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HomeMy WebLinkAbout36300 Garden Wall Way:t 0 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 LINTEL PLAN & DETAILS ABBREVIATIONS SN STRUCTURALNOTES AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air0�0 SN1 DETAILS ABV or Abv. Above FLR or Fir. Floor RAID or Red. Radius AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAG or Rag. Return Air Grill S3 DETAILS ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed S4 DETAILS AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU or A.H.U. ALTorALT. BC Air Handler Unit Alternate Base Cabinet FIR DR French Door FRT Front FT or Ft. Foot/ Feet REF or Ref. REINF READ or Req'd. Refrigerator Reinforcing Required S5 - S6M DETAILS - ------ DETAILS __--_- BF Bifold Door FTG or Ftg. Footing RM or Rm. Room ST STAIR DETAILS BK SH or Bk Sh Bookshelf FXD GL Fixed Glass RND or Rnd, Round - - -- - BLK or BLK. Block GALV or Galy. Galvanized RO or R.O. Rough Opening SS RETROFIT DETAILS BLW or BLW, Below GC or G.C. General Contractor RS, R/S, R/SH or R&S Rod and Shelf F D1 SECTIONS & DETAILS BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter SC Solid Core ----- - -- -- - ---- - --- BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector D2 SECTIONS & DETAILS BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door Wp WATERPROOFING DETAILS WATERPROOFING BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves _. C Carpet HC Hollow Core SHT Sheet PA1.0 PRODUCT APPROVAL NUMBERS CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower \ PA1.1 - - PRODUCT APPROVAL NUMBERS CIR or Cir. Circle HGT or Hgt. Height SL or S.L. Side Lights l / / ! \ \ CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications - - - - - - - PA1.2 PRODUCT APPROVAL NUMBERS CLG or Clg. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir --- SH10 --- HURRICANE SHUTTER PRODUCT APPROVAL - - -- - - - - - - C CMU Concrete Masonry Unit HS Hard Surface (flooring) SQ FT or SF or S.F. Square Foot (feet) . COFF orCoff. Coffered or Tray Ceiling ILO In Lieu Of SQ orSq. Square _ _ SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL COL or Col. Column INSUL or Insul. Insulation STO Storage --- ------ --- - ---------------- - - -- COMMorComm. Community INTorInt. Interior SW or S.W. Shear Wall SH1 2 HURRICANE SHUTTER PRODUCT APPROVAL COMP or Comp. Compressor KIWALL or K/Well Kneewall SYP or S.Y.P. Southern Yellow Pine SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL CONN or CONN, Connection KS or K.S. Knee Space TB Towel Bar CONTorCont. Continuous LAUNorLaun. Laundry TEMP or Temp. Tempered O 00 DOa00000 ��� SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL CT Casement LF orO.B.. TOB Thicken SH SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL -" "- - HURRICANE - "- - - L or CT or C.T. Ceramic Tile o L.F.LLavatory LF or L. Linear ft. TOB or T.O.B. o Top of Block I , I D or D. DB Dryer Door Bell LL Lintel Length Laundry Tub TOM or T.O.M. TOP or T.O.P. Top of Masonry Top of Plate E]EIE] E]EH-1 DBL or Dbl. Double M AS or Mas. Masonry TP Toilet Paper Holder DCF DEC or Dec. DED or Ded. Decorative Cementitious Finish Decorative Dedicated (outlet) MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer TR TRANS WOW or Trans. TYP or Typ. Towel Ring Transom Window Typical F-1 El F-1 F-1 El E] 1::1 � - -- - - - -- - - - DIA or Dia. Diameter MGT Management (room) UC or u.c. Under Counter ' , -- -- -"- DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting _ DIST or Dist Distance MIR or Mir. Mirror UNO or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish ML or M.L. Microlam V or v. Valve (shower or tub/shower) -- - -- - - DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MW or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V.L. Versalam - - -- - - DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof / Exterior DWorD.W. Dishwasher OPNGorOpn'g. Opening Worw Washer MEAN ROOF 15 FT, HIGH TYPICAL EA or Ea. Each OPT or Opt. Optional W/orw/ With ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor FOR SINGLE STORY HOMES ELEV or Elev. Elevation PED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood MEAN ROOF 30 FT. HIGH TYPICAL EWor E.W. Each Way PKT or Pkt. Pocket (Door) WDWHDR orWDW. HDR. Window Header FOR 2 STORY HOMES EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXTorExt. Exterior PLF Pounds per linear foot WC or W.I.C. Walk-in Closet THIS DRAWING AND DESIGN IS VALID FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FOR 12 MONTHS AFTER THE DATE IT FDNorFdn. Foundation PLT HT or Pit. Ht. Plate Height WP WaterProof(ing) IS SIGNED AND SEALED OR WHILE FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener CURRENT CODE IS VALID FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PWorP.W. Pre -win; CODE REFERENCES ARE SUMMARIES FIN FLR or FF or Fin. Fir. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. PLAN REVISIONS DATE VERSION DESCRIPTION Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these 08/23/12 1.00 NEW BASE PLAN 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 07/30/ 1 5 1.1 2015 NEW CODE UPDATE 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 05/09/18 2.0 FBC 2017 CODE UPDATES 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 12/19/20 3.0 FBC 2020 CODE UPDATES Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and 2074 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. try �cs a .4 ci- -D ,:"i tz R®. a ...r c+r -1 �., tlg CL, y9 �1a f Ilia "Im. CV (v N `IS1, o e L _E_yq� ,'�0.� v�C) N •Pao LS r P750• -• w A, � /•'•a 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 Engineer's signature and seal. Vill W a v E p N N � N � ci 0 N � oroc ��xc DLO - N - N - �Mva a a LL ti a tZ t7 Z z0o carn O s ro d o Cc, Oi o = ro N (_O 0] J Q Z LLW w N M Z O F Z U O U 000 0 0 z M CO N J — n M Q) CJ o � M M U �O �V) LU g N ws C6 t- C) C W J .,, 1--- _ E 8 m l z 2 �i 23 ¢ OD Y N M F o JZ w QD M Jvi ¢ Z 4 U_ , E M- o E U CU Z a oo W z N <� Z o o a �-� Uo U o E co O< a O< &¢ ,� w a w Z =W �t rn ra0< c0,Z �oW� m o° m J m <� ¢ w �z 5Z r� a � m °M W LL ;o d �F ¢ > O zW I¢TU O o� 0 C C)i > M N L.L^ O� 01 o c 0 ^, W s... CYO :3 O 3: (0 Y — C) 0 U) mco N C LO O TOd' cc C) O N LO N Q T— n E coM N z ro CN �; c� o U J Q p J JOB NO : 23-00502 SCALE : AS NOTED SHEET NO. C S I KITCHEN MIRROR o / co 0 M KITCHEN O. BATH BATHROOM 2 INTERIOR DETAILS, NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2" LESS THAN CABINETS BELOW _ 'I` -- MIRROR VARIES / 24" TOWEL BAR w ON WALL ABOVE TOILET TOWEL BAR ON BATHROOM WALL MEDICINE o 1 CABINET TOILET PAPER I HOLDER ear p:E 02 LL �9 O% cV M� Cl) p (V SHWR. SHWR. CURTAIN HEAD ROD g TOWEL BAR IN a TUB OR SHWR. rr w a F SHWR. VALVES = '0 cm to J o DISH 'n o O M TUB DOUBLE RODS 42" H UPPER CABINETS - 36" H UPPER CABINETS - 30" H UPPER CABINETS - OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED CABINETS- 0 COUNTERTOP 30" H BASE 4 i" CABINETS - LL lIN 0 LID in 0. O 2x L9 e6 FRAMING- 1/2" GYP r BOARD - - - SINGLE ROD II 1 12" FOR PANTRY 0 (V I 00 0 BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING vvISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS_ SCALE: 1/4" = 1'-0" 1'-4"X1'-4" "L" SHAPE CMU COLUMN A 0 CV (V 50 r T TYP. @ 2 STORY.SEE JJ/S6 @ STEMWALL 1'-4"X1'-4" "L" -� SHAPE CMU COLUMN ?5,_n„ 13'-0" 12'-0" 1 V-8" T-9" 8'-3" EAJD, HB Op ■ 35�-S/H ■ ----- ----------------- I LANAI NOOK OOK F-0" FLAT CLG. AFF - 8'-8" FLAT CLG` I TILE v 12'-4" I 6068 SGD II I III � 1 I I.. I I 1 It �- �4- I' I �o- --w1 1 0 - _ r IFo-z FAMILY �. I --�UW)._ _ 8'-8" FLAT CLG. - CARPET I �I --- -.o ..._ I ■ 3„I 2'111 " - _- 1T-cH -` -- _8'-8" FLAT CLG. ` 2468� = TILE '-0; IN FLOOR G.T. - _......_.'I LO - -- REF. t\ 16 _.. 5'-74" 15 _ 13 _ DINING (3) 2x4 #2 SPF 12 - ■ STUDS w/ (3) 16d GG 8'-8" FLAT CLG. CARPET NAILS @ BASE oo S3 11 - - TYP 10 42" H 1/2 WALL 3, 3„ 4_24 g OR RAILING PER - SPECS FLOOR G.T. 8 -- --- 7 6 -- STUDS w/ (3) 16d I ■ NAILS @ BASE _ Ir UP =_ N p OI - _ 1 2 3 4 5 406$ PWDR ARCH - � GG -- 3 2x4 #2 SPF -_ _ I � 8'-8" FLAT CLG. (0� _ _--- 2�s - 83 W 1 - - DS w/ HTT16-i L _ TILE - AT BASE FOYER 8'-8" FLAT CLG rP ! 1 __ -- -- PE K o - Q } - i LAUN 8'-8" FLAT CLG. I� D. -_ _ -- TILE --4 S4 TILE - I I I I I I I I I i l 1 1 1 t l 1 - 6'7a 4'-0 7�-2a 0" 1 T-10" - EDGE OF SLAB 2" BUILDER TO PROVIDE APPLIANCE (1) - - _N _� BEYOND WALL PROTECTION WHEN I 00 - NOTE: FINISHED WALLS REQUIRED PER FBC I o I TO BE FLUSH. FIELD --VERIFY. G.T. 8'-8"CLG. A.F.F. 1 O I ------------------------------ 8'-0" CLG. A.F.F. ENTRY _ o z 8'-0" FLAT CLG. AF P54 x`�i'= Q d ------ GARAGE �A��--___-J_ 0 co W U N TYP. @ SINGLE W > w 1'-4" 4'-4" STORY (SEE AA/S3 FOR A STEM OPT.)- S3 I I - - - - - - - I I I I I I I K I I I I TYP. @ S4 I I Q GARAGE I I 16070 OVERHEAD DOOR 16'-0" 19'-4" 5'-8" 25'-0" EXTERIOR WALL W/2x4 WALL PAD OUT HANSON BOX @ 36" A.F.F. DRYER VTE -----PLUMBING LINE TO SECOND FLOOR --WIRE SHELF @ +54" A. F. F. O� O� w w ♦- (] W J m OLL 0 DUI= >0 U 50 ir 60 S HB 0 N CD 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 WI 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 �E +26.6 / -29.1 OF +26.6 / -33.5 �G SEE SIN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 182X252 S.H. 13 20X38g 182X37d S.H. 14 20X50g 182X50 S.H. 15 20X63 182X622 S.H. 16 20X72 182X712 S.H. 1 H2 27 1/4 X 26 26 X 25 2 S.H. 1H3 271/4X383 26x374 S.H. 1H4 274X501 26x50 S.H. 1 H5 2714 X 63 26 X 62 1/2 S.H. 1H6 274X72 26X711/2 S.H. 22 37 J X 26 36 2 X 25 1/2 S.H. 23 37 J X 38 $ 36 2 X 37 3/4 S.H. 24 37 J X 50 $ 36 2 X 50 S.H. 25 37 a X 63 36 2 X 62 1/2 S.H. 26 37 a X 72 36 2 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 732 WIDE S.H. 32 54 X 26 52 2 X 25 2 S.H. 33 54 X 38 a 52 2 X 37 a S.H. 34 54 X 50,5 52 2 X 50 S.H. 35 54 X 63 52 2 X 62 2 S.H. 36 54 X 72 52 2 X 71 2 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 112" 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. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) FIRST FLOOR PLAN - ELEV-A 4 c1a cam, CD 4; 0.01 eat 2 a C-A �+ In 3.`�' u m ais � M N O N N i n 't:�B69♦ p • - C+'.l s Ll.iY ay 73t �.. �g1i'l To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N Q EE o OO M 8 N �V v � o 0 �' CO 0) 0 4 LU aiMv 3 w o a-- -1 LL I Y & u- z C103 o 6rn Z@ O O 2 ca Cr O ,-- :p ? o Q 5 .F CV C9 mIL W ¢ m W Z ILJ o d N 04 M z U O F z OU Q[]❑ Z W z N M o o z � N z � � N N M W (D o c � N U >LnL/) 0 w o c w m Ri �_ E ml:... y U ZIP•.. U o N C ¢ m -® N IIII, o w � M M A O SS2 Z Q � LL cd E zo �o > S Z aN >� O U oLL z0 F� _ E 40 � U ¢ ¢ � o U O a {� L az `o X� ww 6� U2. m 2 o0 z J 15 �� W �w U3 3 -z �w $ <o oLL �G S�J 1< ° 0 O > C� O Ca 0 a� i M (Ico CN O � Cr C Y co O M m N C LO �.� -1--1 f0 M O O N <C o ^ T ai ca M N M o z z E CV vi iu cu 4 E o U J a w Q 0 03 0 J JOB NO: 23-00502 SCALE : AS NOTED SHEET NO. 1.1 at• a�auaaat.r u.aaaaaaat• nau-�, l..1Y1111LWYL.�11Y,� c'> 42" KNEE WALL WITH 1x8 CAP & CASING OR 36" RAILING 36" H. CONT. GRASPABLE RAILING 3/4" PLYWOOD DECKING 16 13_ __- PRE-ENG FLOOR -- TRUSS 12 _,- 1x TREAD (TYP.) 10 M�� 1 8 2x4 THRUST 1x RISERS (TYP.) ✓' 7 BLOCK r - r /. 6- STRINGERS r- 42" KNEE WALL WITH ( 5 1x8 CAP & CASING OR 4 36" 3/4" PLYWOOD RAILING / 3 DECKING 2x6 LANDING 2x4 THRUST 2 BLOCK 1 2x4 FRAMING TYP. STAIR SECTION SCALE: 1/4" = 1'-0" TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 7314 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: VVinder 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. VUnder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be 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 treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. � SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUDS R @ END OF LANDING BELOW HDR. BEAM STANDARD (3) 2x1 STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM 0 LANDING FRAMINC (2) 2x HDR. REQ'D @ ENE LANDING FOF STRINGERS 7 CONNECT TC PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO._ SCALE: N.T.S. 9'-0" MAX LANDING LENGTH 3/4" PLYWOOD DECKING -2x6 LANDING 2x4 FRAMING SIN rG-IN CONT. HANDRAIL RETURN TO WALL DETAIL B SCALE: NTS 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR EXTERIOR WALLS -� I I I I I I I I I I I I I I I I I I I I L---------------------------------------i REVISION NOTES 12/17/2009: 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE-FAB. BASE. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET 7, ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40' PRODUCT LINE - MIN. 48" x 64" 50' PRODUCT LINE - MIN. 48" x 76" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required *VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED-EXPOSURE"C" 0 +29.7 / -32.2 +29.7 / -39.7 +28.3 / -30.8 �D +28.3 / -37.0 �E +26.6 / -29.1 �F +26.6 / -33.5 �G SEE SN SHEET �H SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18'X X 251 S.H. 13 20 X 38' 18 I X 37 iq S.H. 14 20X50, 18' X 50 S.H. 15 20 X 63 18 � X 62 S.H. 16 20 X 72 18 21X 71' S.H. 1H2 271/4X26 26X25 S.H. 1H3 271/4X383, 26x374 S.H. 1 H4 2714 X 50 i 26 x 50 S.H. 1H5 27JX63 26X621/2 S.H. 1H6 274X72 26X711/2 S.H. 22 37 a X 26 36 12 X 25 1/2 S. H. 23 37 a X 38 s 36 2 X 37 3/4 S.H. 24 37 J X 50' 36 2 X 50 S.H. 25 37 a X 63 36 z X 62 1/2 S.H. 26 37 a X 72 361 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 7312 WIDE S.H. 32 54 X 26 52 2' X 25 � S.H. 33 54 X 38 a 522' X 37 a S.H. 34 54 X 50 s 52 2'X 50 S.H. 35 54 X 63 521 X 621 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. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot- Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. I TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED SECOND FLOOR PLAN - ELEV-A SCALE: X"=V-0" c _." - esn m c- ,to CC go r:J a- •dPJ - 9 a� cc z�ZE G: X-1 J M N O N ti N Cn N0 PE = 50 1 ,2' 0 tAl r t .- % To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E O M U N_ -, 4 O N p N O 0) � 4k # 0 •� W) OD N IJy �NNn �� LL w a 0 a ia 4 0_ IC1133 L i. C9 Z Z o� � o O r'ov O ❑ o K O t5'FNr comw¢ W 0 e z W Z IL 021-rn a Ce) Z U O F NIL Z OU ❑El❑ W V M z N M �o � N U) N - �Q) w 0 � w o � w ._ C) m'...., w m r- pE L z ! �1 V O N m Q M y w 2 Z E O �o o� z� z® oa R 00 o E CO O¢ as 0w &z WZ o W Z y N c ao 0< NV mo OE ZF m z aw a< g 2 go cn a �Z <a o cl- Hw yo a0 H 0Z U �i 0 O = > ('7 �' of CD nY 0 i CM co CN .-. O (0 Y - co U) m N c LO O '0 cqzto cB M O O LO N Q C r ('') N M o Z CU z E N ,n c fu E o U a m � a JOB NO : 23-00502 SCALE : AS NOTED SHEET NO. 1.2 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 5 12 EXTERIORPLASTER 1/2 33 SH I ucw FLASHING I ON FRAME SHUTTER DETAIL '� 12 12 5�i TJ TEXTURED -0 CEMENTITIOUS FINISH ON CMU n n SCORED STUCCO BANDS 25 SH 25 SH 2NDI — — — — — — — — — — — — — — -- — ---T.O.M. ----- — ------------ — —T.O.M. (a) GAR — — — — CJ / WEEP / ENTRY SCORED � u STUCCO BANDS El El El El E]El Q ib El D EEl El ZZ—J FIN.-FLR. 16070 OVERHEAD DO FRONT ELEVATION - ELEV-A FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS - — — — — — — — — — — — — — — — — — — — — — — — FLASHING - - - - - ---------------------------------------------- -- -- - CJ / WEEP TEXTURED CEMENTITIOUS FINISH ON CMU ------T-- v F, 35 SH — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — t-= 6" SCORED STUCCO BANDS SILL DETAIL SCALE: 3/4" = V-0" SCORED STUCCO BANDS HEAD DETAIL SCALE: 3/4" = V-0" SCORED S 1 U%_kl BAND y 1'-6" DECO SHUTTER. SCALE: 3/4" = 1'-0" 2ND F •'� — r- ------ ----- — ----- --- T.O.M. -------------- — ----- T.O.M. GAR /ENTRY HDR. HGT., SCORED STUCCO o 00 BANDS eo O° --L—J----------------------I---FIN. FLR. LEFT ELEVATION - ELEV-A_ General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTORMUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 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 manufacturers recommendations. REV. 09.24.21 rri 0 U-) CL CL_ � v ,> a+L7 9 �v'yr QSF 'rev M N 0 N 101 �. Ilk OF 'ems:;," �. IkIN To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q E O M 8 NCo V (0 O J G 7 In o? n u) F- I-- u- vi a Qj co V 'r W d =� 3j o J W W Z Z CLN O 2 rn t m `t o o555 rt 0 W p ' ��� m m rn ¢ - z Z Z ILo rro W N Cl)Z U UA H �' o Z o00 W M .C- z N M o � z z o a a N N z IICZ C�} o 4-) (>3 C w 1 U 0 u, N �N .3 U �I r— J EE zIf L 8 = L N U o r_ Cl) w® e Q N o o � w � LL Z Z. y > N Z p 1= p E U " z " 0a �U CC Q E co d < = 0 < ru m I— < S W Z c� a c o o° Z m N m Q W �Z 3 3° sony 0a a W. m <Q o Cn ;o a= Z�a ° c O 0 > (Y) rn m CU 0 s— M D ,...� Q CT Y O U) m N c Lo CID M 0 �r O O O LO O Q ,— m m M N o z z E E N M N Ef 4 U Q p JOB NO: 23-00502 SCALE : AS NOTED SHEET NO. 2.1 EXTERIOR PLASTER ON FRAME 12 5� (2) 25 SH 4' OFFRI_DGE_VENT® FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS T.O.P pia 1/2 33 SH 50 ------1------------------------J------------------------I--- 2ND FIN. FLR. TEXTURED CEMENTITIOUS FINISH ON CMU T.O.M. T.O.M. Ca GAR./ EN HDR. HG- 00 00 o 00 5 Fo FIN. FLR. CJ / WEEP v 35 SH -----]--1--� Fi REAR ELEVATION - ELEV-A SCALE: 1/4" = V-0" M =rlf-1 AOn CLJIkIfIl M IAIOTAI I =n AO ocn RIOR TER ON 1E 'URED =_NTITIOUS H ON CMU RIGHT ELEVATION - ELEV-A SCALE: 1/4" =1'-0 General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. r Lovering 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" Q.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 2J9- �� rr? BS3 M CV 0 N ti N co 0 Py�enic LE!V�� U ' K T- F � 0 aq+i4 3im'aSfi�; 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 Q o O M$ N W v r N O ® j LO W N. LJL fA fA NN0 a w o a Z ch v w J�� a Z � o 0 @ c L W 'I U 0 O0 t ..-. O W � rn z Z co o o w N Cl)Z y H U U O �Q� Z W N M O P z o a N M v0 4 UJ � U �� G S U c L=- J L U of zl� 0 N 0 a w co M J Z� � z � IL. `u E z a Z o E U Fz Z Da e� ra o 57< Uo U O E K F < Ka � ra �z wZ � Oo 0 0 m —� 1 <w g Z 3 R 0 go a w o wa r a yT c> a M 03: 2 Q 0 > M m m 0 W L M co 04 0 3 4 Cr Y _ co O U) m CN C L j �.