOTTOM s GA£EN ON _ naxo ru,FxD,I+a 20 GAGE GALVANIZED STEEL STORM PANEL PP- -. - - ; � h• 'w 20 GAGE GALVANIZED STEEL STORY PANEL rr. = = 20 GAGE GALVANIZED STEEL STORM PANEL SCHEDULES t & 2, SHEET' ,4. a .k :, * iEr ? aRvwi iA^. /} '=,;FLQHiD ,. t`5l" 0" Br; imTES: iE OF _W ? DRAWN BF. = Z COMPONENT MAY S ET 14NENT OR REMOVABii ?, " eiJ65JFO;N t, INSTALLATIONS ARE ONLY VALID FOR BULDINCS 1FtTN AS.U. O&SOON :Cubs uP TO .w«4NN M/x4nPxB ATE . a!/4/NATO H +555, -'D20 PNf MO PAFEA.'S LENGTH UP TO B'-B' �'9 `,. f � 4 GLOBAL PROTECTION PRODUCTS. LLC. WtE i.. P;:::;; �+'}Ir GLOBAL PROTECTION PRODUCTS, TLC. IaA1E, ra �_�"' 'gw.. �+yap� GLOBAL PROTECTION FRCIAUGTS, LLC.. DASE� ';pF.,. L.Rt.�, - (..C►O rttc. 5, SEE DETAIL FOR INSTALLATION INTO WOOD FRAME au)LT%NG's ON SMEir I$. .r9©•..., a(ii4�..� _ ,tr I!� iG Y fMC. 4WeaAK� -.. -�.A 1iN G YDIA 1TIP. i1£C. s ., ,, R 4% S•W. 51 '5FREEF ., r #dbG L.W. 91 STREET 2 FOR NEW WOOD FRAME CONSRNUCROH: wg0a MEMBERS ,Q BE SOUTHERN /r F • • +WIT SW, 5T $f6LE.T Z 6 SEE 5ttiit 4 L APPLICABLE TO THE NEC FOR T N F ,hr�F `. - NO & INSIEIRMP NPA T : CANE, Hi'A. p •`" 4�' 11 Nat - CO : IM E. FL.. 33314 - PIKE Np. 2, w/ 5pEC11'IC aEN511Y OF 0.55 OR EQUAL �rrF Su.I A�. �L � at EEMNW COMPANY aaaE.. }L. .T531A 2D�-j76 yf A.A TMt. 3e. . eN wieW9w aNTa9, n lnaw : WON% (9S4j 6'79+5. FAX, (B5#36SR�RT27 TOR WN E E NECESSITY R THE INSTALLAT)O O r rS.s i. ♦'0' ,~x :4I.. k. Dr..wd, 1NNmMM DiDM rt A]+4e Tom; s4 : Nt SPACERS AT TRACTS INSTALLED ADJACENT AND BEYOND TO STUCCO/WOOD BANDS. MryNF {iN A 4P _ 4w, .. Sm41 b1-,Iw . rr , fSNrRFt-1rMe W )66M-T3+fb. FAY (es,)4ea+67RT 2O 176 fi xw i M, x TwL Aw1YHD. a 4Pi PHaNC aS,YTeD-74+i rA% (BaaN1IW-HTD7 20 176 rN Ak w4eawa tto; Q JNI #NET _ " Mwx , Sm3 #'+r..49: Rs: E.Y IPY-a}yr NN iILLN l9dn : t ei alb . rn : (filet Yr1-au1 - R:E - , CA-1NO67Tw as;M W : A , PA + aw TY-u5 = SHEET t OT 74 wtiTER A iRLrr #'i'. P;E t Y1D ,T.ra ar AawNal aN M@iwlNa NR: ani r eowlmi. NTT NN w w fNUi1O NR P.E. Sr.M,fSONATNRFJWTE r&^00b&7t6 far r IawwaA wF _ P.E. iE'+AJS,aNATUAFI0A7E wALTER A. T�LLlttk., - 3DLFAF N aF 24 4a -: _ . _ S41ECr 19 aF 2d nn LL SHEET NO. SH 1.1 3. MAX I* MIN. � 0.1i ; I �- I- - ---I- . I-- - -, - -- - -- - _ __ _ - _____1 I- _­ 1- - I _______­­­ - -1 ­­- _­1 ­­­­ I. I I I i---- � 6 0 0 0 1 0 0 " I I I ----------,----- . I I � i �ii I i I I I I � � il I z I 'I I I � I I I I i I i �I'; ' I : , I I i I I 1 i +--'E L-L-j - I ­­_ 1­1._......__...ANCHORS (SEE SECTIONS ON SHEETS 17. 18, 4S & 20) - ------- - .__ - - - ­­_ AA/17 "i SA/HL 311i Aii 50/i% J* MAX, i , ' TTAwi 7AW119 A BAW/20 somi 78goi & ami I' MIN. � 1+ F* � ­­-1.11-11 _.___' � i � , "DAM SVII114 PANEL , 1 1 i L� 2i � I � i I I : � Rossi . I � IMF 'i ' ; � ? , ,.FNEL ,. . I I I I i I I : i - I � I I I I : � I I � -­ - 17 �z­­­_ ­.- � �­ -; A I -i ---'-' '--'--------- --7, i"".--- - - ------- -- -,---.---- - *i . , �+ � ' ' � � MAX ' ' � � I i � - - , ---_'__j_­! '�' � � , - ]��Ji : ' , , i - 1 - � " , I � --0,.-! - I + - iar"'.t� li _M � - � � PANEL LENGTH : � 11* � f wvl NUT A � ' � ` ' (SEE SCHEDULE) ; I I � I I , , 11 - I I � -� - � L ' ""A"A" � I I I '_ �" I T " 11�v I : - - - - I � I - il- i � -1 a" I I � I f� - - -_ - I , � - - . . - I I I " , I I . I : I � : : i - ­ . - _­ I . `1 ';'_� I I -- '. - _ - I � � - I - -4 ; I __ I - . - . I 1. � --- t ------- �_­­' '­ ____ -_-] __jf.. .-..-.- Y-wi -- 11'+_"__�� - ____.,I. ___'___L__1_ ! "1"___'___1' � I rz . I u=.ii � T I i - � " FARM flornow, DIFAEFts ' -'­ - , I . � - I � I I I I a - �x 1 i 1 � I "4 _E� ....' "i � I';- 3 .. " MINE _� MR: Kr. a Lei A FA fteo ' I m/1111, Y MlA . U/17. 4A/17. wi " L i;i�;'=q a mi '" m1i L*Gki 7AW/19 A aMli EXTERIOR ____ __'_ I_— -ANCHORS (SEE SECTORS ON SHEETS 17. 10, 19 & 20)- -- - -- - ---.- - - __ ­ ­ _PTIQN #2 FOR UEE Si E08bil PANELCL ELEYA110N SCALE 3/10--1- qv_ w . F i ID-ii 1 --- ` , ' 1 LWMR SECTION A -A Se" 3/16..I. LTL"Kil!ilj.V%W.�tmoj*.ILtizn;1:4*.I-!ifj;4-mzf.�IttkiI �M*Mwl?df a � MAXIMUM A.5,D, Max, PANEL LENGTH t MINIMUM SEPARATION PANEL DESIGN PRESSURE RATING (P.S,f,) L (it) i I TO GLASS CONDIT11i 1 I +55.0. - 72.0 8'_5" - 1 2 3/4- 1 UNBOLTED BUILDING INEALLATION DETAILS EQ8 OEIION #2 EO LIFE SAFETY SjQRm PANEL SYSTEM INTO EXIST1bjQ EQUIRED QQNQRETE OR CONCRETE JLOCK STRUCTMES . - I TA" ANCHORS _ 11 ' IAPGDN ANCHORS II., TAPCON ANCHORS I TAPOON ANCHORS ", _. 4_4 ------- 4 1 . g- oz. 0. ox� .' ; , _,_r � ­ 0 Ox, ai OC� , - I I ' POURED CONCRETE, Powi CONC I.- POURED C ! �'�' "I � , � 1RETE, 04ORM I OR CONCRETE I I ,'.. OR CONCRETE CONCRETE :"' 07i'm 11 . - . S." REQUIRED I , &-a" AEOUMED .1, BLOCK REQUIVIED � BLOCK REQUIRED, 1 .' I rc -I I � ' ' � ' ' ' ' ' ' "' ' ' ' -- ' r_ - ... I '.1 I I "I I - - : En.* . " I I I i �Iui . - I " IT-�­------ 4 ' ,- -1 I,,, j :' L&O .. � E"', IF I I I I I y j I � I ED * "I . ', LLLL ' ' "' � ' " I ��; , , � i , - , � I " '� � � - ! : . ,,, � I , , L�" � � .... I . � i I ,,, I I I"I'll"'l - - - - - , , ILI �'1_11 __111 � I , -'��.,. I �-J' I "� I I � i �� � I ILI, i , I � I � �S.' � - �L- � , i " -'I- A 44,"��'Z' 1 , I I � i I I � I i � I � I I i ! I . , . I - SeNe"ple Fit � • --a � I � . _,;AAAAPg­ f I Mi ; I I '0130AL . - (I'm - 3 - mt ; ! _3 - Am . I - G -a I_ � m i : F - I A I - ; � - I �'r � I_ _X' P, t � fm I I inti � i - ", I � I I I 1 � i i 0 I � I I 0 i WIND`" '" - h Cxm : � i � -,"i 7 i i ) m1i. . I g ='�' - -, � I zzlr­ I -11 I - �q, I I— . . _-, '11�'I"' , il f, d a I _�",� 9 l I , I - I I i � � � I I -.' . I � I � I �� 4 i -8 11 � I I t Ag . � I I I . I 1 . I I I � I - t. I � . � I - _'j " � � " � - j 19 . . 0 I � i - � , - N ,.,I � , a - . .- - 3 -- - " �' � - � , ; " I , -1 � � � � �'� v _-, _�'j , ; I d zr�/- , i � I "I .-� W - 'wt�- i j g I 11"'� 20.11,11 I , - a glego. " �- - - I----- --- , - i ; 9 N--V1.'41'w . ; 1­1l­ - I - , - 1� I Q~ � � I � I I ' MOW Er , I I � I . �� I I 1-1 I I , � . ___­� _ _ � � I I I - -: �­ . " '� ------ ,,� - -­ - ! I I , ,1 ! ; I F , ! i I . 1 (a. I I i I . ; ft � t77-77 ! � I I 1 G i ­0 i I i FOR ED * ,�, : I � I'll . � i i I ' , I I I ? I I , g - i � I I i T, "'� L . � ' i � �F?. I � : � ' I _� I i - � : I "I . � - 4" io. 1 4 , , I � = , 4 I'll , I -# . ! I ' I , I * I . " - I , C�14 S.S. m.s. *I 4: , t I � I WING NUT WASHER .___j ", .- . W ; ��2 4 . ' "I I ____ -',r ---- �84;3210��= NtST WWASHER - - _ , I I " - -", . i v'... I ; I �" 012 1/2- O.C. � I I � t-lR �'vs-p - 31-sr vfwo *9 � _� --*'1' � I . !�� i , "-,_'J"(BETA - WING- I i t WASHER At 12 Ir ax� � NUT WASHER (BEYONO) I I f � ! l,'4' Ti�n ANCHORS 1 TJ4* TANCON ANCHM I � _ � _ _ _.,_ I 1 ­144' TAINSON ANCHORS � � 1/4" T'APCOH � 6 I - __a 4 I/2' O.C. 1 4 1127 CC. i ------- - ANCHORS I ,Sr"11.0� .03 (STAGGERED W/ STUD) � � 0 4 Ile OC I 1. - jPWRED CONCRETE Pi CONCRETE .,...,.POURED _Pr CONCRETE , VRED CONCRETE OR CONCRETE BLOCK OR CONCRETE FLOCK OR CONCRETE 86 OR CONCRETE BLOCK REQUIRED REQUIRED REQUIRED REQUIRED WALL UOUNTING INMLIATION MNQ IWALLATIQH WALL MOUNTING I I I IMON WALL AIOUHMG INSTALLAM " ama-A a lagala. it � INIUM"mm" E SCALE 3/0--l- SCALE 3/ti SCALE 3/8'-I" SCALE 3/W- I - SEE BMW 12 & 20 FOR ANCHINIS rtF`E . Al*M TIP[ 11_11_�'- t .0i SPi FOR INSTALLA we WOOD - Amomm milmomm, 0-4 3 FRAME BUILDING, JAMMLIA ANCHOR SWINGS AND MINNUM mot 0,5TANCIL ARE "I"i 04 INS Sc"Li MR F.C. i THAN OWAUM ON SCKMU MICE ANCHOR SPACING BY mULTIPLYFAIL vActi sm" OFF SCNSAAE +- I !r�_ft) %A= to- - '6­6 ofili 011) -2-- a - WA TA am mmm - p4m By THE YOU.0mooD FACTORS MR THIS OFICNITFOR 10 BE POSISSILE, AOXM .... . _ __ - __ 1-1XV . -, -_ - 40 SPADFIC Oflogin USING FACTOR SPAR NOT BE TAM wMAKAM SPAOF4 AdficATED FOR EACA ANCHOR TYPE 0. THE SCHEDULE 2 'Ir ---- - -....-.--..- - --- - _�:- h- �_ . - _140 -_ , 2 I I 3 112- - I INSTALLi DETAILS FOR 0FTjQN #2 EQR LIFE SAFETY STORM PANEL SY5TEM INIQ E011 in 'i BLOCK STRUDIM I I'll, 11 IAPGON ANCHORS - I TAKON ANCHORS I V., at w2l.' D.C. I I .1 POURED CONCRETE �' POURED " � - I ' O'i &=CK' , OR CONCRETE BLOCK I I CON REQUIRED _' I /A- REQUIRED F-L I I 11 114' .. . �xp - - -I 1, , ' : I . .1 11-1--­4 I r- . FM_ ­ ­11 ... ­! � 'i I � I � " 1 ; I I � � t.­1 I T : � I CONT. I I . � I MpRi IV i 2 10 1 1 - I- *rr i ) : I � C%111, I E 11 I � : I I I I i 8 , , , , , 8 , I I ­i x i I I I � � ; � I , I EZ4 ' � I I i i I ' .... . 11 . I � -11 � . , ; I ... ' I PLUS W/ : � _­ ! NUT WASHER i i � 4- 1 eDURED CORCRIFTE ON CONCRETE BLOCK REQUIRED -j ji INTIN INMI I ION 0 EM"kNE11, SCALE 3/8•-I' I SEE SHEET I 9 a 20 At F"M Ak,M TfPE A $$K"DR m " - _!_/!74� - - . , I/"- - _i�� - SPACING FOR ASIA, UAni INTO WON _ Y mom zRafifil 01) 2 3 rpAw sukoon. w SPACINGS. m mromwmr mocam0% m" 'vNA_ !I*- D00 I ' I SCHED" FOR ED. LESS THAN KWATM ON SmInfilut REMN ANCHOR SFi BY "lift"i Sp cAG Wio#N ON SCHEDULE gUi [;;�a" Na 3­­--­___ a va Wagumi Im em owto fh= BY THE FDUVAMC FACK)i FOR THIS OFIVIATOW TO BE POSSIBLE. RENUM . ___'.__' '�T_ 1 SW-4 mmm us" F.Cm SMALL to? BE if" IMNKMNM SPACK, "D"To FOR poll ANACHN TYPE 0. THIS SCHEDULE - - _--­_�__"_r ­ f__ .---- - - 3i'ly- ­ toD - - - , � --- I I � , j "I 1, :". ,. , � i ! � Q., I I i ' I _9g`MWkW`o � I _ ' _tl I- � Ro" I '� : � '=v_4_ 1 ------ I : ; I . l . , I , =-I---- I , : 1 I � h "� 1=19 mi ; � � - f ----! . - ­ ; . �! I I . I � e " " I ; _G 6 i I � I t.0 A I . ; i I , . 1, ! I � I ­-.(-­ - I I �� I �'IN ._....m,.. 441 PA10*0 PANUMATE PLUS 0 . 31,U' It" MIT WASHER istAING) . --KURM CONCRETE OR CONCRETE BLOCK FIDOURED - UNTING 0" 0 'SAFETY JDANTL SCALE 3/8'. I" -4i (1) (1) = 0 " Q CL �-0 0 L_ 0(1)(3) = 0') CIO Z -0 _�E& n �_1i . a) = (1) = ­0 im 0 0 - m . -S? .65 -0 = 0 0 " - i = = 0 w LL 0 - > . W L_ CU Ili = 1- m -0 402 . = -ii U) C)- < ION DETAILS FQR OPTION #2 FOR UFE SAFEJY nQRM EANE JYS"T IN51ALLATION DETAILS FOR QPTION J2 FOR LIFE SAFETY STORM PANEL_aYZffA GO= mmm mm E=z HANG Smm PANEL. M. INTO EXISTIN9 WOOD URUCTURES 1-7 - INIQ EXISTING WOOD 5IRMURES I I E-Z HANG STORM PANEL SHOWN 014 THIS PRODUCT EVALUATION DOCUMENT (P.i PAS BEEN VERIFIED FOR COMPLIANCE IN 9 I) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANEILMAIT FEMALE O a, PAMELMATIE PLUS INTO CONCRETE I 'L I I �: � ,--- 7­­ - ACCORDANCE WITH THE 2020 (71h EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SHALL BE I 1/4- , j, I ­­ 'T- I I � , I � I , I --- -- --- - __ I - - . ­_j__ L - - -j-'­1­77 __ -- ­1 11 - , , , z I - � . , , T 11 - j '1� 11 ... 4 11 I .�L . ; , . '. _ . -,- DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1670OF THE ABOVE MENTIONED CODE, Bi MINIMUM EMBEDMENT /4'0 X 7/8' CALX-IN ANCHORS SHALL BE 15 7/8' INTO CONCRETE. - I I ____41: I � .. � L . , "I , -1 - . '­ � '' , . I - -1 L ' L �" ­_ � , I I � I ­ �'i - L . I,- ,I �' 4 1, 11 � . ­ 1 1 [ I I , . - OF I - I is - I'-- I I ­ I - L ­ I FOR A W4F0dA%4SAR15Qi BY THE JURISDICTION ,WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT ENO ANY FINISH MATERIAL SK441 BE PERMITTED. * I 11 OUPFFIAOILO � I I:1! *�O_- READER . . . , , i� "EAUIR I , "I I ___ - _,', i� 1, , lr ,, , - 11 , WOOD HEADS _��L �­ - FOR A DIR DIOR - �! , % L' __ ­­­_ " " I " REQUAM " I ARM - , - ,-- ". !-! Kd-045� USING ASCE 7 6 AND "I-L NOT EXCEED THE miLei (A_SD�) 1/4* 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG EFOLIGH(sHOULD ANY nNSIH MATERVIL FAST) TO /I ��' �' . ,-=,U _.� �' I , �' I � - I `'�.., i -0 TAPCON 0 r cLe, �r Di PRESSURE" RATINGS IN"TED ON SHEETS 25 & 25, 'HORS, "I 0; "' ..�-' I��""� ,,-- - � � 1/4 EINGAGE 3/4T INTO ANC ," 11 __�_ U 1, .��__' -1 if TA 'I 1/4'. TAIACON 0 0' OX � , T '� I- - ,:/"., I 1, .�L : 'I � � . e� I � - P� - P 1 , , / 41 I &� ,- _ * I , r , I , I IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS OMM -IS ':4 ", I I I , � it I , , �_ , j A/ , L, , ____�Aj*.' tAPOCH. 0 or OX, I ,� i- ­1-1-11"i"' "A"' a a' Q.C� 44E � - I � I , '� , _ , - - '/ : 'Fl� " , I - _ 1 '� tHREADE - - , PEI 4;1�11N. T"REAVED " 4 1 '� m r. ��IFL THRIAM 0 PER ASCE 7 1 . I , ,,, � 4l6;66i ;3;; . i I , 'EMEYNA , . I , ', " /2' NUN. -0 "I � I REM AT WOOD , , AT wow SMALL BE FIRST PEDUCEE) TO A.S,O. DES" WIND LOADS BY MULTIPLYING; THEM Erf 0-6 IN ORDER To IiL3) IN ME THAT PRECISE STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL- 4" eLL I I lil HEADER HEADER e , I � ii, " : . J� PENrINATION AT ADOD 1. i j HEADER I I . HEADER TO COMPARE THESE W1 Mi ,'&S,O) DESIGN PRESSURE BONDS INDICATED ON SHEETS 25 & 26. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE = (i -I I I ; I WOOER �"I " I . ! �; I I 1%. I- , , I . HIAM . I I % L 1�1 11 , i I 0 � - " � i , . I lei , I r ; � , SHALL BE , . , � I I I . I � .'�; iI �' I . . � . ; 0 m*gi . I vi ..* ��L L .1 -A"& IN ORDER TO VERff`Y THAT COMPONENTS AND ANCHORS ON THIS P�E.O. AS TESTED ME NOT OAR STRESSED, A 3-13 INCREASE I - " .L I � ijipsaim - i-I I Im �=� .1 I I ,I " 1, ., - - : ' " 4 �'. - r , I � . .L � .M"* = hv" " '11� zl� '. 11/4- A ­ - IN ALLOWABLE STRESS FOR WIND LEADS WAS 01 USED IN THEIR ANALYSIS FASTENERS SPACING 70 BEEN . 10 , ,i � 1/4 , - 1/4' 1� / . , l 1/4 NG WOOD HAS EEN Cut 'I , I I , ,,, 1, , " � , `il I 1 � I . DETERMINED IN ACCORDANCE WITH Ni 2015. ::F- LILA I , . 1i 4 "' I If 5 I I e , I I I-MMET'- ' -- I , r" I i ri .......... I ,. I . , � , j , - \ I I , , , � o � I M. ' ..-- ­ I � 11 e ', j '�Fqt .... . .. , A t (C) ANCHORS SMALL BE MWALLED FOLLOWING ALL OF THE RECOMMENDATIONS AMU SPECIFICATIONS OF THE ANCHOR'S " c= " I .' . I !! �_� Mgt I I ', , � 2' 'L � . , " , � - -I % 4 I t � I MANUFACIURi U'11 = _= I I I I 'L� - � � 0 REAM_ / � 4, - I I , ,w L I q � : � 'L I . 7141 ABOVE MENTIONED CODE AS PER FENESTPAVON TESTING LABORATORY. MO, REPORT III 2032. AS PRDi TAS-201, 11 9 SHALL BE THE PESPONSIBILI OF THE CONTRACtOR TO VERIFY THE SOUNDNESS OF THE SMUMi WHERE $"UTTEFF " = F., '= , / i 'it i 11 . ' , .- " ' '�" , , � I , I � � STORM PAN ,ADEQUACY FOR IMPACT AND FATIGUE RMISIANCE HAS BEEN IAEFi IN ACCORDANCE WITH SECTION MS Or , I , � , WOOD H i I , '� mi'� � p , � I � , , , i �� , : ! r 'cc" I - � I I I I I �� t. I� : � ��' 'i , vi� I I %L ,' i I 1(2 ; TAS-202 AM TAS_ZO3L IS RE ATTACHED TO INSURETYPROPER ANCHORAGE � i � . ; � I - I � 1. � THIS SHUT" SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK - Im I � I � si � , : %RT ' � %. �' ; -(L. 1 � H I CONT, I S. OR WOW FRAME BUILDINGS, .00, m C-) . 11 ! I I I L . I I '� I ill, I - L : 2� THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OL79M OF THE OPENING AMESSING THE OPENING FROM THE = 0 = CIQ , , , I � , � 1..� : � 4�� -1 L 11 � - � , " , � � � , 11 I , I i J1 i I I " I I L !a, 5;'a �___ � � " . ! I - , I � INSIDE W/O THE USE OF 04 LADDER OR UrT. THIS APPLICATION 15 VAUD WHEN INSTALLATION IS INTENDED TO BE PERFORMED -%= 1A_ >`C ! i I O'' ' : i cl, i � � G ! � 1 G [rL,- w 10 ITINJ r. I ! . ; , 'Sl FROM THE INSIDE OF STRUCTURE 12 THE #4STALLATION CONTRACTOR 15 TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES MICH REMAIN L h OL = � I ' Exts 1 I i � l 1 rXISDRGq - la,,al'i � ; i f : . W. Sawfili : i CONTACT WITH THE BUILDING To PREVENT WROIRAMN INTRi CAULK ANO SEAL SHUTTER TRACKS ALL AROUND FULL . cc . it r � GLASS - 1 1 � ; III sum : i � LENGTH. - - - : Natinfit" - I I � SERIES 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS W14CN INSTALLATION; IS REQUIRED TO BE all, Q� -I.- "' "A"' � I 1. 0A, a .'. 31 1 M ! .. t---- oti - � , . - ISEE � i i 13 STORM PANEL INSTALLATION SHALL COMPLY Wi SPECS INDICATED IN NIS DRAWING PLUS My BuILOTAG " ZONING - " �4- ; , : � i {SEE L04TH I ON SHUT to) I I i i � I 00 %,w 16I PERFORMED FROM THE INSIDE OF SJRUCTi N Na um 11B V A. ! 'L* i ; I (ME NOT I BELOW) i I j I m Mn..SEPARATION � ! I PANEL 11 W, SEAMMIXIM : ! ( NOTE, I Esi � .� PANEL LENGTH I � SIMMA"T. � � f : 4. SERIES 2000 INSTALiATION! 5 APPLICABLE TO SINGLE AND DOUBLE HUNG Mo AORTOOKi Si W N REGULATIONS PROVIDED By THE JURISDICTION WHERE PERMIT IS APPLIED To, w 1) I P'w, E LENGTH - .� (SEE WYE I BELOW) J Ta RUMS . I I - - . A _' ;'�' � I -I.* •Ai I -L- M.. STYLE WINDOWS WHE "� = - en�� I I _11 INS =Nq- I t_ Ai _ 1 � I -, " '­ , L" _'_' _1 =' '_ I � __ _- ' ­ - -'- - I (SEE Malt I MOW) I I ­"'__"�" - INSTALLATION IS REQUIRED TO BE PERFORMED FROM THE "ISE OF STRUCTURE. t4 ATRIUM WINDOWS AND DOORS, INC. E - Z HANG STORM PANIEL VISrO0 IS MW Pfti E - = I J/' , A D;zrscgSXUE - � ..... . . . . . . -, � " ; (54-t . �. PANEL LENGTH i . ..w to) I : S'S'*A­n1; 1--, ' . w MEET I.) '/4-­2w - �� - -_ (SEE NOTE L WS 0 __ I � '.. , - C I I I I - I F I __ __ ___ � - 5-3. M.S. W/ -- --li __'_�_ _ .11 ---i . ______ ­ 'L ­' - - - ­. -1 S. ALL ALLIMIARIM EXTROSIO-46 TO BE 6063-TS ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. (a) THIS PRODUCt EVALUATION DOCUMENT (Ii PREPARED BY THIS EMOREER IS CENMC AND DOES NOT PPXMDE Cm 1 � 7/1i A 3/ . ! � ; 7/9'. - 3/1. t � i I U .- -x I � 32' . I i &S, M.S.ws. I . I _� . !NFORMA"Ift FOR A SITE SPECIFIC PROJECT: I,.. WHERE THE SITE CONDITIONS Di FROM DIE P�ED. . I � ____� 3r. cc . WIND " i .. ... ­�_____j i ____ . i :. I 1� � I_.__.,- ' � 32' .B. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3,IGS-"14 ALi i .- � I r___ - ' ___ �:__ a' - - -, Am NUT ___ . wq_I , - -.-,:;, - - 'L "'� -_L ,," - - - L" .L - - - 6.1 . L �: - _-­---!�' _ 'L,'� ' ­ - ,-'. - - �11� - ff I -'� : (P) CONTRACTOR 1 1- , _= _ - � - ,-,--- _­ � ------ 7�1' _­11 - _­ -'- � WWI ­ -,-- 3: _____ -, - - - � ' , I -_ " t I, , , -.1 .L -_ ,"L S- I 0 BE RESPIDNi FOR THE SELECTION, PURCHASE AND INISIALLATION INCLUDENG I SAFETY OF . L I : � I i ! ! ,� ": . .... .. , ,"-,"- i 1 7. ALL STML SHEET METAL PANELS SHALL HAVE STRUCTURAL OWTN STEM-, ASTMI A-W GRAM 50 Mi GALVANIZED SIM 71115 PRODUCT .2 l : j L'- " _­ ... .... I I : � le4'* TAPOOi I �' I . f I BASED ON THIS P�M PROVIDED i GOES not DEVIATE FROM THE CONDITIONS WNLED 04 tj (D I , -,J,- - - i i � ; DESIGNATOR Wi ti kill (AFTER KOILi THIS DOCUMENT CONSTRUCTION SAFM AT SITE IS THE CONTRACTOR'S RESPONSBUTY. :1 = = I , " i i � 411--'_ -t C, I 1/1 i : � "A .!2 � , ` I : L"T � I t � i I ' 11 I - I - I --- i I N1= I I � I I '�17 -=`�' '___ , - I L _�. , I I " ! l I'VaTILAITION AT _'__­1____._'___ __________4 _1 ! I � = ; , -.- --.-,. - - - I- - 5. ALL SCREWS 10 HE STAINLESS STEEL 304 OR at& NSI SERIES OR CORROSION RMSTANT COATED CARBON STEEL AS PER DtN I.) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MWFIED, � . ; ! � .. .. ---" I i . I I I i MR)WITTIA OF PLA111___ ' m I - - -41- 50018 W/ 50 Di YIELD STRENGTH AND 90 itli TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 241 t.3_14 -a = : I I ; ! . (d) SITE SPECIFIC PROJECTS SMALL BE PREPARED Ely A FLORDA REGISTERED ENGINEER ON ABOMi M41CH WILL w � L I I ; - ' I - I I I ­ I = I- I ! I IA j . ; � I g. 4,-- I - (1) i ft Gir I . ! 0. WILTS TO BE AS11A A-307 GALVANIZED gfkl-' OR A;SI 304 SERIES STAINLESS STEEL WITH 36 i MMWW YIELD STRENGTH BECOME THE ENGINEER OF RECORD �,OAJ FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER _0 : 0 .2 0 L USE OF THE oE D. ENGINEER OF RE NO, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SKA41 0 CJ : j - I I - I G i ' ' i 1 3 10. ANCHORS TO WALL SHAD BE AS I'Di SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW - - -, I . L � I 1 : � ' ; " I I 7 ' . I I - L I � � . - , ' I I 1 17� 1 I I q "MLEMAM I- & I -1 ." 1 -(3' � ' , �,(`� L I m 1 7 I- "I i I 0 - ­ L �'h , : Ii � , L , L _ r � � ': I , . L I " , ! � (A) ULM- _MRM ") 'HIS PLE i � j to� � -L � , I I I I. 7 I , t_ - ­ii;B � ��!' ­ � I L I I I t -D' SHALL MR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF 1 '4 L I % I � ED- " � I I I I RECORD THAT PREPARED ,"T . I & - - L 41 .- i I I- - I - _.� , I ��_'_ - F L - - '­ ­ ­­­ --- _1 _-) - i r, "�4 i : I, I . - If4'0 TAFICON ANCHORS AS WANLITACTUREIS BY ITW� BUILM, INC (MIN. f'c.3192 o.&.A.) li - , I -s-S. U_& Iii f , ". _' ,- .1 '4*0-2O.3e4'SS. MS- III �'� '�` - - I - r� 0 X 71W CALK -IN ANCHM, AS MANUFAMRIED BY DIVALT INC, i 1`�4= ;­;.) , - � I � �L I L'� j I - ; I - 1 4 � I . � cow, � . 1'� i =:===� cw '� * L 14 �',' __ ED / Is- STORM PANEL "A"U"A"T'J"i LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN p �� I � k , �i : I � ;. i I �' - - IONIC I, �� - - .1. ..."', - N ... I - -, I ­ *-, : 1 I- - - --- ' - . - ji PANOMATE FEMALE 10 & PW-Mi PLUS ANCHORS. AS MANUFFACTURES BY ELCO CONSTRUCTION PRODUCTS. - , - _. WASHER & 12 1/2' O.C._�' . I . � - -) , �w (f'­32450 ;i ACCORDANCE W" SECTION 1709.9.3 OF FLORIDA BUILDING CODE- ONE I, SIVIU. BE PIL ED M OP Fi - vew, "i ,. � � ABU AC R EVUN EN . L !�� '/a'# . 3/32* 1, L WASHER `�C WASHER (BEYOND) 1 ) i �' - 1- LASELING TO COMPLY Vi SECTION 1709,2 OF THE MORMA BU;LOIRG CODE, L 1� . , :i� ! f� �' 7 WING . . 0 " 12 1/2. L, � , � � I I ED. -_ ED - ' I I I 'I L " . NUT WASHER (BEYOND) �'� � [! 1/4-0 TAINCON 0 6- D�C� � i I �� , _j _ ---- _ -_ -I L__1 �: --.--I_--- I I I I , L 1'4*0 TAPCON 0 5' D.G. L j �, L f � ,�4'0 TAPOON 0 0* D.C.I., , ­­ ? � _W( 'GRIM, THREADED ; �4 I I L I I I., , f j " , 1�' i , � . , 'W , ,� At) MINIMUM DOMWW OF WCON ANCHORS INTO POURED, CONCRETE SHALL RE I 3/4' AND 2' FOR PIANELMATE I I , T& � �' . - ­ ­ L 11 � "_ 11 - I� ' 2'�4* IFOO(i , � t, i �,' .. A 3/32' WING NUT ,,, � i ; �= 3/�$2* WING W,a 11 I i � - f�Tvmm *I 5mmmmo) I, L i ! i S. / STUD) I I I At t4�MWIN _'� i L i -1 � � 'i I , I/ 0 0 a I/ " ai 2"i WOO(i "", "LL i � ,- FEMALE 10 Jr PANfLMAFE Pi 111,101I I - ' 1,11 ___ I L I 1,021i REQUIRED � its , i 0 (MOW) , W/I 7/2, " i "' Pi � , i �� - I - , GERED W ' ' � OF "A" � _._ , I �, � I'll � � I �� _ I L j [�' OF PLATE ' i � ' , , � 0 � ` - A�E�&'t, "W"i % -_'­ IA,- � � � PENEIVAi k' WNWADTH [L � r � , L " - I , I REOW - 'I � ' , L , , - U -I' A 7/8- CALK -IN ANGIiORS SK - INTO CONCRETE, NO EMBEDMENT I '' -­­L­!":­ �"­AEILJ , mmi I I . __ 4-1 �e��_i I i i" �� 01 PLATE .. ­ " _ig,ir PLATE .1 - I- .1 � I I A2) MINIMUM EMBEDMENT OF 1/4 BE INTO I � ­ - .- - - #14-10 RANELMATE PIA " - , i� ' i 1 114-10 �ANCAATE PLUS ,�� - � � � 11 . ALL 15 7/0 � *000 PLATE I Ox 'I "Ar � :j 'r . 1-11 :1, ___ ____L_­_'____+' � i . AM FINISH MATERIAL SHALL BE PERMITTED. - - _____ ___� gi . PLATE - - "I - - AR 1'9;1 WY , ' L - � ! t - I , , It as 1/4 - ! � 0 6 1/4 OC' vi 7/8 RED RED INSTALLATION WALL MOUNTING IHSIA=ION ANN. THREADED , I• I � . 1/4- 0-20 SS SIDEWALK EiOL,TS USED SHALL BE LONG ENOUGH(SKOULD ANY FINISH MATERAL i To ENGAGE - HOUNDING PENEMION ' .L I I ANN. THREADED PDORKDON ' � 4E 3/4 041,010 WALL M01i INMLLAMN Ai WOUNT11i MA"i AL ALTERM&M 78W AT MIDWIDTH OF PLATE I L AT MOMTH OF PLATE 1, k INTO ANCHORS -1- � ' '­ ! - .r j� _ %, --- ­ - , _ ­"� ­��_ 4 Iii ", kjW AIA WALE _�/ei -0 LJFE Si PANE � I /g!�� K �!�'N - A3) IN CASE THAT PRECAST STONE MOW CONCRETE PANELS. OR PAVERS BE FOUND ON THE EKISTIRO WALL " , , W 04 .' - " "' v PAN a MEMEL SCALE 3/9"-I" MQUtmuc Issw"Im _. rLOOR ANCHORS SHALL BE LONG ENOUGH TO REACH 'FIAT NMI STRUCTURE BEHIND SUCH PANELS. ANCHORAGE . I �F ." %)CiElifi -r" EL OtIMMMINA, IRNAi It 14, ALTM 8 BE AS MEN IN All AND IN Al). ; , 1. f - �� E 0 I 'i .f * � - SCALE ,'5/8-.1 - SCALE a/8'.1' WA TIL "ll, 11"TREQUILAR PANEL ,,o�,�j?, Ili Ql?�N' A (0) 1D_JQQ5BSQ&A�L = *: - S " f . N0.44167 '- S A��-n*­-!4� - . -, '/Vs' SCALE 3/41*� 1' 1=1 14%ir SCALE 3/0'-I' 4q-- ��Clili %. z�, -_ 1. * .**-= 17- ' K� I "' ' L, i , , - � - . -j'j- n, 7,,, � I- - kf,, , alii. , , . , � � I i ! ! , I F *. �g, .. . � FLZRtDA BUILDING CODE (High Velocity Hu core Zone) - A TAPCON ANCHORS AS MANIUfACTURED By 'J.W. BUTUDEX. INC - - _. -_ . z FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 1. INSTALLATIONS ARE MY VALID FOR BUILDINGS WITH A,S.a DESIGN LOADS . ze...'s"Ise ,,. - ��- FLORIDA BUILDING CODE (High Velocity Hu come Zone : I - - 1/4 7 - L. UP TO +553. -710 PSF AND PANEL'S LENGTH UP 10 6--f!" 3 * 0,4 1 I a J=v mmo, We F.P.uz, : ...• NO 44167 % 1 OTM I'vival. Ali rp� - '/A' 0 X 7/8' CALK -IN ANCHORS, AS MANUFACTURED BY OEWALT INC. (r_ISSU PLA'J') . .. . i4i F.P. ' N= .- 20 GAGE GALVANIZED STEEL STORY PANEL �14 ' T ..�' 20 GAGE GALVANIZED STEEL STORM PANEL 2 FOR NEW WOOD FRAME CONSTRUCT" WOOD KMKTIS TO BE SOUTHERN - I '. * z 20 GAGE GALVANIZED STEEL STORM PANEL Wow W! I. INSTALLATIONS ME ONLY VAUD FOR INALDINGS, WITH A,So. DESIGN LOADS = . * (-. , * i- '___Z�_A DIMAN Ii - li PANELAIATE FEMALE ID AND FANIELVATE PLUS ANCHORS, AS MANUFACTURED BY i CONSTRUCTION -, , C��-- 1z I t� I,.. - - , rr�_w OFFAmi BY, CONSTRUCTION: " = �; ' , --- - PINE No 2. otf 5PECFC DENSITY OF OSS OR i - I-----------------) a?/"/=* UP TO +55.5. -72�0 PSF AND PANEL'S LENGTH UP 10 W-1i OL - 7/m/T= I .�I% .'� JfL - I GLOBAL PROTECTION PRODUCTS, LLC. * L I'll - \ GLOBAL PROTECTIO '* .... ' E __�_ � - - __ _-� - '_ -- PRODUCTS (f'ni Ii T11 rE �co INC._ ­_ I- __ ­­ ' =1 �' 'p - _4� WE � *' I . St E i - �_�_ � -11 � &.1 51 snw �, S ATE 4- -_ '_�­ :�� ':' C. ---.----- 41 N PRODUCTS. LLE. 'R/eA IP� ocli I FOR NEW WOOD FRAME CONSTRAL)CTM *000 MEMBERS 10 BE SOUTHERN , . A t %It" ..... Dom FL 3-"14."',I�S'j. .. *%rFL1I-Nr , . , - _ JjC0i \ GLOBAL PROTECTION PRODUM, !;'� ; � �. , i �w AN, $I srrlw - ;vt / fluilizo. " O.".. AL I ...' PONE Na.NO 2. W/ SPECIFIC DCNSAY Of O�55 OR COLIAL DmID'i e� DAMI. rL MIA TILL _=;� RgA_7oAfi FAY: ......•. � , Tdi *9= 1. ("4)6-ftO. IM7 I$�"-67V 1 W`FAA'= . 91. PHONE: (W)M-r-41, FAIL ")M-OW I ^';!­�j' .."'O 4�"-2`i li wr .. g%-- -...'rtm 0., (WA 0 FoF� 20-176 20-176 . '� '� 20-176 - lwr_ FA M.A.--fia, """""ys - � a., ­­ •- Del -.1 " (�)M-M? wilmi iH, Ilt. - Dw, _­ - a- V Ai - I- 01i No, L. ­ __ - � 0.0 .I- _', _- IF ' i - ,,""'6""' ',FFNX'.'�'-E-�'.' -agai _!�L P� SEALISOW-Ni (A-000671 -.1 -- -!-"! - - QFAWW; - Nn 1. *.,/M.nwlr�w CA-00i I I - .". I - I .% I I - I "LIVIN k J" RE I '4. , � - - I =i -. - t Nm' FIAT I q !_ 71- j ; i - ­ -- OF 26 WOOL A, Iui 'A.' I A I I - INUT, 2t QF -, iihL -Z- I � I- Of 26 1 I . L. 1, am mi z Em I I - !d COMPONENTS Ft}R SERIES 2000 & 1000 "- HANG STORM PANELS 1 (SCALE 1/2-1') - ­2 50I* --­ ___ ___ I __ _'____ - - - - __1_1_' � �_'_____'____ - ____1­_ ­ I ­wt9v (TOTAL, WQTq)__'---- - - - '___"'____- 12,50, (EMOTIVE WIDi - -1 - - .- - I--.---- - - _____'__j __ __ I � � �_ 1_2250`7 1 - I __ I _____ I 1-2,591"- S, . Il 2�200 .1), ---I VIS : _- ­ --&,/IV . � - 1.31- � `/ " '; 11 'I - z iz, '41 2.657' __ _'_'___' �1.3 1 W-- I /D'i i THICK I CALVANM STEEL 7 "00' I - 1-3 . 50' - ` I ­'. ' IX ' � I '�� f' ' �-_ "MEI-1 I a - F-I il , 3.500 - - i 2_500* . -i;;, AA- � � 'Ib� -Z � I *' --- I Tn' ' - i --075' __' " -_ - � 2_-� , 1 '�� , __ ,, , ". � CZE ASTIA A "3 GRADE So UNI i DETAIL '�T. t1 � __ , � 1 1 ALA ­ I Q-50 IALV. 4SAr . '���' -I -. I - " 1 1. --R "p, . 4 ' ' I . - - - - - - - - I - --------- _ --- - I I I- .3k- --- ­­5250' - ------ -1 r-_. ',� � - \ '10, I �' ,*266 A '!p -2.470----i "��$,. T WOM-Ei f . I Q' REVERSED rnr TRACK (1) REYf=Q "U" IWK --, I - AANEC�M utP__�,_�� W/ HEMMED i,7,%O'- - " ise -I 11� , . _ "'if", - '/' ' , _ - "��' _'I i - I � MAXI , _­��--� -a ar -, _� lfr r 4 -I I . 4 I ,/ �' I'/ < �n�__�� - z 125* -0 w- ��­-�� HEMMED _12!: I A_ I - - i' I- " •I , IF ; 3,7 1 SO . if ISOMEMIC VIEW MMIL 2aaa. 21000, ROUNDED CDRNER 0 ENDS OF PANEL'S END Up W1 HEMMED EDGE- __ , - 1 125" ,7SD' I 1 1 : � (N T.S) . i I f - - t L' � - - i I I I I i -2.000�­ - eZ) - - -1 _5' Ili - - - -- -1 M, E'� �.' T "Wax-1 ALUM, N. " - r- 125' 6061-TS Alum. ALLOY 1-1 I I 0 8 f-F '"'It. N, Iri 10 �!' 750' 055� (TYP�) ... 0II0 ,3 . . '4 *' / .....' v3cEii ' I I- E .1 '- - . .�4167 __===� -_I , I t ... I * -. : g FLORIDA BUILDING CODE (High Velocity Hur one Zone) L­3, Mo..--j ___ - Jw __ - % J". 4 - 1-11 �, - . FATE - , ­­ ' ' 42M I&wm INC, I F,p 20 GAGE GALVANIZED STEEL STORM PANEL akt� Wr (2) 3"x3"(Mj2x.) ALUM, ANGLE T STOP BAR , '. , . � ' - 07/U/2m ', ed., ORID ' " I . ­. .. / - 'pi, I—-.--- GLOBAL PROTECTION PRODUCTS, U.C. ,ni ""'Z,!�, � INIL"" 11 111LIECOINIC I I' LONG 6063-75 Alum ALLOY N '1414 oil i / - mW,l lcr.* 9= ,ii....... I .. I4-, (Pilig, -­ - M .,-,.I ARM SLIC 5 MMi QAWC ONN14 Pmwi (054mmi w (w),"-fin, 20-176 1 pl. SEALMDO"U'viii . IA-mosi I'MATER A_ T" - FLONVA , ---T-- - -- MANINaft I - =-- Is I I S/74 (SEE Matt 2 OtAW) smi PEA j BELOW) If V/24 * Ii 4 W/mv i 18) tsm Ili a mi 3- Max.. 2'/24 It, V/24 A�� T T '�I' f(I)i I elEACH I FOR CONCRETE! AIWM�� SEE 11 MY, 3. ii -3--- 1 - WHai SCRi - ,-3:.®„ tsm 00MORS"i ^W�um - � " f M. � 4 7 - - SCHISgult at SHOCT 251- v Nii� ; 1: 2. ;. i I , 141i "i, I. WAI ,%I I 1 1 ____ - ­ I �'_1 ".I S'Ki f"_ - - I - - __ - _______ - I I 112. 1 jr - p .1 ? r i I I P, i i V;" ­ _T I I - �j I . - ' -M•- Tm �' !! 1 i !, i I I 1m 1I I H � , i 1 ii i. I , 1, I, i 11 H . 11 !! i I I 1111111 L [ * I , III i A , j I 11 1 ! I I I I i � L� i i 1�1 , ' 1 I I -1 _-L - L11,11 I � _7 11; 1L. I[1 _1 I LIL I I' _LJ' - 111I i f 11111 H I ILL T , ,L � -L , ALL 1, � 717 I I , , � 1- _11"i 1- [ I'll -1 1­1 -I,-,---- � I-- 11 ­_ � - r -T­­-1--T'­T" AS X IV .1-I.-WIPiz fig x .L. LT-1- - I-, I -t- 1­(JWii"_1;mi - � [I r'- Ste Mom z 1� 4 1 I - I ,I , � 'A�j ­­ TI f I I I � Sa N= 2, 'i A BELow ' SEE i 2, 3. 4 BELOMW 4 ITEU I I i i I I I I i i il.1 I �, II I 1 I , I 1 1 ij I I I 1 1 1 1 i I i i I 1 1 i � i" I I I, 1 1 ' 1 + ! 1 144 � I � . ! I � ' I 'il ' I I 1 i I !I - Li I _� I � I ­1 ! ... , .