� O -2 CM 0 h O O LO O N 1"— t� M m N o z z E N (n M iv a U C 4) � Q p JOB NO: 23-00502 SCALE : AS NOTED SHEET NO. 2.2 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/200A INDOOR PANEL CENTER #14 to lights & outlets NEMA 1 10 #12 to appliances and GFI 150 AMP/ 200 AMP 10 #10t0WH 10 #8 to Range 10 #6 to HVAC MAIN ^ 150=2/0 200=4/0 in 2" Conduit 200 amp 150 amp =r UNDERGROUND Disconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING #4GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All 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 FqT DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH _"4. FOUR-WAY SWITCH $R RHEOSTAT SWITCH M CEILING MOUNTED LIGHT FIXTURE 0 HI -HAT - TO BE SURFACE MOUNTED ON J-BOX I--O WALL MOUNTED LIGHT FIXTURE © RECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION MD ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) [B]o PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) e USB TELEPHONE/USB (OPTIONAL) 3" 1.5" VTR `Ij \ I I III 3" VTR I � � <�\ �I I I SWITCH DISP( 'A" \/TR PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER C DEDICATED RECEPTACLE FOR ICROWAVE RANGE HOOD PER SPECS I ! I I 1'ENTR�P DB &GFI TO I GFI BE ALIGNED — — — — — — — VERTICALL I I A/C PAD GFI WID DISC. DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS O� X w w �o W Z J �0m IX 0 F >o TV TELEVISION (OPTIONAL) `.. - = Z� A—) TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. _ w REF — -- COACH LIGHTS COACH LIGHTS / OR E AS E OR IAS O THERMOSTAT 17�v---- \ \ / PER SPECSPER SPECS �r ELECTRIC METER s. - ELECTRIC PANEL DISCONNECT SWITCH L 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 SPEC 3 & 4 KITCHEN FIRST FLOOR ELECTRICAL PLAN — ELEV—A SCALE: %4'=1'-0" ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. I I I I L — — — — — — — — — — I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —i SECOND FLOOR ELECTRICAL PLAN ELEV—A cr^ �a i� r a u.i 40 au ca ap <. nx : is W ' irw ies of M 0 (V ti CV M 0 y a, _^ •d�A �: =il ti�iiS�°� 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 d EE O MO a 3 N W V r C U N O00 tli cq N C Ji w a ii NA ajmv � w C J a Y U LL � LL U) J '0 0 y. ® C N V 0 Y p 19 t6rO W 4 W p � Q m W (4) °� .1J I— w 6 o 0 N M IL iQ ❑ U w" Vim 0 ii ❑ ❑ W V M .N- inn Z N M a o z z o — N Llrwmq ^ I1 `z`nn D —1 I--+ w m O —� w o N o= �N (� o— in U W j f— — Eo — � z U _ � N f`•. U a N W m C- o w w J o 3 Z tL. Zo g K >� Z Q Q U wz Z oa H (O �o X 0o O E U a O 0 Z ¢Z o Z WW C c <COf° 0, Z0 Zm m .0 .o aW Q o s Z Z g o manCn �LL az �W Qo �� o C7 d' wY 0�cT0U �o dF 3 0 O i O m o c� M CD co Cr Y O U) m N Ln f6 C) O .iJ O LO O N a C T M w Ch N co o Z M a U ° < p _j JOB NO : 23-00502 SCALE : AS NOTED SHEET NO. 3 �w■�wl■�IUI�I�Yr !■�uWILIdLU11�6W� 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 8Q. IN. of vent ed ted IN. of of ventilation toSQ. IN. of IN. of Ventilators ventilation soffit ventilation vented be provided tilation Ventilation Venn e (See (SElev) 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 EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN - ELEV-A SCALE: Y4"=1'-0" 0 ca ' o L; C„ sc ra e i r±' ass Q�r"Q"% W E C ax fCt 3: .T if iU r5 M CV O CV 1L F, UTA-'E 0 r yeti 'f'`i'3Ci9"s3g2 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q `t E N O N 8 N r 0 N Q C13N fgti�a w � MC)� w a a N 5- L.L z J Z +� fi. �' L @ 0C? - W Y p O .� W Z LL LL j N CO O7 J Q Co (0 T � w N M Z U G H z Z O U []El❑ W V M V � N M � O W NN O Q Q r u / � (� O V O U_ 4-1 LU a 'm U 0^^ tL !! 11 Lu Cr [y N C 1 1 t F- � 0 N O �® O C.0 M M J J z O w Z Z 4 LL Q p U zo w° z zo z® 0 d F� f0 Mo ao CL O E co ~O wz 05 wz .O1✓ i g can C N J ao 3a �o m0 o¢ rz S ¢" �z c go mo 000c �z W ' 0 o w� 'o 212E o 0 � O > M rr O V rn `m c9 M co C%4 Q U a O r1 L.L 0 CN m C LO IlItt 1 to M C) O.� CDc) N Q o r M M N i6 m o Z CU z E N aca F. E U ¢ p JOB NO : 23-00502 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. 7 7l 1 /8" SAWCUT x 1 /4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN Iw z W J fn CL CONTROL JOINT DETAIL c( (', 19--n;, 1 V-8" 3'-5" 5'-2" T-5" 2'-6" x 2'-6" x 1'-0" w/ (3) #5's E.W. TYP. @ L PORCHY AC PAD r ---- ---- — — ■ ■ ■f I I ■ O W' INDICATES FILLED C LL — I �97.44 aO T I w/3000 PSI CONC. GT LIT 50 I r I FROM FTR. TO BEAM w/ (1) #5 b I Iv ■ REBAR VERT. ABOVE: SLAB. I I h 00 5-10" 6'-10" 4" I TYPICAL @ ALL PLA ES SHOWN. HOOKED FIG _ DOWELSw/ 17" EMB DMENT I I I q w/ 25" EXT. ABOVE S B. GRADE 40 STEEL C.J.l ■ ■ ■ ■ — — I HVAC CHAERE 00 ■ (PROVIDE — 3'-1" BASED ON 1 112" IRECESS FOR SGD M LOCATION o IREFER TO MASONS S3 ;0 I (� 97.77 -� I I ( io (SCOPE FOR WIDTH, ■ III ■ I I I o EO p F-OI I C.J. F —1 I I I ■ L A S6 TYP. @ I I I TWO LO 3-8y8 I 3Y2' MIN. 3000psi CONIC. 4'-1" STORY SLAB FOR HERNANDO COUNTY ONLY, V2' MIN d ■ ( 2500psi CONC. SLAB OVER 6 MIL VISQUEEN OPT.REF. III ■ I VAPOR BARRIER — 1 I I� d TYP GG I S3 — — _ C.J. _ ■ l i III o (V � LO ill o I NO I 1 I ■ ■ I � �� II NF — — --- L ■ — — — PLUMBING 97.77 ALI STACK C.J. _ `t 2' 2'-6" x -6" x _ 3'-O" 13'-1" 1'-0" w/ (3) STUB UP #5's E.W. I TO 2ND LI FLOOR -- ---- --- FOR A/C — —s' S3 97.48 w S3 I ■ I ■ ■ ■ 9" I 17 9" I wz 0 Of o Zo J I w Q9 11'-6' 3'-11" -1 zw 0 z I > m I PROVIDE 1/2" X 9 ■ 1/2" RECESS FOR ¢ a �■ UO �97.44_ FRONT DOOR a TOP OF CONC./ PAVER TO J I - O M I BE 4" BELOW FIN. FLR. >W f 2'-6" x 2'-6" x � 1'-4' n 4'4 r C.J. 1'-O" w/ (3) I — — — — I OP #5's E.W. L ;t s3 I TYP. @ ■ I I ■ r ENTRY W o I A I, s3 1 c4 i 95.48 i TYP. @ SINGLE o 9 J I STORY Q I I (2) #5 VERTS w/in S3 (2) #5 VERTS w/in I HB FILLED CELL FILLED CELL - - — — — — — — — i>7 16'-0" V-8" 19'-4" 5'-8" z 0 Q 0 z D 0 W 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 MONO FOUNDATION - ELEV-A SCALE: Y4"=V-0" C N ti > ' c cc' c -�QM cam. C`4 CU y E � �en a� cM N O N N M O 1/ ' °•.� i' ia 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 An Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q �FSO O N U N CN Q 7 �N N LL LL N Lij �mv� u' o_ a 4 n w z * 103 JLLLL Z (o Cc,0 r i@8 co, 7 :-(0 N CO co J Q ME W 1���m LL7' J 10 LO N Z Q UT Cl) N U)i-- O U ❑13❑ Z W QD z N in O � Z W QNN O Q Q E3 N (D 0 o LLJ OL11 N 0 � Oft �V) U) Moab, c tJ QQEfill U i =� (� oo " N Y Q W) O� r< � J w cn M J � G p� z z Q W E ca n- O E U zo oo z >N aN z oa — 0o E rm �¢ <� o< wZ cn `= Y o� mo lox m J �m <w ¢� 8 �z g c`gn rc a z z m — ti! T� J� 5 Mj o M v- w z�<w- C0 " Ho 3 0 O y >M Orn m L (1Y) co CIO CN Y cc Q U) 0 N O .E 19t�Q co M Q 00 N N CY) ,— ai M C+7 N o Z ca z E N C m a v a a JOB NO: 23-00502 SCALE : AS NOTED SHEET NO. 5 TYP. @ 1 CORNERS p2 C �7 O n M 00 LO 2 V V C- E v— W E 0 z c i a n 0 N D V 14 V 4 0 i 3 V N n 0 r jj CD 0 0 n 13'-0" 2 D2 FT3GE 12'-0" 0 L` @ 24" A O.C. MIN. 0 ILL S6 TYP. @ 2 STORY, SEE JJ/S6 @ STEMWALL FT7G FT6 1 7q TYP. 1 LL LO BRG. WAL 0r... 0 D L1 0 N r FT8G FT11 1 -1 U_ FT11 —r FT13GE BRG. WALL J S6 LL TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL U A (2) 22 -0(2) FT9 D1 CJ3B CJ113 9 D1 Di FG3 D1 �- A TYP. U.N.O. 03 m co U U Cl) m A S3 TYP. @ 1 STORY (SEE AA/S3 FOR STEM OPT.) 5'-8" 134GE GINEERED PER ASCE 7-16 OF GN LE RSH ENCLADDING WINDFPR PRESSURES AND OSUCTIONS FOR MEAN BROOF OHEIOGHT5T 5 ftND WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) O VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49,57 -49.57 -49.57 10 GABLE -38.22 -38.22 1 -60.99 -60.99 1 -60.99 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 7/6" EXP. 1 (%) or1V32" E:XP. 1 (3y6) TILE: 1V32" EXP. 1 0316) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Yg" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. HIP ROOF >20 TO 45 DEG. [4:12]-[12:12] a=4ft a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP. SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 1 Od 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 1 585 515 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 1 112" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 1Od x 1 1/2" RT16A 1020 1160 9 - 1Od x 1 1/2"& 8-1Cd H IFGTR 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) 10dx1-1/2" HTT5 5795 5l8" 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 21/2" SIDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 -- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 - 1Od x 1 1/2" MTW12 1 1195 1005 14-1Od 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 -1Od x (1) 518" 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 `A'/ (32) 16D SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F W/ (32) 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) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1Od x 1 1/2" HTW20 1530 1285 24-1 Old x 1 1/2" SP1 555 5351 10-1Od SPT22 735 8-10d SP2 1 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 1 590 555 12-1Od x 1 1/2" HHCP2 680 1 570 1 (20)1 Old x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L 1480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (6) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+1- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS wQ 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. (A) OR 2 PLY ;ARRIER FX CONT ER t SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV-A SCALE: Y4"=1'-0" Ln :® ry f6 C5 «.- �ux ^ate awa x: » # rs, w Ra cc S ate. M CV 0 cat ti m 0 -1;1 - - %1`- ,K " ��4� 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. Wg V d pE p N CJ W dam' MOMN O C� �Np ® := Lo J_ fA cn r r ° u- w tli N C)(L q w ow JLL� z Z V 0 C1.W 0 O � s � 9 � 6 tJ Fa N CO. m Lu 0 z W z Lu u7 N z co aN U fn I- O U ❑O❑ x NN Q O � Q Q r I V) M a 0 4_j c.'a u_ ut O �N ) (a r C U" Rig L 8 f 3 0 U) d M 0 Q z co M z9 O � w Z Z < t`1i E zo ow >N z Q U z p ocu a F— ifi g ? 0 23 Eco a <z wz cn< ao m� o1 U U Z m J m ¢ " G W z z 0< ao ?nowa a �w lu aH t2 _I 0r Mj O ¢ I< > 0 a o c O 0 ;n > (� Orn c(o m 0 s-- C10 (0 co CNI C:)> > (.0 �.. Q Cr Y — O CL U) m � N �. c LID O � � d' c cr) O O © N a 04 M ; T cc 6 2:1 M M 04 o z M z NICU N M E U d _j Q d JOB NO: 23-00502 SCALE : AS NOTED SHEET NO. 6.1 ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY I C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] AREA ROOF 1 2e 2n 2r 3 3e 3r a=oft HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 78.58—t-----T— ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): \�O �! 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 QI I ZONE 3, 3e, 3r. ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 3/6' EXP. 1 (%) orts/32' EXP. 1 (3Y1s) I I r I I TILE: 15/2" EXP. 1 (3V1s) 1 I NOTE: I I I 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS kq - 13r oil- u+ 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN t%2', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=4ft 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. 5i,5ll UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP 5PF 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 - 1Od x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 1 Od 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) 10dx1-112" HTT5 5795 5/8" ANCH. /(26) 10d x1-112 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** - 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 - - (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-1 Od x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V 1 (2) LGT2 4060-M 3770-F 3500-M 3240-F w/(32) 6D INK RS & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 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) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-1Cd x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 1 Od SP2 1 1010 1 605 1 12-10d SPT24 1 1090 1 1 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 570 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 1360 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 (8) 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, (8) 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 6-0" ON A HORIZONTAL PROJECTION. 2 2 PLY CARRIER xCONTLEDGER NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-A SCALE: %4'=1'-0" en C= � d c mc�C14 GC � yy7 b, .__ car Cq C_ M CV O fV ti N c 0 r .t1 : _ � ) F 3 cl 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 a U vE o O N 8 N r d N N CILfll a •n to `r_0 u-'. w a j M -q w a a J U_ U) z Z o 0 z _o ro�rn x o W z MO JZ co 0 0 Z < z z N m H O U ❑(]❑ ll! M Z M N N O z o � z � N N M V ll:zn q V Otwo LL IrrWI ty W C V O w o cots U w � = w N Q) 'o °J rr (° 0 o N m co ch I o w z e LL M p N U zo " >M z z@ oa F— r3 Q0 j 2. o¢ -,0aZ as 00 O, cow z s= m J 1 ¢a = U N m mo aE Z Q W ¢ ° z C� o Cn og oLLLL z go az T m w F I- ZS <¢ w ¢0 as 0 O i � M Om N 2 CU �- C'M (� C CU O 3 �.., Y = O U? m C\1 c LO 72 0 M 0 N -0 Q O O LO C r cu Y E N C'7 N M N�, o z z E E (a d U _j Q p JOB NO: 23-00502 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 U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 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 vertical (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load Applied horizontal load / . O Safe vertical load + Safe horizontal load `— GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/l T 8F321 B/lT I FORM & GROUT SOLID it ••:4. O � W U O 7Z #5 BAR CONT. 8F 12-1 B/1 T O "V" LINTEL DETAIL SCALE = N.T.S. I 9 MIMI F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY Q 6 F 16— B/ 1 T V ib tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL HEIGHT MATERIALS cT c precastTimels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CM U) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. 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) Y4"x1 a' TAPCONS OR TITENS -CENTER OF STRAP @ T/WALL TYP. U.N.O. 2x8 #2 SYP P.T. BASE PLATE W/ 12" EPDXY ANCHOR OR Y2" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE Ot SEE PLAN II — T�/WALL I L1^ 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING WALL SPLICE DETAIL REVISED: 11/04/19 SCALE: 1" = 1'-0" CD 8'-0" LL 0 4'-6" LL #5 REBAR MIN..(1)REQD ' (i) CL AR ALTERNATE POWERS STEEL LINTEL 4 ° A a d .0—C.M.U. #5REBAR ATTOP a ° a GROUT MIN. (1) REQ'D 1-1/2" CLEAR 0 a a d a ° E 5 REBAR AT = CO w a BOTTOM OF CL n z W W O � 4'-6" LL o LINTEL CAVITY 0 U UI) Lu -BOTTOM REINFORCING PROVIDED IN LINTEL 0 Ir Ci O C ¢ C7 c O - O W ;n Z _' b 3 'D #5 REBAR AT BOTTOM 7-5/8"ACTUAL ' NOMINAL WIDTH (VARIES) vi ¢ a AS INDICATED 16 GAUGE POWERS STEEL BOXED LINTEL 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) 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 (DMIN. 5'-8" LL (D O 13'-0" LL 5'-10" LL E MIN. 17'-4" LL LINTEL PLAN - ELEV-A SCALE: Y4'=1'-O" CC7 iw un _ � Q C2 c rota us rosy v, ywct co r- i". '' ••' Kv � C- CP CV 0 CV ti CV M o•NO y,;"�s m •y7:i'3C:110 I To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to W E 1- o co o8 a om NC Q 3 to W Lo U) (n (h rZ t11 LL W Q N M V m�LL J 13�_ W° d o uYi Z 0 s c-' O g 0 Y p W :3 '(5 C"! W 1 og� p m f Q Icem U5 0 I Z N m Z cc IL W G H Z U U Z ❑❑❑ Blow, W Z N c3 0 00 Z � � Q d N v> z �-1 o 04-1 � rn w 0 U Og w o N w cn w � — L f.. �l U Wco ®® co M M ¢ Z .i LL E° Zo Qo wZZ® s >9 Q oa Eo� do 0< 0, Ez d L ao p 1� <o m� o, p� .m ZF Z m F y aW � Z o� - I; ) m �� - s wa 1:1 ZI4 0 O 0 = >M O d' m CU CU 0 N L CY) co C\1 C:) Q O U) mco N LO �. ca M o o o o � N Q C r M N coy o Z cc Z � M E N N 2 E JOB NO: 23-00502 SCALE : AS NOTED SHEET NO. 7 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS, GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR, 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING, 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1. 1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1,2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5, PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS : 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2. 1. 2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2. 1. 6. UNIT WEIGHT OF 2x5 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 D AT THE TOP OF THE GUARDRAIL OF 100 PLF APPLIED VERTICALLY DOWNWARD 0 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2, 4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT, R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4, DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN CO REQUIREMENTS: COVER RE Q C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 /A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" 1 Y2" a" 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) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.11. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS, 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 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 = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/spprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 , Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Concrete overpou� and mortar along the foundation perimeter must be removed be ore exterior soI treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, including landscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12, FBC-R R318.1 -All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: 'The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within T-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N,O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 9x7 +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%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. cv9 C= •-0- � >. w Qe75 •� f� �r •_ ra c Cn C-4 � r� �2��'' s' 0i M- 7 ca zv sx I � v M 0 N ti N C=� „ C ;i 0 Cl F To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N C:) N U N y � 6) 0 `° M cnri`-� � w H CLL m v 2S �_ a Y (� LL 5 z Z 0 0co _2 0 o L lYLu 0 .��. M 0 W �2pjO' z of w Z G V N M U H o� Z ❑❑❑ W m `n z N M 0 0 z z o � Q U) i2� M G 4-J A CD o �n 1 - w �' V 0 w o ti1i N 0:� N U W J r- m o 1 U o N m 00 0 N m o� w M 2 o9 Z Z � cd E a O E UCU wz z® oa F_ RS 20 00 E o¢ ow con a ao °dz az wz ITT 00 Cn 00 ¢2 m0 ZF 2: V m � J m ¢•� <w �z VJ � 0-. do � � w dLL i-� o ¢F �6D �o gl< _ ° c 0 > (� O V m s- CM o .� O per„ U) o � N LL 1� m LO O 72 (7 C:) (o 04 O CD L(� N �C � r M M N o Z C Z � E N �; M v m E 0 to a c a Q o JOB NO: 23-00502 SCALE : AS NOTED SHEET NO. SN 3 W CD N N cn� 0 N 0 J LO 0 I N 0 .d, v cn- 0 .n rn O a N N a co E _ O J i a- 0 0 0 t� N M 0 0 N N bi 0 0 0 U z 0 THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH WALL SHEATHING �I.. . I.4 I...�.�.... 16GAx1-1\2" LONG (3/4"-1"CROWN) :'8':':':':'::: I::::.:.: �.'.'