� __+ I 1 q I iI. I I I I I I _ 1EDP...... ­ _14 . I I : i 1-T , i I I . I 1� . � __ I . m , 179 it .... /_ 111, i _ . I � I 1 1 'j4-t W.r. ioi � 1 ' ' - I I , ! 1 1 I � !/I W- Qq/4- i N/ , I I '11, 1, i I 11 I f i i i I I I i WINGNUTS I , , ­­ I r - 111.1 - -, _1`11 IJ-L, -1. - .1. � j. J I ! I I i I * 1.1 11,1'. I ]j I I jj -, r _111 -1 ... , I I ,-", 9-w-Di ". __i_L_ _'J_ _ _1 A* %' 1-- -r, I- J-T­ 1 ITT 11 T, 11711r, , [11.1 k B`q ­1 40 1 T I fir I �­j t r, ,I 7 i i' -f-T,F- I I - _1T_1.i_T fl-1-Iff � � � I T I ' ' f I i I' FIT � I H - i I T111 I r I I III 11' 11 I -"I I 111H rf I I " ' U H ILL i� I , - I I I 11 I 11 I 11 ,I j! III, I I I I I H i lh! 1 1 I I � 1.11 I 1 4' i i I I i I i"ILL, I 4 ;I , I. I P--TE (I",) I � SEE "=-- -I -3- NOTE A ai . S, -4 i--,- Rer '�_.. \_� li MR DINCRETE AR OR SEE 7­7'r rLTSM4% TOM so"'As" " SHEET I 0 ,ARW 25WOR wm SCRr* I W.-C. � I/v I tjr i vu SWIMIS C ___ _ - _'w_ LAST PAN imar - I 0. ov - "i 0 # PAN giNp,.11m, i, - I LAST , BE P vai `5 OPEN140 amp.. WE '�br apa "111 m - To 4C "" " r .&/ DOGAL ELEMON EQR A,, REAR HANDLE To FACILITATE INSTALIA DTICAL Eu3m ES I RIME .�L. I IF INTENDED TO BE INSTALLED FROM INSIDE OF STRLICIVRE. E__z H Q =11161 PANE I E-Z HANG =9 Wafg $= I 4-9- v - � INSIDE OF STRUCTURE SCALE At= . I' WAZ 3J3r . I' 1- 1-1/1' I,- I'M, v/.' - wi J [-Ile Max.w - i Mn 6AP -I- - '__ _-_�j (�f T'­(D-/RgW/O @)-(D 3ECTION A SECTION 10- !1L=-1Eff1)*gib" SCALE 313r - I' NOTES - SME vw - I- M- ! L - 7 HANG SICIRM PANEL systEm CONSISTING OF PANEL 4, TRACKS AT TOP & PAMEUMAIT PLUS OR IS' I" (* QfEF1M..QE._5EMVa2=! E - 2 NAG STORM PANEL SYSTEM CONSISTING 'OF PANEL + (�AL BOTTOM Wj PANdAINDES, Cont.TRACKS Top & Wi MENO PANELS SHALL ALWAYS BE CONNECTED TO - NO MEANS OF WALL (2) 80 PANELS SHALL ALWAYS BE CONNECTED 70 BOTTOM TRACK OTHERWISE A STOP Ei PANELMIXTES R CLY W/ 4.5- LORD Dtv END PANELS SHALL BE PROWED AT TOP OF SUC" PANELS. L BE 94C To ,,A a SMALL- 'U"' I =" WING .z. lIa avT.z.'/81a�' AS 12( (3) IF END PANELS ARE CONNECTED TO R)7CM TRACK, CONNi SHALL CONSIST OF Om ,33 W) - 7/8"M/n WINC NUT OR 164*0.83 MI, THUMBSCREW - LONG DO TAP . ni My 14 �/4'0­21.13/4' M.S.1TRACK L BOTTOM OF rASTENERS AT EITHER OF TWO (3) FOR CASES WHEN END PANELS ARE USE JOINTLY ill/ 15 BUTTON MJ�A&i AT CONNECTED TO EPIUMM PANEL. TARCM STOP BAR EXTERIOR FIAT PLANGES Of END i. TO SUCH FANi (*). IN CASE THAT ENO 'K (i A STOP W IS ONLY USED AT lis p)I L&NOT CONNECTED TO BOTTOM 0AL , (4), FOR INSIALIATFORS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY TWO ECTM 0 90TIVEM TRACK MOUNTED to EKISIM SILL WALL BY MEA14S OF PANOMIATES. ONE 04MRM PANEL = USING SPECS INOMICAM On NOTE m IMABECAN21INCONNECITION OF PANELS 11A TO BOTTOM TRACK MAY OCCUR AT ANY Ali LOCATION. ./ BE IPAEO nYE%1rKSi BOTTOM AITACHING BOTTOM TRACK TO WALL TWO ANi Mo NG . _L SHOWN ON ELEVATION AND W1 3 1 IV Z.T7 (5) SEE SECTION 1% 3' & 4' ON SHEET 24- SEE ANCHOR SCHEDULE ON SHEET 25. WII, EDGE DISTANCE FOR = .S.L NOT NEED TO � 0 TV 'i 0""01111100"111 t= BE CDABNECI , Tpj , NSTAUED , Tj "'% THAT ADJACENT PANELS (6, E i & RIGHT SIDE OF FOR PANEL) HAVE it i�' � kjk , OVERLAPS RETAXED BY "'1'0�� .... . - .- , '_ .- e!i� .... ".. _'�'­"I'Cffi FLORIDA BUILDING,CODE (High Vel!!t Hur cone Zone), _'*' ' - - _� Hur _f ** I - 20 GAGE GALVANIZED STEEL STORM PANEL , NO, 4 167 ; - Fap'' = WA" ' ?��_" . . � = - GLOBAL PROTFC13IDN PRODUCTS, LIC. `"DKIM' t ..*'-. STAY OFF__` .-CC E - - - :> / 11L1EC0.._\ _F�� _ �' s'•t. -,I Nm $A TI �� - - �."`40 j13i '- - "TFULF ._!__.'�_ SAKE. F_ 3XII. , - .. !%�� Kr= A, 20-176 -QK tW."bM-'*- FAt (�)M-SN7 '�'X.�;A�.-� "�Ii�' �� I - - "01-0.01",-, 0" '40" "" c'-sall'i _. . - ill'. "'N,MAo";f4;4""1I1- u,-,-'-,r :: -, ! own " w a - = In -4.-I A- I I --, I - I --- INSTALLATION DETAILS FOIR SERIES 2000 AND 1000 _E-Z HANG ,5108M f!ANEL(I)INTO PQ-U.R D CONCRETE OR CONCRETE BLOCK -fici .90"m ","' zmm�n Nm s.xcKu I , 1 4 - =7----\�,` I'll _46)_ = .zm �11 11 - ". '�� m Solli a '= - 'i) SIM " fw'M -xar ____(�) - I \ . woon 26) , I " - � - vM votri 11 ". . swuT .1 .�' N --��- ---\ , _E�m- - - - _�__ - , -"c , - � j - kl';�Wd mm= . I. -" �-V';iII`rgr "i D`NRAaT I 1-i' . I" �11 DM 1XV. - A MAI" 61 .1 I / - wila �44 - , mai �..' V . opi '­­ *L_ ,I,-, 1� _1­ NEW As --I - --V � - I ,' = ­ - "' --I ", r_ 4 �7) � I J - t'-- I I I I I ') I I 'A 1-1 I : I x ! I .-, I mi'Maw , I wIr �_ � L " "'j i -1 i ; I I 1 '- -.---- I I I . "', - I : ---�) 1 In' 11 I III ! � 9 ZIFF I om_ 05 11 -T�--'----,i - R "- 11 I . .11 I I - � T11- ! I 9 i : I I i I I I I . I I __C1 I ScHODW I S."Ovi a - i i ! 1 % : � 1 t! SHOT I" � 'p-Iii iii n i i ! I I.- MR 14, - FOR W- __ _9W, I gi� ��. = : Y. v 50-AWJM SERNIATION WE S.11i It TO DAM ! Off I � TV MASS, ; i � - vv.-Iwo- Mi sp�� I A, Ei i - .two, amw I I V.. _1 m Q.Mi I i t Uw TO CLASi 1 1.r �_ � I I VARY i L,W. A ORIALM, am Q~ I I, I i 1-f . i I ' - 8 ! 4 � __ . _11i 1­1 i I i I j I ell I I I - _<1 " -:--- - I I I— I - ..-A 11 __ ____ - I , -.-. I , '. I - 11 1 . 11 I I i I I ! , I P "i .. I I - m I ' - 41 I 1 1 ------- ,I- �­ - 1 1114-F-F-fi,ve = I I 11 :_ ! ; I I )a - I 11 ! jz%rwvz� I v 'I �' ;- tf I 1 �4 t It , I I I 11 I I I I vl . .� � I E 99 No I .�� . 1(r, r "j Ili i I ��� ���'�' e�';�;�%� i . 14 -1 I 0. ' -, " " I / i 11 11 Kv- I I . I I - �_111 I I Ili P6LAIta _I d 1� . I W..i � I i 1 � L __ -] I I . . a_ -I--- RWUM f -1 �'�' - - �!_'�_Z'_ - MER, 1 ,,-," I . 3 i 'in / 1 . - � ".. WOOD .1 ,"�,"', , _ " , � ��' I _ f" I ­71 i�� i �� � 1 7,,'5-,-,-,(,'-��'��-,,���,�,-,I ... T,777, __.. I r ; S;�� 11 '/*�. AUL - �� 11 " I 0.004 - � 111= - !11-111� V� , , i 11 I = �--Ci �� V I ­ . 4 '.zm I'll i �"==-"4 , F� �11 i " I _" 0`0 - OR - ' , � Xzl6/1_;oIw'. Ee SO .1 ? 11 - - ". - , _'� 1. " A AN"Na's "' , ", i "/ / =i =r � \ i ��--�- - m I �'� ma � =_%M� oj I" . 0011 ___ �] � I �'� _.AAF w .w �m -1 \'�) _" A i 02 1 1 , A Ir O'. " sofa) - .1 I WALL AND DIRECT MOUNTING Ili .""oloof Z) - A. mow"wo I - WALL MOU"! I= SECTION I A __ 0 SCALE '5/8-I 0= TO NTINrj INSL BULD-W MIGUNT#m INST5 I ,,, "�". 1 SO A _ SECTION _1�) to, 1, W?/'V i .�/oi _ 5i 'Sa SAMUM0,104% AEOXFMWon WIV - VM RM m AT 0UHNIONON, - ',t,k1 gr F.m. - " % I& ,�tg A, �QAN , 4 � __ -k HaooV ..... ...' /1)' I CA . T. . . . 01.!;�_', �* . '. , t� CEN " " j , t 8 W114EN¢ z- .' N *. 1 1 �_ = ' ' O� 44167 t I FLORIDA BUILDING CODE (High Velocity Hurricane Zone) L--r-1 I - 0 71;;i =*1 . & 11 I I WA TDNBMaED ANY I, ANY I':5 . ".' STArt OF '.", r om Tumcm. 1i 20 GAGE GALVANIZED STEEL STORM PANEL rp` . - p DAMON I "'i' ' - . -� - . - I m - = WAAM I GLOBAL PROTECTION PRODUCTS, LLC. "T"'U"'Re DIETAIL 1 1 .� FI, VIEW ! , �_ - _p --- SCALL Ilr A, J* � IMC:o -Z 47" �X E........ 'FA,V10,R)m ANY 7 Woo I. 11 .!,* lm"14:1_1121��" 1 -om 20-46 - aii PHONE (wi --- cA­;Dxi7IK m- L'�' WAL70 A' KUX aPjC� 5m I� I ., �-- mon . IN, 26 1 1 " a) (D a) = -4--i U) =3 ICU > 0 L_ U) 0- 0- o< (D I-- 0 C =3 -0 m 0 L_ 0- C.) a�/)� L. m " co :3 LLJ mi < z z < _j a_ SHEET NO. S H 1.2 .-A ,W."b=kl*iili�'R;i�i*-i;ifl,441.7.Nll,tMrMV-W-M 4 Z.* � 440I m1m 11eIZW-I 31--0*M9#19I#7AM4;&iI= 3=4*:?X1tW1t*).J W13 .­wAW.q;W; m MAXIMUM AS�D. GESING FAM111 M.- f,,V= I MINIMUM - "Tti ,- I .65.0.-753 70, OR LESS 2 S/W I SOLIED . - i 11, X, S , "w, I 2'W J, SIN -- ."A -75,3 ­ TO, OR LESS . 2 � 7/8' I I - - i ", A, - - S;r jAE;fFgVvoI­;W .S- MS 8, WINGNUT AT OVERLAP & 409 Of PAWL LENGTH go 1�5 PANEL 17f�11.4171117W.10�-IROINII*-.ict"�n;i�i*z$-Ifj;i3m;kNtilig-7, )tW-1,1�19-le,,I.i*-,;L,Ci,4,)l.,IMT-n-.iT�l,igj,w�r, - - - m , W.�=4;witpoic�l,mmr"...,; I MFO a 1011, WAAW ANCHORS $PACK FOR L IF - 3 $12' - To .Is PRESSURE - -4 T.Pcoqs mK-fN PANtLWATE FEMINUE 0 j FAMELMATIC PLUS - i NS I & WAAMUM PANEL RATING (P.Xfj 1 DO1181"'N", I OF THEM 664TH, -L- (I'.) TO CONCRETE To Co� at= I I M CONCRETE To CONCRETE TO CoNomm TO g%w" To IETE I'D ­ -- 72* - NIA -----�- - 1 12* - N/A 12' AI/X 1 V & 2� (TOP) it' r. O� I I 3 i 5" 4. - 1. '. i I� ­ .91911.11) + 12' 3' I ! 12- Is. I I S- '. S" 6' 'TOM , ).. 2� �, - HIM, - -t/±-- N/A I NIA I N/A NIA -- i2 1/2 - Y, 2' (80 ��- z 6 - ---- 1/2 70' OR LESS 7. N/A 1/2' N/A 4 112* N A 1 4 N/A 3. (TOO) I 12, N/A 12, , N/A I 2 1/2" NIA 9 I/2* N/A 3' (BoTrami - - ­-� - - -- ­ --------- I 1. Ni 12' N/A r 1;� N �A 12' N/A 4' (TOP) - 12, . 6- 12, -------I- 9 1/2' 1 I,*_ _ __ I 11' f 12- I W 1 A- (BOTTOM) * LIMITED TO 664 p.s.f. AS D. DESIGN PRESSURE RATING &SEE SHEET 25 FOR ANCHORS TIRE A! SPACING MR RWALLxnoNs DAD WOOD FIRMAE OLNUDINO, 1AMMUN ANCHO SP404M AND WHIMUM EDGE DISTANCE ARE INOICATED ON THIS SCHEDULE FDRU, LESS THON INDICATED ON SCHEDULE REDUCE A404OR SPACING By MUMPLIANS - THIC FOLL004 FACTORS MR Ii OPERATION TO BE POSSKL REDUCED SPAC44 OBTAXIIED USING FACTOO $14ALU NOT OF LESS THAN WRAN SPACING INDICATED FOR EACH ANM40R TYPE AT ANCHORS FORM AWPHOR TYPE - i - _ - 1/4*. _ _ 1/4*e __L44�. TAPOON loWdLWdt FEMALE It P Pus Cag- to, Nooloo, voomma fp,) 3 3 It ,/2 - NIM 'aWPWow Pi') 3 --��- 3 - . I e= [&;�- .) -T­ -7 -,,, -- ­T,w- --. - - AMK LO, PK astoma FACIOR --i . I - -11r to ". ­­-- - - - , 3L7---:7--1 I. - ". - 3 02- - - - -1 - - I ­ t - - I ­ - r-11-1--ol i + REOUIRES MR DISTANCE BETWEEN BOTTOM OF PANEL I I t - A I - BE; I,. k - JI/2- F4,-T--0 ++ AEOUIRIPS MR. DISTANCE BETWEEN BOTTOM OF PARXJ1 i r AND (D TO BE! 31167 LA-is/le (7- 1 M­ QQMEQNENTS EQ REGULAR- UEE SAEM E-Z HANIG UORM PANEL SMEMS (SCALE 1/2-i-) - ­­- - - ---- - ­15.12V CTOTALPAOTH) -- - ---- - --------- --- -­ ­­ - ---- 2.IB7'-- - ; I I -12,50or OEFFECTNIE WIDTH), � ­­ - ­ -- - - I-,-r----- � Il- -, 103' I V4.'W-zw141 ; - --- `­ - ­­­ , ­ It -- I -- - ". - ', � � I .iie ­ .1 -- . : I �1­ � ..... . ­- - -- 't v4- :Typ-�-- - - - -- - : Z`74:�- To A= :Ti i i 11� "25, , , � I 11 I - I OR at ,2 lIr O-C "-"I- - 1-450, - - IzSo' -- 7- 1 3�0' - � I ISO, Ow 'Be -- '01116, I (W BE REMERSEV) .: � �l �01) � �i k .AID' 1 7 I' .� 4 , I I I - - I � �, I ­�­ � "', 11 I : I - -foo'- - , I �� ­� - , , I" �250 4 " 0�� I � � U----- IT :: "+� ", - ,c" , ,I - 3.371' Bwl , �, 0, � - � I I� .. -11 1 II024, III THICK 11 S , 1 671' ,.,� �--1-4-111'- i I HEMMED GAILVAPOZED STEEL 71., � . ., ': 2.. - 1 .084 - " . DGE ASTIM A653 T I � �: . iml!r ­105"A I - .-A GRAM Ili MINIMM ­r"L U � 2,126' " - - L � C-60 CALVI EGG `0 '-- , . I� .­ __j ­S; I ­ M" A OF ,GSA -IWO - - -1711i (TYP.I I- - - - - I - - - - - I - - ------ --A I--- "3w---j (1) STORM PAN ­ 1.350, - . A-] J. � - -- ... PANELS SHALL, BE KWALLIED ALWAYS ­ 2.3W-- - FROM LEFT 70 wow *I 1/2, Lfz (�) NEW (�) AMU WM 110 AT END AT LEFT SIDE Or PANEL (�) !HLffAM TAA&K - ..',',� 1.� I ,�� � M, TOP EDGE oQ24- (MIIIJ ", I- I -- - -- OF PANEL RED STEEL PANi VW Utl I �-, ',- , 1 .37 �� � I 11 , '1�1 '.7 � ,,, - j_ PAWL ,; oy NAMED EW '111,�,, I "I, &O.W I I � */') . - -IC I A -I- I.- - - �l - IrT - , /Z�� �1-1 . - -- I �, ;1 I 33', oi.279�­t 1. I -, I , , -- I ! - �, �,: =­.200' . / :�,-.."��;� I I 11#1 10 'L., 4 --- .0 ­-­ M ,� , ��, : , 0,250 , N�--,�,,��' " I 4'm , i // ---. , - * - , i I+- , - / r 'bi -� �­Z--' 1 .07' ..62s' ,� I I - - 2-591- ---- "AOMEk ,- � - - ­ --�-- 002700- / -1 � . _ - I- El U , -I.D. ,11�,�v.-,-FAAA, '-\- rj)S OR Ili - I - - I , @0 - � � Z2"' -i : . INMETRIG VIEW DETA" 3oT ­ j,,� I ,I� 4 1�5'0., , I'll, - ," 4 ) < ROUNDED CORNER 0 ENDS OF PAW-L'S -1 - 1­ I � END UP W/ HEMMED EDGL I . NO, ,05- i I �­-- 'S�yo.sw t25' - (NY,S) -375 . I d JI - - - , . i ,-----.,.- TYP. Borrow DuAllai t 7500 I - DRI, .067* - i (�) UX HOLLXA3M ­­1 CODE Or PANEL 3.750, i crypl) .7w 3105-HI54 AWMI ALLOY (�) KEY HQLE Al PAN - --' - 072* -0. o -- -I 1 I I 1124' .SEE SHEET 6 FOR ADDITKIKAL I I Ir 1 .750' - 1813' LIMITATIONS IF $LEM CaRai. IS I J'. * I I I - -,091, I- - .12s, t - OKY VAUD FOR INSTALLATIONS IWO I � WOOD STROCTLARES (�) =m-zjx , U I , ,,, ] I ,.v �� : I,25W . - ) I - , MAX-1EHM , I 4? _n_- � - - � -- - ­- --- , - i L.- --- ,."". 317M � --1 2,wo�L 1 . 43, � -- - . � lze FT "r I i - ­ 2�5411' -- ­- t­118* (TYPI) , i I ­01 � I r - CSO 0 L- -, .750" .250_- . , (�) REV. N' HEA12LE (�) "U 14 , , I CITIP-) - _J -- --- - I I Iota, TO 5' M­ --- , - � . - 2bOCS'- - (R SUA 1 " WAX, ­ I Lmm @ ANGLE .... of 400 @ 71LM= 9 EAffl-HAMM .E4* - -, --- 3.00i -- - ii;I. - . 6061-M ALI , ... i - 1;vC .,,,_,�� �:.T)14;;?s U 1X WIDE1 (USE ONLY FOR E-Z HANG STORM PANEL I- - I' ­j I - - " ;:­ ..-,-J xs;n e,-,��414�;- -14'-, SYSTEM) 6063-76 ALUM. &I -- �­ S­ �275" MIN, - I - , 71- [ � -­ , �" ­". I l --- ----- --f-, - -i-----v-) 1. S ,.' r'. 4�4 ,.,2 .. ., x - No. 44167' '� 1. - FLORIDA BUILDING CODE LNon High Velocity Hu ' one Zone) � .6 C­ i�. "T ,7...:l­,tr--,, '.. , 1%, -m *Si� MIN - z- * I * :*- 42ow notroa. AN; P.O. - � __I A , ) I ... ­--l-ill - ' . z- , TO ­ - ' - 24 SAM GALVANIZE8 STEEL 510RU PANEL ~ BY I— _ __�� � I S , -- 'I I k STATE 11 ! BW� � V ,P I I _-- - J,�p. , � . I .----- SEE SECTIONS - 250 0_ ON . /Ama , - , _ . "' f _ . -- I ;,,.Dw*--- ,­­1---­ MIN, _;��� GLOBAL PROTECTION PRODUCTS. U.C. DATE, . _.� - L- ' , , "m sm, 6 ITREE, -- -21. " , It, 'A', ;�_ , I', . - l. - --- ­ VAW, Ft. 20-175 , � , Ho� 0410. - (D.)%%; . 004)"$�-snll . , - .­ - � Ft. ­1.1 "m -7vA m @ & 4�� MIJERED WINGNUI '-A'- -- �� up�m ft AWWNO� CA­0o1(`f7'q AN, ­ - (9 1ww--w-:r- (f� (ZAIAAC Z ALL" INATO, A J`� S.m 2 Of Is I IRAVLAH= "04A TILLIT m , I - -,. Fmq � - .­ I - H�A .m. � A I I g . -- - ---- INSTALLAMN DEJAILS FOR REgULAR PANEL T INIQ EOUREP Q2NC,RETE OR CONCRETE BLOCK STRLLCJ-VM ALTERNATE CONCRETE ANCHORS LOCATION CONCRETE ANCHORS TSEE SCHEDULE ON CSEE EXISTING FIGURE SCHEDULE ON7 ' DOI POURED C014CRM $HEM 9 THROUGH 10) SO L �ONCRET]E­ - _ OR CONCRETE OICK SIFEM 9 THROUGH 10j, . 00 CONCRETE BLOCK I RECURRED. m/l �� REQUIRED. �� 1.11 -- fKIA.'. - ---E.O. ��-,,g", /-10-111" LEG CONCRIETE AANCHORS `��, I? EXLS71NG POURED . " , CONCRETE ACQUIRED �­�,�, , (SEE SCHEDULE ON �,',%' � . "!I - 02- "L, I-, - 1 ,,4,� ­. m � � 11 --I , 11� - - -,--- @- . No, emoto 4w w I 'x;4 ­ 'I", I ----�-­ . 1 ". - I ­NXM ICK SCREW ON -1/4" i 114 4,-"�"11'�. 1'� ;'741-,pai S. - W/ - I I ---., - - MAX ­-, -- - , CONCRETE ANCHORS ,��,,"";:� & ,,f 'Ir at. I -­ - MA` - I -- - - t I ­­­ , I (SEE SCHEDULE ON I In- I I I .­­­ ­ "-- - ; 1*� - ; SHEEM 2 THROUGH 10) - , '­ 1". I I I I - -, - �,� I i I i �111'�`, I t- - � X 1 1 i 1IF I (�)- i _� - , " - * III: I �11 I I �11 � v MN. E.t, � , , 11 � 1; I 'M "I", "" "' i- , I I � I � ; PANEL LENGTH �,, , I . � I , . (SEE SCHEDULE I - E'O� �'.` ,I �-.-, -- - - �;�,.Q�l I I 11 I �� 1,z ".j9pi. ! , , a __v ­ . ,� (i) ­'.�� I i i mim I '" , N - --cl) I, --o , I SEPARUION - rj-) I .-EH6 & 1 ZS �3,�,p 1 � 640 I TO GLASS. ! - L - - ,A �­ In C, L I* ON SOEM ( SCHEDULE r ­777mm"ON To GLASS I SEE I IIEX " 9 & 10 �4'1 �/ .,,�,, , TS "O MLr 'L* M... -1 (SEE SCHEDULE ON . 1 v" I Do, Sim 3) 1 � 1 _4 �� SPACER g 1. I -'- - , *L" M... L ­-�'. - �� ­ - P, ., f�,W� (1� I I PANEL LENGTH (Istmoome. 0 I ­ � - "I ­ -- I 'SHEET-N. -,I, , --- , ­ � �- -4 ­ ---- -- ��)-,, A�-­ : (SEE SCHEDULE e k-- I UM;H 00 Ir-an _ 11 . i -1 LMIN Own 1-n PANEL LENGTH 11 � 0 1 1 ON sHm 3) 1 1 tsa SCHEDULE , I I - ­­ 11 ; I . - - -1 I 0 SEPARATION ON SHEET 3) =� I GLASS. . Ml%" -1 TO ­01 , : I— --- - � � ­vi - WSEE SCHEDULE - --------- A* --- ---- -- I ­ , -- ­ : 1 50% / � 56% I I I ; I ON SHEET 3) 0 1 0, .,. I h I MAY I '��,�� ... ��. � ; � i,,,� OF IL" I 1­­(i) � � - .. . � /� i I MAX. � i� ",',',',',',',',,,,,����������,',',',',',',"""",,,,,,,- -�,�.� � ", , , , , , , , , , �. 6 i , 1, . p I'll � 1. . 'I� �',,,,,' '­�:,e� 501 �, I I ft C4) I— @ ' " , Lo. ­ - ` ,-, 1, OF -L I " � - ED - ,,�,,� - = - I 1 2 1/27 D.C. . 1�-14,�� L--i ­- - , . I ­. I � �' I, I L-A) ­', z,:1,1�1-"� 1, "I I i Z% - , tt ­F . "m 7 ! I i !E" J , ,� " I, 14 � - -, - -- - ''I -�,- . , -- i �.; ---:7��R- i I � - - �11: � , CONCRM ANCHORS "E""T, CONCRETE ANCHORS ,'­ � - - ", , - . . � ,:�, � - ­..�,� , � I I � I EXISTING POURED , , , 1��.- -, L ; � . � ,- �. I (SEE SCHEDULE ON ,'Z��' I (SEE SCHEDULE 04 ", I -1-j - -11 - - I I—- I `�, - � � � - '­ fs - I I �, A.- - � " , " I 1 - ,� � SHi 9 THROV ,: I I ON 0) I I SHEETS 0 THROUGH 101 " 2 I/s. LONG mm. NUM CONCRETE , �R, 19 "" ��1'111 , EDGE Of WALL OR SCAG � ' I'D (ALT. CONDITION) �" RECUmv - ­J,.'�`, � SPACERSOF 1OX- O,C� VALID FOR � - ,� 4. ­ -- L �Vn'�', EXISTING POURED CONCRETE ALL DMIGN L AND PANEL � � OR CONCRETE BLOCK EXISTING POURED CONCRETE LENGTHS PER SHEET 3. OR CONCRETE CONCRETE "HI I REOI BLOCK - MAX CONG (SEE S014EDULE ON 1 1­1 �, - I , � I U ALUMINUM SPACERS 0 11 - - I ED. ­­­- ­`� � � REGUIRED, _It t2 1/2- (LO. (SEE TABLE ON SHEETS 9 THROUGH '03 #1 SHEM 9 a 1O) rxEILING A&M MOUNTING BUILD-JIM MOUNTINQ WALL MQMNG ,11?IRECT MUNI 2 QR Sunw-i AEUM I SCALE ,Ilot.I, SCALE 3/9- I' SCALE 3/0- i. "HIIIINIfiff", /,;L: , Z�� k T146",'k. ,,� I �, ....... ,�, , , - . .­� ,�� � �CEN "' s, si 4�.' se , . , , � FLORIDA BUILDING CODE (Non With VoolOcify Nor lccne zone). � z : P2020 XLTEOO. "P, CIP. z : o.44167 * '. 24 GAGE GALVANIZED STEEL STORM PANEL = * , = DRAW" 10, = , * '*= 1 , F- ­�� N9ff-EQH-QQkqbN&mjQf-j$E4TLQm; ". . z 'E� - E.D. - 1,;: 1W. S`TATE OP�,- :1 -:, GLOBAL PROTECTION PRODUCTS, LLC. ' ( EDGE DISTANCE ` - I - - DOE% - SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE I IA C, 0. �.. " Sm, 15,1 STRUET �� O�,' -10[1110 ' SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT A14Y 'w' ' -HDS,FMN,­e,q7 20-175 ., ­�j�- 'k , �j - �1- - - - - -,- - - " - - ,NOW, ,. INSTALLATION. . LW. - I OW .- - Too; 130) .1-1.1' )680-750- M. O%AWAG IN. 'r ININNUISPAR/SlINATURE,OATE cA-cololl'. WALTER � amAl2kw`-­-- T! - ------ ­ I INLTALLATION DETAJL� FOR SERIES 2QOQ & 1000 -E-Z HANQ MRM MEL INTO EX1$jjb!G WQOQ STRV19T-URES - - ;7-t -� :14-. LAO SCREWS a a- Oz. W/ I � -- -1� - , ­ I I - - ,/2' Ili, I I I � - -- -- - THREADED PalrYARIFFN �w � �, . ­� " ­ - - �- - (3) �� 7w wooll, �, i:_ ..�, -WS _.r ", 1, " 1 o/4'0 WIG SCRE s a 6 � - , TO 0WAIG wow HEADEA. " ,� r ­, , i �, , I HEADER REOUIRED :/e* LAG SCREWS a C O.c W� - - I i/Z* W11 THRIAGED ,�O,AlAION � " ­4 , - I I 1� FIAT OR ON CZATIC I/?- to,", THREADED P0417M71ON 1� I -1 I -- "i 70 EMINO WOW i4EAMA I �� - - -- � f , P - -10 Dowom WOM HEADER. , ; I -­(�) QRl'. §140, S.M,N, I -,! - � " I!, �'� ,� 11 � 33 � ,, . - , - 1� 1 . -.16) � V -200 * Als ,,4*. , - A, , � I . - I . I �i i -­q)I-L 114.1* S.M.S, - ; , I - I ,/� 6 �o,_ Wo. - - ­ , , � - ­ " -V� '. _ � , - . 11 4p- ,- - �, -12 b. 11 I , , Et � I / 0 I . � EI -1 I W=6 , t1l" /� t. I I T ,4,.,# LAO SCREWS, 0 51 cc, W/ � I 1� 11141V SIM& t `:� . t 9 " � I I/.*.-vV1 OW& t/z. mK -HROAtwo NE"m , COD of 0 / I � n - - 1 2 40 EXISTING wow HEADER. 1. 1; I � - I I , r E OCTAL. �/2� & - � Ily ! I I -- , , iill ­14CITE lA OrMi I I t-,;; - ----- - -- - e L� I - DETAIL 1/2. . - ,�, - , L � 0 mwolon,A OR evepy 0 C-I pul. SMS I v " L' -Rai 1. qxjp�,, "' I, EA Got, CF jD �1` -,-I I mom.- P, II ,-O � I I I I - j=,, '..' 1 - - - Ma ��AtLg/IA A . HOW �19LEL�12)4 A t 9 . I - - - --- - � � - � -1 ­ ­­ WIDOU IF-10 REOi,iflra I , - III i - I 5 n 7T " 2 9/16, wk - ,.�120,aw,* W ! - IN. - 2 9/16. W� ! 11'..-M410 . 1, -TOT .CIAWI v .1 * � To. - I 111 . --7- - - - SEPARATION - "'r, �r I �/b'.3 -32' IS IF- I TO GLASS- 4. � vr�,NG .Y. . �: . f S, ;/ /Al ,�/� II WINC .0 0 1 El� OVERI-4II q 12* ox: - __ I I� I 1 2 718, won ! CREW GNEOLA, 9 I �6 SEPARATION- 2 I � I �-, I - . 19 I �/4,­NOI 10 GASS, I " (/4*­2G..vl' tj j ti �, I - � 10 . - - ti 2 9/oe- U.. vve'vm"' � 1� � '� k j IF i - � _ SEPARATION - G Y-MY I - S� TO MASS. EVERY OVOW b /f EVERY Ovm1m i r I i "N " , - --- ­0 -- I !m -- I ! w : 1 1 41 4-11- I—— ­111 1 4- I .� � " - ­ - . jj .1 � A -- I " I I ! 9 11 I 4 go� ,- � . ; . � I 11 r , ­. I , p .1 - I �, I af I I I I I 11 I ., ", " �� * J ,- , - I 1 ', x! - t= , - I I -A g , 3 C-9 " �- , "I "' I , I I I - i�,�!; � gg Pt 3 -1 i I , I I , i ­ , - ;� I . - �, ; 0 t2- D. I I I ­3�- ., � --."-- J77 ---- .--- - � � '' i; � 1i - -.:�. I , � - -,. (210'.) -) I I- * � . I , te!� I I .11­1 , �. ii . I 11., '11�11 FINAU" 11 , 2F A ��, I W-) ­ I - - - - , 6 ­ 1 11 2 -j , �, '-!"-� I "I 4�1'4 v --I qv­�, 2 , IN- ­ 4p 'I - , - I:mmuillt PLUS W/ C�l .T � - A-7 - 1, ,, - M.S. L ­ - , �,,. - - al- ca.. a. - . 4 ,A BELOW, - , 'r­ PENE.MTKIN& 12 ,/7- ac -1 --- I s - . � f .1 'G ­ W­ 1 � � � I k . I L , ; I/ ­1�. t .-2 . , ��� 11 0 E - � � I ��Ivtsmom IW40. v REOURES I - I - 10'tE`R1�40ELGNS1)t3/o* I � , ... I W! ' t , I�, ., � r , m"' - � "I T.11`;r11.1-1 IPEVECLMIN7=11161131 Op � I I IIA104 OR WOE ,.� ­ I I � I � 1 �.,q ) .. ys- w/ -/S%"/3t- � "I W Nan . I .�­2 x .�­ , CO. - 1)W) � 1. m ea 12000, � - IF 0 c SERIES low UNTINQ 11 --- I �! -1/1'. � SCREWS a a, C W/ �, N w I/-*# ING SC S 0 6' OC. W/ 1, I I .' W., D PENEmATION =1"W" IN51ALLMM , � � 11 � - I ,p- M� TIPREANCED Pt"Tmw mi (2 2-44 ­ I " of, OF PLAIC FIAT IF 01 CWMMED AMR lyz-X�m "I � � b � I W1= E LINED ON N sou 1/4'-" 1 c I 1 - IFNATE"=kI7GFLAT owl OR ON CODE - - , I I t � -Ji. 'X - - , - I ALURNATWE I I � I , I I j=-O SCALE )/,-.I- I I ! I , I i ­ - ­1 I— � i,�-�, � IQ NTIM AWL MQUNTIHQ A= - I I --- I INSTALLATIONS ARE ONLY VALID FOR �UILGFI WITH ASV.D. DESIGN LOADS ]:�" ION ALTERNATVJ-4�W �m TO +66.I -75 3 Pit ANN PANELS LENGTH UP TO V-10* -,I - -, --,- - I ,,,,014 -foolo, ER VE . Vow SCALE 1/4--i- I - vek A. Ift/j, !!� - E I Z fOR NEW WOOD FRAME CON"LIC-73I WDOD MEMBERS TO RE SOVFHIER. o -- - " SCk 4 ­ PNE 740. 2. W/ SPECFC DENSITY OF �S$ OR COUP- I -­­ EN� I �, I - - , I I I . - 4� ��.o FLORIDA BUILDING CODE (High Velocity HM cone Zonoo)j . er . I- � . � I lut '. t ­�w IWIM oi . sAsm � - 1z-- - ����,,ur.jv.mg, A Top AS 9 * -., 11 ., * ? ,70 "a G&LYANI[HO STEEL STORM PANEL Oli .,� - I - , - al/n/valt i -c;`- STAT OF 0 �') GLOBAL PROTECTION PRODUCTS. LM DAM. - 1� -;p -, ,� -. ---=3�-----_,---,> 0 - , `7-E-c-o-..I zg�:7j /7m SIECCONE ALMWAM I ma-Ewwo',.�`FcOF osao S� at smw - .. - I eil... LO um FoR cammeogmIN or " - - - I FT a tr.�"Gama towo", DA'IL 'L =-- -6-11 ; I -I .1 x- 1 =14101" P�- (IIINIO.-NNO, AN, {�)Ntoo­enl 20-176 7OP & BOTTOM FICINTINOS CAN a CINA50'CID IN AN' COMM-A-AIMM LWAM ,,,,, %Y/Q�; L689 ,xr. - - - ""'AfNIF I Why TO SUIT W4 INSTALLATION. S>ji� i/4. . 1. - C11-ow I 9 - . Ol"Iew Ii NOW - "JITER tFACAS NOT It, 114701 A , � ! I I � 1�1 - ,�; ,,, "I, --- M:±j - 'O. I - - I 11 - - Ir - -- _ ___ I -, am= i -,A -= I I pirmium;rx-114 ,� , ­­ 1111111 I. . , '. I . M.'alml; i fl-KIV-1111111,11 - , , - MAXWUM PANEL LENGTH "L+" OR "L- " (ft.) 11 MNKIMUM A.S.D m5FUN PRESSURE RATING (P�SY�) (+ III _) CONCRETE & wow INSTALLATIONS t L+ I- 12'-4* 1,0'-0* ­2�0 - 24L0 I", I 0_16�- jac If' --a' W�p, ­3io- w-to. le-0. 40'a fa.-,;�­ --F--4 ;5--0 --;�--r - ;�.q- ­ Sao -,-- aii­ -- -I-,---- ­­­- W.0 T-� - ­4;-j:�- , 8�3' ­i;- 4- ­V��- ­­­ 71-7* - --i&-o ­ - -- - ir--c' - -?,-4, - - ­­- ji-­ P --- -- � ;;,-a, -5 - ­ I -Z�-�- -w ­Lu --L-L- 71-21 ­!L­ ----T,-O -IV-7, -.-!t--0-,­ _,r-z_,_ ­!L--5�­ ---±�T--­ 93.0 ­!:-�-' 61-01 --L-141� 51-01 1000 - ;�--3 -7-1 ­F- - Imo S,-T-1, T-9. --- FW,O - I s*-r ­­j- 'j--r G -----=-I---- - !�_6. 119-6 - - 5�5, 1%3111;%][�Atf". r ']:a I , 14;1 -Na', ""w . IIIIIIIIIIIIII all, -014-m-will I mi of w� NL� u I I A k wma or.loo. m I tt 501 - MAXIMUM PANEL LENGTH L+- OR -L-- (ft.) 0 mAmum x" ULI,- (P.J.) 14 lir -) CONCRETE & WALIATICIFIS t L+ L­ - 20,0 ­ f**-** P3*-O* --- 25.0 12--lio- W-r :no 11'­A* NO' -- ---- � 4s.a IDI-W --;� -0.0 - F*-O* I,. !i-E- - 0.0 0--l- 8--7- --i;--ii­ _ _ W--r ­Solo szo-­- ­ , W.0 ­1�- �­­­­- a'-o' I%w r--S, --- WIi - - 7�:j; - 7'-2' ­7wv- - 7 ­­­�--V- Xf� �- -!FL-L,�- amo _i:1:_. ­L±:­ -:- �­- - --n-o� - --!L ---So­ 90'a ­�-� $`Ii ­f--3-, - 6,- I7- - 95'a v,-1- zs�ru- -- , 100.0 , ir-3- - 5--r IG50 S�,� - I lao ­6,-J, - , 67--e- .. 175.0 - --= 41-to, - 4`-O­ ­- -- --- MINIMUM SEPARATION TO GLOW SO4MLOE MAXIMUM PANEL LENGTH WIND SPEED 4 170 ­P1h j WIND SPEED > 170 -P.m I (in) UNRIESTRAMED j RESTRAIMED UNREST"ED REPW40 30 OR LESS 6 Ile �33 To Too I. 1 1. 7 I/r . 7 1/2- >90 To 145 I 1 '. I I . 7 1/2- 7 1/2* 1 , >145 IV Isaq ---4----- , I - , ,=. UINIL411U PANFI I FN(%TM (in) rf)R A QIVFFN k4CHINTINIM CON13MO14 ­�;W� I .U. I 1. `S`XI'V `AN`D-GU` I w-ow �r TW t OP Dow MOUNT 1. HEADER STUD HEADER i IF" 'K - AMOLE W/Sw TRACK � ANGLE I I .= mosuga I - DIRECT !�AOF`, Ael" 32" 32, 1 35. w sw I 50. 1 _ _ - 4 I.S*XI.5' STUD, ANGLE - as' -----4---- �n- 32' W '. 38 . 3 'F' TRACK 557 '. -:�� , � . 60- 1 so- - t�� ANGLE - 50' Z2� 32- 1 38' 60 56" 1- I -�:-j I VL��O%;;;,=`K - __ __ r Et� I �W - ­ 501. I st, --- ut +2/4 1/4, 3/4, 4/5, 5/5 & 6/5 IS SCHEDULE ON IWY6. 2W/6, 3W/7 & 4W/7 W -3: "X---- ­-­­ - - ------ 31 W" - ,,,,, 2, 10 &it) ---.-- - ­ - ­ ------ ­­ - --- - - : I MIN, � , 1. MoN - ­ -- . 4 0 , 0 6 ; -,��:F- - --- .... ct.m.-(I),(�), 4 1 I-T-1- -I--' -i--1­1 r- - r- 1, ' 7-­r-i-­T-r--T­'1-7-l-I- T 1, - -- -i- -1 -- I I I I I p I L I � I I 1 I 3 I t 1 ] I I I � I I I , I I I I � I � � . . (�), @ or 9 1 i I I � . � I I � I 1 I I I I i I I � I I I i", - I I I I I i i , f I I i � i I I i 9 I 1 ., � i . I , � , --- L I i ­­ - - . -- i------,[--- - , - - .I- I -- - - ­t ­ --� 1 ,]­-i-j'­ � 9 ,� .. t, I ­ ­ -­ " LL I— -- I I - ' a -1 i I i I I 11 I ' � -- -X-1,11-1-1 I . , 'A --- -- - -1 : Ni , --- j + 1. 1 - 'L � I I - ­1 - I ­1 - - - , I 1j, ' � : - --I -- I �', I i I I J� , A . -4�v i i 1 1 1 � " I I . i - - -1 J , ___ , e _ I [ I LL AED PAN" t -20xl* 1 . -w­ � EL � I SOL NI I 1� 4y40 Ek OVERLAP � � (SEE SECTIONS AS j I I I I j- - s. M,S� BOLT W/ 0 : � , , � I 1 a APPLICABLE) I 1 , . I (SEE SECTIONS AS APPLICABLE) I 9 . ! I I I I I I I I � I I .; i ` li, i i 1 I 7 " f , I 1, I I , i I -1- I ­- L i I - i j L, � i 1 , -I � �,�,, 1 j ,� �­� i 1� I I i ! 1. i �,,�� 't, f � I � I I i [ I � � I I k, I I 8 - I i I I � 1 1 . I i i i , I I � s . I � I i 1 1 I � I 1 1 1 1 � I i I L 1 1 1 � i I I 1 I � ! " I i � 1 I � , I I , - I - - 1 -, a, j � - J�- - ­ ' 1 J, j - L- - D.M.,(�),@ - - I 1[ " 'I., -I- - I , ; IL J - I I I -i�4j I !, j I - ­_ - [�� �itl I.I 4 I it J , , -- - � , -.I- _j -- @.,@ !` -3"R - -- � . ....... I; L -I-- 4 -- ----- I-- ' - I" MIN , I" Ali I 2/4 I /4, 3/4, 4/5, 5/5 & 6/5 I L*IVIFIS. 2W/6, 3W/7 & 4W/7 i- - -- -- - --ANCHM ME SCHEDULE ON SHEET- % 10 &I I I-- - - ---- - ­- - - -' REPULAR 5IM PAN91W M1 EUVATION ,/4' MoRi GAP ­.. ­-21a4r.­­-. N.T.S, -7r . 1. FOR A DKIN POSITIVE ASZ. I'll, L� 1 � =Aml*29% A . .,.,w As.. DUEOWNLOCIIAGON' L (2) PROCEDURE TO DETIERMINIE MAXAM PANEL LENOTH: OM A POSITIVE A.S,D. DESIGN LOW, DIETERWRE MAXIMUM Pi IINGTH *Lt* FROM SCHEDULE . 'I� 4powm1m w=4&NW%A11-1l"mv"- % =rw11m1--1== BETWEEN 'Ll,' Am III (3) -SEE SCHEDULE BELOW FOR MR, PANEL LENGTH FOR PORDSO OUALFFKATIW - 00 ARE I*= TO t 95 P,Xt VAX &SO, DESKINI PRIESI � AsevA%wt 41 to & IT FOR Mw &so, DESIGN LOAM & MAX. PANEL Lrwr,r. FOR 1 I,44167 `� % c2m WNW, w- 1 24 GAGE GALVANIZED STEEL STORM PANEL * .,* -. /1--;=-\ , , ­ - "'""""'" FATE OF - --- I ,7wofii c o.. GLOBAL PROTECTION PRODUCTS, LL .. ... / C. N now -"� 51 STIVER .� * .1 DIONIFF SAME FL 31H. ORION �.�� ..wr IF ENKPAROMPAND . F� Ofli all INTE. - 20-175 DRIANNo w SHM 3 OF 16 - - ----- I INUALLATIQU DEIAIU, -FOR REGUL&��� I � I ,:�� - -11 �7, - - T ­,'j,' ' ' 7 ­ ­ ' - - � � .1 ... I- 'w'..1-1- � "I ­-.1 - - ­­ - ­ ---- -- , - ­­­ ........ - -V I I, I � i 'i SEPMAM14 � lt7 I I 6�' "I I, ,,, I I - � I 1TD=1s1. --I-- I , j, -r= Amckools I.- I -1 -- i�l . , �jl CH vu .1 I I' � � I -- � , I-- -- - - (SEE LICE .- I � � '* . �i (SEES ED ON t I 11" �� :-- � ., I - � 11 - .-o-, ON 3) ,., , k , - I - s HEAD si t �. .- W-�. I i SHEET I 1) - ; iw : SHEET ­�11' . ; 'I, �, ." � -1, W , � a IL ... == . � , � � ­� .1 I a 11'r 04. ,-=-,A,- - -� � . . . . . . . . , �� , =MR I � --- - 1 ­7 -� , 'Ir � � 1, �. i 1� 1, , , , , � I ,� . � � I ., ".4, "L! W... I . - ­­ --­ 11 ­-, rI I I - . I '. � i � 41 '- p� I . Exlslfug�j F-­ ------ ­­ I PANEL LENGTH � I, � ' , I I WOOD HEADELP, 4­ � -42) WOOD ANCHORS -� GLASS I - ��! I (sa SCHEDULE __- -�,­ ACQUIRED ", � I I I I : , . , (SEE SCHEDULE OF, - 1, I � , �I� 0 � -----,,,--, I . T I ; 1/4, ) - " , i � ��- ­­ ���� ON SHEET I IL FOR , I 1� SHEET I SPACER 0 11� )" Rm "am"i t.� .11 / .1 MAX. .1 Sem , , �, � , ,u =;qiApm 1� - F kol � w 11 11 � , , , - - =E ; i -- . . �� ., Etj -- or IV 11 �� -1 - .1 TH X I � , 11, I -- -- MAX. .. , � I - - -- - I WOOD HEADER , � 9 ED 4 I., 12. 1 � I REQUIRED - , -- I t I 4 ; -------- i I ". �! - � Mn 1, -, I I ­ - -� --�-�' - � f; , I I' I ! � " I fti i � � � " �= I I- ,�-,') � ED - , , , -41 i Wil ", i - . I 1- ,;�­4 1 :�� I . - -I-,--., ., - , - - I I .- - - : I I I � . I ; I - I' ALL SPACERS* 12 1/2^ L-1 I � I -@0.=(TAOLZ , - I � , , oFfIlUMSHEIET IT,) � . � I "I'. -,- I ` I I � : SEE NOTE -- MOW FOR LIMITATIONS FOR C, , i � , � � � I SEPAPATION I , , , � I I - Low SouErves. v MI I PANL' MAY. , . � ,_1 � I � T /Z 10 GLAS& - t PAT411 LENGTH i I EL LENGTH I - � I [1� - . . SUE SCHEDULE (SEE SCHEma I (SEE SCHECUIF r 11 I ; !-TR SHEET 3) i ON soja-r 3) It- - I ON SHE-" 3) , , , � - PANEL AM FEMALE to OR PANEL MATIE I I --- - I -­ --A '] PLUS (SEE SCHEDULE ON SHEET I 1) I- L "". � ", I � � I I I 1 -­ - f ,. �,�, � I ­­,L - - � I., - -S. I ! , I I ' Z T � " � . I I � "' - I , I I I L I I � I sEFARATON I I . - I I I ��-� EXISTING I TO GLASS, VW W60D . 