. [;'.. IT 16GAx1-1/2" LONG 3/4"-111 STAPLES @ 6" O.C. VERT BETWEEN MAX " "" 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'-011 TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE " 5'-O00 O O O STUB -OUT FOR 1'-O" o ' GAS METER O c U O F.. N a: • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "*ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C, 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-01, (2)16d TOENAILS 2" X 10" @ 24" O.C. 13`-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" 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 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 90 2.0 2 x lumber — Double 2 x lumber — DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° x 1/8" gap ° x FILL CELL STD. 90° HOOK BOND BEAM w ¢ STD.90° B#5 AR BAR > HOOK �F BAR #5 CONT. FROM NDATION TOHIGHEST —I------ — BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" max }Small gap 2" min. 4 max, Q 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 )/8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmoutheuts. N.T.S. N.T.S. - Under 2nd floor column w/ loads higher than isnnlh SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building -�-i i1/16 code for appropriate details in One 10d box Lor=20 areas=20 of high sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES --� DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" MOM nails at 6" o.c. �/ Provide adequate bearing for each lapped joist. 10d nails 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) 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 beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non stacking walls require additional consideration.-- 611A 1�" ROUND HOLE MAY 611 611 DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" THE WEB. PROVIDE AT ' ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS, FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz" _ .,..,„.Any {F.I �i.Ji.l..t­_ J� +j '` /y�.+ S. 4?t ftln 1—.+SIB 11 fit1 11. _31 � —31 V-71 V-1i" 2-41 91 3- 1 .i' f ' +[{y f'} 12 �+{p1 AF-U' TA" T-C2. 2" .:rl3' T1{'' ,ry@ Fey]-+.r1" L3- 3.fin! dl---���' Y6 41(,'�" 9-4- 16 11-0," 1,_11" 11L21 -Lr2 " LG" 1F mil' _�"i �1`:U' G3'-W sA' 3-2' &k06'" `- -9' 7' 1- ' 7 2' _.. ..._. _ .__._._.. 2'0 T-W TA"" T-2"' +Tt f' ' 2 4"4Y' 4-10" 6-11," ` 11" T'-11" &-111' 24 TAY' 114' 1' 2- V-3," 2-6' a - 4'-g 6-10" 7"-2" -4, - ' 10' 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. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER, 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB, THE JOIST MAY BE SET WITH THE 1�" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION, USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate BC15000s® 9-1/21, 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI6000s® BC16500se 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 1611 2-8d 6-8d BC160s@ 11-7/8" 2-8d 3-8d 14" 2-Sd 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS T 5/8"0 THRU BOLT SIMPSC w/ (22) NAILS T R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION 1111177� A/C CHASE 4" PVC SLEEVE THRU STEM WALL co FINISH GRADE Backer block (12" wide min,) —i I Nail with 10-10d nails. pl 11-1 11=1 11=1 J (— Install tight to top flange. SLEEVE THRU STEM ° °.. SEE PLAN FOR °. a . • . ° ° FOUNDATION INFO ° d STEM FOUNDATION V, \ r GRADE _oEME ecr= nl nr,r Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist o depth I -JOISTS BUCKETS N.T.S. Jc r-Vtl UNA= 4 rvt✓ 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. JOA LOCATION OF SECOND H10A SIMPSON (WHEN w/ (18)10d REQUIRED) NAILS UPLIFT=1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION i d ° \LIA�.IiI PLUMBING LINE r— PVC OR SCH40 SLEEVE a d .. _ d d: l- �-- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0" CENTERED @ PIPE PENETRATION ° ' 4 PVC OR SCH40 SLEEVE PLUMBING LINE z .° 0 d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" FPVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE °, d d d4' ° do G =1 I d=1 11=1 I I!=1 11=1 I t —III=1I1=1 a ° d d ° ` 1-1II—III— I 'r,llllll If - SEE FND. PLN. SIZE & REINF. c%J aar d C2 c a � M O GV ti N M 0 ,f— e.j ti'. mow, 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. Q O N U N n v Ci o C: ° # 0 ._ - g, i IJR Ni �mv-0 '2 a a �i LY (9 LL L, d z z 0o r�3 rr yyo > '[6 N ccQ W co crn ¢r-z Z LL N fh Z U O F z z OU ❑❑❑ W (D Z N ch 0 00 CO N z o � ¢ d. a JE3 co Q) (D o t'CS LL+ O U LU o wa �N a _ w. of . fall Lu 88 =1 .•. L U o ° co ®® ¢ N m r 0 w M M Z Q z z Q L.L Q Z® i? E U wz od Fco c9 �a 00 S¢ o E o �z , i wo CJ� <o ¢ U om � mOK Q z m J 5 F a az 21. C0 oLL it zo no a C> M 0 =k - oLL F3 o w< ;o 0 0CD = 2 >M O m m m m c7 i CM COco C � m N LO M o d- CY) p O LO N Q N M ; r ni M Cori CV M o Z CU z E N Cn N crs E U a ¢ p � JOB NO : 23-00502 SCALE : AS NOTED SHEET NO. SIN 1 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 1Y-0" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ._ ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER SHINGLE ROOF, SHINGLES TO e BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM =� III=III I m ° I—) I I 11111= o '. T I I I TI III I ( I I I I —III —I 11=r I T I=III=I D� 12 D3161-CLASS F, IN ACCORDANCE w/ TABLE ''—I1J=„I �I=1 ° ' — — — r I I—III=1 11=III=III=IIj=III=III=III-1 I I—� I r (TYP.) VARIES R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) ' =III III—III—III=� I I 1—III III=1 �' -1 I �I Ih l IIIIT1111iIII 111 I II I I- I' 8 RESIDENTIAL ROOF SHEATHING - SEE 1NSULA ION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 ELEV VARIE� _- --- 5/8" OR 1/2" HIGH -- STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS I INSULATION PER --/ CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT S" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.—/ 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONIC, SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 Uj NOTE:EXTEND W1.4XW1.4 WWF OR "FIBERMESH" - DECO FINISH 4" to 6" BELOW GRADE E 00 � 6 MIL VAPOR IIII D I= — - BARRIER I f r , D 4 I (IIII _z I I t> • • I I — r COMP. SOIL.1110 ° (COMPACTED TO 95% —1 I 11 11-11 1- :I MODIFIED PROCTOR III —III —I I f l l ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. N CHAIRS TYP. 1"-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. U 4" 1 "-8"' (2 STORY) DETAIL ) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS M� *..;. 4 11 00 SEE A/S3 OR J/S6-1 I I I I hI I I„ I I I FOR REINF. INFO. 3" MIN, CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. LOAD BEARING OR -- EXTERIOR WALL SEE CC/S3 OR --� G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 2x S.P.F. STUDS @ 16" O.C. SCALE: 3/4"=V-0" 2x STUD 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL CV 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY T 2x P.T. PLATE ASSUMED FINISHED 'I n GRADE 00 1 I FRAME WALL TO C.M.U. WALL CONNECTION rD SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3112" WWF OR FIBERMESH min.) 4" ° ° GRADE 00 — — — — — _ ril—lil lil—rE REBAR w/ OPT. 1=1 I I=1 11=1 11= 11= 11=1 I [= 1 1=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT 1 N 4 • '' 1=11 ��J-• I f� III —I .:.:� • •.... 4 _i11—_111 �L—III . �.4• a, ., . SEE A/S3 OR J/S6--' -1LI I I I q, ;1 I , I I' FOR REINF. INFO. L 3" MIN, CLEARANCE V-4" (1 STORY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND O.H.D. RECESS III-11 N" �I 0? II_ ,— 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" OIC FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4" (R302.11) 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN, 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 6 MIL VAPOR BARRIER � III III D ' I D .�I III 1 • _' 11 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 %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR %" GYP. TYPE @ EACH END (WHEN PARALLEL) ABOVE GARAGE W/A HABITABLE ROOM ) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S,P.F. DOUBLE CONNECTIONS. CONNECTIONS. TOP PLATE S.P.F. DOUBLE 57< SIMPSON SP2 w/ 70P PLATE (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w! 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1V-0" (R302.11) 700/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl2" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) EDGES, AND @ 12" O.C. @.FIELD SLAB & BLOCK "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 @ 24" O.C.) 2 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH ELEV. 4-8 1/2" z 31/2" MIN. 1 3 1/2" MIN. A.F.F. p1 .° n .��* 0 — D __7_ U_ N _ p . • p • t1 111=III � . ' 31/2" min. - 4" _ p °° _ fit, = p , •' _ =III I�- 31/2t (min 4 I I I III I I I I I I 3 1/2(min) -4; -11_I-1T� —]ZI III=1I 1=111- -�I II_I I I I I=i I I-ITI—T� III—I=1 I I_ 1— IIIT(IIll�.t•I�;r I ,,IT_I='' „i I;�IIITl111,111_„ I„III-' (2) #5 CONT. 4" 1'-4" 8" (2) #5 CONT. 4 4 8 U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL Cdb STEP C� SHEARWALL �CS TYPICAL BEARING WALL @ STEP "SHEAR WALL" SCALE: 3/4"=V-0" Goy L't sEGU�� "C5 2x STUDS @ 16" 0/C 10 M N�o s INSULATION PER FBC AND ENERGY GON FORM SUBMITTED WITH PERMIT if APPLICATION 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. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL 3RD LAYER 1/8" THICK. K.O. BLOCK SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2X PT PLATE 20"MIN. LAP [24" MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR �\ PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy740kSiii] FINISH GRADE CO 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy =II=, #5 REINFORCING BAR R 17/8° T l l I:;'--f I ff-i #.ri 1 AP ^API IrP: COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 1 I I, I IiT11 I IIII I IIII I I 4" 1 t�tt TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 112" GYP. BD. HOLD GYP. BD. 2 1/2" FROM SLAB 01011 J CONT. BEAD SEALANT yr— , e e INTERIOR -31 e e CONCRETE NAILS W 1 1/2" EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB °° O .J 00 = E_ M 6 MIL VAPOR1=�[1 I �I BARRIER �u-II1= 11� rIIIII IIIIIl, TIE, 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM o END OF 2" x PLATE W D U J 0. Uj I -�TII�,,. IfCI� I ° 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF�� SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) — SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN FOR TRUSS AT 24" O.C. MAX. " CONNECTION INFO SEE PLAN FOR " x TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN 00 (2) HTS20 J,FOR STRUCTURALr BEAM SIZE & CONNECTION INFO z d I I 2X4P.T. I 2x4 #2 SYP P.T. FRAMING w/ PLATE ins" I MIN 7/16" O.S.B. SHEATHING O.S.B. z ATTACHED PER NAILING w P: SCHEDULE COLUMN LOCATION Q 3 w SEE PLAN FOR STRUCTURAL g w COLUMN SIZE AND BASE o � CONNECTION INFO. —2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL O.C. ATTACHMENTS & 18/01 ZZ--1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS —INSULATION PER CHART z SQUARE CMU BLOCK BASE, ON FLOOR PLAN w C SIZE VARIES PER PLAN CONT. BEAD SEALANT > w! MIN. (2) #5 VERTICALS > � FILLED SOLID (SEE PLAN FOR _ 6 x 6 W1.4 x W1.4 o W SIZE AND REINFORCEMENT) '- WWF OR FIBERMESH �, Uj BRICK PAVERS or SLAB PER ° �I :T,=ITI=1►1=1 � �=I � 1�- Y-0" FIN. FLR. COMMUNITY SPECS TAPEREDR. SCALE: 3/4"=V-0" (2) #5 CONT. =1 I I= 1 ON 3" CHAIRS (TYP) 841 14.444 1/2"(min.)- 4" CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10-4' (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH r, . `b ° II—ITI—fIi=1Tl= ;- 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1 "-0" S3 1 1/2" RECESS FOR VARIES r6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) �� I WWF OR FIBERMESH SEE A/S3/J/S6 FOR REINF. INFO. - OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. /�' SLAB STEP & RECESS (@S.G.D. ( M SCALE:3/4"=V-0" \ S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -- EXTEND FILL CELLS >` TO FOUNDATION PAD _ CONT. FOOTING STEEL MAT REINFORCING. QI ' M 00 GRADE 0�. z��0_ f w O W W W z OON= _ . 4v • a• ZQ : FOOTING v BEYOND PAD tt REINFORCEMENT - (SEE SCHEDULE) 3 MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 N 9` e� ar, as cv �s .t .> M 0 N I- N 0 S't t� r 41 l'Y To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Ain Q �E N v 0 N °° � u d!% C14 CD o _ LU LLLL5 r� Z 0 L Q 0 V9 uu 0 7C6 'N m Q d 0� o w 0 N Cl)z 3 I=- Z OULL ❑❑❑ W M Z N O o 0 N WE3 � o � V) — M a V O N W o ,R ( w (10 U� a GNPE �— — 6 0 r~ 1 ¢ o N m Q w M 0 z z < o wo zo I°- z© oa — E �� o oQ co oz � O ¢o z c < mo o� M J oo qz v o� n0 m <o >0 ® w d ZIo- Q U 2 2 ,o CC:)_ > M O rnCF 0 L tY) co � :30 .4. C:)ILCrco U) m N .�..+ C LO to M O I\ O Q LO m M = M M CV M o z z E N a o Co o 0- 0 _j ¢ o � JOB NO: 23-00502 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA ) DOUBLE 2x TOP PLATE . 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 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 W///Z (2) 2x HEADER PER PLAN VARIE5 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION ( rYp) 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 + + STUD EVERY OTHER + UD W/ (3) Od NAI S ++ ",. 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 1.4 = SIMPSON SP1 w/ (10)10d A I NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF GL TO DRAIN EXTERIOR WALL CLEAN -OUT A WALL SCALE: N.T.S. 5,4, REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/(1)#5 FOR CONCRETE PLACEMENT 4 a d d 4 d � 4 4 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 NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. SL) WIDTH OF OPENING VARIES 4„ FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J r w T > 0 FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END 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 �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY ..' GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a 4 d d a a d 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. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. SL� 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2X8 WALL) 10d NAILS @ 8" - O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR, ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP a IARAGE IOOR 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. 54 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1) LSTA30 4'- 9' 1 (2) 1 (3) (2) (2) (1) LSTA30 9' -16- (3) 1 (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER —(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. OD SIMPSON HTT4 TYP. Op �R U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL K"Q SCALE: N.T.S. SL� SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING CRICKET AS EBLOCKING EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T ) v O/C FIELD R 0- 2x TOP PLATE V2-16d 2X4 PT STUDS @ 16" Q.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS =_= CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUB MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER :ROOFTRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP , %�2 ROWS 10d @ 3" O.C. (14 SPLICE -7 /, " / NAILS TOTAL) EA. SIDE OF •jr 48„4� ICE STAGGERED 10d@8"O/C O ATTACH ALL J EXTERIOR STUDS W/ (4) 16d TOENAILS TO'T0P 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. �4 F= 2240 LBS SIMPSON rc C P.T. ATE �uvlrwly ar4 3P2 SIMPSON 10c ST TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 J M 2X8 P.T. BOTTOM P ATE SIMPSON SIMPSON C SP4 —, SP2 —, NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 5/8"x10" "J" BOLT @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SP4 2X TOP PLATE OVERLAPPING NAILS @ 6" %GGERED 3OLTS @ 24" O.C. aX 2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) 3 (6970# SPF) IS (9335# SPF) N. 8" 'OXIED A.T.R. I&NUT OXIED A.T.R. I&NUT DXIED A.T.R. !& NUT C ROOF TRUSS ABOVE %- 2X BLOCKING 0 (2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-1 O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING ° ° A 7— BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° 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 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. A tam � A jig 0C M -,x2 w N 0 N ti CV M . j h '? :0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W 11- E S N O N O N O C # N! 61 �ma ° a Q c) a J u_ Y C� LL Si Z Z 3:0 O Z mo o . 0 a Z co o rrow M Z z N U (� H U -- Z O ❑r W C, 0 0 iE N z o � Q N M z 2 0 4-1 f� w 0 ul �cn c� c W J aW =�M v o • i14 0 ti o �Z W M M J Z ¢ O Z Q U_ E E zo oo zR ¢� E 0U Wz oa F- ro 4= �g WW 0o o E o¢ a, = OW OWa < ¢o wz c� mui o aE wm y O Q W W go to p �< LL az 0W Tr =F o M JZ wW ;o " H 85 00 5 0 C C:)i > CO N L.1) 0 ° to M (0 cc 0 ,. Y G off.. Cnm N/D•� C: L "0 co M o o LO N Q � ^ r M CIO N 6 M o Z ca z E N c CU IL U J Q J JOB NO : 23-00502 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 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 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 1 O/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 DETAILY 2x4 KICKER Zx8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF , EACH JOINT W/ (3) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)10d TOE NAILS @ @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2,5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO SILL r/ 1/2"-CDX PLYWOOD OR ENS d TOE NAILS @ EA. .• BLOCKING • 7/16" OSB SHEATHING GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 112" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD THROUGH G 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) 10d / 2x4 CROSS BRACE APPROX. 8" & (2) 10d TOE NAILS @ / FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3)1Od & (2)1 Od (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-1" OR \\ 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE &SPACING) 2x4 .PANEL BLOCKING �� 1/2" CDX PLYWOOD OR 7/16° @ 48" O/C FOR THE / (2)16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & AND 12" O.C. FIELD BOTTOM ATTACHED (2)16d NAILS W/ (2)16d TOENAILS \ 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING WEEP SCREED THE FIRST 4 ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL FASTEN WITH 10dx3" @ 4" O/C SPACED 1/2 x 8 J BOLT @ 48 0 C ( ) INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH MOISTURE BARRIER SIMPSON META12 w! (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10d 3" 4" 0/C TRUSS & (4) 1/4"x3"SDS SCREWS TO PLATES AT 24" O.C. 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS NOTE: IF EMBEDDED 1 Odx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1 Old NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. Sj TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N 4 N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r X-BRACING, AND TOP r SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° � � SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 00 1 1 0 11 2"x4" CROSS BRACE (2) 16d NAILS APPROX. 