140-1 11 -1 -- - ­­ - I CLASS - ----PSEE SCHEDULE- : PLATE REQUIRED a : -C, I . ) I I '- 11 I ON SHEET 3) ; � .A- " 1 I- I - 11 * I �: Iv­z­7="oI­ ­ . . . . . ­�;,. � � I I I I E 1 --jnu!-J---11 , �; , Si 3/8.1, ! 01 , �- - * I - I . S. TAE I ON SHEET I I FOR MAX PANEL LENGTHS Ar i 1 561; , I - Ox� ­E I ------ 0 12 1/2 . - M X�EA,C I I or %, " - 1. r'- ; A 0 DESIGN LOADS FOR THIS INSTALLATION. i , i SO ; � "I � I I - �� - MAX- , � -'o,vir I - cp ; 4 , -;,� r - , 52 1 I ,1 � -% I 1, ii 11 - � - 41 . 0 12 112- O.0 I I . - I !­­ ,� I I - . - - --I �, .1 I - E16 ­ - �� 1, I I - i ----- I .. I I � I , � . . - tT : I I,, I . � ------- I� I I I I L ,,, ­ WOOD ANCHORS I ** mm -W*=p , - - 7� I W/ I ED - , I I ------ 1­-­111- ----L.-- , I ; MCF01ERED STUD 1 SFYINOW ICA MAY K I t/2' LOW W� , ." (SEE SCHEDULE ON � I. :� , .�, �­- � , I .: � , � ! � � i , 1 5 I , " 1 , SHEET 11) . I I, � WITH tr-r I I - I i� ------------) 1� . 1 (1) loromoo.mm IS ummal To A ONE: maw foom"m 1 2.W WOOD __ ­ ,,_ _ , I i � 1 - C(j4)) 1*b= 1 " - r 1 , i VAN WAN ROOF Noon Come; is A AtEsTRICTIO. FROM Aw PLATE REQUIRED '. � I WOOD ANCHORS � , , r I I I VLUDM ROCKY OJIMINTLY 04WtAM ON $FW I 1). � � � ,� I h 4 I � - 11 WR SEPARAPON TO CLASS � I � . . � S!IAGGEFEG */ STUD I ON SHEET 3 NA, K "=f��-a � , I - l,­, � 21.4" wow , I . I �! i 1 "11 AS � �� I - - .� I PLATE RECUIRED 0 ANOWAS; Dow lHow Wooww 94 O'A"m own: FEMALE I 10 ON r : i i � I I I; (SEE SCHEOWLE ON 1 LOW As THE MOM Comeelows ARE I 1�%­-- � 1­ , , I P01%, VATE PUAST 90" SE SRACED) MAteli AT V VV O.C. f . � I 11 j I I COlIPLED WIM VNIS IS A PWWTFX'?iO" FROM 12 1/2' OX, SINGING 4LOM ON I ! r " SHEET 'I' I i � $4111 4 - I (1) Mwvw ASD DES" PRESSURE I I � I , � , , I j RhTm IS .44 -0 ".t 01 IM). 24 ME PANEL LOWK IS LAUTO IT W AM ANY OPENING � " I I � , _ I - I" "W LARGER AMICL MMM ALUNO ON ---- I � � I- _----� J MISS 15 A = 11 1 (2) mkvw solow PRoak LERWIN a SO4DOM 1) MOU MQU95- i ". i ME W I I 1 (4)l NW LONG "A"' C'rWIOE'rff M2=oAS NOCATIED ON I A WALL MOUNDHO � (3) SHOW somm INSIAULARDIN Is ONLY I SCALE $/a-[- I SHEET 2. 00MALLARKIN 0 1, I i IWO AN 0=1011 WOOD MAW WALL - NWASSCLY 1 i WIND, FOR wm 1, 2 AND 3 AS DEFORRED ALURNAME IN I 1 t-owif SuAw"'i FLOR44 I SCALE 3/8-1, j (4) o%mvmm,:AsLoo,&�ysmtCA WIND WALDN, COOS A AND THE 2m (Ith almoto or Tw I = 2 1 1 E ,00"fiitlm, � I � It'%' - � -----,----I 41,`-,�V� A- 'r/44'N. ��;­..­­,// t'Q . h * PIN `.�I� N= 1, ----.------ - ,,�um A FLORIDA WILDING CODE (Non High Velo"ally HU cone Zone) ­1 1. INSTALLATION ARE ONLY VALID FOR MO. A,S.D, I .` No. 44167 `- 'a W.-M l�NW. w- I F, WIL-M& DESIGN PRESSURE RAYING (p.s-f) AND PANEL LENGTHS = * : 24 GAGE GALVANIZED STEEL STORM PANEL DRAWN all, I. iII� TOP & BOTTO AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR z . * I , - - M MOUMINGS CAN BE 'i �G'. : COMBINED IN ANY WAY TO SUIT ANWY ALTER14ATE 2W') SIATE OII It C 0 INC. \ GLO13AL PROTECTION PRODUCTS, U.C. "im INSTALLATION, 1-1 - 11 -- 4m tv. A, STREET . .. 0 I . /. " - "ME '"Two & CH Mn"`=*orAM DIANE I, MIA . .. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD .�­­­ 60-2.xi --- ­0- plam�l ,�)SO-7"t� "A", (�)-29-am 20-175 MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC � - I OWN =1=4r ­­ - ----- MINI ma I DENSITY OF 0,55 OR EQUAL, , C*-OOKIN, Wo'. � ... . .. ... 1--I-.l - IWW !- -- . . "TE i "" , I NA - L- �IIt I � I!M 4zP:::::::zT--- swn 6 w Is ------- n�� I I rAENER&Ls= (C) m�ig5DNQ-w=-lm&,-wfxjm,�-M"-tf�_q_-_Q-%,�Mi�, it!11�111�� All;��� Op0*C`VMCNT (P JL1Y) HAS BEEN VERIFIED FOR COMPLIANCE W ACCORDANCE 1/4-0 TAPCON ANCHORS, AS MANUFACTURED Bf t T.W. ffUlLOEX INC WITH THE 2020 (Ah EVION) Of THE FLORIDA BUILDING COM THIS SIMON PANEL SHALL NOT BE INSTALLED AT HIGH - #14-10 PAINELMATE FEMALE OAND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS, � . YEI HURRICANE ZONES DAKAR-DADE / BROWARD COUNTIES) - 1�4*0 LAG SCREWS PER AIDS DESIGN WIN'* LOADS SHALL SE DETERMINED AS FICK SECTION f609 Or THE ABOVE MENTIONED CODE. FOR A BASIC WIND _ I WO . 5/5" WOW PUSHING. AS DISTRIBUTED BY ALL POINT SCREW, SOIJ & SPECIALTY CV� SPEED AS RICOUIRIED BY THE �UAISISICTION WHERE STORM PARR Wki K INSTALLED, AM FOR A DIREECTIONAi FACTOR II US]ING ASCE 7-16 AND SHALL NO CXIXED THE MAJOWUM (AS D,) DESIGN PRESSURE RATINGS WDELATED ON SHEM C 1) MINIMUM THREADED PENETRATION INTO WOW OF TAPCON ANCHORS SHALL SE 1 1/2' AND 7' FOR ELCO PANELMATE Pws 3� 9 THRU 12 & 17. le. AND PANELMALE FEMALE rO IN ORDER TO VERMY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOAM DETERMINED PER ASCE 7-16 SHALL BE FIRST PEDUCED To A.S.D. DESIGN PRESSURE RAYING BY MULTIPLYING THEM BY 0,6 IN ORDER TO COMPARE THESE A/ MAK. (A.SD,) C. 2) MISIMi THREADED PENETRAYGNI or LAI SCREW, INTO THE WOOD FIAME UNIT SHALL BE 1 1/2'� NO THREADED DESIGN PRESSURE WINGS INDICATED ON SHEM t, 9 NOV 12 & 17, 18, KNORATION INTO EfucCo SNAu BE CONSIDERED A$ PART Or, INS REQUIRED THREADED PENETRATION, IN ORDER TO VERIFY THAT ANCHORS ON THIS RED. AS TESTED WEAC NOT OVER STRIESSCU, A JNFS INCREASE IN ALLOWABLE STRESS POR WINO LOADS WAS = USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS KEN DETERMINED IN C�J) MINIMUM EDGE DISTANCE OF LAG SCREWS- INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING ACCOR E WITH N.DS, 2018 stollm RANEC5 AurQuAcy FOR IMPACT AND WIND RESISTANCE mAs BEEN vMnED IN ACCORDANCE WITH SECTION Iwi OF CA MINIMUM PENETRATION OF WOW SHMC SHALL BE 5 6. 114 0-20 SCREW5 USED SHALL BE I 1 2 LONG MINIMUM THE AWIT MENTIONEG CODE AS PER AMERICAN TEST LAB OF SOLITH FLORIDA REPORT& #0014 01-01 AND 0012.0i As SHOULD STUCCO ZXIST� AND I" MINIMUM " WALLS WITH NO STUCCO, PER SM 12-99 & ASTM C 3W-02 STANDARDS, AND AMERICAN TESTING LAB SOUTH FLORICIA REPORT JIT23�01-0 AS PER tAS-201 AND TAS-205 PROTOCOi AND AS PER CALCULAWINS PERFORMED IN A00,0RDANCE W/ SECTION ­4 ­ ­ 15) IN CASE THAT PRECAST STORE, OR PRECW CONCRETE ANIELS, STUCCO 09 WOW SCAROS BE FOUND ON THE EXISTING FLORIDA BUILDING CODE WALL, AACHORS SHALL BE LOW ENOUGH TO REACH THE MAIN STRU MIRE BEHIND SUCH PANELS. ANCHORAGE SHONLI BE AS MENTIONED IN C 1), C 2) J& CA) 2� AL ALUMINUM FXTRUISON5 10 HE 600-46 ALLOY W) TEMPER (UNLESS OTHERWISE NORD), SEE SHEET 2 (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALI OF ME RECOMMENDATIONS AND SPECIFICATIONS OF ME ANCHOW5 MANUFACTURIM 3L ALI ALUMINUM SHEET METAL USED At CLOSURES "i.L KAYE 3105-MI4 ALLOY. 8 PANELS WAY ALM BE NS'ALLCE, HORIZONTALLY FOUISWINO INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 ISHEETS 4 I o. ALL STEEL SHEET METAL PA14ELS SHALL HAVE STRUCTURAL QUALITY STEEL. ASTV A-ft]i CRAM SO MINIMUM, G-&D GALVANIZED THROUGH 5) EXCEPT THAT �,CACCRS 0 & 0 SHALL not BE USED� STEIL DESIGNATION W/FY- 92,2 ", (AFTER ROLLED) 9� 1 SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO vERfFY n< souNi or THE STRUCTURE WHERE SIFLITER IS TO BE 5. ALL SCREWS 10 1IF STAINLESS SMI, 304 OR 316 NEI StARCS OR CORROSION RESISTANT GOATED CAR" STEEL AS PER DIN WAT11frO TO INSURE PROPER AN010i THIS $NUTIFEll SHALL ONLYIEE ATTACHED TO CONCRETE, BLOCK OR WOW FRAME of N. 1 I 500;8 WI�50 k,I YIM STRIENGTH AND 90 NO TENSILE STRENGTH AND RHALL COMPLY W/ FLOi BUILDING CODE UC7KFN 241 .� 3.4 1 O II REGULAR tMi FANIEI- Aftno LENGTHS OVER 00'. AS PER SECTIONS 1, Z .. 5, 6 AND ALTERNATAICS IW, 3W & 4W ON . SHECTS 4, S. 6 & 7 RESPECTIVELY; SHALL RAVE A LECIBLIE WHO READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO E� SOLIS TO BE ASTM A-407 GALVANIZED $11DEL OR AIS4 43ZM, SERIES 57FAINUESS STEEL PATH -56 ik!�, MINIMUM YIELD STRENGTH, SECURE PANELS WITH APPLICABLE RMINPICIRCEMENT DURING PtFAI OF HURRICANE WARNING, I 7 ANCHORS TO WALL SHALL HE AS FOLLOWS. 11� TNT INSTAI.IAT'S' CONTRACTOR IS TO SM/CAULK ALL $HUIVER COMPONENT EDGES WHICH REMAM IN CONIIIINUOU-, CONTACT WIN THE BUILDING to PREVENT WRID/RAIN INTRUSION I IA) TQ-GSapdLe9m=-MtmETE: _ I/4 0 TAPCON ANCHORS, AS M&WIFACTURIEXT BY LTiW ni VC. t9i�, C­30)7o P-A,,) 12 STORM PANEL INSTALLATIONSIALL COMPLY WITH SPECS INOICATED IN THIS DRAWING PLUS ANY OVILPING AND IONING RfGuwioNs - 1/4� 0 9 7/e' CAUK-IN ANCHORS, AS MANUFACTURED AT DEPALT W ORWOED BY THE 4UFf1SDfCTGN WHERE PERMIT 19 APPLIED TO, I - 1/4'0 � 3/4' SCUi ANCHORS. AS DISTRIBUTED By Alt. POINT �CPVN, BOLT & SPECIALTY COr -PON DOCUMENT. (P.E-D�) PREPARED BIT THIS ENGIINEER 15 C A C; PRONROE It" � F� yj C P.,t) 13 (0) THIS PRODUCT EVALLIA - - DENCRI IN DOES NOT MRIMATION � w 1 J14-10 PANELMhTE FEMALE 10; & PANELMATE PLUS ANCHORS, AS MANUFACTURED By FLCO CONSTRUCTION PRODUCTS FM A SITE SPECIFIC PROUIECT, i,,, WHERE THE $In CONDITIONS DEVIATE FROM T14E PLED ,/,:" ZAWAC NAIUN ANCftDi AS MANUFACTURED BY DEWALT, INC. (D) CONTRACTOR TO BE TIMPONSIBLE FOR THE SELECTION, PUITCHASE AND INSMALLATION WEVOINO UF[ SAFETY OF THIS PRODUCT BASED a -0 PROMDED HII/SHL GOES NOT DEIVIATE FROM THE Cohmmoti DuAiLm ON THIS DOCUMENT A 1) MINIMUM EMBEDMENT OF TAPCON AACRORS INTO POURED CONCRM SHALL BE I :!I/4% 2� TOP ELCO PANELMAIL AW CONSTRUNCI]THIISSAFEETY AT SITE IS THE OCAFTRAGIVIT'S RESPONSIBILITY I 1/4" FOR. ZAMAC NAILIN ANCHORS. (�) THIS PJWOOi EVALUATION DOCUMENT WILL BE CONSIDEREM IW,AU0 I, UWFIED 42) CAL9-,N & SOUD-50 ANCHORS SKAIL OF EMBEDDED I/$' INTO THE POURED CONCRETE NO EUSEGIMENT INTO SNXCC %HALL BE PERMITTED 114' 0-20 SCREWS III SHALL St 1 1/2- LONG MINIMUM SHOULD STUCCO EXISI, (13) SITE SPECIFIC- PROJECTS SHALL BE PREPARED BY A FloRKA REGISTERED ENGINEER Oil, AR:HaCT Iti WILL ISECOi THE AND II? MINIMUM FOR WALLSINWH No STUCCO, AND MAT BE HEADED SCREWS 09. ALL PM -DO) SCREWS W/O HEAD, ENGINEER OF RECORD (F-OFT) FOR THE PRICUIECT AND WHO WILL BE RESPONSIBLE FOR YNI BUT WFIN WING NUTS PROPER USE OF THE P EA ENGINEER OF RECORD, ACTING AS A DELEGATED MIN" TO THE P.EO ENGINEER, SHALL WON" 70 tHIS LATITIR THE SITE S05CIFIC ORAWINGS FOR ACIACW� A-5) IN CASE THAT PRECAST STONE. PIRECA57 CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON 1`11-P EXISTING WALL 09 FUOCIR� ANCHORS SHALL; N LONG MUOII TO AW8 THE MAIN STRUCTURE BEHIND SUCH PANELS (TkA THIS P,E.O. SHALL BEAR THE DATE AND OHIONAL SEAL AND SIGNATURE OF THE PwEsSIONAI. ANCHORAGE SHAU- BE: AS MENTIONED IN it) AND IN A,2) ENGINEER OF RECORD 144AI PREPARED IT (S) m-IOamQ-Q=lO1L-1q=-ft1.JA5x­L-w1 14, SHIJITER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - 1/4- 0 TAPCON ANOHORS� AS MANUFAC-tURED BY I I k BVILDEX INC� PANEL SHUTTER IN ACCORVANCE WITH SECTION 1709.9,2 OF FLORIDA WILDING CODE ONE LABEL SWJ.L BE PLACED TOP EYERY OPENINC LABELING TO COMPLY WTIH SECTION 17094.3 Or THE - 1/4* 0 4 713 � CAUK-IN ANCHORS, At MANUFACTURED Ely DEWALL INC FLORIDA BUILDING CODE. - 1/4"It x 314. SOM-8 SET ANCTORS, AS DISTRIBUTED BY ALL POINT SvuEW. BOLT A SPECIAL' PY GO, - 014-10 JANELMATE FEMALE TD AND PAN&MATF PLUS ANCHORS, AS MANUFACTURSID BY ELM CONSTRUCTION PROLOOVIIII101", - _ ,/4. A iAMAC NALt. ANCHORS. AS MANVIFACTURED BY OEVALI. INC ex ,�tiiIA. 5 ,.-NN . I MINIMU EMBEDMENT OF TAPCON ANCHORS, CLOG PANEEMATES AND ZMAC OWN ANCHOR 5") M t. INTO THE OW'�DEAI".-',��% 'cone Zone) 19 FLORIDA BUILDING CODE (Non High Velv011y MU UM,I, � UNFF SHALL OF 1 1/4" Or .1 ---- ----- - - - - - - I 9t -' i'me N-M � F?. , UNIT No - - IN EI CALN-Al * SOLO -SET ANCHORS SHALL BE EMBEDDED f/8* INTO III CONCRETE SLOCA - ,t I PJQ,L,44 6 . 24 GAGE GALVANIZED STEEL STORM PANEL STUCCO SHALL BE FERMITTEL 1/4' II-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOULD METZ, * I ­ - : \ w/up. f.� AND I' MINIMUM MR WALLS WTW 140 STUCCO sk-:5..." STATE F � 'c -- -1 / =1L E C 0 14oh; LOW PROTMON PRODUCTS. UJC, wx� ,--.s I -­.. . ....- * �Ow fv�� as 9 WIRINR , G &3) IN CASE THAI PRECAST SIONE, OR PRECAST CONCRETE PANEI STUCCO OR, Wi BOARDS OF MUN .� ox, 11 s1w " � &"I' , , UIPFIM­'L ,4n, 20-175 S SKAJ.L BE LONG EN I & FAt Ols-Kin EXISTING WALL ANCHOR- OUGH TO REACH ,PE MAN STRUCTURE BEHIND SUCH dw,s9l ;;..- .. ANCHORAGE SHAU. BE AS MENTIONED N 8,I) AND IN S-2) V,,, S/A;-, - - - DAW­ N� CA-1w.", `1,oN,',',,;NT, - I`z nll !.:*:::,==-=±-= -- -- I m`,11s0w1uRE/wr wnp I,r ", "� li'T-1111", � am , , ­z 4 I � H I =_1 - I I -- I - INSTALL&T-10bi DETAIU FOR REgULAR -PAff.L01 I. I INIQ POURED CONCRETE QR CONQRETE BLOCK STRUCTURES I _.-r ED CONCRETE ­ - VOTING MAW CONCRETE , 6 BLOCK C:�POURS : AM- UO1:x r CONCRETE � AEGO-Un I REQUIRED. CONCRETE ANCHORS _ I I " CONCRETE ANCHORS --- ��"?- � I SCHEDULE ON I (SEE SCHEDULE ON (SEE EXISTINO POURED SHEM 9 THROUGH 10) 5 1;"i $HEM 9 THROUGH 10) �- CONCRETE OR � "5/ 20 - I A I J � CONCRETE BLOCK � I ,g , REQUIRES 30 f-- � 1,/2' i jj�j: F-­ , ­ -. . . .�� 11/4, " ! . A�;,��" -,-- -- ­ -­ - ­­, � 0 _K44,, - ,- ­ .--- -.,- I CONCRETE ANCHORS -1 I ­ , -- - - � I `5 I I, �i i I U , to N S,=E= iij I ��11 1� , , .1 , � , ED' : I ­ `� - ­1111-1 �a - -11-1-1-1- . . ,� I I 1 , ; ED! I ... I - � . . . . . . I � - --Cu 11 - 'al � C, J I I j) 1 ::: 11 It I 0 � I � "-- , ,-I- ­11 I/"- . ­. lg� � I � - R � - � f=­-­ ­�,­, ,--- , � - , ­1- 1.1111, i ` 555-­&­ - I 11 , :1- .11 wo I I . I , I It, 0 SEPARAMON ,'T-- AT I , I SEPARATION � , , . I , � W= 11.11, -- TO GLASS, � - TO GLASS, I �.` v: I 1� ".e, " ; m . I .r1l . (SEE , , , , SC14mi I'll, 11 � EXISIT (SEE: SCHEDULE I " , , , L. 40, I i I I zcsi �, i 11 ON SHEET 3) 1 - I 1. I I � I i ON SHEET 3) , I I PANEL LEUM14 I 0 I I (SEE Sr�ED 0 . I 'L" M� I I I 't, MR. I I ON SHEET 3) 0 4 PANrL LENGTH I TO 0-Ass, I PANEL LENGTH I- . ,-T 4- i� -I(SEE SCHEDULE - I ISEE SO4MULE CONCRETE ZHOR5 - -1 , , -Y�=­ , I, - ­�­ ��­ j g- (SEE SCHMI 111IN - ..''.­­1 ON SHEET 3) ( ON SHEET 3) L­ BE G. o', � I 11 N 11 " ­ -1­ -�­ I � SHWS 9 THROUGH tog � � of . I I - (D � 1 56X EILI�n : cj� I OF 1L. I I I R-'t`�1,1V ..'4 � 1 I �-r.`,F­,m , �', MAX, I , , i i -10% %-­NG­, � I I i E,D. 'g �,�, 4 -, I OF 17 I . - C1 W, I I v I , ­- I �1-214� skis ` -­�,,, ,,,,, V,`�&".�,,111111, I t I MAX I - ( . I r 11"� I I , I I /. , 11,t.116Aw1;-,;' I , 0 , ­­ ­1 I W 0 01/4,01.. i -_ , - 71, 11 - - � V� .1 : , I � ,�' . I � N I , � : -­ - f , " ; E�6. t � -11 I ED- I , I E.D. Z�2 ",�, � I - - � - " . , I— I � , "? I - ,. - ,/2- f - - ­1 -11­ I � I I 11 L I I 1 7', .... � ," , , I i��,E, I 1 14 � - �� , I ­0� fam FX I'll --- - , v 1­4 � �111�1�;��' , - o ... Oi 11 11, 1 0 12 1/2- QZ- I t .... - 4�� . -1 IRS APPLICABLI !,�� ; V I 1 �, rLI. I I E i , , T ­-� I CONDOM ANCHORS ,,111 . - W= WAINvI HAD, ­ _ _�7 � - ­­ -�V­,] � . 0 -- I v.--fa,,* ST suu,w OR RFoLIRED . I (SEE SCHEDULE ON - -1, -- � ---. ­j I C - ­: I ---- ­- .- �, I, --ta, -�-,i - �, - - 0 12 "or D.C. R417S 9 THROUGN 10) �,3,� - I ,, ._ - � 11 i - I* mi - 11 YOGNI Whim SwOuo , j � ,---. MICH 11�1 7 -IN ANCHORS - & CALK ,, - I 1-1, ]ENIMPOURED CONCRETI: , ,� r (4� I I , , ) ARE USED - WHEN .11 I OFF Am BLOCK I PANELVATES A%& ALTERNATE CONIC"� --mG -11WRED CONCRETE CONCRETE ANCHi ARE USED. REQUIRED. ANCHORS REM BLOCK KQLAITEO� STAGGERED W/ (SEE GGHEOUU: ON (SEE SCHEDULE ON SHEETS 9 THROUGH 10) SHEETS 9 THIT"N 10) DIU . . . . . JQ0 IAO ING I . . ������ - U, 11011 I SECraTj9N 11 I I ItArr SEGION 3 . VALE 3/8-l' SCALE 3/18-i" SCALE �/e. I' I 0"'YHON011% I -,X�gk A. TIZA1%. , � ...... / I NP� �. ­, 'A 'o,' ,40� �� " E N , * - .. FLORIDA BUILDING CODE (Non High Velocity HurrIcona Zone) z .� . - I A �* s Imomm vo-vona, W, 24 GAGE GALVANIZED STEEL STORM PANEL V.p. f .-' 0.44167 I = BRAIN, In, I ''ILFOR COMBINATION OF SECnM� a Tir -, * . * 1 ,. - . . E.D. -'EDGE DISTANCE S -:�-, 'Z�" GLOBAL PROTECTION PRODUCTS, LLC. "' (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE . STATE OP � �#- ' �-�./ 11LIEC 0 lim., o4m S.W, 51 Slow toom . PAM ft- =TI SHEETS 9 & 10) COM51NED IN ANY WAY TO SUIT ANY %� E7;'-�J"t 0 R 11D �.,�� -- ' ": I , , F/ Noi .1 4 R04L (ft4)W-?,�45, FAI, (434)540-sw 20-175 ;��A�,,� A'A, r�� N. `­..,�..riv4 INSTALLATION. ) _" ." , ORAN" IN -1/0 -t.=­ m. 1 - M n. 1 - - -� QN;, NWIB�lc WWLTER � ",IT . - - 1­ . MORIDA UP. , tyk I I I - :-� I OF J1. . r- INUALWION MAU EOR REGULAR ANEL (f) INTO -WQM I ,.-7-­-,-, ---,.I- -.1- " -1 ­ 11 o � , - , , , , , - ALTERNATE LEG ,� 4'.r (MI EXISTING , -��- - ,,, ,- I, I �- ­­�� , -1 =I---- I " , , � 7- tOCATICIN SEW RIEQUIRVD� SM , ,� � if !; - ,� � -, " . I - � F, 'r 1 4 1 - I . ADEQUACY Or EXISTING WOOD I ,� , r I ,�� . "' BEAM TO BE CERTIFIED BY I I , E4 ­- - . � ­1 --w - - 1-1 , , REGISTERED ENGINEER OR , . ; ; �, �:--­ , "I'll" ­ C ,; , � , 11� / I , , � I � ! I ARCHITECT PRIOR TO SNUTTLO , 1, I � " " . � R INSTALLAVAL / " .1 V OD AbIr ALTERNATE WOOO ANC CIRS 111� �� ,I, , I � I I' mm - v4NI* Av .A"- HAO ..Lj ­,K0 ,HM N -"-- - - - � �, I ISEE SCHEDULE ON � , (SEE SCHEDULE ON i, I I �, - I �11 " -`D:L� - -1 --- ­ W - D!f Tyx si;Imfo OR , SHEET I 1) SHET-T It) ", f r - � - 1 " - ­ - .lL W/ - I ,�� I - � -Ge , -� 1 . : ;j� , V-1 1/2" I I ­ ` ! 0 Nt Itr .c I FE, _�_- I -, I ,', . - � � r I it . � ��,� I , , /I 4 ­J 41; WOOD - q -�, 11 I , - -- 1. ---- - ­ - ,­ - - I I ­14--"' - -'-- - - - 1 REQUIRED � , I li ! - , I , *­ " , 5 . ;W,i�,,,,- &ON I �--;!--1 I , I OIL : I WOOD ANCHORS I I ___ - IT ( r I I i � CsEE: ScHultu ON I 1 I I � SHEET 11) � ! I : �-Cj � I a-- � LEPARG;N TO I - (f) : �,I,' ; -1 GUAss.(SFF . I - I 1 1 I I SCHEDULE ,/ew-x�', � I . i ON SHEET 3) 1 - t Min. SEPAPAT04 TO GLASS, , I 11 : , 'NlI,­­, .; I A, .1.11-0 I � ,-*L* MAX r I � -� 1- " ­ M ROT PAWL I ­u SCHEDULE ON SHEET 3) PARFI LENGTH . I ummit, am r-01 v �CNX " -I - . , ,: - izz =-�,, 0 (SET S08EDLRE .:----- ---- -­ --A, I 11��, I . PANEL LENGTH ­ - .1 I aw FOR F*a I. I— - -- ---- -- -1 - -51 I (SEE StNEDULE oExfnpq,1 I - , - ", ­­ I - I � ON SHEET 3) GLASS I _j t-­A­--- �� -­[ 7.7-7 ; I I , ; ! 0 , A I � -­­­.­-- I , , i ­­';­��­,A -� I - I I I—- ­­­�­­ 56X 1 oil 11 I != I i [ , 0, OF 'L* . I ILI 1 OF /Y WAX, I I F1 I MIN, i I I I ` -- - to , 17 1 4 1 (j>­, 41 I ) I ­ ­- � � , , , 0 t2 11r O,C. . ­­ � -i, � - ­ , I ­. ,- , i � I E6 I - 1 I I ir , - No , ! . � - � - - . -4 I I : I ; JEC, 1, .1 11'�- I I .- AULZr ", � � Q��111 cc, � �, ­­­­ ­--t- ­­-, I- -1 ­� A , 11 � 4, 1� � I , f I � I - I . I �� �---..,.�,:7-:--.----]T--::�--�-"-.. --­ - , ' --- WWD �� -, I I � I III - - ---- vu, 2*.-' WOW PLATE -- I -- -r---- - -I---- - ----- DECK ACQUIRED - - ­- I � �! i . j�DCQ ANCHORS _.__- REQUIRED 7�� - _­ , " . � ;�: I 1� (SEE 3 K1EDi ON WOOD ANCHORS , ­ ____ _: - ­ , C , fSEE sm,woutte ON - �,�­'=--- 3/4* - - - ---- , , ,� ii. I � I : � SHEET 1) I ''I t SHEET 11) 11--­-.11- .11 � - - ­1 � � �- . i . , . � I . . d - , - ; , - -,2* Min. -- - - -.... , � ------- ,1 - - I i r,EILJNG AN FL BUILD -OUT MOUNnNG ALffisHOVE M ALMNAIA-0 SCALE S/3-1* 0WIN11"N", SCALE 3/8-1" '" /;�ti��: -N4111;x ,A,t . .� 4 - **vkc �...ri t '*' !$� : - � k0azI. I .*. NOi 441 7 ' % - I Hurrimate Zonj -vr�l = *: . FLOR111 A BUILDING CODE (Non High Velocity I� INSTALLATION ARE ONLY VAUD FOR MAY., k&D = - ---- TOP III: BOTTOM WOUNTINGS CAN BE DESIGN PRESSURE RATING (p,a,f) AND PANEL LENGTHS % -3�'-. !*E .202c "ClEm - 24 GAGE GALVANIZED STEEL STORM PANEL I.P­ STATEOF z Z Oftom IN! COMBINED IN ANY WAY TO SUIT ANY 3 - -- AS PER SCHEDULES ON SHEE7 ­ .� �z ��, I ' 2, FOR NEW WOOD FIEWE CONSTRUCTIM WOOD IF I , '0 �` INSTALLATION. � 10 - *'�� � ' - w= , * � - MEMBERS TO BE SOUTHERN PINE No 2. #1 SPECAFIC � GLOW PROTECTION PRODUCTS, LLC- " DENSITY OF 0,55 OR COUAL , 'N-- �- -:'-��- - /11LIECOamc. Am %w. 51 sow - - "I A7 - To- ­Ne . ler ANY " , _ ,AV I nNo ....... � , �------�, -..,---: ONAE, FL �11 I. .�' , . � - PWOW� DoStHes-75.6. rNo, 20-175 . �4 ., .1. (w)", -- DMANNI I- P-F- WALe,oRNAnox/DAKI IA-aw"No Al - um 2 or It I =2-� "'i - � , I I I . I - I -4-41 (3) a) = u) -0 (3) -cu > 0 , a) r- .+- -�­o =3 `0 1I.- (1) (1) L- CL CL C 0 0 L- C 'a) cc -it-, 0 -a (1) -ii.-of 0- (1) - (2) -1t-a c a) =3 -0 CU 0 (:) -cu -0 U) -0 = u L- 0 L- 0�. C L- u CD ig: CIO = 0 0 = ku LL ,,- 0 M ;> .u) U) . -0 (1) US E ZO (1) -4­1t CIO 0 L- 0L 1­- -a = . U) C)- < t 4 mi ­�V` -) = 0 - ,= :tl- w -= 2-' ILALJ C2 " -= CL I,= 6 =- r-_ 1= m I., m -E 1= = C14 >< -; = L- 0- f A .7 m = - 4 = C14 .= Cn .< 4, C= CU CN - 2- z w :%le j: CL= w - :o. E - = - = CD = C3 �s u - ­z ;t m 3: = .= .!= Cu = �, T .::. = . ;�-� In 'a - E 0 " - f I C2 4 LI,.,.,,,,,,,.,ti m 0 L. " :3 LL1 m < z z < -j CL (3) (1) c- C/) m > 0 L- CL CDL < -1­­o­I` L) I -0 0 L- CL a) CIO`) CIO m SHEET NO. SH 13 --- ____ . - END CLOSURE5 DETAIL5 EQR IN51ALLAIIQN lb! FQUREQ GONCREJE. CONCRETE RL091 QR WOOD SIRUCTURES; VALID FOR REGULAR, LIFE - _­__ "I 1-1. I I 1. 1( I I, \ - �.., , . , I_ - I_- i i = =41 Ill 4_'11 vw .(� q) 10 OR I N , I � ::1, -1 I 1 2' . 31 . .1his' 3305 H-IA P� " " - -11, - 1 2'.e 1001) FIAME Bill u . � I 'I - SK I,- -1 4) & 10 t f*lavm A"Qr DORT Al. . - 11 T11 11-1 L - �� ANDLf wal Ile* . 1 3/e , . . I IApGQN 0 12' O.C, 11-i". �4 _2 /2* I I � - ,� , min. , I'll, L U 11)� Poultm CONCRETE. COK" = I 1c, _. , c , 13 I w FRAME , 7, , REttar , 1 1/4*o . 1 3/4' 1 -13-1 BLOCK CA 2'.1V *000 a . 2 llzr* .-.� — ,C:; REoum _!T�l I ANCHOR 0 12* 0j- �_,� I "�-, �� TRW[ �1!',', '-- - - (t OR(3 M�- NIN, � I 1111 .- I �� %­ � f'-,- � , - I iL �.. �� -11 - �' 1: a I _77- / `�,�_ I \�W'�._ �y4le, t `�,,�,�, ,1,4'�� "I 4. 1�111 , _/�cj�) _'7 J 4��,A . . . . . . . - , - -LIENINT: = LOCANIO 7�7 ­­�- 9 ,_ � I i �?�,'t 0 1 _ 7" O.r 2' .2' ­ - 111, I j \ - ___/ , 1, VARIES - �, I 2* . 5' . :�'6' � _�, I Ir V_ 97� L <1 AkLN, ANGLE OR CoNT - /I/ -7 V'� I I �, I Iwo* Lim-WIS4 SHEET PARED CONCREJE CONKMW I # � I - tt I i m� VETAL 4va we pwE I 2- A e X JW , , . BLOM 00 2'.4' WOOD FRAW "M � REOURED , - I 14— 3105-81. OR (1), /_1 Sm-Te ALLOY -I 2 1/2' ',�' , " - - i, Ily � "G* cow. AU.`mL ANDILE Lam& - - - _�L - - - __ - t, 1�. - - - .11 ... \ I/0 go a 12!..It -1;";_4�',. SpIlw*4- �� W/LiAcxvt� , M- ANGLE . CASE B (PLAN) LASE D (PLW ISCALE 1/4--i- SCALE �/4-�I- SCALE I/e-l- SCALE 7/4". I' T ---- v , -1 SOUD-Sr OR LIKJK� I K A ELCO P�VMATE 'OR - -­- &,.� GO , "l � f5ml: M It_� ,, CA � � ­_ -t- -"S) 'a ,O jj� OR W. tA. -W= At PANELA[Alt RULE �SEX R. t _5x , I A \ — 04 2^.4' WOOD - Sm I or OPSANG -1 - SDWMLUE ON SHESS � (MIN PANEL 1, � " �' =1p.-%nR VARIES MAKE RIMILWED AS APPLKABLE I to A, '17 - - OVERLAP BEYOND " - 21.v -!r LAIL-1 T & V I I ,�� , OPENING WIDTH) �', RED �, 1. 't, 1 �, ��­11'111 �L� , I � I I _00.1E, It Irf, 4��1�11 "14, 11 " I k� ... , , ti�. ,,, *EXIWED / , I-I - , �, I-, 4 " , 1. -1,4,_ 1',LLLLLLLLLL..." ,.",_ _ I I , - "�"'� � , M� %aA= FRONT * I , ,� I I I- .4 I - .- IARIES (�) -a C \ � - ,,, fi 111) ! 14 . PARALLEL To : I !� M_ ( � -'/ WALL tww cut cw PAKM I - - � ..7.1--t I X . BO DISTANCE - 1'-73,';�,' t - c'; / . -_� \ - 1 I / 1, I L ! I I / � - - - - -----,,i-- 'I 1___\ J, � _,'�,, — , . , I '01-In"", , , . - — 0- 04 CAS / \_ , I / , —.7 ^ , V� P,- NJ / �%,,, SCALE ljr�j. -, \_L/ \_/ = Z`­.�� -,�\CEN , VALO FOR DIRE -.V- � .. ......... , P CT MOUNT INSTALLATION ONLY A, S�*,- �: ss __4 - I � CERTIFIED PANEL INSTALLATION AT WAULS W1 z �- . I SURFACE LEVEL VARIATIONS WITHIN 3/4- z I Ill 44167 ` a I *� 2 � * :*: FLORIDA BUILDING CODE (Non Hi2h Velocity Kwu Done Zone) P-ASE E (PLAN) CASE F (P ' '. b , I z *2620 TILmo. `H1 24 SAGE GALVANIZED STEEL STORM PANEL I.P. I- : 1. .. I bft� el., - .. �f,_e% SCALE 1/4--1 - SCALE 1/4,=I, � I. I .. I S - - - Ittliltiogo 11 I % - r 41"t"Ibu, / 11LIECO imc. OLOIIAL PROTECTION PRODUCTS, LLC. Ill , v .m Sill. a, Snw �� = - WE n- mi, Z a w'-= IM, DI6410-1,501 FAX, campal 20-175 1 � " -_ --W 7im.— D`_o"A"q . I An 1— I I - RE MAL�.W_Mxm �m .IN 11� RE. :!, � III I MIA . �A �I � � � � MAXIMUM &S.D. DEMN f!RESSURE 8 ING (1a.s.f.) AMU CORRESPONDIN9 MAXIMUM ANCHQR SPWNQ RM FAJAEL 01IM&IM1914S INIQ WQQD STRUCTURES (VAUD ONLY FOR PANEL (1) rNsTALLA-nONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 5 & 7) MAX. A.S.D. DESIGN PRESSURE RATING (P-1.) MAXIMUM ANCHORS SPACING FOR ED. - AS SHO" ON SHEETS 6 At 7 I AP� AqmNxrvvgS f 'R "' ___ or THEM MAXIMUM 7,x .L. OQ TAP,ON LAG SCREW PANELMATE — 1. PANELIAKIE PLUS WOOD BUSHING ly - 'r Iw M) ___L13L__ ___2:__ ___L3:__ 13- —,,- I* (WITTIM, — ----L3'--- ___i�:___,_.L3:__ --..--- a 1/2- -_ I/Y Ew (w) __±_1/2' ___LI/2�_____±_1/1:_ - - _-W.— 5 1/4- - 12 1/2, 1. - _-! 6 Ile ­_ 2w (el .---- 51-c' OR I I ­__i;____ ___­__1F__­ I. _­__­__w___1.___ -.-IF- ­­­ - IF-1 --- ________!�___, I __ ----- - �!�TL_ 3w (BOTTOM) LESS +46. -45 OR LESS ____v]57­ _,_____1i;,_______13;__ __._1.__­ Is. ­­­ Ir ._._1_­_.,________ 13* -8. E__ ___ . _i — 13, - 13, __ ____ t OP) !�!__ in , LW - __ _ ---- - 1Y __ ___1si_____ _i3i__ Iff" ._____11';__,_ I ---!- —I/, . _(m" Vw (SOTIOU) -_ ­..�__,La:__ lir 6 ,/2, ____ a 1/2- ,..---- a 1/2- ____!L_ 6 ,/2" (TOP) __ - --i -7 - ___ __ - __ f, 1/4, ___ — 12 1/2* ____ 41 __!L�:_ a 1!1 - __ __ >T-D* - ,IF e 6 1/2- 6 L/�� - 1Z 14'-4* 4 I /2- —�7,Fr__ __ 7- 7- - sw (somm) - __T� /2' - � ____�'722- ---' '-- — IF __ 12'------ � . 4W (TOP) I—,r ,- - 13* — - _��3___ ______� 13" � 1 i —,72� � i ' ____ __ _0 I� -SEE TAIKE 01 FOR 14AX, A,&D. DESIGN LOADS -i _KAX ­PWE­LiN_GTHS AIHEN SPAM __� IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON S14M 6 MAX. kS.O. DESIGN PRESSURE RATING (P-0 MAXPAIM ANCHORS SPACING FOR F D. - AS $HO" ON SHEETS 6 & 7 APPTEILE ALTUmma T& A,&r OF THEM M.,ximum 1 ;iwa, - (it') TAPCON LAO SCREV PANELMATE FEMALE 10 PRIELMATE PLUS W= BUSHING 3 ly 13- IV 13' I* POP) - ___L�__ is" - - is- — 13- --- 'r 1. III, moma) a Ile 6 I /I. - - 6 1/2, - - 6 1/2- __ 6 lIr — 2w (top) - ­ ____ ___ 7' ___ ____ 7 i/2- __ __7 I/e ­ __ - IF-----;;--- - 12�1/2' 6 1/4' "-,--,--- - 2w (as"..) 1_,j1_ VW S`_O_ OR LESS _ _,_.,_____--___,w-_ I 1/2' a- ---­---i.------- - 3W (BOTTOM) I3z________57_______ ----,-,--- �e_��_ >+45. -45 � To 75. _75 ­-1s:_ is, ­ ____ IA, ____ � ------ 13" _1n_______1�:__ Ir 13, 4w (BOTTOM) I 13, LW-(M)- 13" ____Lj:___, Is- ____ij�_ 13" ___j�:_ - 113' ____ID�__ 6 1/4- 1W (wroal �__ 6 1/2- ____ 6 7/2- — - 6 1/2- ___ 6 1/2' —, 6 1/2- ___ 2W (W) _ - __ � - - ' ___ I 1/2- ,--- 6 1/4"_ 2W MT1.*) >57-0, 1, __ A _iji�__ -- 57 - --t- 7 Itg. _iL 7 1/2, _. - 3W (TOP) 7,-:r 5. 5 1/2- '. --- I a . ______ -1 — 3W wrow) - ly 12, 13* — 13" __ __ 5 112, 4W J'TCP) 13, 13, .1 - ,3� _± '--T- Is- to- 14W (80701,111 . 01 FOR MAX, A.S.M DESIGN LOADS & MO. PANEL LnCM$ WIHIEN SPACER 0 IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHM 6 ---------- I 2= b A A.S.D. DES04 LOAD MAXIMUM PANEL LENM 40 PSF OR LESS W-13' > 40 PSF TO 50 PSF 1 ISI-2. I > 50 PSF TO 60 PSF - T-16' __ & IMAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE gjk�� ,4OR PANEL MATE PLUS ANCHORS & W/ . -Ifft,i)IL 1/2' D.C. INSTALLATION DETAILS FOR LIFE SAFEDLRAN.UEL._U (j) INTO POURED CONCRETE OR CONCRETE BLOCK STRUQTURE5 I/e# TAPCM� - I_ ,, CMING POURED 1/4-0 TAPCON _67C_7 � POURED , , ANCHOR 0 9 DZ , , —CONCRETE OR ANCHOR 0 9" . CONCRETE OR W .j CONCRETE BLOCK 11 CONCRETE BLOCK "g "' I �1,, REWIRED. �,,,tj'1111 RECUNEO. ,, I-- - . . . . . . I - ­� ,�.� �� I , � _�tl� , �,, I , , ,� , - �� ,� � 11 I , -41) I, ��� " ­02 , 1, I I I f ____ I I �_� I I lj 1/2- 4 .1/4" � , 1/2* 11/4' 't ��-, . - - I - - -11-1 f _96I, . . I I . �11` . L'O'# - 1 I E.b�.* :�,�,, ;;,.. . ��,­ ..... ,i � � � , I'll I - I ", ", 1; . i 1 t1511 i - � ;� , I 1 -T - I -ci 9 I i I, mt, 1 1 9 IH-SEPAR&MR- I I 11 ;_ 9 `�' f A 11 11 I I ILI III - PAHEI LENGTH . ___ - �� _. ____ __ilA, -­­­ _­ ME ELEVATION i I i�SEQZI`R). ! i "" SHEET '2) I TO GLASS 0 1 . : 5wm 1 - I � 1 i I - - 0) L/, tt,�,,�,�,',,'q� EXIST= PCURED� LDA �,., �,'�,� I ' ' , ' i CONCRETE OR " -0 tLI; CONCRETE lj',"�% - REWIRED � 1"',�­. , ,��, ;; III vr at I �� I �jft"4,11 I, I I � , '11, � - ;t ;t ;t ";;, . __J - ,,, 1 ' - .. 1/4-0 PANELMOE NLUC�_ - � H&MLS ANCHOR 0 12 1/2- O,C. 2 SEE SHEETE7115 4k fiff-FOR ANCHORS TYKE 4 �WRMIRQ FOR NVIALIATKINS ROD ROOM FRAME 01.140INGS. MMKU ARCH011 SRMNGS A40 M";A' EDCE DWANCT ARE wDIMED ON TIM SCmuv_ MR EG� LEO THAN *MUTED ON SCROJIS A031,01 AACROR SPAW- BY WAANYWC SpAcm SHOO ON Scl"IMULE By THE FOLLOWNi FACTOft- FOR Tt4 OFERATC14 70 BE POSSIBLE REDUCED $PACM MANO USING FACTOR SHALL Nor BE USA TWA Uti'mum WOO"' RMCATM FOR OCR ANCHOR T"RE ON THIS ScHrmt, ANCHOR TIVEE - Y1!1:1_ `_ "'... ,ft, - mem" MOOR WKM w j � *www— I— wt I 3 - — I 3 In - M—M-4 (h) Aclul wx atimmax W PACRAIR _ ---..-- tY4�-.1.1- --- I I- 135 ___ __ 2 1/2- - � ___ ____ __ 0"11- __ - - - __�.&I­j _�'i __ __ _­1 .1-11-1- 11--1--l- O" ­_ - 31 1 ___ - - 11 � & �_ l'-44 At ErN,;W � � EXIST19,; 11 I I CLASS 9 � . I 0 � e I I _1* lAX. 0 . - - � I . - -, I 6. PANILL LEND IN it 1�1 I (SEE alVATION ­­11 � , � ON SHEET t2) 9 T I _­ -, --- I 9 I 4 - _______ � ­__ _­�� tr ­ I -A I i ,�,���;t i , -- i ­1 ,et�lf - �, ��,�', 1,,�_ .,�-,�tt, ! --cl) 0 - ,-, - f--"-5, 1 S" � V� OR- - ,� ,I _ _@ C BLOCK 11 I . RE /�­ I ME'EAD) I t!! :1 � , -'�,_-, - - lilil ". - I i/4-0 PANELMATE 11,L_N� _� I Z��t .. R!73B ANCHOR (BEYOND) u PANIFL W&L MOUNnNas SCALE 318-1- MAXIMUM A-3,12. DESIQN ER U8E_RAIW"p.v,fjj AND QQRRE5PQND1N2 MAXIMUM ANQHQR P-ACINQ =HENLE FOR REGULAR 998M PANEL r1) INSIALLAIMS IN! MOM A CQNCREJE BLQQK STRUCTURM (VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5) MAX. A.5.D. DESIGN PRESSURE RATING (P,..t,) WIAMM ANCHORS SPACING FOR MIN E�D. PER SCHEDULE BELOW v APPLICABLE - TO SECTIONS MAKNUM PANOL LOWIN . IN, I OF THEM - MAX. A-S.D. DESIGN PAIESSURE RAJIKG P-7) MAXIMUM ANCHM SPACING FOR Met E.O� PER SCHEDULE IIELOW * , — APFILMQUE 'a SEC"I a JNY ,,, mum PANa LENGTH %: ("') ___ TAPWN I SWID_w PANIEUILATE FEMALE ID PAIMELAIATE PLUS ZAM,C-ft" CAI. � -04 TAPCON I SOW-W . PANIONAtE FEMALE 10 I PANCLAIATE PLUS ZAMAC-NIMUM CAIK-N To commm To w — —1y I ;K; To Ill 1.4-i-A.