8" FROM 2x4 RAT RUN BRACING 1 1 2" 1 1 2" 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 (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE . (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0,207", L = 4 1/2") OR EQUAL (D = 0,207", L = 41/2") OR EQUAL FIRST (4) ROWS OF 0!C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) wl (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. (@ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP, WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 i IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT ---- -.,, , ��.� .,.,�,� �,.r,,,,�. � 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. vviv r . uLnrviv� GABLE END BRACING DETAIL 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 92 SYP BLK'G @ 16" O.C. (2)1 Od x 0.131" TOENAILS EA. SIDE CONT. 2X4 #2 SYP w! 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL (0"_1�0 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 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/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL x @ SIMPSON SP2 w/ (12)1Od 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC,) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, 8d @ 6"O/C IF >9" SEE 1O/S5 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS _1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAMIOKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" SEE PLAN FOR TO CMU XCTITEN CONNECTION 2x4 "T" ON TOP OF PANEL - BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 1Odx3" @ 4" O/C (2)12d TOENAILS SECTION rg SCALE: N.T.S. SCJ MINIMUM (2) 16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) a z —1 a BRACING w/ (3)10d x 3" AT _ • EACH CONN. @ 24" 0/C MOISTURE BARRIER BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR SCALE: N.T,S. ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.0.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" 3'-0" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"xi 1/2" SDS^^ ^ 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 HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX 7' BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. d LU ' ' 0 o 1, 0 i v z o W W m o CDCD 0 w — — — Q o � ---- Q O r >� — — — — ---- -1 ---- w 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) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W1 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 c�a L^ P.LT 'a ®. L.0 - ..'� ,,c_j =" +� C= R- C�F-� CU M CV 0 N CN M "•✓\ J.C.. .. �Y Nh) F -! c t� f kJ 'Pe' 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. IN 2 E / i O N b V O N O m # y C � � W (i% (7 kN 14 LL W Q aai7 W a a Y d J u-z Z 510 LC, o � W o m m o�nm � °' °' ¢ 1 z W IL o r[ o W N N Z V 0 H a Z OU ❑❑❑ - .. W z N oa O Q N M V o +� f6 LJJ a U O N YZM � w U V 8 zlf,. N V ooil ¢ N • 0 � z w itCn _� M J i ¢ o3 Z Z � L.L a p E U zo o� >N zp oa C,ra 0 w0 p ttr <o 0 04 w C C ¢� a mo o, z m .2 2� az �z z o '- c o< w��w aZ r C)? p ow F �w =3 o <Q o a� a O C O T3 i E > (� O m (9 1 W s— M (0 O,..� < C) U) m �N C L ^ J `/ O •� co M C) O O N Q M r M (� M N cY o z z E N N C E o U a io C 0 a Q p JOB NO: 23-00502 SCALE : AS NOTED SHEET NO. S5 3 W 0 x 0 cV LID a 0 N 0 Co 0 I pN d' C Cr 0 Q rn N 0 v a E H 0 E 0 x 52 i a 0 0 v 0 LZ N 0 r� v 0 O a. N 0 M 0 0 0 U Z w m IE a cn ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 INSULATION ---- BAFFLE INSULATION PEfR- 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 W1(1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED. SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM aal 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 FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 �-PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER fun PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO o = 718" 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. LL W —INSULATION PER CHART ON FLOOR PLAN rB R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) •8"x8"X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT —ARCHITECTURAL FINISH (1) #5 VERT, IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) U 4"x4" INSPECTION PORT AT nJ EACH FILL CELL TYPICAL UJ co 1x WD FURRING @ 24" O.C. a a AT GARAGE CONTRACTOR BASEBOARD N TO CUT BLOCK OR POUR MIN. 2500 PSI CONC, SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE El I �a- iv a ; ' a .a FINISH GRADE 00 M- '' 80 6x6 w1.4xw1.4 I I-rl I I —I 11=I =I I I I ° ri WWF OR FIBERMESHI it II 1 II I II I I II I a ° I TILI�I I II I I- I I III —III III <. I - PT (3) # 5 REBAR ON 3" CHAIR 1-r I I ( ' '�i—I i \—STD. 90'HOOK (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION i REV.03.16.21 SCALE:3/4"=1'-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2nd FLO BEAM/GI FEND SHEATHING TO )F BEAM OR GIRDER ATE W/ O.C. )OR TRUSS/JOIST 2x STUDS @ 1" ^ 2"x BOT. PLATE (2)1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUSIE 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 INSTALLED PER. MANUF. c SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS w/ MIN, 4" EMBEDMENT IN KO BLOCK 15/32" OSBF_ EXPOSUREI SHEATHING x PROVIDE X BLOCKING AS REQUIRED PER D n SECTION X-X IF NOT FULL HEIGHT SHEET C z Z M G FLOOR SYST (2)- 2x TOP PLATE BEYOND I - -.:-F 15/32" OSB EXPOSUREI l- F IT SHEATHING w SOLID 2x C BLOCKING @ ALL 2, C Z SHEATHING 0 EDGES (SEE OPENING I SECTION X-X uj a_v C x w x E I- 2x STUDS w BEYOND. 3: SEE PLAN 0 L O —1 W \�-2x4 P.T. BASE 2x RIBBON OR VERTICAL SEE HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IAIAl r r-r r IA-rl 1Ar MrnnMnee 2ND FLOOR FRAME CONNECTION rA FLOOR CONNECTION g 3/8" "5" =NAIL 3/8" SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. S6 @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 SPACING FOR ADDITIONAL INFORMATION. _}G _S_ 3/4" 1/2" 'I 'I 1/2" • S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING SIMPSON LSTA24 STRAP w/ (8) 1Od x 1 1/2" NAILS TO STUD & (8)1Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL- BAND JOIST s u" *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)1 Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SPACER BLOCKS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS N SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED .77 M FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN • INSTALLED PER MANUF. 2"x4"CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1i2" 0/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1 Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. TRL DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION 2x BLOCKING HORIZONTALLY @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) SIMPSONSPI W/ (10) 10d NAILS AT EA. STUD 2x STUDS @ 16" O.C. 2X P.T. PLATE e . �w a G s=III ..A .d a. a �IIIIII III SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH . p A. =1 I F t9 III, I I I —I I TT- I i P I —I 1 I —I I Imo- (3} #5 CONT. ON 3" lil. Ti(�i8 IT —lit 8 Il CHAIR W/3"MIN. 8 CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 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 SFF 14IV46401 h- 2x CRIPPLES @ — 16" Q.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 MINIMUMy" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 JOINTS TO ALLOW FOR EXPANSION: FASTENERS SHALL NOT Lu J PENETRATE SURFACE MORE THAN Y". I- 9 NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ Bid COMMON NAIL O Z @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. �T O w Q NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. W O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J o w/ 8d COMMON NAIL u� LL h O O PLYWOOD SPLICES @ HEADER -NAIL SHEATHING TO HEADER F , a , O w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. a xr00to v~i 00 0 'noU''X @(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w p U. I- MEMBER IF GABLE END c a NOTE: - • 8d NAILS FOR WALL SHEATHING MUST BE MIN A31" X 2 1/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE F-I-T \\ o'OFN,yZ R SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONTkL @ 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 C 4 •d a .. e A d A 11 a, a' .. p M 91 I -III —I 11 a 1II��IIIIII1 IIMII-, (3) # 5 REBAR ON 3" CHAIR 4 1'-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 HEADER SUPPORT NO. OF JACKS &STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS ISTUDS SIMPSON EA END EA END EA END EA END 1'4 (1) (2) (1) (2) (1) LSTA30 (2) (3) (2) (2) (1) LSTA30 (3) (3) (2) (3) 1 (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 718" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 1Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE I� co @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. V S6 C= sv 0 CD Wiz";_ ` `o rm • � - C3_ rya � airs �' =. e� ata 11 W M s� 0 N N M O t. 4 ' � r. i �,.e • 0 a To the best of the Engineer's knowledge, information 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. rW� 'T E INAR o 40 CS, 8 J 0 � N NcNiva w a i1i Q Cu W 0 Y rj J LL Z 0 Z .c @v o •- o ' W 05 -cc°1 ¢ k z W x N mz � w ��� z O C� ❑❑❑ W QD M � N (h — � o o �a J M � � a Q) " jt 4--d � i(j— C) 0 LU o Ly N wa LU •.'�tg � _ ofo m s S r U o <c N m • " C M Y Z z U_ ENMI zo YN F= 0 1 N 20 00 6 E oQ g1 QJ I- �- G. it g y wZ E !� C: <o 4 mo 0, �z ~°oa Z go a �w m N� o M w< aF C O o T y >() 0 rn 12 co co i M cc Q Q0 Y CO C) m CV c LO c"M O C)Q O o M f M M N 0 z E (� c m E 0 a a? cu c a U _j Q 0 J JOB NO : 23-00502 SCALE : AS NOTED SHEET NO. S6 SCALE: 2" = 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" 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 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED - 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT 2X4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: 2' = 1'-0" MALL 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 2xl2 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 3YP CUT TO FIT kRS IN WALL 2x12 SYP BEARS IN WALL B x4 BLOCKING FOR Zx12 2x4 PT UNDER 2x12 2x6 SYP ROVIDE MOISTURE PROTECTION LZATTACH ALL COMPONENTS 2x4 SYP BLOCKING IR TO CONC. W/ 4" X 2x4 PT AND NAILED HOD INTO OOR WTIH GLUE FOR STRAP CONS @MAX. 32" O.C. (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS \ NAILS)d x 1 1/2 OF S AATTACIIR TO CONC. WALL E NTXS 1x4 GLUED AND / \\ 2 4' TAPCONS @MAX. 32" O.C. \ NAILED TO STRINGER f I E W "A" SECTION VIEW "B" SCALE: 1" = T-0" SCALE: 1" = V-0" ---FALIGN THIS STUD WITH FACE OF 2nd RISER ---- 10 G-1 TOP OF STRINGER / / 1x4 GLUED AND NAILED TO STRINGER TREAD 2x4 DRAFT STOP {'N 2x8 SYP DRYWALL STOP MUST NOT TOUCH it STRINGERS PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLUE — STRINGER CONTACT POINTS CTI ON VIEW "D" SCALE: 1" = 1'-0" /—�" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL xl2 SYP IT BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" 2x4 GLUED AND NAILED SECTION D-D SCALE: 1" = 1'-0" 3/4 PLYWOOD ON DECK 2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS r_I 2x4 SYPBLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) L— JTI' 6LVUNIVo t / FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" `f 2x8 SYP DRYWALL STOP MUST 1x4/NOT TOUCH STRINGERS GLUED AND NAILED TO STRINGER —�� FOR DRYWALL SPACING H E SECTION VIEW SCALE: 4' = 1'-0" SCALE: 1" = 1'-0" -3/4 PLYWOOE ON DECK 2x8 SYP GLi AND NAILE[ FRAMING 2x4 DRAFT STOP 2x4 BLOCKING NOTE: 2x8 DRYWALL STOP NOT SHOWN —2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2xl2 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 CONN. TO BOTTOM GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACTOR (2) LAYER a" EDGE GOLD OSB OR PLYWOOD OR 1 13"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" PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT TO )ISTS) H 2X STRING R 2X B OGKING PSON MTS 2 w/ 10d x 1 1/2" NAI LS D OR 3 2X BLOC ING RIS R VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" y ��� �C- C= .oC-,D s` yr ca c, to -I* rm us W cc - "S xa z =: .-t W rt:,a CM CV O N ti N M O 9� 7 IT -s S.TA Ca% i44 t! k t .�ryi�lui �w�1i. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q E N 0 � U N n N p W " 0 y1 � w �s�CO tli a 0z cq � 0 ° w M 0 a a J LL_ LL a L7 z 0 _ @ern o s co c p 0 y y o OR 0 R W LL ca 00 ¢ z w Z O N M V H z Z OU ❑[�� _ W z N M 0 0 � N O J a- (n U0 v z tiCz u- � U O—� V) w o N Oft ) mapw U 8 L U =O N 0 Mica N � M M J Z 4 o Y$ w Z Q LL c Z 0 E U z o �o s >ry Q� Z® ❑a H 0o o E d o¢ a= o10 &Z K L ra c O m J w o ¢❑ < o U m m0 o� Z F w 61 2Z o< go cn M <o a a' CIOr a 0 v 0~ o 0 c O Oca rn � M A O (.0 6 Y O ate.. N,^ co Y -0 th O -0 O O LO N Q 00 00 r 4i E (� M N co o z z E N E N cc cc a U -j Q p 3 JOB NO: 23-00502 SCALE : AS NOTED SHEET NO. ST Cn a w d i ¢ ti O N 0 V) 0 0 J 0 CD 0 1 i Cn 0 C 0 M O i a E F�- E 0 i a 0 U J ti 0 N 0 0 0 a M O r` 0 0 0 T m 0 Cn 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" ( , UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T.O PRODUCT APPROVAL FOR CONN. MAX. 8° PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C.. APPROVAL FOR CONN. ix4 APPROVAL FOR CONN. ,':-' 1 X 4 1x4 P.T. FURRING o R TYP, #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4„ 3/16"�7 X 3" LONG FURRING ,. 3-1/4" LONG X 3/16" O %, FURRING (2) ROWS 3/16 x 3-1/2' #5 REBAR AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED ; TAPCONS TAPCON @ 16 O.C. & 4 2X8 TAPCON. INTO STAGGERED @ 16" (TYP) 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO DETAIL 2 EDGE DIST. ATTACH W/ FA 2x BAND JOISTCE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NAILS �� 3 DETAIL TD. 90° HOOK (TYP.) STD. 90^ ® TOP & BTTM CHORD, AND 8 @ ( ) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12' O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL NOTE:TO APPROVAL FOR CONN. 1x4 EACH END W/ MIN. TO PRODUCT LAP SHEATHING DOOR JAMB (REFER TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T.w/ (2) ROWS 3116" BOTTOM OF BAND D JOIST TYPICAL APPROVAL FOR CONN. ;;; ,;❑ x 3-1/2" TAPCON @ 16° 1x4 (2) ROWS 3/16" x 3-1/2" ,. O.C. & 4" FROM EACH , FURRING �! TAPCON @ 16" O.C. & END w/MIN. 2"EDGE DIST. NOTC F�3 (a) FIRST COURSE SIMPSON HGAMI OKTA @ 12" O.C. 4" FROM EACH END w/2rr 2x8 P.T.PTATTACH SECOND PLY w/ - w/ (4)1/4x1 1/2" SIDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ® ® INTO BAND JOIST & (4)1/4"x2 3/4" 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL NOTCH WEB AT THE ® ±5^ FIRST 2 COURSES TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. SCALE: N.T.S. SS INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1!4" x 31/4" TAPCON (1 1/4"MIN. A"A = 1610 # FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" SOLID W/GROUT Ir 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS P DESIGN BLOCK HEADER ARCH BLKG. &BUCK SIMPSON HM9KT w/ {4} 1/4"x1 1/2" SIDS SEE NOTE 1SB ' ' e °. 1/2" DRYWALL * SCREWS2 (IF TRUSS S P Y TALL SIMPSON T2w/ ( 6) S Gd 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #)2x SUB FASCIA , . 2 x 8 45" DIAGONAL (2 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE ALUM DRIP EDGE BRACE'S) 2 x 8 BRACES BLKG. INSIDE TO ALLOW FOR INSULATION . e 7/16" OSB CUT HOLE IN O.S.B. FOR TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM BRG WALL TYPE ALUM FASCIA FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL POLY CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. PER PLAN I 1-3/4" TRIM PAINTED . e ....,... . ; . FURTHER INSTRUCTIONS. e SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL F CHANNEL, SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. OVERRAN ' �y.. �� CONNECT W/ 8d NAILS BRACE! BLKG. FASTENED PER N.T.S. NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT ; . x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB WDW. SCREW ANCHOR\_2CONT ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE WITHIN 2x4 NAILED TO 2x BLOCKING NAILED TO TOP eINSTALL RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER BRACEAPCON 4 MIN. OF BRACE BLOCKING w/ 2-12d NAILS (`*) CHORD EVERY OTHER TRUSS INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH w/ 3-12d NAILS, TYP. (") FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC IF TRUSSES USED 3 #6 X 4%" WOOD ) W/ O NOTE: FOR OVERHANGS LESS THAN 3!4" - NO REPAIR REQ'D. 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING ARCH DETAIL � 4' MAX. RAID. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ , LISTED IN THE DESIGN CRITERIA ON SHEET SN. MIN. 4" EMBEDMENT AT 16" O.C. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL �- �� '" �� 1 O 5 O SCALE: N.T.S. SS i2 JACK TRUSS PROVIDED BY SEE PRODUCT APPROVAL) F CHANNEL FASTENED TO: TRUSS COMPANY OR - CMU w/ T NAIL .097" DiA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT PLAN 2x6 #2 SYP @ 24" O.C. - WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND INISH FLO 2 WITH x 8 BUCK - CONNECT TO BLOCK SECTION 1/4"x 3 1/4 TAPCON (1 1/4" MIN. ROOF SHEATHING ATTACHED i PATTERN - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE EACH GROOVE @ , ° " �D B-B EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL ° o.. 1/4 MAX " 2-0 8 STRUCTURAL SOFFIT °.. �. o P 4 ,'0, ° o CENTERED 2 BLOCK HEADER SOLiD BLKG. AT TOP BTWN. ARCH () SIMPSON i 5 12d NAILS S FO ° •, 2 D. 9 H IN TOP ' to 1 X 4 FURRING BLKG. &BUCK H2.5A w/ 10 2X6 TO 2X4 ( ) 8d NAILS SCALE: 3/4" = 1'-0" (**) FOR ALUMINUM SOFFITS WITH SPANS e ° - o KNOCKOUT / iv REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER . a E.. 8d NAILS @ 8" O.C. AT BUCK THE SOFFIT FL PA INSTALLATION CRITERIA -' - ;e CHAIR BLOCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2x • REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS. � MONO FOOTING PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" PROVIDE 2 MIN. O TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" CONT. W/ (3) 12d NAILS JACK TRUSS PROVIDED BY - •> °. SIZE AND REINF. PER PLAN AND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 ° 101, CLEAN FILL .