- 10 Cw0m -.Iiq-j-! _.". —MICiEw to . COMINNATION OF THEM - +45. -45 OR LESS Ir is* �� -- 77 —w-_ is' is' ir ist ir —1r__1-i;_i_V&Y_ - I MOTTOM) — LM_ 2 (Bartom) �5 ow) W-V 3 (BOTTOM) OR — 4 qOP) LESS �� In"llo 5 mp) ­ i1g6roi) ­i_�_ — __ (00`11-)f .45, ­45 TO .&S, -ft I _E ii- Ir is, Ir 13, ir 13, 13' It 1 2' 1 OCR) ____ 5'-w OR LEW 1 Is- Is- IJ' I 13' i3* 13' Is- W Is- ----:'- Is �� 13- . -23-1, __L3L_ I y , 13* 13, - - 13* 1 2'� - -- - -;3"; - ) -131 ,-- 13, ,;_;�_ is- _13�:__ Is' -,13:-, is- �V_ , ­ Ir tr � _:__ __F __ _T3 3; - -7- -,-- 3.7 __ - i2l� lY - -- Ir - — Ir -T;�- � �1 I.V -Tz,;- -W- — Ir -;­3�-- -:,,,H3 —,,,' P,7� - 13, Is. ­lr 7F- is- 13, 13* I I I �p 16w) r i,3:-- 3� 3� 1.3* 13' 1 1 i/2' -2 (BOTTOM) _132- 13, -11 IY4- Ir _iL_ Q, _i2:__ Is' _-2:_ I,. __L3�_ 13" , _L _ is' __!_ _ — 13, Ir - ;31 1 3 ) __!_e._ - W - -- t3l � it, 1/2-12 __ 1 Ll�w LL�_�� I r ly __ -_ ± Ile a 1 4 -12 !___11_e i *7� ' Is- Ir IP2 12 1/2 ir - ..— - —_ 8 ',/A- ___ 8 Ile - - 112 1/2- t2 1/2' 9 1/4- __ 7 i/e _� -_ T2 Ir - Y IT — —.--- - - -_ 6 Ile 7/4 3 (acirtaw — ir _", Or - 0- — - — a- - 87----, ", [ a' ir —a- - - � 7___ - ' , a' a. --IF- - 11 I'- — w -F- - 8* -- a' - s- — 7 1/2* � - 5 I/ a" 1 1/2" � 1/2� 0, Ir '. 5� 4 cw) _K r _ - —_ 13* Lin_ ___!:_ a, "___ - __�:_ �_,�_ - _ a --- - - _e ­­_ - ­_ W_ — - i_,_(wm36 ____­ 13, _____ 13. ______ 13* ­_ is' ­­11, __ _ Ir 13* --- .- - 1 13" Ir 13" :__1_s_ 1. ____ Ir -.—, Ty 1Y is' — ill __!��__ - 2:+L_2�_ , —_ ir __ ____ I . __!sL_ ly -7 __� ___ Is. _ _j�r_ ly __ -iT- --- _i3�_ 13* __ ­ ---------,-- -_ _j_�:_ 13, Is. __ __T_ tr Is- Is- _____ _,_!_1K_ __ I r - 13, r T - __ -1- vr ___ Ir ­_ Is- -_ 112- I/sIL __T_ i I 2 5 UOP) S (WITOW) i�___ - .-:T-- is. — 1�"- � - T'IT". -.--t- .. 13 !-3' -1/ � �e6 . 13 __ .. Ilil i � ly Ir �___ ­ - - 13� li� i .. - Is 'r is* _�_ , � 3� is- Ir - --i"�' I r - -,i3;-- _13�_ -----IF li ---I- -;k- __ - 6 . , 1 6 llel& /iF i 174�' i 114F T Ile - - � __ � 6 1/e� 0 l/e.6 (907.**� Ir 5� - Ir `�" it) 1/2, Ir 7^ 13, 7' 7 Ill Z 1/2 131 -- 4 i/2' I � I MR) TI—BOTTOW) i 66�)__ 2 (BOTTOM) 3 (MR) - >W-8' 3 (BOTTOM) To — 4 CTQF) - — 4 WrIOM) 5 EM) i - --- 13, '. ly 13, 13' 6 1/2* jr S 1/2* 9 112' a 1/2'1 Ir 5 1/2,11 (TOP) >S,-Or TO 0*-V I I _____ -1 13, -5- 71 —5 Ir "'. IF- —f/2 ly- 9 1/7 _�-3- - - Ir 9 1/2 —13 —I 10 1/2 -7 -i-/2- 7 4/2 -i -1/2 - Is' - IF- '�­t,_(2_ �� Is- 7 I/P ­13�- --i-37- —13, -I 0 1 13" 10" It* Is- 6 1/2,11 (BOTTOM) - ". 1� Ir 13" 1'�/2* ll� ___ i 1127 - --!!:-. 71/2' 6 1/,V 5 I/rig (TOP) __ ­7�_ ­ 14 '-- �o _TF_ 7 --T3;-- - - ­ir- -il-iii _Fo -1/2 - - =r __ ' __ - r 1. - 13 _13�_ _ -Is- 2:_ a 1/2 - — T(amov) VF 11 131-1. - - r - a — 13" i ... r 7- - - a- — __a_ 71 [13 _ -IY I'_ g " - 12 1/2 ____ B_ . a" -i­ ". ___ I:r _. is, 12 I/2' 5 1/2' -- __:__. i 13, 4_1 72- __ __ . 137 9 112 III Ile 6 1/4-12 7* i-I I-e - -6 - --- ___ — 1 ir to 112'1 13' __ 9 112 112',$ I/e - - A. -1 -_ _,_L__� 13- ig ,/rIlo 10 1/2 - 1 1/2' - T�12 — t/I 771!2 7 1/2 - _____ 3' -_ __: __LIL -,sr — ---r 0, 1/4' 5 1/2' — _/rj 8 2 I/ 6 1/2' 6 1/4' 5" --- -, — - -T3- ---I— __ T7 llr __Ll - is, ___ - 13, __ _-Li- Is* - __i0__ to' I -_ -ir- Is, _1F0_ 10- _F� -LI:_l�!:_ , _1!:_� - -E- Ir — - a I/Z _. 3 _ (TOP) �2 1,;i� �Z 1/2- i 174'�' W $_/*� ii'T1Y 12 1, , - 1 - 6 Ile 6 1/4 - 3 (BOTTOM) --- 7 1/27-3- * _;,��­ �� - - -1, —a , r —6- __ - . —I _ r _v __ - __ " --,--- 0- e - 4 1/2' 3 Ile - � r� I/ - a `4` I q� H'-- - 4 (TOP) 4 (BOTTOM) is. Is is I/rl Ir Ir Ir lo, Is- I 1 ,o* it' 1 3 * * 5 1//2* $ (TOP) 13' I 7F __F, I. - 13, . I -5 tO 13, ; �� : 19 1 __ /I 1� 31 I I i �.plr I I Ta, _7___ Is" is" -_ to' — Ir I LRi --­t- _ ... I it' L le'l ,� _�� : e t z ��- , 5 (BOTTOM) I I. r I T ,F ir Is' f, 1/2' 13' 18 1/2'12 I _ 1/2'16 1/2- _ Is_ Is- , ,/2- 15 112-.6 _ (TOP) - - I - 6 1/4 -16 - ".�t " ,/"� - . " / " / i - 1�le dellele --- 'i -- --I r- -, - - I _ . ". , L _ sa sHm it Fop or.m Tm & spAcIR; too kpAUATmNs wm wow rmw wamom 0 "KW AWNAIR SPACINGS AhV "MIX WIDE MIANCE ARE WDKATED ON THIS SCHEDULE FOR ED, LOSS THAN INMIXTED ON WHI'DAE REDUCE ANCHOR SKAZING irk NATWILYND SWINGS VAD04 ON SCKDOLE W 14 TOLLOWIM FACTORS. fOR THIS OPERATION TO BE POSSIDUE. REOVICSO SAACM OBIAND) USING FACTOR SHAU WOT BE I= TIM JAMMU SPAC-0 NOUM FOR EACH ANCHOR m ON INS SCHERU. -_ ^. I I/ek 1/0, 1 'IlelK ll�l AMCHOIt TIM _ "171�2 - ___I/0R � _ _�__ ,"-W _ 4a.ki- _ I val 0 __ _ _, = __ — -iMMYU ANI SPACING (I.,) 3 3 3 ! . 1;!! I pmcwm w 3 _ 3 TIr r I ., Air � =;M en 11= W, 3 31 I ,,W l, wi ji i/2- ,l AMIJAIL MIX MWINCE ".) FACM � ---I---- - - — - ­:- - I-- - -­ __ -,-.- --t-1/2. . -1w, - - - __ - " ­--l- 2_____ . - - -t---- — 0,110 __ � ,- -,- . I'M - . ,AS - __ ________r_ __ ---- -- - Ill — - -.--- , Ito __ - I uw _______L18: spAmw ONLY v" is USED SEE T-6&E # i FOR MAX, A.S.D, ==4) LIE I- DESIGN LOADS & VAX, WEN SPACER 0 15 �EEL I mu 11 A A&D. OEM LOAD MkWUM PANEL LERM 40 IRSFOR LESS v-S, > 40 PSF TO 50 PSF 61-2. > 50 PSIF TO 60 PSF I 5,-Icr . . A MAX, PAWL LENGTHS ARE ON�X VALID FOR INSTALLATIONS W1 SOLID SET ANCHORS & W/ " SPACER AT 12 1/2- O,C. I— __ - - 7_ __ __ ____ ___ __ ___ - - - - -- ANCHORS (SEE SECTIONS * ALTERNATIVES ON SNis7S 13, 74. 15 &161--- --- - ________ — i : 1 V' MAX, R-ILA/113. R-2A/13, R-SA/14, R-111/13. R-211/13, R-30/14, 3- MAX, : I I' MIN. +R_IAW/15� R-2AW/15, R-3AW/16, R-181l R-20W/15. R-30W/16. I - ____,41__ `�_, D.M.,(�'_ � � - I I . I- ­­ ­___.� I------------ -__ ___ __ ___ __ ______ - ___ ___ ----- - __.,____._ - ------- ___ --.,-, t_ - __ _ =-.. (D Or 04 ­ __ I 0 � 0 0 0 0 0 k� � , " � 6 1 1 �] �, 7 — — __.,_______.__--T---------I _� t ___1 --- ----- ---- - ---,-- -j----r-- i � F_ � . -, l ' � I L,j -T-11 . --T--T- . h, I I i , , T --- � ----- I I - I I i I : L : . i i i � i I 7 i I I i I I ,�! i � 1 !� ! : I 1 � � ,I i I 1 1 � . i " � I I I I I ! i 1 1 I "! � � � F � � � I I � . I 1 f ! i '� � I I L I � I c ! 1 1 1 L/2 : � 1 1 1 I , , I I I � - , 4 . , , . . ,, , I I I w I ___� . : a I : � � I i I i , 'T i 1. i t : I 1/44_2G.T'�S-ST SOVIS I J I � � : I i r . I I I � ; f /�,_ (USE FOR PANEL � I r I i kw. I I i � , , � i � OVER 7'-G� � \ l I i � 10 � , � � I ; I PANEL LENGTH 3 , 11 I I I ) � � . � I 1 W-8, a +40.0. -40.o P�r, I � � K i i t t � REGULAR STORM PANEL 1 � I 's,� ` REGULAR STORM PANEL : ( � I I � I . I Wl OVERLAP MID PANEL LENGTH BOLT) .-. i --- — 1 ------- ; , � - _ j T "_, 7 � � i � L L I � .---.Ir- I 'I ------- ______.,__.. - - - - _4_ -- - I - _­­--__0�_"1___ I � I I i , oe" , � . . � t � I � � , - , I I � � � � i � , . i -54.a P.ef � I I , , fT WIETY STORM PANEL I . 7'--V 0 +W.G. � I L I � I . .11 l I t I . ! (W/O OVERLAP WD PANEL LENGTH BOLI) ; 4 .� � . 1� - . I -1 � �. - - , I ___, I- __ - - � - . . It- - - - � - , t q i I . __ ___ I -- �� ,11 -1 , -, 4 % I , !:, i - - - , 'I 1- I I __ I - - 11 -- �, � , � , I 1 � I I )� , � � , I . 7 : ---�,-7 ' - g'-- - — — A I ' :_ '_ , - I . , � I I I - I � I I I : . 7113�.i� I '. , I/-'0_2GkI' I � 5 _4� - - - � - - 1 ------------------ ­ - _­ - - �, , __j _ � AT ALL MOUNT04CS . - , I ', � � � I I t L &S - i , � "I i i i I � I / .: laRV � I I : � I lz AT , I I - I j I � I 1 1 . � 4 � I � I [__ [_______,1 I I - I I . I I � __ - - - ,.,� I- - . I ­1 �_t____ _ - - --.-- :__ � -I--- __ , � ___1L � - I-— e i ­_._____­------�1 - ­-1. _[T L --'-- ­­­ ­L , -, I .11 ­ -, - - - -, - ­_ �__ --"--, _­_" - - , I----"- --;, _7_� - - 1, ---- --- 7 L � I r ! i L/2 i -, '7- ' I - ---' Ir � - - , �, , , t � , , � : , I � � I I i i " I I " i I . I I � ­& i - ­­­ --- - � - -,-- - �_. _'� � - -7 � _4 � I � I I + ` I , ;, i I . I - I i � , , I , I I I �­ � �r t- 1.­_�_ I , ____ - ____ - - , - - ----- 1, � _ , ­__­1J___.._,L - __ - _______ I ��'� . ­_1 ­--l- , _-, � ­1 , - - 1--­ I-L- —_ _____ I ­ - __ _­­____- - - - _ +______________1_._..__.1 l_,__----- r , ; __ I --- �_____ _ - t- =--,------,--- _­-__­-- - - -- - -- -- 1, , I I �,_ ­ LL, - ' 'I ... - ,�_ ---,.---�-�---�,------,--!-�--�,----� --------- !! ir : I I � , � I : 2 L:�� T , � I j 4GfGM V W46- � � � : . I I ' I � I � __ yiON 0 LIFE SAFM- 1 - I I I � ; . � : It 11 I - PANEL BOTTOM CORNERS ­ v 0 � X., ; � I � X, � I �� I ,I I w i i � , . I I I t I D.Mll(��,.__ —__�; t- I I -A_.____ ___ ,_I___ t � �- . i� 11 . -1. _DVERLAP_� . � (� I I - - I . , . 01 - - [*WNG NUT At__l EMER10 i I- __rNa NUT AT t I i _3� MAX, LEFT PANEL MIGHT PANEL 3- �a_� i I Ith. I 1, kM,L � I- WIN, R-IA/13. R-2A/13, R-SA/14, R-i$/i3, R-2111/13. R-39/14, I I I I I I R-IAW/IS, R-2AW/15, —il'. I . � I I ____ _____.. _-, . , - - __ - - _-ANCHMS (SEE SEC71ONS J, ALTERNATIVES ON SHEM 13, 14, 15 &16) ' L - ­­ ­­1 .11. _ , '' . . , - -, _ 1/4, Mu. GAP - T__ Arl LIFE SAFER SIORM EANEL (1) ELEYAT-19N M � I , ; Rs SCALE 1/4"-l' I , � I ,1 __01 REGULAR ;Lm, ; Cl I REGULAR � STORM Rva (ON 04�1�t,_�tpu VALLEY) STORM PANEL � 216_1'121�1111 - -------- . _ '� � , '"Im"41", 1 ___1 lmt.:q�­qmt�z__­ - _____ - -- ---- - 4xt"_ I,& - - ===�_ --- Ile ,� - � 7_� ­��� ----------- ___ 4R\,�7,71,`� Vr_�\, ___ , �_ � 2 -�� --- __ ____ .. ........ 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I x EXMM POURED CONCRETE OR �_911=plm CONCRETE OR _-WHETIOURED CONCRETE OR EXISTING POURED CONCRETE OR .__ CONCRETE BWDCf( REWIRED. GO" REQUIRED , OR BLOM REOURM , , CONCRETE BLOCK REWIRED SECTLQN smam-Jkla - S-REQUIAL%is a I Irr itirm 0 Nm%kLs 0 N WSAM APANEL W-AU-MQUffM MOUNTINGS SCALE 3/8-1- "An.4111fif"', SCALE 3/8-1, _10%11�10� �: � TQ114.1-1._ Sm SHEETS ,a & to MR ANCHORS I MO" TIM ­2jn - FOR WSTAILLAT0.15 .0 Tyn a SPAA INT UPCIA wm FWAIC 11MU)", IRNIAIM ANCHOR SPACO" AND VINA" __ WOMAN, 00" "04 01) 3 � *"Amumammus Re"A"alf-I _2__ EM DISTANCE f0E. =%SON SQ4wLA.E_ FOR RXIED ON SCMILILE RZOUCE ANCHOR SPACNa A JOAM ow FROM" III —I, ____ SCHCOLKE 15Y THE FOLLOWING FACTOM I I .________ ­1 ­11- - I I __ ____ - 2 1/2* __ - __ ________ - _lt�__ "I __W�_ FOR THIS OPERATION To BE POSSIRLE, KOUCED SPACING MANED USING FACTOR Not BE LESS TIM 5K" .. SPAC04 INDICATED FOR Mo MICHOR TYPE ON THIS v_HEOi4z I _ _ - .___37.______ __.______ I 3 W* , ___ _._ - I IN51ALLA110d DETAIU FQ8 UFE �AFETY PANEL a INTO WOQD KRUCTURES . ­­'l-�­?­ - 1; I '11-­­_ - -----, "' - - ,�,:� � �111, .;`_i�� , .�,-���, I /I -1 I" i�� �'! ­ - -­ - I -WOOD HEADER I_ I- - - NOW HEACER ,�.r --- I -- !1-1 - VkWim I - --- _­_ - '-ftwRm � , � I .1. "I I , , " � i 11 � " -,� i _­­' "I "I , .." T I I - 11, I - , I � L _�� � _V4,WTAPC1D .1 � � � i . . _ -go TAPCDN I �, , , . I � � 0 'at O-CL. , 1� I . 1 � I V! I NOR a 9, D.C. I � ��t w I I I" I � I , t � t , !I , �, � � � , � 1-1 I , . 1, t - - n17 1. , , l , , , " t - 20 11 ,,� , � _-, .11 , �� .Q - ,I i 1- -0 , , lli " 1 , � = )-�,,,. mois m" I ,"11, . , /e . I , k - � . I I �1, . - � I I I L . I , , 'w___ - - I I � � 5 � L I _Mt,x_ __.____. l� I ,� � 2.1 I � I � I �, i , e t I � - ! .. MI, " . I I I �, ���� .,� � I : �,, � I . , I , : .11 �.� : I /I - ­1 I I = ! I � � I I i I . � t i i cl) L46 1 1, (1) .1 �;=�o � 0 1 - , #5" . ; I I=K� W_t,� ,, ­_,� � I _, p i 11 I .� 1, �;.*-E >_ . ,� , � a �, I_ E- ; I I �� _-,It. ,7 1 _ __ - I __ ,-:, I i; � I =151-n , . --r-111, � I I It , � I 0 .1 .. I %" mAK: 11 - ---I ,- - - - MAX, 11--­1 - I =--- ____ PANEL LENn, 9 t PANEL LENGTH�, 'r --- 11 ,- ti i I (SEE ELEVAMK I I (SEE ELEVATION 0 ON SHEET irl . I- - -.11 -_ j - ---I - ------- - ---- ___ � ON SHEET J2) � 11 I T . f I— -- I a a a I . 11 ; 11 I' w ! � ILI - - - - - - 1, � : I it I' mit, I -1 � . � 01 "i�AHAIAII GLASS I 4W It ...... SEPARATIOW- - , I _ " OLASS. I : �2 r, It F-1 I � � � lEff 7 I ­ - 4-$ 7 L-:-- ir— � I 0 4' 1 --- 1-1 I-- I- T I " " 11_� Ea Z�l I., /� I itigurm ! r , , I" ,2 Ilt All I- - - I _-� - f1w ! T: i e��Jjl_ - - ,40* . -- - ___ - - , ED $��_ OF 7 -I �_, 1 1, t� _1_ ___ __ -1t---, -,--,I __ ­ ­ - ______ _j . , ,\ - �� I- 0 ., I I - � :� .- . % ij I I , � 2*.4' . I 1; , - : , t ��, WDQQ.__ I -1- ; � � r-4, WOOD- �� __4, i A " i it ;j: � , � PLATE PLATE I l! , , I � :,t �1� . RECURED I � i� � i - REWIRED , I I I �.; ij,w v PANFILMA PLUS � 4. �� I/eV PANELMATE PLUS . - I TE - � __ '. 12 � - , � I ' � � 1 - � -ANCIOR 0 12 t1r D,C. 11 , I N _ _ ANCHOR 0 I/z" 04. � , � : � � :�, , �, !� I t � . � : I I I � : : � I � I p I I � , �, " � � f � 1 - j � �­..._�_�J _�__ i ­ � - � I I ___ � --- I - ,- ... - �__ R-liff ItH Fou PANFL§ SaAff." Et:Vff WALL MOUNTINGS e ......... �,i­"�`T �% ,, � - 14j/,, , SCALE 3/0-1- I§F�E&�V 14% , .* .... ,'I I . S 4 I , 3 No. 44167 I I FLORIDA BUILDING CODE �Non High Velocity Hurricom Zone) :' 1 * '. * .1 - —, - F.F. 1. INSTALLATION ARE ONLY VALIO FOR MAX, A.S.O. 1,z - ' 24 GAGE GALVANIZED STEEL STORM PA . Na OftwIR - R %. STATE OF ..: - . l­_ - , — ./w,cm, DESIGN P ESSURE RATINGS (p.s.f) AND PANEL ,- � ..% �'l 0 R ,_.� GLOOAL PROTECTION PRODUCrS, LLC. LENGTHS AS PER ELEVATION ON SHEET 12. % ...... -l", - /TILFEC0,01c, PAT- NEW CONSTRUCTION4 IONAI. - TILUT TEST016 * C"KUMN4 COMPANY 4am &ill. 61 rftu � 2. FOR WOOD FRAME WOOD I — _)t=__ I 01,411-1011 MEMBERS TO K SOUTHERN PINE No 2, W1 SPECIFIC 'AlNum"01* 4 �Iv - "I "a', alm r, =14 20-175 — )OAD-7il "A", M.Kill , . ---'r -- DENSITY OF 0,55 OR EDUAL �00061`110` ­ N,_ jj,Alj*gWj f,K---47F. ".: RE VAL/w,"noullika: RALTER A� Tun A.. PS - - - aml I ! i L­ SHUT id OF I. I I _1�­It a) (1) _c_- (/) ­0 — CU > (3) c- " 0 L_ 0) L- ca- C 0 -0 0 a) t- 0- M -0 L_ 0- . .7 = ..I..., 0 Im — U) a) =_ (1) -0 0 0 O.— C 0 = L_ 0- = L_ — (2) ;�: - = 0 0 . Co LL %4- 0 — > . U) (3) C/) L_ 5 cu L_ 0_ 1F - �_ cu -0 "o � - . c: — co C) - Ill rm� 4 z z w mi W5 --A _� / c%j \ iz �_ = to .2 -= :Z C-A a) 1= :0- LAJ ckz E �� c_-, . = c- = dcx , , �t It-, �z , .7- = — .= = :04 ...; = LA- Os- < .ug M C= - rn .