► ° 2 x 8 VERT. BRACES O INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ' 2 X 4 #2 SYP SCAB TO SIDE OF DIRT 6 TO BE INSTALLED 4'4' MAX SEE PLAN 2 TRUSS AS SHOWN FOR O.H. UP TO 2 -6 " k0 VERy *DOUBLE " STANDARD o BUILT UP PLWD. BUCK - 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. °'• 99 HOOK N SCRIBE (NOTCH) BACKSIDE 7/16 OSB ARCH PANEL 2X4 SYP #2 CONT. MATCH TRUSS DEPTH ( + G4E + + ^/Cry (2) 10d NAILS @ 8" O.C. e #5 BAR IN r TO FIT ARCH CONNECT W! START OF ARC , „ NOTE: IF TRUSSES USED) W/ (2) #6 X 4% WOOD + TO TRUSS TOP CHORD + FILLED CELL `' '- ' • ` ' 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAID SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + + . , •. . ., . , •., INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL GABLE ONLY, CORNERS WALL USE 2 1/4" X 31/2" TAPCONS AT 16" O + + PLYWOOD SHEATHING •; , � , • � � , • � � � � , • r s s 1 s s THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O,C. ANCHOR INTO ARCH BLKG. HIP. + STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL K DESIGNED ONLY FOR THE SECTION @ ENTRY L BLOCKING AS REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" =1'-0" SS TRUSS + + REQUIRED TO MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH + SUPPORT SOFFIT 2X4 SYP . ®s SCALE: 3/4" = V-0" EACH TRUSS GLASS BLOCK INSTALLATION NOTES � NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONNECTOR s�s � CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL7 SEE LINTEL EXI TIN ND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR SCHED. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL ENTER SO IT DRILL 3/4"x5" MIN. HOLE SET BAR IN 4r 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP PRECAST LINTEL A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL SEE ELEVATION TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR FOR HANG MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER OVER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (MAX. 4'-0") y #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP &MID OCCURS SECTION @ROOF EXTENSION M Z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL WITH MIN. 3" COVER 6.0 SCALE: 3/4" = V-0" SS oU) (EVERY OTHER < FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP U- w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 61NCHES WHENEVER IT IS NECESSARY TO USE MORE ° p U SEE SHEET D2 AND SIMPSON HTT4 w/ (18) 10d x 1 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ° X o ° w � v � A REINFORCING AS FOLLOWS: PLACE LOWER OF MORTAR BED JOINT. DO NOT FURROW. SEALANT _ _�_�� = u o I I- FLOOR PLAN FOR 1/2" NAILS TO STUDS & 1 ( ) MORE INFO 0- 1 HALF IN PRESS PANEL REINFORCING INTO PLACE. — — — — _r g . ��I —I I — — - 5/8"DIA. ALL THREAD ROD EPDXIEDw/ SIMPSON SET z #5x6 EMBEDDED INTO „ 6 MIN. LAP SPLICE W/ o I ��I I o — „ EXISTING FOOTING 2 #5x6 IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL R 0 REINFORCING PANEL _ III`" ., P EMBEDMENT EPDXY MIN. 6 EM E MENT & cn Ln FILLED CELL SMOOTH. DO NO FURROW. ° — I� 3 MIN. EDGE DISTANCE � c� DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE :.. , I F c. I ii7 SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p . ° : .;, 13. G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: _ ° C„ '�R M REMAIN FREE OF MORTAR. z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r • o � ' TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° 4" SAW CUT 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) A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. I i SCALE: N.T.S. 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. RETROFIT FILLED CELL DETAIL 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" a RETROFIT FOR MISSING 1 FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR MSTAM STRAP SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. SCALE: 3/4" = V-0" 91*4 CY- ,� cz Cn 00 >e 0,.. ,. jz~ M N O N ti N 0 o vq :> aA * n• .S� ar F��F9iPt8y�t' To the best of the Engineer's knowledge, information and belief, the structural plans and specdications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q c, EE S O U N R N n v 000 N LL a) r17 LL � N a C%4 0 113 rLu 6co,;T L j J LL LLL a rn z t7 CIL o 3 ,= mom o o �. rw M 0 � (4 CO m J W r t11 co T W Z IL JAW O Cl) Z < 0 z N 0 U) E-• Z OU ❑❑❑ W z N M o o rb NN¢ z O Q N N z CD C W o +� u, � U 0Q) N v , Lll o [_. N D ZD CD Lu J E 0 z � 8 v o m co ®® N m I� r< w o z E �o �wo >M z a 0 E C.1 0- z z® oa 00 E or �_ o< &Z wgzz �� p ~, C m QJ Y m z, z ¢ w 8 3 0a 50 U:) T a W W p m <o -- o v w` ;o zl< a 3 >M d' �a c� W M 014 O 00 .-N Q � a U N m O -2 "qt. t6 Ch O T CNN C Q M c'M N M o z z E N CD N �' ca _ a U Q 0 JOB NO : 23-00502 SCALE : AS NOTED SHEET NO. SS t I I — — — — — — — — — — — — — — — -I CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDSS 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 21 O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS vv/ c.- 1 vu Lw awl 1 1 1 wvv v v 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) 11 x 1 1/2" NAILS EACH 10 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. 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) 11 TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 11 COMMON TOENAILS TO BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT CL OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER TRUSSES HIP SIDE OR BOTH IF REQ'D) G. (2) 12D NAILS - AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. WOOD POST, SEE FLR PLAN FOR SIZE & BASE CONNECTION SEE PLAN EXTEND n _ SLAB 1 1/2" (2) #5's CONT. T&B w/ -I �I �1� #3 STIRRUPS AT 4'-0" - WHEN DEPTH PORCH SLAB SEE EXCEEDS 30" FOUNDATION PLAN GRADE N _ 2 ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY z 0 a W w w W fn Sk INTEGRATE M KNEEWALL IN MAIN HOUSE REQUIRED 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 II CORNER FILLED MAX 3 SOLID. SEE ELEV. COURSE FOR BASE SIZE (3) #5's EA. WAY PORCH SLAB SEE 4 Ak SLAB LEVEL FOUNDATION PLAN -II (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 TO INSTALL #3 STIRRUPS AT 4'-0" - MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH -T ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" V-4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. 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 TO INSTALL #3 STIRRUPS AT 4'-0" - MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH -T ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" V-4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. A -A ALTERNATE BLOCKING SIMPSON LSTA18 W/ (12) 10d NAILS SIMPSON HUC410w/(14) F -I SEE PLAN FOR CANT. CENTERED AT 16d INTO HEADER & DETAIL @ INTERIOR BEARING SPLIT TO TIE BEAMS TOGETHER I (6) 10dINTO BEAM -SEE ROOF PLAN FOR MORE �- 3 INFO SCALE: N.T.S. 1\j WOOD TRUSS SEE FLOOR PLAN FOR q PROVIDE BLOCKING AT ALL TRUSS BEARING SEE FLOOR PLAN COLUMN SIZE & BASE CONNECTION INFO —7/16" OSB FLITCH PLATE REQ'D ONLY WHEN TYP. WOOD TRUSS BLOCKING DETAIL SUPPORT WHERE TRUSS DEPTH EXCEEDS FOR COLUMN SIZE L I L— INDICATED ON BM. SCALE: N.T.S. STANDARD HEEL HEIGHT & ADDITIONAL INFO. — —� 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR — SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A M D/PLANOPTION CONNECTION INFO B OPTION C SCHEDULE/PLAN PORCH SLAB SEE EXTEND FOUNDATION PLAN SLAB 1 1/2" — (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-1 WHEN DEPTH EXCEEDS 30" _-- GRADE iV Z 1'-4" PORCH SILL �15 SCALE: N.T.S. 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" z c o • W Q PORCH SLAB SEE - CL N FOUNDATION PLAN w cn 2 Z LU (2) #5's CONT. T&B .: W/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" _ LOWER OR GARAGE SLAB 1'411 SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. 2X4 STUDS w/ SIMPSON SP1 w/ (10) 11 NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ XX (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a� FLOOR CONNECTION r22� SCALE: N.T.S. COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N. 0. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR TOP OFT M J SEE PLAN FOR CANT. IF INDICATED CORNER `I�—SEE FOUNDATION �►'I PLAN FOR MORE INFO 5" 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 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. r. 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 9 SCALE: 1/2" = 1'-0" %2' CDX PLYWOOD OR 7/6" 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 SECTION SCALE: N.T.S. CV r COMMON TRUSS W/ INTERIOR BRIG. SEE PLAN FOR CONNECTIONS INFO. RUSS/ d!qT_0P WAL EE 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/ V EPDXY ANCHOR OR J-BOLT OR Y2' TITEN HD ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT I MAIN HOUSE SLAB (2) #5's CONT. T&B W/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GARAGE MONO// 21 s oUj em .aC � :tea ...•^ .lei :� M N 0 N ti N M 0 `>r i . r 5 }� ✓� !T • i y i'� L- '6 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 W S N 3 10 Q O -0 N n ik ry5 N 2 � V 3LID— 2 N LL LL N (nrNn- LL W a U_ u_ a Y Cz zboo roof 2 0 O: '� N CO 0] W Q IL W 0 2 P-;;W Z N m Z o r z o ❑ Z I-] El W ism CD N O o (0 z o � Q J — N r> N z a) _ 'n c o 1_i.l 0 w o �y N VN U) L; 0 �s C � rli G1 Q N 0 o w cl" ¢ Z a U_ E zo > E Wo z" 4 oa O CL O o V °Q tO ¢o ww <o 1 m o q O Y p > m �o >z z -5 m aw �z NON to ~°o Zs a a!'O w� =h m H ,� az 3 <a ¢p mi o a� V zl�d 0 ; =O = 0 a > CIO 0TO rn O Y U O U) m � N 4-0 0 M O N Q r- ai Z' M CV o N W c� z z E IO ` E -0c O C a U °� Q JOB NO: 23-00502 SCALE: AS NOTED SHEET NO. D 1 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 9 SCALE: 1/2" = 1'-0" %2' CDX PLYWOOD OR 7/6" 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 SECTION SCALE: N.T.S. CV r COMMON TRUSS W/ INTERIOR BRIG. SEE PLAN FOR CONNECTIONS INFO. RUSS/ d!qT_0P WAL EE 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/ V EPDXY ANCHOR OR J-BOLT OR Y2' TITEN HD ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT I MAIN HOUSE SLAB (2) #5's CONT. T&B W/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GARAGE MONO// 21 s oUj em .aC � :tea ...•^ .lei :� M N 0 N ti N M 0 `>r i . r 5 }� ✓� !T • i y i'� L- '6 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 W S N 3 10 Q O -0 N n ik ry5 N 2 � V 3LID— 2 N LL LL N (nrNn- LL W a U_ u_ a Y Cz zboo roof 2 0 O: '� N CO 0] W Q IL W 0 2 P-;;W Z N m Z o r z o ❑ Z I-] El W ism CD N O o (0 z o � Q J — N r> N z a) _ 'n c o 1_i.l 0 w o �y N VN U) L; 0 �s C � rli G1 Q N 0 o w cl" ¢ Z a U_ E zo > E Wo z" 4 oa O CL O o V °Q tO ¢o ww <o 1 m o q O Y p > m �o >z z -5 m aw �z NON to ~°o Zs a a!'O w� =h m H ,� az 3 <a ¢p mi o a� V zl�d 0 ; =O = 0 a > CIO 0TO rn O Y U O U) m � N 4-0 0 M O N Q r- ai Z' M CV o N W c� z z E IO ` E -0c O C a U °� Q JOB NO: 23-00502 SCALE: AS NOTED SHEET NO. D 1 — _ 11 I 11 1 11111111,T11111 — — — — — — — — — — — — — — J (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED ON FLOOR SYSTEM TO MASONRY WALL BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING . IS INSTALLED). SEE FOR 2 BLOCKING DETAILS FLOOR SYSTEM SEE PLAN II � 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 1 SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR JAMB STUD AO SIMPSON SP2 w/ (12) 10d NAILS 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP BO SIMPSON LSTA24 w/(18) 10d NAILS T P. 2 - 2 x 4 SPF n 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 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 O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 EWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP (2) - 2 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 6" SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE r5r5 FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF, SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (2) 10d TOENAILS AT EACH (1) 2x SILL PLATE W/ (2) 12dTOENAILS. END OF SILL (MAX. OPENING EXTERIOR HEADERS(1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET BUT NOT EXCEEDING 6 FEET, LS30 w/ (6) 10d x 1 1/2" EACH SIDE 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 �/" l FLOOR DECK W/ 10d NAILS @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM r9:� SCALE: N.T.S. (2)- 12d TOENAILS 2x4 TO TRUSS TOP. GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL G) BELOW AND ALT. BLOCKING INFO O A 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT 11� SURFACE 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 8d NAILS @ 3" O.C. JOIST SEE PLAN WALL SHEATHING (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIST END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) - 10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10d 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN (3) 2x #2 SPF STUDS @ HEADERS END ND OF HEADER SEE Q/S4 FOR .EXTERIOR (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. ,X SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/ 10d NAILS \ ` (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1 /4"x2 1/4" � TAPCONS r;; `. FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] 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 GIRDER/COL. CONN. )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 2nd FLOOR SCALE: N.T.S. SEE 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 I I (BLOCK SOLID) SEE PLAN FOR I I COL. SIZE I I _ = SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ .° MIN. 6" EMBEDMENT SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. @ GIRDER r7 SCALE: N.T.S. 2x4 STUDS PER PLAN o DOUBLE 2x4 TOP PLATE 2 S 10d @ 3" O/CWFXT PROVIDE 2x4 ON 4 TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS --v PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. 3 TOP SPLICE JDOUBLE 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @ 3" O.C. 11 (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB 2x CRIPPLE AT EA. INFO END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS FLOOR DECK @ 8"o.c. FLOOR TRUSS/ WOIST SEE PLAN SIMPSON LSTA30 FROM WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTIOI OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT CLIPS) NAIL BACK LEG OF CIPPLE HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUT: DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C. TYP T & B (2) 2 x #2 1 SYP U.N.O. \ / 2 x CONT. T & B (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. 1 BOX HEADER (2) SIMPSON LSTJ2 wl (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 I TOP AND SIMPSON SP1 w/ (1D) 10d NAILS AT BASE a *PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS 2x CRIPPLES TO SITUATION. CONNECT G.T. TO MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) o°.o• o•°.o• 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 NAILS (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 4'4" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END (2) 2x SILL PLATE 2x STUDS @ 16" O.C. ALT. HEADER ANCHOR s SCALE: N.T.S. 1 or o b > W o tj �4.1 CIA {fj zc: Tr M N 0 N N M 0 ,P syN" S9SB� e0 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 qE O Q N -• N n v W�'� c 7LL7C y It LL U a ° err U w MC)� w a a 13 0 C7 LL u-Z -C M 0I 0 �(0N(fl m � Q W o�r� ¢ m Cl)°i °' 1:: W Z LL w N MZ O F z 0 OU ❑�� z W z N M og z � N �c V) N a N ij— NIZ w S �V) � v LU M H J E U p l 0 Q � N -® o Jz w C 03 a cd-E a 0 Q =o �o oLL F� >m Zo < z® oa tc° ra o E g o� 0 o o01 0< ~ Qo wo Ww �� co O C <z Z? o y mo 0 °m<W �Z 02 <0 VUJ � o a z �~ o cn wa ;o a r v zl< °3 2O 0 = > M Om CU CU cD ccco W m N c L0 M O ~ o o O Q C r a1 M Ch CV o z z N �' M U 0 n. JOB NO: 23-00502 SCALE : AS NOTED SHEET NO. D2 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 t 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 JE BARRIER & tARILY SECURE WEATHER RESISTIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTK 1. Cut, fold up & temporarily secure' resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape Ji WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW 1��1�1:1vL'l J SELF -ADHERED FLASHING NAILING FLANGE '.t•R�i�l�ll\l . SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2xFRAMEWALL PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as, Gin 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 TILE FINISH- 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTF FILL WITH GROUT SLOPED MUD BED - VINYL SHOWER PAN 14 M_ a WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING WINDOW UNIT FLASHING REQUIREMENTS �- SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4"A "BEAD OF CONSTR. (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID EXTERIOR PROOF CAULKING R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR KING CEMT. FIN. y providing EQUAL WEATHER water within the wall assemblyb a water-resistante exterior cladding as required barrier behind the uired by Section R703.2 and a means q SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or suBFLooR other a roved water -resistive barrier shall be a lied over studs or sheathin of all e t r r all N 15 h 1t f It h II b I' d SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND / OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING v \ 1 0 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK 1'-4" PER PLAN 1'-0" PER PLAN SHOWER SEAT G SELF -ADHERED FLASHING OUTSIDE CORNER Q w m Q � l OW.. a PLASTER STOP = W CONTINUOUS BACKER 0 ROD & SEALANT W LJJ = o: w U) O Cn = A pp pp g x e to w s o. asp a e s a a app Ie _- horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 ==. inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 ? 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 CEMT, FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER ISO Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW (SEE DETAILwP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, ` �� (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 EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA- 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2following: p5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 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 2 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. ' INSIDE CORNER m 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. Ji Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in gutters. LF-ADHERED FLASHING TCH HERED FLASHING 2 14 5 1 FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH _ WRAP DP WRB ONTO :'T THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE f THIS NATU DO IN, DRIP ACCE Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB% PLYWOOD, DENSGLASS 2AL FRAMING 2AL SHEATHING 3AF PLANE WRB AK WRB' Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. _ _ Cement o * PLASTER STOP A Plaster CONTINUOUS T OUS BACKER ROD over floor block a & SEALANT 1 SOFFIT/CANTILEVER 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 1 112"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 0 :a ra � v M , >4 CJW .5 = ,e .ter .