= C-A _= W w �� -5 "' � �""` p :g 2-., - -.5 " = . ::` r=- = = z w 0 -cc W — cr_ w � ). � ,= L.) CM � :II, = = - cul . �m. = .T - .K......."""I"l U, CL - E a: u - 12 cn -6-0 L. a) a) a) -c- -4-0 4--i U) mml cu > c� 111111�1111111 L_ 0 C/) CDL CL < (1) -6-i 0 c: :3 -0 m 0 OL - 0 a) 0 " U) CIO " CC) :D uj 2i < :a z < _j 0- SHEET NO. SH 1.4I __1 +EZI/18, EZIW/18 AMC_ __(SEE SECTION E71 ALTEAMATIVE EZIW ON SREET IS)- 7 M1, Mi. (SEE I C9)(SEE NOTE 2) "C 2) NOTE -Tr-- - AIJimm). --pop RIVET LAST PANELQ TO 13E INSTALLED At EACH OPENING SHIAILI ALWAYS Of 71 GEAR HANDLE TO FACiLITATE N574ALLATRON IF INTENDED i TO BE INSTALLED FPOM INSIDE OF SMUCTURE L J IJ- r', or *L' I E-Z HANG STORM PANEL �­TF-,o TRACKS (ENO PANEL RIOR PAN (INT R P PANEL) (INTal-RIOR PANEL) (END PANEL) MAX, OP & BOTTOM %E� T S 21 3, 4 �fi NORS 2, 3� 4 12) ENO PANELS SIALL.AI_WT�11ECOINNECTED TO BOTTOM TRACR OTIOIVASt A STOP L BE PROYIDLED AT 70P OF SUCH P Is PANEL LENEYIJ PANC S. 47 7 A IF END PANELS ARE CONNECTED TO BOTTOM TWA, CONNECTION i A SHALL CONS:ST OF 1/4"9-20.3/4' M.S. W/ 7 `8'0.Z�/37' W,NC _n-TED PANELS W/ 1/- 2*, 1 NUT Or, ME, THUMBSCREW INTO Iwpim EZI-Tom VATS W/o 0 FA OVERLAP TRACK LOCATION OF FAET�INERS MAY BE AT OTHER OF TWO NE BECTA�;�S AS APPOrARaI EXTERIOR FLAT PEANNSES OF END PANEL. OF (4,1. IN CASE THAT END PANELS ARE NOT CONNECTED --0 BOTTOM -- 4�T 1 M;X -,W ((.a. A STOP SAR I$ MY USED AT TOP) AT LEAS' TWO K !-I Ti I' i i I E PAN tS SHALL 8Z CONNECTED `IC 90TTOM V14CK USING SPECS 44-4-4+4-1 k-,L14-_f-f[ 4 --il 04DICATED ON NOTE (3� ABOYE, N SUCH CASE, CONNECTION Of _J_JJ ___T_ PANELS 10 BOTTOM TRK% MAN OCCUR AT ANY PANEL LMATION. W-1 SEE NOTT 3, ... Lw I MA, "SEE stf t INSTALLATIONS ONLY VALID FOR I. noE i -I�bw/(10 -0 ANCHOR' SPEED UP 17. (SEE SE-ZTD, EZI & AlIERNATIVE EZIW ON BREET 18) *E21/18, EZIW/18 TYPICAL ELEYAIIQN FOR SERIES 2000 E-Z HANG STORM EANEL SYSTEM SCALE: Mi M MAX_ GAP, J1 SECTIO A -A FLORIDA BUILDIN10 CIDOE (Ron High Vetoccily Muir Ice" Zonal .2m *K 24 GAGE G)ILVANIZED STEEL $TORW PANEL o,44167 GLOBAL PROTECTION PRODUCTS, LLC. STATE 0 /T1 �LTECO,.. \ -,Kr rcs"M & oo-"Y [MAIL Ol 31". ORM ` " -175 1�,_ r,4�, 20 P,L, to, LS.� ;43 .0t17 fb_ DIX 'I'M, Tur It, ENGINEcRiNG ExPRE:ss-o PRODUCT EVALUATION REPORT September iS, 2020 Application Number MIMS, I - R2 EX Project Number 20-31543 Product Manufacturer Ail Amencon Shutters and Glass ManuftchurerAddress 150 Donna Road West Palm Beach. FL 33409 Product Name A Description: 24go Galvanized Steel Stoml Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report Is being issued in accordance With the requirements of the Florida Department Of Business and Professional Regulation (Florida Building Commission) Rule Chapter 13IG20-3 005, F.A.C., for statewide acceptance per Method lid). The product noted above has been asted andiou evaluated as summarized herein to show compliance with the Florida Building Code Seventh Edition (2020) and 1% for the purpose intended, at least equivalent to that required by the Code Re-waluall ; of this produot shall be required following perthwerd Flotids Building Code modifications or revisions. Substantiating Data: PRODUCT E"L.W ATION DOCUMENTS FX - dr&Mng #20-31543 litled '24gs Galvanized Steel Storm Panels (HVHZ & Non­HVI4Z)', sheets 1-5, prepared by Engineering Express, signed & seated by Frank Bemnardo. PE. is an Integral part of this Evaluation Repoll_ - MT REPORTS Unfliorm SWIG structural performance has been tested in accoularice With TAS 2D2 test slandard% per test tapottia) #BT-ASG-1 7-001 by Blackwattai Testing, Inc, Large missile impact resistance End cyclic loading Performance has been tested in accordance with TAS 2DI and TAS 203 teststandards per test report(s) #BT-ASG-17-001 by Blackwater Testing, Inc. . STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to quality the following design crilerfa� 1. Maximum Allowable Spans 2, Minimum Allowable Spans 3. Minimum Glass Separation 4. Anchor Spacing 160 SW 12111 AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEA A, ENGINEORINGE)IPRESS,COM ENGINEERING Palge2of'2 M Americant Shutters and Glass - 24ga Galvanized Steel Slonn Panels No 33% increase in allowable stress has been used In the design of this product. Separation from glazing Is not roquired far Installations outside of wind zone 4 and essential facillifies Impact Resistance: Large Impact Resistance has been demonstrated as evidenced In previously listed lost roport(s), slid Is amounted for in the engineering design Cliffs product. Wind Load Resistance This product has been designed to resist wind loads as indicated in the span schadulais) an the respective Product Evaluation Document (i.e. engineering drawing). Installation This product shall be Installed)n striat comptance with fit respective Product Evaluation Document (I a engineering drawing), along with all components noted ftreln� Product components shall be ofthe material Specified in that product's respective Product Evaluation Document (i.e. engineerino drawing). Limitations & Conditions of Usil USE of this product shall be in Build accordance with the respective Product Evaluation Document (i.e engineering drawing) as noted herein. Ali supporting host structures shall be designed to mist ail superimposed loads and shall be of a material listed In this product's respective anchor schedule. Host structure conditions which are not accounted fof In this product's respective anchor schedule shall be designed lot on a site -specific bast by a registered prolossional engineer. All components which are Permanently installed shall be protected against corrosion, contamination. and other such damage at all times. This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ). Respectfully, N&I, Frank Elennardo, PE ENGINEERING ExPREse firl'RX96549 I Cert Auth 9885 160 SW 12"1 AVENUE SUITE 106, DEERFIELO BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEA M @ENGLNSEFnnGExPRESs,cOm ENGINEER I MGExPREss,com --j- C- T N U"I".1 P. up, g. J T TI R, Ir�T Al I 'Ol I, g 6, to L :II V T1 J F-1 0; ­7 ­-FARA-U-T RoUlm"Ic ETRU,,wm I, T", 'e, L T ED 1,71AAA I VI`0 I' k�llpl PA" II-EF, 4 L &?LAI _T`rt�nl�ll Z r, -11 0111� ­­ LJ -v. 'E.-W L IAN Lu R4 < InsA F `b 7, [A OIK ;1­ 11­ T 20-31543 dt I PA" MUCRIPT10to I-L N' d INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL INIQ 20URED -CQNCREJE, ONCRETE ROCK AND WQOD STRUQJ920 POURED _7- RM OR CONCRETE BLOCK ANcHOR 0 12* cc, REQUIRED ps 1/4-0 TAFACON. TEX m YEN NEW -AI;Z ;WIDUD FROM ROM DGE OF E.D. 2. 4 1 1, N 6, -11 It 2 I W., it If-1,1PA, ON-i 1 1, 1 "IST, AL/tlo�#AUM GLASS-11 um POP I. POP C1, RNET a-WT w-a" MAY, MAX a, I PANEL LENGTH 4 PANEL LENGTH A, C1 11 1* too, 1, MIA, A/4'0-20.2, To GLASS. i C, THUMBSCREW 4 Ili 10 CLASS I OF "L* it -1/4'"0-200" C THUM NEW F_ ER 12. C71) 114 0 TAPCON ANCHOR 12 t/4-0 TAPCON 2.x4- WOOD ANCHORR 0 12' 0.6 --?TWOURED J-PLATE OR CONCRETE BLOCK RUOUIRED RZOUIRED, WALL MOUNTINQ WAU_XQMK= SECTION EZI ALTERNI m-Eaw SCALE 3/8-1" SCALE 3/8-1- ,UUHIJ Mot "il. E N FLORIDk BUILDING CODE (Non High Velqeffy Hurilcone Zone� PANEL LENGTH Z d .441 24 CAGE WANIZED STEEL STO6 1. INSTALLATION ARE ONLY VAUD FOR MAX. XS.D. DESIGN SHALL BE 2'-6' Z PRESSURE RATING +/- 40.0 p.sl, AND W-0' MAX ST EE r-TAG GLOBAL PROTECTION PRODUCTS, ULC, PANEL LENGTH. 0 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD GIVE. P, 3"1. MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0,55 OR EQUAL SKID �a or is I ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS CHVHZ & NON7HVHZ) WIDTH UNLIM= (PBRP TO PANEL SPAN) TOP VIOUNT (CONN- TYPE As REQ'D) BIECBOTIR DNS OPTIONALA" ,,-5QLTEWITH WINGI�S PIP CNER _ @ I APPROMATE RI MAY VIE AT ID TOP MOUNT L­ Ic N Ty JSFAN ABOV PE-\ ODSTR AS REqG) LICTI BOTTOM 1 'UNT CCON, '. AS REqul D (LDrATTON MAY VARY� 2 L BOMM MOUNT �Ca L­x SPAN BELOW TYPE AS REQ�-11) OBSTP.UCTION) PANELS MAY 1,1E OPTIONALY4�2DSJTTCH HnCHII�l B PROVIDED BC OLTS WITHMASHERED ANCHORSJ WINGNUTBi FASTENED @ SPANS AW% OVEREAFIS @ RDSFAA (USE NTABUE) VERTICAL MOUNT ELEVATION t-fN (NOTCHED PANELS) "'I I � ELEVAT TOM ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE, 24 GAUGE PANELS MINIMUM $TORV PANILL StPARATION HIONA GLASS [HVH2, WIND ZONE 4 & ESSENTMU FACJU TI MAXINCUM DESIGN ALLrWAALI INSTAIJAIN)MIMI INSTAUATIONS�GAEATEff PRLSSUR SPANU-1 r"ANN"ABOVErAADIE INAA13WABOVEGIMOI 435, Gav,,, E461. 130D N, 2.16AI 2T60, 16 Al 6 A 5 SPAN SCHEDULE NOTES: 1, ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOADS PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANIBL SPAN. SCOEOULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2- 'PARa FASTENBW ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING "TRUSIONS CF`-TRACk, STUDDED AAIGLE� ETC, 1, USE5,25' U,C, PANEL FASTENER SPACING TABLE VALUES FOP ALL'H`� AND'U',HEADER5 (INCLUDING BUILD DOT CONDITIONS) 3, LINEAR INTERPOLATION BETWEEN. LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. GLASS SEPARATION NOTES: I ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM, THE OPENING TO BE PROTECTED- 2- SCHEDULE is REQUIRING FOR USE MIN POSMVE WADS ONLY, I 4TERPOLATIO' .4 BETWEEN LOADS IS ACCIE"AbLE, OTHERWISE USE NEXT HIGHER LOAD I Pop INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE Of ESSENTIAL FkILETIES IN ASTM WIND ZONES 11HROUGS L -THE GLASS SEPARATION SCNEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THAE PROTECTED OPENING IS AEOUIRIED. CA 4. MAXIMUM ALLOWABLE A DESIGN PRESSURES: A DES'i IN DESIGNI ffN�OTE-D SCHEDULES, DESIGN NOTES: LE5 WIVE At F 11 ES� U L1_ �PAT`VF P TE 'D RM Mr. ETRD USE W, THT HIS SYST EX 54ALL P SEPARAIEENGINEEI MCI INACCOROANCE WITH THE NO GG61: _E E 'IRC F-Sor F R1111%. Jr ._"�NNE I AN 14APTE0, 'Pr UTN A 11114CE 09 THE I Go SHALL BE LESS 1-14AN OF , FWRIDA E$UJLDIMG CODE OgJUALE E FnVEESORSNE(E�)ATIVE D56IGN P IV UR ACIT V U TE HEREIN FORANY ASSEMBLY AS SHOWN. 12 GENERAL NOTES: 'A' 5;M il _1 I THt5SPECtFICArION HA3 SEEN OF516NEDANb 5HALLBE FAskICATED IN " - � SEEN USEDIN THE X IPVIOI MDT MEN � MIKED TESTED Tic N, ..AOT' LU LOY, 2: cr JPRA ICESBEYONDTHAJ` CGoT __S_B FRoM ADDITIONAL IGS TO THIS ­U MENT CATTONr IAM NI _I OF 4) LABEL VISIT ECALC.1013IM3 FIMT7­11- E��[,'.T­3 -M, Val GOWMAE MINIMUM ALLOWABLE SPAN SCHEMLE TOP MOUNT 1 1 V V Zr 24* 1& i E _1 11 Zr 111 24" ;Or 74� - V - 27 lusasa ;�� Zs` 2S 2r W W� sl� 11, _27 30, -3, 20. it- 33, -4 24" 24' 24" 3W AV SO' 29' Jr 24" AV XT 1F 'F1 1.,* 31' 501 S2` 20' SIT :2v, ST 31, 55, 8D9!l­­_.I - I - . I I I I- - 1. - . FF 1F Dviid NNINIA 24* 24" 2�1" 30' Ar I so, 2T 48, -14" 57 H.,W 1 1 AS 48" 30� -W T 7T 1 �cr IT- 1 3w 1 'v V211XM0NS.1t0PO`W`TO. UK T`14� 'I'm NOT" DIA&I, ­�.Af NO, 4�c ".t. MAEOMM W.FN NAN T.�T Mm�- k. Mn 'r,, �oft". "o A-�,A CON,,,- 174 F.� rl 'As"CME`6 .1 1, 51 - 6 �, 04 5 -IB- 'P.N (It SQ1. �MW`-. IK� -­ -VIMIIG 1-171- �- Il - �­- M L L'P ONAL INTEPIOR FASTENING DETAIL NWS. 1" 1`5 LAMM SIAQ� 01 �La. - IN.4,TMI ,-R-5 M gff]ON L _LGRESS PANEL DETAIL INTERIOR ;TE INC 1AE N , - SIDE �M- Mw, :7 'N s U_ vim A, A A., UJ -� .Del LU X: 8 G 41� 1­-2 M.- -2 250- 0.09 Q.125" ID GA� TYPI tP.17dIJ f� T M4" o', .052, 1� 062 :ti,01 .2 -42.00w TYP, _�Q.06z` � G" 2 ANd Wlz_�R to 4, S. so -12.500" PANEL COVE ff- 0- Sly' F7TT La UTTJ LM RA F,3150" MAY ITTT 11,CZ um� I I'll TYP TYP 0.957" -WT -I- TRAdK 'F' AN0TJF'- TBABN 0 �r Bha- �T 0 376" 16� HIS a -190.-4 Q LET" DMCCTT� m. I, ,c "F* NNOJJ� -VACK fl!)DIPA]rM 25* MAX. COMER, IXOSUR� DETML '�­25` MAY, MAX, -6 ELI 1111"DiNC 4 ,STAN 1.000' EMBED 3 E2(r I' U' ERLAP MAxX. AT 5017 T, NAN - It am MIN, -EMBED I MOVIO'CLOSTAIDIA11 ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS. PANEL FASTENERS at 12 5' O.C. IMMMIMMIMEM 9-rWo MIMI MIMMINIMINIMMMMIM111111�1MM EM Im rNE011 R/00/" N M 1=V1?1111)W,1111__ M , W, W 11 01 M _WWW/ I MIN KIM "911 /I'M 3JW' EDGE DISTANCE MA. ENT%M` ANCHOR FRE53011 TYPE (ESP) I- U­ 4�w ." Al 1. ­10 I'll, III - Conn Typt CZ U CA n CZ C3 C4 C1 C7 in �C4 33 4� 48 5Z 7� 121T' 16,C"Iso" 1001 115?': 160" D5.0" 7,5" IZ!7' 16.01, 6.7" 'Z�V' 16 0" 16o" &S� IZ5" TO.& IS." A' I-V' IC." 50� IZ.51 16.0116.01, 7-S" 1Z.5" 16.0' MT' 6X' 12.5" 36.0' 14,T� 150' Z51 %15' 36�yl _.." 1.60' 14.7� 6F 6.0, IaV. 1,5'. I.,Q ' �s ." 14,7" B.D' �4.7` &.' - 5" �?, 5- 1-" %+J" sc" 18-11" ­7" BX", ,�I, CR=, 33 I,.. tnm 41 48 It 12�57' 16.Q' 16.0' 10.1" IZ.5" 14.0" 1,11f �,D" 12,5!' MIT` i(ili - L2�5- 16.0" 1.41" 12.5" 16.0" 9.7', 5-6*, 12,5, E R 1�5: E2�5`, 16 Y� 0.0, O"V, 1Z,V1 5,6" 0.61, Bs" 9.6" 5444 " Izv, 1�11 12.51- 1119 'r 3, !�:2*a' �N` Iff.0" W IS, JBO' 9,*- VV'� I-Jf 35 TAPcAUF CF�1.HW 41 4e --matawAt, 5a 7a IZ51 11.0" 16101 tZ.5" 12�5" M0 IfV' LZ 160 13,3" 1 511 9�21' �WA A, 5 15o" I.L.4' IN, 16411 9AII W/o, 12J la"U. Pl� L-5 0.5': 'E". ­­ .V, si:1 ­­ �.V' ­­ I-` I 1:, I". 17.5- �1610' 91, .1!1 All NIINIBM- 4� ',AI,0D iiusmsl� 48 5Z ,,, 86-11 12- ­3 -.g - - - '310.1 5.3. 'L5, uLy- 12.5' 12,T' 4A" 4 1- 6.n- 12.4" 4Ar- MT' 154' 5.9" 6,25- 12.n 4Jr 410� 0.25" 32.3" 41" 4�1r' I S"_ I 4.2i. I- -` 41711 4a0fl 425" 12.1- 4.7- . 11� .251, 471� 0 -­' 12.3- 4,7'� 4V .ANCHOR NOTES: ANCHOR SCHEDULE APPLIES TO ALL PFIODUCT� CERTIFIED HEREIN, SUTONLY PROVIDES MAX UMALLOWABLEANCHURSPACINQ, IIIAXI MUM ALLOWAIIUE SPANS AND PRES50 RES INDICATED 1 N SPAN SCHEDULE SHALL APPLY. 3, "PANIELFASTEMERII" ARE STUDS USBP IN MNIUAL71ON WITH ALL MOUNTING EXTRI1810M ANGLE, ETC I USE E25" IDC PANEL FASTIENER�SFAONG TABLE VALUES MR A H -AND'U"-He,AOrR5 (INCLUDINGISUILDOUIT CONDITIONS) 4 ANCHCe(S SHkL BE INSTALLED IN ACCORDANCE WITH MANDEACTIAPPS,Re =MMENDATIONS, 51 HQLLOW15LOCK OS'r$TRWMReS,*LLCONFOPMTOA�-PTMC9QDWC]k, MENT SHALL BE AS NOTIEDIN ANCHOR SCHEOULL 7 MINIMUM EMBEDMENT A FINISHES e� CONCRETE ANCHORS NOTED HEREIN I SHALL BE EMBEDDED TO IJN-CRACRZ-D CONCRETE ONLY 9, WHERE EXISTING STRUCTURE is WOOD ERAMING, EXISTI NV CONDITIONS MAY VAqv� FIELD VERIFY THAT FA�TENERS ARE INTOADEQUAM WOW FRAMING MEMBERS, NOT PLYWOOD. FXSMING 70 PLYWOOD Is ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES, 10, WHERE ANCHORS FASTEN TO NARR09V FACE OF STUD FRAMING, %TENERSHALL BE LOCATED IN CENTER. OF NOMINAL 2' X 4- (MIN.) WOOD STUD (Y4" EDC E DISTANCE IS ACCEPTABL7 FOP, WOOD FRAMING), WOOD STUD SHALL BE ­WTHERN PINE" G-0,55 OR GRFATM DENSITY LAG SCREW ,SHALL PAVE PHILLIPS PAR HEAD OR HSX HEAD. 11 REMOVABLE ANCHORS -SE Lz� MACHINESCREWE ARE, DI PANELMATE, AU-40INTS SOLID 7&BRASSBUBIHING, . BHA, HAVE IP" MINIIIIIUM BNGAGEMENT OF -THREADS INTOTHE BASE ANCHOR AND KAY HAVE E17HEP A PAM HEAD, TRUS� HEAD, OR WAFER HEAD (SIDEWALIF BOLT) O.N.0 EMBEDMENT AND EDGE DIS`T�AJCE EXCLUDES STUCCO OROTHER WALL FINISHES, MATES ANr 02"AN" , _HORCONDJEJOINS A 14 ST. is * DIRECT MOUNTING CONDITIONS. 18 UNEARINTERPOLATPON 15 NOT PFIRMETTrD FOR USE WITH THE ANCHOR SCHEDULES LISTMI�IN THIS SHEET. I 214 "OLAU1 2 .0 Z U, ig Al L-i Q) U) -CD > 0 a) (3) CL 0 0 L_ C 'En CU -0 0- a) :t-. t-- a) CU 0 u -cu -0 -= Cn = 0 L_ 2 = M 0 .0 4- CIO 0 CU > (n .- Cn -0 Cn E 0 02 C�L f- CU -0 .4-0 co C= I'm C-4 Z Z MJ LU to L; 4L.2 C-7 co CN LL. >< Ln In C�J C= CN GO, ca Cu, CIL Cn _4__J U) CIO 0 21 N Cf) CIO M UJ Z SHEET NO. SH 1.5.