�' = M e. �LL M CV N r- CV Ch C=) Ct ®` ti$3ilti,10 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. H O E SO N Lo 4 o M q ` Co 0 n W C4 N � a V I C J ate+ P, 4 a Y f JLL LL Z Z zz -C O O a NCO m Lu Q W N C7 Z U O F ZWHAMW o ❑❑❑ W M � N O o � N c U) _ o �-0 l L. T11 � V O U o V) �V) r6 r_ v 6 i caJ J I i; w t� o m 0 Q W M Mill J Z G Z Q LL E wo Z< E 8 Fz Z ❑a 9 ns O gg r °o O 4 ao wo WZ w t J id � az mo <z IO CIO o c +f � Z Z N W m ¢� 0 O WF �O F M �t z< d S E2 >M 0 d' Ca c� (0M CU ?>, C) Y C) U) m N c L') to co o .Q o N << � T- ui E w C+O N co o Z r> E NCo E .. C 4- U Q p JOB NO : 23-00502 SCALE : AS NOTED SHEET NO. WP1 Mounting Brackets (10 Ga 4-1+2e x 4-112' x 2-12" Back Cross Stlpiport (May be cut to W) See Anchor 50edule Right Bracket (16 Gauge) 112" Dia. A325 4, [y ,k ff 14 Self-Dril lint, "C: Ur9t Dworn Edge a � Hurricane Strap (1`yplcA3infront) Front Cross Support Self- o king Nuts (May be cut to GYP) Left Bracket (16Gauge) #14Sel )rilli ig rt o'sThru Wackets Back Cross Support into A/C Unit Sworn Side (Typical! 3 each side for -hurricane a_ne use) 5E a iklo atatdlutim. us eruct- .,.—P4arylriari earls 1'labtttd-zac^?tic arac - '- led R zkm � 4Pf x avai'laiaie arpan 4layps�[ I last 0,111,1111l ) Florida Department of Business & Professional Regulation Page l to Building Codes and Standards tilalaozJ Product Approval Application Detail d � n Cede Ili or ante Date Date Pendlna ante 7VD. version Manufacturer contact Endneer 1 License Vall"Wed Bc Validated alubmIred FlICAM—al Appryd meatus Affirmation 2020 Smart Vent Products, Inc, Michael Giahem Hermes F. No'ene P.E. Locke Boreden P.E. 12M 812020 1?Ji612020 112281202e Aopm-d Category: Structural Components (877) 441-836a. PE-73778 (334) 300-18n0 SubCategorg: Products lntrodoced as a Resultaf Info@smalventcem N— Tectim lmly Compliance Method: Evaluation Report Irma e Florida Registered Architect or. Licensed Florida Professional Engineer FL#5822+riaducts Quality Assn,— Approyedfm Uee Aooroyed for Use Imoact Conan San # Protlud Modal: Numher m Name. Product Desaiotian Contra Emiredon Data nJ HVHZ Outside HVHZ R-hunarM .:Pressure 1 amanVent Mortal#1S4D510 Dual Function Flood and Ventilation Vent 1X312023 Yes Yes NA +100A100 2 SmadVent Model #1:$40.511 Dual Function Flood and Ventael Vent 12012023 Yes Y. NIA +100Fi DO. 3 9manVent Model#1540-520 Insulated Flood Vent' I2/312023 Yes Yes NIA •10Dt-1Do 4 SmertVent Mode1.#1540.521 insulatetl Flood Venl 121312023 Yes Yes NlA +160F106 5 , Inland Model 91540-524 16&qud; Gig ga Door Flood Vent 12,312023 Yes Yes N1A WA 6 SmanVem Model#1540-570 Wood Wall lnsWeted Flood Vent 12)31)2023 Yes Yes NIA +10011DO SmartVent Model #154M74 14.5&qua: Garage. Door Flood Vent 12r312C23 Yes Yas MIA N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall page 1 of mv;di 1 � ,< ,o:u , c _ . � . a �.r ... 'fir., v - _ v.,N �- •� ..a '�5alr€� �€,g, ,�" � . _ .. P - e Y' d .. .. .1x� . Coda JFrItty Gate Data Date lewitc ra own 21m Version Manufacturer .Caroled Ermineer'&Ucense Validated By Validated SUortliled FBCAoomval A=,,,d star - Revision 2020 Drexel Metals. Inc. .Jason Shuman ZacharyR.. Priest Locke Bowden P.E. Oti1102020 OSM912020. 0B2ikU20 10113202o Appealed Category: Roofing f,5021303-1511 PE-74021 (3341 300,MCO subcategory; Metal Reding 7shuornmed-cret-rin Complance'Method: Evaluation `Report Rom a' Rimid. Registered Architect ore; Licensed Flood. Proteselonal Engineer FL#17879.46 Prorluds Quelfty Assurance Approved for Use Avail for Use Impact De61011 S_eg_p Potluct M11ode1 Numper or Name product Description ontract:Expiration Date In HVHZ Outside HVHZ ant pressure 1 DraxelMetel Roofing SJstems DMG 1DONS, 0MC 15088, DMC 175S, DMC.2005, 121312025 Y. No NIA +0/-180 DMC 5V Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2 &4 3/erom <..,,:�•ors h � - - _, <0 ,-...„. .�, - ;,.: _. ti� -'s''�'-Y�. �:9�'�-,.o^�', ` '. 3 : _ - -� �vn�'3�`-' .. �i-ftaa�"wVi'.�N ��'':"�'r' Code entity or Data 2& Date Plindfin gate Tn.a Version Marwfacturar cmdact Engineer&License VaIdAol By: Validated submitted FErAoorovzl Aoomvea Status lo Rerisn 2020 Thomet TNCMporallon Steve Javerson Lyndon F. Schmidt RE Ryan J. 11%. P.E. 04/15/2021 IM112020 d42912021 0600=21. Approved Category-. Exterior Ooms (80o1843-7-628 PE434011 t813m76T-6555 subcategory: Swinglnp Exterior Door Assembiea' sjaspersdn�ihermatru.c Compliance Method: Ew iluatlon Report from a. ore Florda Registered Architect me Licensed Fimda Professional Engineer lamt" 6sR5 Products Quality %uranca Aoorseed for Use Aooroved for Use Imoact Delon Sea #f ProdudModel: Numbetor Nare Produd W.Hntlan Cantrad Exolrallon Data In HVHZ Outside HVH2 ReslstaM pressure 1 e. Theme-Tru Fiher-Claes'c end Smooth -star Nominal ($039:6.8quddmpadbquat Opaque 12/312021, No Yes Yes TWA Co poske Edge Fmeryless Single: Door IlnwM910utswl coXecrifigurallon) 2 b. Thama-Tin Fiber-ClI .s and. S—th-Star Nominal 8&#358&qud;imped&.qud; Opaque 12nia(128 No Yes Yes N/A Composite Edge Fiberglera Single. Door with 8ldefde(s) (inslving/Outswing: XO. OXm OXO comlguralionsl 3 c. Therma-Tru Fbar-Gassic arid'Bmoom-Star Notional 68439:8 &quetlmpad8qua: Opaque -12/312026 Me Yes Yes NIA Composite Edge Fiberglass Double Dow With or 'ant out Slddiias/ln-ing+OutsvOrg:XX or OXXO ccnflg9r@lions) 4 d-Therma-Tru FlbenCliisdc,.and Smooth -Star Nominal8&.#38;Qaquo;impmI6,qudt Opaque 121312026 Me Yes yes NIA C osho Ede Fiberglass Single:Door rp 9 9 Msv,'n routavrn ;xconfiguration) f 9 9. 6 r. e. Themha-Tru Fine-Classlc anp5moolh-star Naninal BH#39 �o ot'Im o& oto opaque &q" Pa 9a P 9 iZ3i2026 Plc Vas Yes WA Composite Edge Fberglass Single Dom with Sdela s fins I /Outs.�l XO OXm OXO e() rig rh9 ccnfigumtlonsl 6 f.Therma-Tru FfeenChitslc and smooth-Stem Nolminel88#30.0&qudilmpactkIot, Opaque 12131R026 No Yea Yee WA Cernpoaita Edge Fiberglass D uble Q.—Min m with ern Sldalkes kl—ing/Outsaing:'XX:or OXXD configurations) 7 g There-Tru F per-Classlc and SmmtE-Star Nominal 6&#39 8 &geotampad&qum; Gle:ed 121312026 No Yes Yes N/A. Composite. Edge Fiberglass Singes Door (Insv,IngR7vt.4 ling, %C4nfiguCaklon) a K. The--T. fiber Cd%In antl Smooth -Star Meminel 6&#39.8 &qual•Impect&quot.Glazed '17/312026 Nq Yes Yes N/A Canpodts Edge fiberglass Scope Daarwith SIdeINe(s) (I-McgAOutVY rg; XO, OXm OXO crnfgur alionsi 9 I. Thema-Tru:Flbar-Classlc and Spica Nominal ZmI38quot;Impiet&quot Glazed 12r512026 Me Yes Yes NIA Conroe Ed eFlber lass Double Doorwth or unP 9 9 %vbout dsRcs l—in 10ufsuan X or OXXO SI i 9 g X configurallwis) 10 J.Theme-Tru Fiber-gassk and 5modh-Star N nfimil 8&.#3910&quol;MPad&quo; Glazed 121312026 Me Yes Yes NIA Campos it Edge Fiberglass Single Door (InsninglOptswing, X cmggumgon) 11 k. Therma Tru Fiber-Classlc and Smooth -Star Hardnal 8&439 0 &quit Impact&oust, Glazed 1213112026 No Yes Yes NIA Odmposite Edge Fiberglass Single Doo•alth SdeiBel ) (Ins ingKhasving; XD. DX or GXD configurational 12 I. Thema-Tru Fiber-gasaic: and 8—th-Ste, Nominal8&#36 0 &quorlmpact&quet Glazed 12/312026 me Yes Yea NIA Composite: Edge Fiberglass Double Ooo N'ithor Nfith out WaIHCS'(1nsMnWOutsNing: XXor 0XX0 coareuratlans) 13 m. Th-Tru Fib-0—lc antl Smooh-StarN Dal 8E#398m8quoimPac&qu d Glazed 12131226 No Ye Ye WA Molded open Composite Edge Fiberglass Single p W configuration) r Insmn k p X do o) ( glOu g .fig 1 4 herme'Tre Fitter -Classic and 5"oola-Star P. T m. Nominal&&#39,8 &quit Impact&oust Glazed IM-I2G26 Me Yes Yes N/A Molded - Com .ete Ede Flbar lass Sln'le OP P 9 9 9 Door with GlazedMolded Open Sidelitets) (Inewing)out-mg XO,OXC QXo on4guralions) 15 o. Therma-Tm Fiber-Gasalc and Smoom-Stet Nominal 6&#39.8&q&Jmpect&q tGiazed 1WV2026 No Yes Yes NIA Molded Open Compos teEdge Fiberglass Double Door kith or+.rthous Glazed Molded Open Sidelites (Insvdng10u% ing')(Xor OXXO ccnfiguratlons) 16 p.'haona-Tru Flbar-Classlb and Smco h-Star Ncrrinal 6&#39:8 &.gUat:tmpaCl&gUot Opaque 12/312026 a. Yes Yes WA Ctmposlte Edge Fiberglass Single 11 with Molded Open Strante(s) (In"ingtoutswing; XO. OX or OXO—fig tl is) 17 :q.Therma-Tro:Fba101assle and Smooth -Star N Inei B&#39A&quotllmpact&quotOpens 121312026 No Yes Yes NIA. Compeshe Edge Flberglem Double Dow with or 4Neut Glazed Mooed Open Skills. (howdog.6mra. XX ar o= configurations) Florida Department of Business & Professional Regulation Pwaleft Building Codes and Standards 115/2021 Product Approval Application Detail •�N'" or�,<c-r,1�=r+ .,.' .a ... -"��d� ._ �isa�t�lor z.. .s.a .A �� - .r�tw�-.. ,,."���"�-'Y�.'.v` - ... ..;� ..> .. �-� , , ..mot, :r,:r� '2.�a".: t.. Cade glytityto Date Date Pandlnd me. T-0 Version IMamahturer Contact End— &License Validated air VaJlLtdty Sub t a FBC Aooroval April.- watus Revision 2020 PGTlndusties Jens Rosallski Miami -Dade BCCO -CER Mimi-Dado 8CCO-VAL 11fleU020 10nS7020 11242020 Approved Cangory: Extorter Doors (941) 486-11taa (780 315-2500 Subcategory: Sildng Extarm Dom Assembfi- pros—lit@p0industdes.c Comprance Method: CertlncatlorrMirix or Listing am PS1:R33Produota Cualiiv Assurance Aawovedler Use Armwedlor ilea Irmect Deal - Sao# Product Model. Member or Name Product Descrlotlon Contract Explodkx, Data In HVHZ Outslda HVHZ Rasxtard Pressure B SOog (Large. Were Impact) 1any1 Sliding Glass. Door 0411412021 Yes Yes Yes N/A March 6, 2023 PRODUCT APPROVAL S'PECIIFICATION SHEET(2023) • s i FloridaF � Administrative rstrative Cale � ? le provide the information end approval numbers the building components listed below If �, required by FloridaFl�orlda ���� 553.842 and ion � � m n £ please � p d rm pp o l cob n h u Iding mpone they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number s) Test Pressures Exp. Date I. EXTERIOR DOORS A. SWINGING Therm aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL 0461.1 + 7.01-67.0 psf 12/ 1/202 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 + 7.0/- 7.0 22f 121 1/202 Therm aTru Fiber -Classic and Smooth -Star I(+ PACI FL20470 +80.0t-80..0 psf 12/31/202 S. SLIDING MI Windows and Door Series 420 FL15332.1 - FL15332,5 40,01-40.0 psf 1213112024 PGT Series 5570 NOA 21-0205.03 +38.7/-38,7 psf 4114/2026 Della Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 000/8100/8200 #1105 8X7) FL8248. +31.01-35..0 psi 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 16X7 FL8 48.10 +30, 1-33.5 psf 12/311202 Wayne -Dalton Series 8000/8100/8200 #1124 (16 7 FL8248.11 +34,41-38.3 psf 12/31/2023 D. METAL LOUVERED DR�A�' C�,IPTIes DlVlsion of AA�DGf Inc6 0 7 7 an 847 cat Pairs loci 0717 7f72 1 47f d Single airs of Doors FL11537,1 NIA See Inst sht) 1213112025 21e WIND01ilMJ'S A. SINGLE HUNG MI Windows and Doors Series 185 FL17499,2 +60,0/-60,0 psf 1018/2023 PGT Series 5500 FL239,2 N/A 7/3012025 Pella Corporation Series 10/20 FL11206 +35.0/-35.8 psf 6/17/2027 Pella Corporation rP Pella 10 Series FL16603 +60.0/-60,.,0 psf 6/2212023 B. HORIZONTAL SLIDER Ml Windows and Doors Series 188 FL15351.1 +55,0/-55.0 psf 2/16/2024 Pella Corporation Series 10/20 FL11161 +30.0/-30 0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 N1A 5/25/2031 C. Fi ED III Windows and Doors Series 185 FL15349,1 +60,,01-60.0 psf 4/312023 PGT Series 5520 FL243.5 N/A 413012025 Pella Corporation Series 10l20 FL 9�I 50.0/-50,i psf p �'/151 024 2 Pella Corporation 10 Series Flange Fred FL16280 NIA 5/2512031 D. MULLION MI Windows and Doors Series 5764 FL15353,.2 NIA 12/31/2024 PGT Series 5500 FL261.1 Nil 5126t2O26 E. OTHER. 3. PANEL WALL A. SIDING James Hardie Building Prod,. CemplankSiding and HardiePlank Lap Siding FL13192,1 - FL13192,2 NIA 12/3�1/2023 B. SOFFITS Aside �/Lap W' Solid and anted Vinyl Soffit y FL15272,1 - FL15272,2 + 75.01-?5,0 psf p 2/311 23 1 20 Alphas Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7130/2023 C. OTHER +4. ROOFING PRODUCTS A. ASPI-ALT SHINGLES OAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2025 , UNDE LA NTS B R Y_ E ' e Roo' ; Tamko for Shingle g 151 b Felt Underl a m ent y FL12328 A 6/2 ,120 3 9 2 Plyglass USA, Inc. (for Tile Roofs POLYSTICI4 TU MAX FL5259 N1A 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918,1 - FL16918,4 NIA 919/202£ Florida Metal Products, Inc Vent R V 10 8 FL215 0.3 N/A 12/3112024 Lomanco4 Inc DA-4 Exahust Vent FL17202A +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849,27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849,16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF 'Drexel Metals, Inc, DMC 100NSr DMC 150SSf DMC 175Sr DMC 200S1 DMC 5V FL17679,1 +0/-180 12/31/2025 5. SHUTTERS A. S O PANELS STORM Global Protection Productss Galvanized Steel Storm Panel FL1 076;1 - FL150 ,12/31/2023 5 76 2 A All American Shutters' & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2023 6. STRUCTURAL COMPONENTS A, WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B, TRUSS PLATES ITW Building Components .Alpine Truss Plates FL1999.1 - FL1999,4 N/A 12/31/2024 MI Tek Industries', Inc. Truss Plates FL2197,1 - F L2197.5 NIA 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Beard, LVL, PSLr LSL FL6527,.1 - FL6527,5 NIA 10/3112023 D. [MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9111/2023 ommercial Concrete Products, Inc Commercial High h Strength Concrete Lintels FL1774 NIA 5125/2024 Florida Department of Business& Professional Regulation Pagel of Building Codes and Standards 1)252022 Product Approval Application Detail >it,5'e_.:.sr-_ cs�. ,. K .c�'��,ro� e �-'-4�. � _ "�:e�!�q'°:4`�^�i�v��5�'�.s '4a�$�,..�3.. ' _ ��SkY.afi;.d`"'. '�. "Tzdi mu .._ _-�il..E`,fjd�.£tv+�"4�-.'�,- .,� G.�".8� v:: 5{`,�. 4ivS„W.> .� 6.'f�4" .lit t,} � �51, •. Cotle. Entity or Date Data net, round [no tat Tvve Version Manufacturer contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2020 Thera-Tru Corporation Steve Jasperson Lyndon F. Schmidt RE RyanJ. King, P.E 07123/2020 07/1212020 0712912D20 1W13i2020 Approved Category: Exterior Doors (800) 84X7628 PE-43409 (813) 757-6555 Subcategory: Swinging Exterior Door Assemblies sJospersonCtharmOrtroo Compliance Method: Evaluation Report from'a in Florida Registered Architect or a Licensed Florida Professional Engineer PLXW470-R3 ProduLrq. " - Quality Assurance Aooravedfor Use Aoprovedfor Use Impact Design sag Prod uct Model, Num her. or Name Product Deserl ption Contract Excretion Date In HVHZ .outside HVHZ Resistant Pressure 1 a.Tharma-Tru Fiber Classic and Smooth -Star Nominal a&t398&qu0tlrnpact&quota opaque 1713112022 Yes Yea Yes NIA Composrte Edge Fiberglass Single Door (Insuring/O is +rig X cnnfig mil ) 2 b. Thera-Tru fiber -Classic and SnropthSty Nemmal6&#398&quotirnpacAquot, Opaque 1W3112022. Yes Yes Yes NIA Composite Edge Fiberglass Single Dooruwth Sidelite(e) (InewinglOutsmhg XO, CX or OXO configumtlans) 3 c.Therma-Tru Fiber -Classic' and Smooth -Star Nominal6$#398&quotlrnpact&quce;'Qpaque 12131f2022 Yes Yes Yes N/A Composite Edge Fiberglass Double Door with or without Sldelites (InswrlgiOutming; XX or OXXO configurations) 4 d.Therma-Tru FIW-Classic and Smooth-Ster Nominal8&#39' 1)&quotlmpact&quot Opaque 12131M22 Yes Yes Yes NIA Composite Edge Fiberglass Single Door (InswinglOulswing, Xconfiguration) 5 e.Therms-Tru Fber-Classic and Smooth -Star Nominal 8&#39;0&gUot-,J ipoct&qual. Opaque 12/31J= Yes Yes Yes NIA Composite Edge Fiberglass Single Door awth Sidelite(c) OnswinglOutsvdng; XO, OX or OXO configurations) 6 f: Therma•Tru Fiber-Classlc and Smoeth;Slar Nominal8&#390 &quotimpact&quot Opaque 12/312022 Yes Yes Yea < N1A Composite Edge Flberglass Oouble Door—Wth or wideut Sidelifin (lnewirg/Outaw4ng, XX or OXXO wnfiguralions) 7 g. Therma-Tru fiber-Classlc and Sme th-SW Nominal 6&#39,8 &quotimpact&quot; Glazed 12/312022 Yes. Yes Yes NIA Composite Edge Fiberglass Singie Door gnsWinglQuiswing, X configuration) 8 h. Therma-Tru Fiber -Classic and Smooth -SW Nominal 8&#39 8 &quotimpact&quot, Glazed 1213112022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door with Sidel3e(s).(Inswing/Outswing, XO, OX or OXO configurations) 9 i. Therma-Tru Fiber-Classicand Smooth -Star Nominal8&#3$8 &quctimpact&quct Glazed 12131/2022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door vrith or without Sldelites.(lnswing/OudwAng XX or OXXO configurations) 10 1. Therma-Tru Fiber -Classic and Smooth -Star Nominal8&#39;0 &quotlmpact&quorl Glazed 1213112022 Yes Yes Yes NIA Composite Edge Fiberglass single Door (1—ing/Out-Ang; X can6guretidn) 11 k.Therma-TIU Fller-Cossle and Smooth -Star Nominal8&#39'0&quotlmpact&quot Glazed 1213112022 Yes. Yes Yes' N(A Composite, Edge Fiberglass Single Door Win Sidelite(s) 0ns*ng1Outsrving; XO, OX or OXO configurations) 12 I, Therms-Tru Fiber -Classic addSmooth-Star Nominal &&#W,,0 &quotlmpaot&qugt, Glazed 1213112022 Yes Yas Yes WA Composite Edge Fiberglass Double Door with or without Siddis s (Inswing/Outswing; XX or OXXO configurations) 13 m.Therma-Tru Fiber -Classic and Smapth-star Nominal 6&a388&quctlmpaot&quot,'Opaque 121312122 Yes, Yes Yes WA Composite Edge Fiberglass Single Door lwth &quotNo»-Impact&quoit Sidelke(s) (Inswing/Outswnng; XO OX or OXO configurations) 14 n. Therma-Tru fiber-Classle and Smooth -Star Nominal 6&#39,1, &quoglmpact&quot Opaque /2/312022 Yes Yes Yes NfA Composite Edge fiberglass Double Door with &quot;Non-Impad&quot( Sidelltes (1 nsWrlglCutsW ng; OXXO configuration) 15 o, Therma-Tru Fiber-Classicand Srrwoth-Star Nominal 8&13RD &quvdmpact&qua(; Opaque 1213112022 Yes Yes Yes WA Composite Edge Fiberglass Single Doorvdth &quot;Non-Impact&quo ; Sidelite(s) (Inswing/Outewing, XO OXor OXOconfigurations) 15 p. Therma-Tru Flbar-Classid antlSmoothStar Nominal 8&#See &quot Impact&quot, Opaque 121312022 Yes Yes Yes N(A Composite Edge Fiberglass Double Doorwith &quot;Non-Impeot&quot; Sidelttes(InswinglOutswAng; OXXO configuration) 17 q. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;8 &quoit Non-Impact&quot Opaque 12/312022 Yes Yas No NIA Composite; Edge Fiberglass Single. Door (lnswiMfoutenMng; Xconfiguration) 18 r, Therma-Tru Fiber -Classic and Smooth -Star Nominal8&#398 8quot:Non-Impact&quot; Opaque. 1213112022 Yes Yes No WA Composite Edge Fiberglass Single Door with Sldelite(s), oneWnglOu6w4ng; XO. OX or OXO configurations) 19 s.Therma-Tru Fiber -Classic and Smooth -Star Nominal6&#39.8 Rquct;Nonimpact&quot Opaque 121312022 Yea Yes No WA Composite Edge Fiberglass Double, Door withor mthout Sidelites (ItlswiinglOutswing, XX or OXXQ configurations) 20 t Thera-Tru Fiber -Classic and Smooth -Star Nominal8&#3Q0 &quctNon-Impact&quot Opaque. 1213112022 Yes Yes No WA COmposilQ Edge Fiberglass Single Door (I rc-AngfOdtsw irg;. X configuration) 21 u, Therma Tru: Fiber Classic and Smooth -Star Nominal 8&0go &quot Non-Impact&quot Opaque IM112022 Yea Yes No NIA Composite Edge Fiberglass Single Docr vith Sidelite(s):(Inswingloutsvwng: XO, OXor OXO confiauragansl 22 v.Therma-Tru Fibar-Classic and SmoottStar Ntinged&quo}-Opue aq Nomina188:#39;0 &quoton- 121312022 Yas Yes No WA Composite Edge Fibergam Double Doorwith or Wthout Satellites (Inswinglout6wing: XX or QXXO configurations) 23 w Therma-Tru Fiber -Classic and SmoothSter Nominal a&ftU;8 &quctNon-Impact&qudt Glazed 1213112022 Yes yes No WA Composite Edge Fiberglass Single Door (Inswing/0ulswing; X amfiguration) 24 x. Therma-Tru Fiber -Classic and SmocehStar Nominal W39:8 &quot.Non-Impact&quot Glazed 12/3112022 Yes Yes No WA Composite Edge Fiberglass Single Door with Sidalka(s)(fnawing/Outswing'XO, OX or OXO confguratidns) 25 y.Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&939;8&qucrtNon.Impact&quot Glazed 121312022 Yes Yes No NIA Composite Edge Fiberglass Double Docn-Wtin or yAthout Sidelftes (Inewing/Outswing; XX or OXXO configurations) 26 z. Therma-Tru Fiber.Classlc and Smooth -Star Nominal 8&939:0& uneNen Ion act& uot• Glazed IV31/2022 Yes Yas No N/A Composite, Edge Fiberglass Single Door pnswng/Outsvwng Xdxxrfiguration) 27 za. Therma-Tru Flier -Classic and Smooth -Star Nominal 8&#39:0&quotNcar-Impact&quot Glazed IM112022 Yes Yes No NIA Composite Edge Fi bergless Siogie Door with Stdel ke(s) (I nswing/OutaW ng; XO, OX or OXO configurations) 26 zb.Therma-Tru Filer -Classic and Smooth -Star Nominal 8&#39;0&quot;Non-1mpaci&quot, Glazed 12131/2022 Yes Yes No NIA Composite Edge Fl bergess Double Door W th or without Sidalbe (Inswingloutswing; XXor OXXO configurations) Florida Department of Business & Professional Regulation easel ore Building Codes and Standards 5 wit Product Approval Application Detail Code Entitor Date Date Can, Pending: Dale T os Version ManufadUrer CotdaC[ Enlim—A, Llcanse Wadded By alleged Submitted Fee Aooroval Aoomvad Status Revision 2020 MI Windows and Doors Brent Sltgnger Leis Roberto Lomas Steven A Urich, PE 1010.612020 10/062620 10AS2020. 12t152(120 Appr—d Category:. Exterior Doors (T17i 365.3300 PE-62514 1717)311-8454 Subcategory. Sllding Exterior Door Assemblies pziginger�minnd.com Compliance Method: Evaluation Report from a Florida Registered Architect me Licensed Flodda Por-sronel Engl-ar PL#95932•RB Products - Quality ASEumnce Approved for US& Awroyed for Use. Impact D.sloo Sea R Product Model. Number or Name Product Descrlotbn Contract Expired i Data 1n HVHZ Outside KVHZ Realadaint pressure. 1 SERIES-420ALUMINUM EGO SERIES 420 ALU MINU M SGD OXO 12)312024 No Yes No WA 145-314&quo1;x80&quo; NON -REINFORCED 2 SERIES 420ALUMIMUM 5GO SERIES420 ALUMINUMSGD OX XO.XX 1213IJ2024 No 'yes No N/A 96&qud,x80&quot PION -REINFORCED 9 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420ALUMINU M SGO REINFORCED OXO 12/312024 No Yes No NIA 145-3r4&quctx98&quit; 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420ALUMINUM SODREINFORCEDOX 12J312024 N. Yes No WA XO V'S6&quorx96&quot: 5 SERIES 420ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM SGD REINFORCED XXX 12/312024 No Yes No, N/A 143&gwt;x96&quad; Florida Department of Business & Professional Regulation Pagei &2 Building Codes and Standards. iFJf2021 Product Approval Application Detail pp ,:. Code EratN orData r Data ag Data Perna" Ousts �.t. Y' Manufacturer Piston er Enameer&License. Validated Dv Validated Ida aCAporoval F Approved Sl us ?,gL_.Y� .—i_ RvAsIon 2020 Wayne -malt -,a alulsion rOvehaatl Door Dwayne Krranh John E:Scales Jegray P. Arneson, P.R. JW12r2020 09i292020 1023/2020 12/1512020 Aopra+ed Corporation (n0d763-8121 PE-51737 (W4)821-5200 Category: Exlenu Doors dkomishOwyne-daften-e 6 hCategary: hactlonal 5x[erWf Dogr Assemblies oil Compliance Method: Evaluation Report from Plonda Registered Architect ore Licensed Flonds Professional Engineer FLN248-R20 Products - OualilvAssurance Amoreved for Use Approved for Use A I mDHd Oesmon Se �� Product Model. Number or Name Product Cescriotlen CoDate. iI1.Ili(i13 Outside HVHZ estate Prssure: �_ � 3 80001810018200#1105 99039 Meaveidth 14&#39; Max height. Glazing 121312023 No Yes Yee +31001-35-00 available In too or Intermediate section. 10 8000/S10018200 #1123 16039, Mac ofd g th l4&#39, Max height, t, Glazing 121312023 No Yes Yes +30.0pF33.50 available In top orinlemadlete sedian. I 8900ASIOD182DO#1124 169#39 Max width. I4MI)v Maxheight. Glazing 1213112023 No Yes Yes +34.4008.30 available' In too or intemletllete sadlon. Florida Department of Business & Professional Regulation Building Codes and Standards Product A roval Application Detail Approval pp page 1 of 1 IFQ021 Code En ltyor Data Data Date Pandim Data IK22 VerslM Manufacturer Contact End-.,&Li—p. Validated Validated Submitted FBCAnomval Aoornyad 21411111 Revision 2020 Curves CIVisicn ofmoo, Ina. Toni Hattay UL LLC Tray Bishop, P.E. 12M J12o20 121012020 122112020 Appravkd Category: Exterior Doors i 641 1 494-2513 (254)947-08BO ShcCategory: ExtenorDoorComponems tcm.renaye-eaebloy.co Compliance Method: Certification Mart m Listing m It Lm ..flB Pr openly Assurance Approved for Use Approved far Use Impact clesion Sao# lanal=Modal. Numbar or Name Product DeSC iotian Contract Expiration pate In HVNZ Pidsida HI NZ Resistant •Pr�ssu_R 1 SO? 70T, 727747, 757. 777, and 847 Single and Paire of Flush, Giezad. antl Louvered single and pairs of 12012(125 Yea Yes Yes NIA Doors hollow metal doors. Florida Department of Business & Professional Regulation Pager Utz Building Codes and Standards i18rD21 Product Approval Application Detail Code faulty or � Date Tale Dato pan 9no Date 3vre, VeMIDn Manufacturer Contact t3rmncar&Quarles Validated By Validated Submitted FSC Aooraral Aooroved Statu,. Revision 2020 MI Windows and Doors Brent Sitlfnger. American Architectural Stavan M. Unch. PE 11/17/2020 11117=0 1112712020 Approved Category: WndoWs. (717)365-3300 Manumdurers Assocetion f71?r 317-8454 Subcategory: Single Hung hsillinger@need dom Compllanoa Methotl: Certification Mark.or Listing Quality A"Wence Aoore-dfar Use Acoraved for Use Imoact Oesum -SanA Product Modal- Number or. Name Product Description Contract Expiration Data In HVHZ. Outside. HVHZ Resistant res 2 185 SH 5202 F ORange Frame IGISG Single Hung. 1 W062023' No: Yes No *601.60t Laminated Glass -4- W co O U N L N/� � � O Z3 O L .� `V U -0 CL 0 ca 0 c cn O 0 0— 0— O W co 0 O Co LL O .( !E N O CUO -0 .0 �� /U � Cn E Z Z W J LmsirJ G 'Z7 ..� ? Lit b'� 7 d°d � tI0 E C.1. .Sm9 9� E CS �1 U) L. CD E A�`a) W M > 0 L- O 0- 0 W 0 W Z Z Q J SHEET NO. PA 1.0. - --• N = _ N M (D Florida Department of Business & Professional Regulation Page of Florida Department of Business & Professional Regulation page of Florida Department of Business & Professional Regulation page 1 aft Florida Department of Business & Professional Regulation Page aft 0Building Codes and Standards rzsrzoz2 BulldingCodesandStandards frd2o21 Building Codes and standards lF021 BuildingCodesandSt'andards IF22Ds1 O -� � -i�c Product Approval Application Detail pp APp Product Approval Application Data Product Approval Application Product Appljcatloh Detail L w m < Code. EM1N prof Date Data .�. - .�.. __�.k��.._...._.s.. _ -2.. arm �_ `v Tt6!.. .... Version Mantrfac[urer _ Contact Engineer&Lidense Yalitlated ev Validated Sutanfttetl irs.-I FBC Apotoval Approved ,prow Status r ate - - Data Pendt� Dom- g E_raio PAR Dale Pmr,Vel ¢1rg Ogge Toa Vallon. Manufacturer l o CIXRact EnglneNB Lfcensa Vaatlatetl lav P tag Daze Dale Penclllm Validated C�b�iNM FBC Approval �e A�ggygg Bta[u5 � Revision 2020. Therma-Tru Corporation Steve.Jasperson Lyndon F. Schmidt RE. Ryan J. King P.E. 1010712021 W11 W021 10/1312021 12l15/2021 Approved eraa- ]YgE YYY(�. Manufacturer Contact Erwin ear B:Upeme Validated So Validated submitted Pt1C Approval Approved :atUs V,,I Tvpa Version Manufacturer CoirtaG Enainesr&Dransa YdWatetl By o Velitlatad &ttimit}etl Submitted FBC Approval Apgmvad Status � � �� Y.1CeY'^C .{.J � -Ha '^ +- Category: Roofs {8�) -- 7828 PE 43409 {813} 787.6555 Annotation 2D2Q PDT Indusides - - dens Rosv',rsN Mlemi-0ade BGCO-CER NuemFQede BCCO VAL 11g52020 11N52920 11fi 112020 Approved Revision 202a MI YJindaas find Doors BrentGtflngar American Arch ltactural Steven M. Und1, PE 10Ne12020 10i062020 10J15202o Approved RaNsion 20Z0 MI Wmtlgvs and apws &ant 5ltlinger Ametcan Archneglllral Steven M. t/rlgh. PE ' 112212020 if222D20 - 1128/2020 Apprpvatl VJ . - rso sudCate o :Sx4 fn :Fxteriw Door sjaspefsbn�.thermatYu.co ry: S)M g ry g R Category.N4ndau�s. (849)486-0100. (78H)318-2590: CaleHryry:Windaws f7171365.3300 MenulecturersAssoclatfgn (717)317.8454 Category: Window 1717)3863300 Manufacturers Association (717)317-8454 � Coin pllange Method. Evaluation Report from a m fiub0etagory. single Hung Jr4SrYlrekl@pg[Inguslde9,o subcategory: Hdizontfll5litler bsitlingef�,all!Yd:aam Subcategory: Fixed compliance, MeI Carhfication Mark o-Leting bslNingef@iniyid.com ♦ V Al � / V 1 W Flonda Registered Archdad[oea licensed Florida ComplianceMethod: Certificalton:Mark arlistlng om. Compliance MolhOd: Certification Mark cr Living '":. -: O Professi al En i on Weer g F 1:y233.R2sProHeairs: ':: , "; . , .i.' : ,., P 4#'15351 Ra Products :.. ,.,, .,.. ,. ,. :r. .:. , 'Le4 ➢-Rlerkadapfs J3! ., .: .' is . L L () F L#ig4Dt Tin?rod 1s ud ..__: Cawlifv: Asaur ante A permed fw Use Approved for use Ion a D esion duNlN Assurance A owovedfor Use :Apwoved far Use Impact Q 1 �ggL a alry Asttranaa Ap nrpyetl for Us, wovart for Use eQ llnead Gssigu Y.i. . : Exulratlon I1N HVHZ Outside HVHZ art Resistant Pressure Product Model. number Nacre Product Description coat E..k.th. tiara In tNHZ Donald, HVHZ � Resistant Pres_sum 5�;# Produetilodel. Number or Name Product Descdotlon CanUact Expiration Date n Z outside HVHZ Resistant Pressure Name Quality Assurance Aoorovediartrse Aidorovedfor Use 1 Sao# Product Model. Nund)er or Name Product OescHorton Contract. Date $gg,g or Glass +00/-60 L Sao# Product Model, Number or Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 2 GH55M(Large Missile lmpad) Vk,yle.91.Hungwra." o7730t1o2s. yes Yes Yea NIA i HS tB& Fiii and Flange Frame n.621 related Oi- 6211812024. No. Yes No. +55F55 1 165 PW 73x 72-Insidated 04103J2023 No Y. No �.c = -O ��eee���ttt 1 1 a. Therme-Tru Fiber -Classic and Smooth -Star Nominal8&#39:8&cuckNon Impactaluot Opaque 1W1/2022 No Yes No NIA `v Q u� M Composite Edge Fibergiass Single Dow 2 b. Therms-Tru Fiher-Classlu and Smooth -Star (InsveinglOutw ing; X configurabon) Nomina l6&#398&quotNon impact&quot Opaque 12131/2022 No Yes No NJA - � ^, O Composite Edge Fiberglass Single Door with ^' W W L.. Sldelite(s) (InsvimglOutswing, XO, OX: or OXO � -"a 0- nMaurafiana) �-.r (n O 3 .a Therma-Tru Fiber Classlomnd Smooth -Star Nominal 6&939.8 &quot;'Nan-Impact&quot; Opaque 12J31/2022 No Yes No WA i � 4� -Fr Fiberglass Composite Edge Double Door with or F-�. = Q without Sideliters {tnswinWOutsmng: JOCor OXXO configurations) 4 d. Therma-Tru Fiber -Classic and Smooth -Star Nominal 7&0R,() &quotNon-Impact&quot Opaque 12l IM22 No Yes No WA Composite Edge Fiberglass. Single. Dow 5 a Therma-Tru Fiher-Classio and Smooth -Star (I "swing/Outswing; X configuration) Nominal 7&#3$q &quotNon Impact&quct Opaque 12131/2022 No Yes No NJA Composite Edge Fiberglass Single Door with Sfddwti) (Ins'mnptoutswn9 XO; OX a oX0 8 f.Therrna-Tru Fibat-Classic and Smooth -Sfax agnfiinal 8&ns) NomNa18&#380&quotlNon-impaci&quot Opaque. 12J3112022 No Yes No NIA Florida Department of Business & Professional Regulation ion eg._. page1 of Florida Department: of Business & Professional Regulation 9 Pee i d1 9 Florida Department of Business & Professional Regulation Pa g. Pa ei &I 9 1% Composite Edge Fiberglass Single boor Building Codes and Standards. 115r2921 Building Codes and'. Standards 110/2021 Building Codes and Standards 1re2D2i (InsWngloutswing Xmrif'gulat(on) 7 9• Therma-Tru Fiber -Classic and:.Smooth-Star Nominal 8&#39 0 &quot Nwr 1mpad&quet Opaque 12/31/2022 Composito Edge Fiberglass Single Dow with No Yes No NIA Product Approval Application Detail PPm - F(OdUCt Approval Application Detail pP ppi Product Approval Application Detail -pp pdalite(s). 0nswingtoutswing; XO, OXa OXO - ..- t�< - - - , _ -. _ .. ,�. ..�- � -m_z-%mac:- ..-..,, . - - .. .� � -q. _ _ -. - .-. - _ _ _ ". � '. _ __ - _ > _ __ -- ._ � . � 4� '� � .--.,;a..� �-... � ,:a`,sc, :L. ° _. ' -* _. �:-:>sur, � a-- _ - - S _ _ _A. _ _ _ _ _ _ _ .. F_' _ -c ` ^+Fi -. - «,��,` - R��� �z`�,.._a__=x._..�s. �',-, configurations)_ Nominal Non-1m Opaque 92139120- Ye No NIA 8 h. Thermo Tru Fiber Class Star 22 No ro and u of not &q pact �9 Pas Composite Edge Fiberglass Double Door Wth or Code '� ,a =s�. � psi pro �._ _:..->... -;. ,.. -_ s.. ., Entity or _ _ .. _. _. _ .�, ... Date 0_t- Date PmlrBnb . _- Data _ � . .,.. � _ >a .� _.-_... rsggg ,... , _ : -_: -. -. - : y ve... _. .. _. _ , �- _. .. _ Entity or a ggtg Data _ Data Panama Data .. :. ., )':✓:`a_ec� i,: : ... _,.n , �_ �1:� � _ _ _, .. .. . ___ ,<.>:. _u- _ _ -... .,. . - .. .. �._. _.r.L�- _�V��.�'.�.. -_,. ��'x.' :. .. Y3T'P_.,_ ,,... Earn, or .. ,�i _ .. ,+e3t.. ,:&t.-.,'�'y �3..,�,�' r..�,>...�__.. 2dE Jot Data Romagna �k`�s . « -.. .. .., .-����._ __�.°.,,•,..,,:.._�,..: Date 4 without SWelltes' Inswi /OuhWm 1, XX or OXXO ( g g' T=e Y=a" Manufacturer Contem E.A.-&License Validated Sy Validated Submitted FBC Aaaroral Aurova Status TV- Version Meerfe.ture contact Enoinear& License Validated It, IYaiaffied submitted FBCAw-1 Ano=ow Shia$ Type Version Manufacturer Contact Engineer 6 upon.. Validated By Validated Submitted FBCAoproval rood S us 9 . ... _ i- arm Tru rC sr.- dSmo th r' Th a Flbe las van,. v Sta configurations) .. Nomal:6&#398&uot No a&'trot Glazed 12.9022 m q , nSingl vt q. ,!312 'o N Yes e No: NIA ...a Afflmnafion. 2020 PGTlndustnas: - _. Jen ds wa' I tie 6C 0 Mfaml pad eCCO RL sR P_KI Mami Oa C_. CER s. V - 5 02(I :105120 11J112.. 91. ,.20 .._ 11' -1 2 11 l.020 a+ad Approved .. 'wtsion 2020 MI Wndaysand Dmra Re. 11.go.. .. s grant 6tGn r Lui R tomes: PE Staten M. UriGr PE 10 B!2 20 10106 - 0 .N. 0- 202. 1 0 0 OIi D/2.2 1?li f2p20 5.. .. Approved Affirmation I n Am1 to 2020 ROT P Industries es o ra.. .:: O- J n R sa J lei Mlnml Oade 73CC0 CER Mlaml Datle'eCC VAL 11Ki5/202 11 0 0 1052, 20 11! 1" 020 rove 112_ Approved Composite Edge Fiberglass Single Door Categgry;lMndov!s". (a4{}4860180 (r86).3152590: Caeeggry: Windows. (it 7)3s5-3300: PE62514 (7i7}317.8454 Category: yklntlaWs. _ (B41}48G•0109 (r8Q}316-258u (InswiIgioutswing, X configumbon) S.bCatagaly: Fixed. Irbsty Idepoilndustdee:c s.IbW.gpry: Haitians bsitlinger4pmiwd.wm Subcategory- Moricns yoso-kl@pgllndustrU sc 10 J_.Therma-Tru Fiber-Clasene wd Smoolhstar Norminat 6&#39 8 &quotNon-Impaa&quot Glazed 1213112022 No. Yes No NJA CompllanceMethod: Centiliter. Marti or Listing om - Compllance Method: r;'JU'tlm Report twit a compum.1flothod: conmeatlon Mark or Listing on Composite Edge Flberglass Single Door with ,,. , ...... "" :: FloddaRegistsred Architect or � L censed Florida Sitleltte(s) (InsWrglOutsWng; XO, OX:w OXO rt#243•R24 Roduets'. - I'll Profassion.I Engineer 'PLk26t.R13 F4oEuats 11 k Themra-Tru Fiber -Classic and Smooth -Star Conti motions g Nominal l Glazed 12l3112022 silo Yes No MIA - - usih, Assurance Amratredfee Usa Apra far Use �®g- bn -k a �� -- PSa".,5°a'3-Ne Pr� . - OualdvA rinuron r use Aowoved AoorIII r�{pi ,� oe=ssu to Edge Double Dow Composite Edge Flbar9lass Double Dow with or She ,#, Product Modal. Numbers, Name Produpf Qeacrlotlon Cardracf Emiration0ate Er NVHZ: outside HYHLResistant Pn=sure - - - - - I - Sea k Product Modal Norther or Name C Kyh HVHZ Product DescMatlon Contract E%p1r.61on bete it]� Outside HVHZ Reslsrailt Prq�ryrg vd-cat Sldelltes.(Inswing/Outtratri;: XX or OXXO 5 PW-5520 ILarge West. Irm,"I Vlnyf-Flzed Wind- Od/382o25 Yes Yes Yes NIA .ouliN Assurance Agriovodfaruss Approved for use trimat Daa� 1 Mulkcns Tor. All Doors and Window, Aluminum Mumoris 05/262025 Yes Yes Yes. NIA configurations) SeoA Pmdact Modal. Number or Name 2 Product Description cant ...t E-1raHon Data In HVHZ Duluddit HVHZ Raaistant Pr,-, 12 I.Therma-Tru Fibei-4assic and SmoolhSta r Nominal 7&#39;0&quotNon-Impact&giwt Glazed 1213112022 No Yes No NIA $784 Vertical Alu,ririum Mullion 12r312024 No. Yes Yea WA Composite Edge Fiberglass Single Door UrksvAngloutswing Xsgnfigurdtionl. 1s m Therma-Tru Fib-Classicand.Smooth-Star Nominal 7&#39;0,&qu t;Non-Impact&quob Giaaed 12J31I2022 No Yes No NIA Composite Edge Fibergess Sing le Doorwith Sidelke(a) 0mcwr lOutsWng X0, OX or OXO configurations) - 14 n. Therma-Tin Fiber-Clnssle and Smooth -Star Nominal S&#39;0&quot;Non Impatt&quoq Glazed 12131/2022 Na Yes No NIA Composite Edge Fiberglass Single Door {InaWnglOuNwing; X: configuration) 15 0. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;0.&quotNon-Impact&quoin Glazed 12/3112022 No Yes No NIA Composite Edge Rlserglass Single Dowwvth - configa(a) Onsw ns/outsw nH: xG, OXw oxo Florida Department of Business & Professlonal Regulation I>a Feae1 M9 Florida Department of Business & Professional Regulation Pagazcf2 Florida Department of Business & Professional Regulation Papa cr4 16 R. Therma•Tru Fiber -Classic and Smooth -Star configurations) I3&ns) Nominal'.&#390&quotNon-impact&quot Glazed. 1213112022 Composite Edge Fiberglass Doubts Dow with or No Yes No NIA Building Codes and Standards IBJa021 Building Codes and Standards 1oa120z1 Building Codes and Standards ara2oz3 wnthout Sidelites (Inswing/Out'sYMng. XX or OXXO PradudtApproval Application Detail Product Approval Application Detail Product Approval Application Detail configurations) 17 q. ThermaTru Fiber-Classio and Smooth -Star Nominal 6&#398&quotNon-Wpad&quot Opaque 1213112022 Composite Edge Fiberglass. Single Door vdd3 No Yes No NJA ..m. ._.�.. .. ._ - ,..:,. s ,. .. _ .. . „Y .. -ePi' ... _ ... ., .. � _ . .,. .w .. .. __ _ .,. _y,. ;;. .. .- _:- -. .. .. - .. _ -..- _ - : - - .. _ s. _ .. ,. .. �sz.-^�zaus�mn. ams�.� _ 4 s _ _ _ _ _ .�`Kt - : -... xuu ;¢.'a 1a'+sa-es'a�--ST ter, xe kn.. s'sS L .: r t : .. , -: '�� "+i' `. ba. �..A'�`". - _ _ ... � .. ". , '_'...- . _..,rt. ,� strA Transom (Ina'a1pg10utsv4ng, OJX cohfigu shun .�. .:. :._ _. . ".. <._ -'�<._ , .s: _ . � "-�_ _- 16 r. Therma-Tru Fiber -Classic and SmoothStw Nominal 89#39;8 &quatNon-Impaet&quot Opaque 12/3112022 No Yes No NIA Code Entftvor � Date Pmtdina. me cy�e EntlN w am* ate Date Pending pate CC.dv rd Uty oror gsa q Daze Data Pending pate Composite Edge Fiberglass Sing ke Door wait Side,lito(a) and Transom (Inewing10.4sving: O/x0, OIOX.or oJOXO. li unatior5 co g ) ',], m V<� Re Aelcm 2020 Manur cturer a James Hardie Building Products: Inc, - correct Enoiimar.& Licmrseymdeted a , Chad Oieroks V, And, -To. John Southard, P.E. ,pets V Validated SubmitTetl 01105(2021 12J14l2020 ieC Aggroral Od,g6/2021 Aodyed Approved fa[ s �5,� ding FBC Alow T�'84 v reo t Menafacturar Revision 2o2d Aklde contact Eroirear a. U-sa Validatad 8v Nick Thompson Lyndon F. Gar itb", P.6: Ryan J. King, P.& VBllrlaled �`grerlH YAt 027152021 02115Y2o21 FBC Anomval 0L222021 AoaraVad 0411W2021 a�s1 Approved T-1,, Version Revielon 2020 Iflanuractura GAF Cawt.d Enoaresr& Liceree yandated ay Michael Stith Robert Naminen John TV. Knezavlsh, PE 1WWeted �Suhmieatl FBCAoormud 12J1812o22 12N7/2)22 1220/2022 Aowovad Status 02107P2023 Approved 19 Fiber Nominal Opaque 1213112022 Yes No NIA Category: Panel Walt' i569j 545$369. PE-81682 (352)367.2528 Category: Panel Welro f330)Y12-238s PE-434a9 5,813)78?-fi555 Category;. Roofing i800)786-3471 PE-59186 1554t 772-fi224 e:Therma-Tru -Classic Smooth -Star 6&0398&quotNon-Impact&pups Gam Ire Ede Fiberglass Single too Composite g g g rwith No Subcategory; Biding chad dlerckaQJ..e.hordl SubCSe➢ory: Soffits nth-p.r&Iaid.o.. Subcategory: Asphalt Shkrgt s mstioriftecom (I XO, OX OXO Compliance Method: Evaludem License froma. e.carn Coin II ... Method: Evaluation Report from a P a Compllarlee.Method: 21.1Uotlon Report from a,mi : Continuous Head and Sinn o Continuous Head and Sill configurations) Florida Registered {ucnitact trs licensed Florida ce Fiortda Regletaretlhrchitea4 ore Licensed Florida - o Flpdda Regete ratltachitAtt or a Licensea:fwida 20 t. Therma Tru Fiber -Classic and Smoeth-6tor Nominal 89039:0 &quof;Nangmpacl&quot Opaque 1213U2022 No Yes No NJA Profesawnel Fng[naer Pr.m.lonal Engineer Professional Engineer Composite E e Fiber I Single Doorw th d a • :.: -1 .. ,.. ' ' - - ::3 . , "- - ' - `: -11 �' .-c:. SldelRe s Insvnn Oubvwn . XO. OX w OXO -FL#13192 RS t'tvducts r F X Protluats.._ 41a1`u7 3cR :.. ,._.... : ' _-__ .._ - ., ­1 Z., F L#10114R33 prodidts'. ' ,' Continuous Head and Sill owl'burabons) auzuty Assurance Apwowelfor Use Approved for Use Impact Diela) aualav Asawmnce Aggrmed for Use ' Aomovad far Usa an" OualltyAsmarwe Anwmed for Use Approved for Use immal lgesl_gi1 21 u.Therma-Tru Fiber -Classic and Smooth -Star Nor isl 6&#3eg&quotNoningiact&quot Glazed 12131IM22 No Yes No NIA Sea 6. Product Model, Number or Name Product DescrloUon Contract Expiration Date itHVKZ' outsde NVHZ Redstart Pressure S A Pradct Model, Numbar or Nacre °-L Product 0...notion ConhadExpiratlon Data 61 HVHZ outside HVHZ Resistant PPre�ure St" Product Model. Number or Name Product DescrIEVQD Contract EzWration Dare In HVHZ Outside HVHZ Press re Resistant u \ Cprliposlt d Edge Fiberglass Seigle Door,ft Sideiee(s) (I nstMnglOMsvang XO, OX or OXO 1 Cemdenk Lap Siding fiber. -cement lap eking 121312023 Yes. Yes N/A NIA i a &qucc 2T&quot Spill Venta Solid Vmyl Sofa 12131,2023 No Yes No NJA 1 CAR Asphalt Rwf Shingles for use in FBC nor iNi2 Flaergo-alnteroad 3-tab, laminated, 5-taband 12H62025 No Yes NIA NIA Continuous Head and Sill configurations) 2 Hard.R.nk Lop Siding fiber -.cement lap eking i'2011202' 1 Yes Yes MIA N/A 2 4 &qu.tAlrl...o T4&qual; Saint Vent or Said Vinyl So M 12J3112023 No. Yes No WA Iurlsdlcilans hip/ritige asphalt shingles C" -01 22 v,.Therma-Tin FiberLiassioand Smooth -Star Nominal8&#390&quotNon-Innpect&quot Glazed 12J3lf2022 No Yes No. NIA 3 e&quat;Greenbriar vintage Beadedwm : Soffit Vent or sold Vinyl Will 1213t2023 No Yee No N/A O 00 Composite Edge Fiberglass Single Door with 4 d &quct:05&quat soffit Vant:ar said Vinyl So1M 12/31J2023 No Yen No. NIA `,,,� J Sidel�(s)(InsuringtOutsWng; XO OX or OXO 5 e&qud'Gharter Dak&quot; Soffit Venter Sold Vinyl Sank 12J31J2023: No Yea. No NJA Continuous Head anti. Sill configuratlons) 6 f &quot,Super: Bpnn&q..t Soffit Vent or S.Id VmyfSoffiit 121312023: Na Yes No NIA 23 w. Therma-Tru Fiher-Classic and Smooth -Star Nominal 8&#398 &quot;Non-Impact&quot Opaque 12)31/2022 No. Yes No.. NIA t�..' Composite Edge Fiberglass Door Panels veth Vented t? Sidefde(s),(In*Wrgi1Ouffiivmg;_ X$ X7CY,w)o= Q -p ,_ confgurations) d 24 z Therma-Tru Fiber-Ctassic:and:SmooNl-Star Nominal slUs$0 &qucCNon-Impacl&quot Opaque-12mlf2022 No Yes No N/A W/, 3 w Composite Edge Fiberglass Door Panels mitt Vented a- CD s= Sideline(.) 0 nawfng10utswmg. XX XXX or)0= _IXn a."••° t= . 25 y.Therma-Tru Fiber-Classle and Smooth -Star oanfgumdgna) Nominal 6&fr39;8&quot,Nan-Irnpa&B,quot Glazed 12_2112022 No Yes No NJA a fU I -I c'• Composite Edge Fiberglass Door Panels vAh Vented � M cla $ide)te(s).(InsWnglOutswing' )X XXXor X)O(X. Florida Department of Business & Professional Regulation Pagel:aft Florida Department of Business-& Professional Regulation page .ff Florida Department of Business &.Professional Regulation Page'1 oft C W_ a - configurations) Building Codesand Standards IDW1321 Building Codes and Standards: iW,D21 Building Codes and Standards i62021 ra o,-1 '. 26 z. Therma-Tru Fiber-Clas5k, and Smooth -Star Nominal.6&#39.0&quot Noh impact&quot Glazed 12t3l/2022 No Yes No NIA � Cu Composite Edge Fiberglas; Door Panels with Vented c, Q T Sidelde(s) (Insi61nWOutsxirg, xx XXX or Xxxx Product Approval Applleatlen Detail Product Approval Application Detail Product Approval Application Detail -w cv ;--- configurations) - 1- to :ins - ., �,. , -_ . � . " - on=Y � :t -. .r -. - ; - � .. _ -. „ _ .. ,.,_..-„"-. ... „ e ..� ,,. Y,z �. � - -. __,.,. _ .. ,._. _. :....:..,. _- ��.. - e° r.. �-� - >� - �s� ,:... --n-....-�� ,<,. -.,. .- _ - . .. air <, : _.. j:�- n. �.. � w_ ,. ., .-..,.. - .. ..., i' _ ...can": ""bra' P �,. �� - . T u Noml 19&#39 8 uorN n I uo Glazed. 12131f2 2 d Yes NIA 27 za. Therma r Fiber -Classes and 9mooltl Star rig &q a rnpact&q t 02 N No Co Ede that fa IeDow D m to F ss.;pin cosh 3&#39 G1 :5 cis ^ -- (InsvnnglOirtsvnng' XO,w OXO , t - . - ' - Y - -: ,.. - -_ - - _ r - - _ _ ._ - .,. o. -. _ � .. F -�srs:: - ... _,.. �.. �,_ ra V � � _ max' �.,�' �as�.zfi.�i7-... ,.. .;_ _ ... -. .. �-.e. ..- _$. ., . `",�.,,� �'� _ _ _. ,�..�r`�3'�` -� _,�`„ q .OX coriNum confgumtions) �Emrly w 4.pSL :.tea bate Peiro'ing )$54 COUe Entry or I9gsd ate Qate PNlding Date CsgE �((IN er C,�Le C,�o Date. Pentllna �e n ' G M �- 28 zb. Tnerma-Tru Fiber-Classio andSmaahStar Nominal 6&#39;8&qudt Nonlmpa A&puce Glazed 1213112022 No Yes No N/A jypp � Manufacturer C-1tw Engineer& License Validated ev Validated Submitted Fae Pori AoorDw $thus jypg VoiV Son Marrrfacturer Contact Enalaaera License Validated tiy Validated. Submitted FBCAmrovd Approved AULYI Type. Version Manufacturer Conrad Eraaraar& ucensa Validated By Validamd Submitted FBC Approval Apurovad Status � ec, Cam to Edge Fiberglass Double DbOn withQ004/2o20 pvo _. RaNvon 202o TAMKO Building ProducteLLC .. _.. KernKEden RobertNknuneR Jgnn W ICnezavldl, PE ,092912021) _. iWimo2a --121152020 Aprx. oved ,. .. .. Revision 2DZo LV'Thom sot. Inc. dba Thompson ArcIMECfural , ... p Tony Ch fitter n Zacha R. Priest Steven M. Udch PE N _ 09/17202a owla2mo 09/222020 12h S2020 _ .... roved MP, Ramaian 2020 .... Florida -Metal Products Inc, Clark Jdfes James L. Bucker. P.E: Stovwn M. Urkh. PE 06 72020 09I292020 10/D42020 2 1216J2020 roved Ape. � ..- cu eti .t25 -...... 3&#38.;t) Sldohtas (InsvdnglOutsr4ng; OXXO Category. Roofing (417) 624-6944 PE-59166 (954) 772-6224 Metals Company(TAMCO) (B13) 248-3456 PS-74021 (717)31 TZ454 Category; RorHn9 (904) 783 84d0 CBUCK Engineering (717) 317-B464 ~ U c,.e conrgurat1w) &quot;Non Yos SubCategarv, Underloymeras kerb aden@).mko.com Category! Roofins, tolyQuo-lelroofing.com Subcategory-. Roofing Acoegear nthat we, an darkipnamco.com PE-31242 (� C.a 29 zo Therma-Tru Fibor Classic and Smooth -Star Nominal 8&939,0 Impact&quoin Glazed 1213112022 Na: No. NJA Compliance Method: EvaluationReport from Subcategory: Rooflng Apeessones that aresn: Integral Part ortha Roofing System C15 = AT _s Composite Edge Fibar lass Single Door with 3&#39;D g 9 Sidelite(s) ftbWnglOutsWng, XO, OX or OXO ROffd Rgistered Archltedova Licensed Florida Integral Partafthe Rdohng System Cornet anceMaNwd, EveluSian Repodfrd,na "' configurations) Professional Engineer Compliance Method: Evaluation Ropon'eom a Florida Ragist-al Architect ore 1.1-ad Florida Florida RaglderetlArahlted or a L,cansed Florida Professional Engineer = E 3o zd. Therma-Tru Fiber -Classic and Smooth -Star Nominal .8&#3910.&quotNon-Impact8quct Glazed 12/3V2022 No Yes No NIA - _ Professional Engineer f_n Composite Edge Fiberglass Double Dow with FUW123284"*6ducls - -. :. ' .;! .. - -F' i58g-R2 Products tf W 3&JKi9;OSWeines g nsvdngfiOutawng; OXXO - au211ty Assurance Amroved far Usa Approved far Use lmnxt J PlisHW 4 ePrtic-1Ia $'R ' � ' 31 ie. Therrna-Tru Fiber-Gassldand Smooth -Star configuration) Nom6ral7&ip9;D&quotNon-1m(�(d&girot Soaker t213i/2D22 No Yes No NIA Seed Product Model, Numberor Name Product Desarro8on contras Emrratfgn Data in HVHZ outside HyflZ :Resistant s. preaure - - GUWIty Assurance AQoroved forUsa Approved for Use - - Ion ac Qg� SeaN Product Model. Number ,walRV Assurance, Praeurt bescrlob�il c�mradEsouatiai; Daia Apprmad iw Use Approved For Use jly��' ouesfae HVHZ Impact eel - ,x es �sr Prsure Cry . Series Composts Edge Glazed Fiberglass Single 1' TAMKO Root Underioyments(HVHZ) RpWurdar.ymenle for use In FBC HVH2 o67912023 Yes No N/A N/A Sap# Product Model. Nunner or Name PPwWct.DescdoUan Contract Exolmhon Date. 'jn HVHZ oufidda HVHZ Rasi=tank Pressure 3 3-FtAMCO.&quoi i 0 RidgeVent&quot: Aluminum Ridge vents for pitched roofs fabricated 12131,2024 No Yes No N/A Door Wth or wlthaut 1&#392 Sdelde(s) jurisdictions. 1 TAMCO Flat Top Off -Ridge Vent with Baffle for Tile 26 ga.:.tallcro0vaMllatwr.4th Dome 09109202e: Yes Yes NAA NIA from 0-U2b'Aluram- ( rloWriglOutswing; X, OX XO or OXO configurations) 2 TAMKO Roof Uoderlaymenta(NON-HVHZ) Roofundedaymenm for uea in FBC nm-HVH2 of312lh= No. Yes NIA N/A 2. TAMCO Goosenook Vent 26 ga; D3f09/2e26: No Yes MIA .Qf52s5 jurisdictions. 3. TAMCOOff---Ridge Rocf Venl:•iith Battle 26 Us. static roofvoritllator with integrated baffle 03/09I2926: Yes Yes N!A NA 4' TAMCO Round Top Off -Ridge Vent wtlh Baii7efor Tile 26 ga_stetfcroofventilatorrlith barge: 09J092026 Yes Yes NJA NYA Florida Department of Business & Professional Regulation Page of Florida Department of Business & Professional Regulation Pagel Ara Florida Department of Business & Professional Regulation Pagel aft Florida Department of Business and Professional Regulation Building codes and standards W112p2T Building codes and Standards 1r1rmzl Building Codes and Standards y6a023 Building Codes and Standards 3/15/2022 - Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Cn _ __ _. _ tDate ie -, H _ a ve ,. case e n- N.m.m.turar �f.2E' t1E.S Rev aron 2020 Lamanco i Entire or Conti- nbinaor&udense validated �, p L. e'ne P.E: Steven M. Uncn PE' Katnne Jelle James uck r. evn v bate. ante: Validated itto a dated SW1m etl 0 f" 3! 1123202 12 2020 Dais Psndlno FBC Aaaraval 1 020" 1 J292 �[e; Aaomretl. Status _.- d A m FBC per, q coos a Manufacturer '� Y Boa: bl RewsWn 2020 IR o(n _.. Entity or. enfact Enarneer& License Validated By `SeL_ 'b AngersnRabin IAPMo.Un7omr Evaluation GeW. Walker ry ,�jg Data d d su il Y4iJd4tt_ ' 11103/2D20 ifA722020 Date Pontlina FDCAgomval Date �p3@Ye$ %9.. 2020 lD51 s l ..iB.LE ra;red Approved Code o TS'8$. Version a Re elon 2020 Manufacturer Global Protection products, _LC_ ... Eti[Iiv or idact Emptiest Validated Syr .�� _ Prn Robinson Water Tlllii Jr;. p,E. John W. ezevlah: PE Data �Lq, �e Dato Perftllno V ali at tired FBCAaprdval � $Y4m�. 081082020. DSA82o2p. 1D/pf2020 owe wove s _BPl> �_L i�iL i21512b20 Apprweo /' CD 5. 1 PLi162 9 R3 Code E Or rv�l� Date a Status �t � Category: Rooting (501)983-6163 PE-31242 (717)31r-8454 - ,p Catagbry Rooting (80133604G091 Services LLC; (205)854-0160 - category" SHultera , (954j 66e-7545 PE-44167 (964)772.6224 Version Manufacturer Cpntact Engineer Validated By Revision2d2 POLYGLASSUSA License John V li Validated 10126J2D201BJ2212020FBC Submitted Pending, rR Dyed Approved 1211512020 SubCW.gpry:Roafino AEcaeep.sthatwean Integral Parl ofihe Roonn➢System CompgwcaPAothnd,EvWuatianliepon ma kleneyQI=snco.<om Sub(late g Roofin Tiles g r e Coniplianca Melhotl:Evaluetim Repot aroma PrcductEvalu6➢onFngH RoblriA➢derson bomJ.co m Stormype Compliance Method Parsee Compliance Method: Evalaetlon Report froma mrohln5m�gppenLca m Maury;Alpert, Category: Roofing 59542331330.Smalperlgpoiyglass.com Robert.Nieminen Knezevicl, PE Al,_=YD FloddaRegiseredArchttectoraLkensedRonda ,: ,.. Flat'daRsgifaredArchitect oraUcensedFlorida ProfessionmEngineer Subcategory: g rY LIndP`flayiil9flt5 PE-59183 954 772-6224 ) 11/0112020 Furri2maproduots PofessionaEnginee ""- " ' ,.-' - FFFartizPnaWs - ailalav Assurance. Approvedror Use Approved for Use IMI Design PLa1507B•R6 Prodsats .. ComplianceionR ' ". - _ - - Sauk Product Modal. Number w Name Product Id-rlotlon canbad Expiration mate In HVHZ, pr,tslda HVHi Resistant Pre�aura 4luality Assurance. Apwgvedior Use Approved for Use impact De_Ign EvaluatlanRe refrain Report sa_p:## Prdtli¢tModel, Number prName Qualit E.WretarnD Product Destruction &ntracfEioiratidnbata f9ppnHyH ruse - - inHVXZ AilgroVed for Use Duti:IdaNVHt impact Resistant Design rosso PrBSsind 6 Thatch nirake,Sla q, County State, Split English 7hatcb&amp;hnpact l FatPro Profile CO 2/312620 No Yes NfA NJA sa_g # Prodlct Model Number pin Name PYetlucf Oaserlotlon Camractaxolra[Iun Data In HVHZ 9,nalAe HVHZ g§�{gpj Prssstre A Registered. 1 Oeak ur DA-d gr TRl-B ,N Oeck-A r DA 4 Lou a plast ant 2110k025 No Vea Na b7.51.57.5 17. ,Saxony&00-Slate. Shake &amp; Spld Shake Flal ProFle-Stockton. CA 12I312020 Na Yee N/A WA 1 20 Gage GalvaNtou seal Shrm PanelsMVHZ CormacedGalvanised Steel Storm Panels retained 12rM1G23 8 tracks Yes Yes Yes N/A .}�J chitect oraLiCer Architect QYa LICCnSEd .mattelyAtt. bed to d DRoofeck MechaniCallYAttaohed to Pyfdad Deck - iB 'Saxony ROD &lath, 8haae &amp SplitSnakeFIaPPro61e-Riako, 19 Saxony 700-aheke, SlSe&amp Split stake- CA 12J312040 Flat Profile-: Stockton, CA 12131=1) No No Yes Yee. :N7A WA N/A :NIA 2 24 Gage- Galvanized Steel Storm PaneiapPIHVHZ or not by to provide hurricane prdectlon. Corrugated Galvanlzed Steel Storm Panels retained iWV2023 No Yes Yes NIA (D Florida Professional 20 Sarony 700 Sheke,'Slale&emp: Split Shake 27 Tales Espana l Barcelona FlatProfile- Rialto, CA 12/312020 Rgh Profile - Katy, TX 12J31/2020 No No Yea Yes N(A NJA NIA NJA or net by nuke to provide hurricane proeetiotl. /�` W Engineer FL 6259-R31 Products 28 V1I,a L-Prone - Katy. TX 12/312rr2D N. Yee N[A NJA IlUfliiN Assurance Approved Usearoved for Use impact ❑es,m �/�/1� Sea# Product Model, Number ar Narne Product Description Contract Emitadon in. FIVHZ Outside HVHZ Resistatrt Pressure v Date 1 Polyglass Roof Undeilayments Roofing underlayments 10/21/2022 No Yes. NIA +N)A/-622.5 1 2 Polyglass Roof Unde,dayment5 (HVHZ) Polyglass Roof UndeNayments(na1-HVHZ)Polyglass Polyglass roof underlayments for use In FBC121232023 Yes HVH lAss roof roofunderlayments,.for use In Q2lZ3+2U23 No underlayments, No Yes NIA NIA NIA *N/A1-922.5 � CO `` / O FBC non HVH2)urisdictiors. FBO171232023 Yes Florida Department of business 8 Professional Regulation Pagel of Florida Department of Business &Professional Regulation Page ra t Florida Department of Business &Professional Regulation Page all L� 1 Polyglass Roof Undedayments (HVHZ) Polyglass roof underlaymentsfor use in HVHZludsdlegons. No WA N/A Building Codes and Standards 125rz022 Building Lades and Standards 1erm21 Building Codes and Standards tn2ozl 2 Polyglass Roof Untlettayments (Wan-HVHZ) MS, for use In 1223r2023 No FRPolyglass roofuri aym jurisdictions. FBC:non-HVHZjurisdlctlons. Yes NIA +.N1A1S22.5 Product Approval Application Detail Product Approval Application Detail Product Application Detail PP /1 �L 1 Pal ass Roof: Underlay entsHVHZ Y91 -.Yin (HVHZ') Polyglass roofunderl merdsforuseinF6012123r2023 Yes lyg aY HVHZ fled bons: rc No NIA NIA 0 < _ _ _. ... .. _ _ _ .. -_..._ ... _ ,. �.-.-, ,.. . ",,. - - ,. ,. .. ' . f�.-,. ..� •3 ..,a .. , - ry.. .,.. : sr,_ .... ...:.'r°t'�aaa;.;�„ a.' , -,�. -a<.=, n .za%,.o Y�n. _. - -�3�`e rrz ,'P Vi 2 Roof. dad ' t ' n HV 2 _Polyglasss Polyglass Un aYmen S I (non-HVHZ) 1a5`m roof under) alrts for use 12! ?f2023 No ..:-. ,. ,. 2 FBC non-HVHZ: unadlgtlona. 1 Yes NJA - N1A1522,5 Versa ,' .-. .. r Emil,_, iv ,a. Contacts, Validated 6Y .. - J bmit Validated Sutimitbsitl .- Date Panama e ...I_ F OAnprava ,4P�. Approved S 8 katu .:' n.. .. _ .. , code Sg_ io '. Mem,fadturar jyEp VeY=n _ :..; e,. . , WIN or €Sill C to EnpineerB Ucense. Validated lb gn d .cox :. Pdat take: 1amN1 d Validated S� ... „..: G atePenemo FBC Aogmvat . e 9aS_ rave Aoa, 41,q[ye &44g Yarslon Manufacturer r Contact ValltlatadBv , Data Data Pondlna - tteu .. '­­ we 'roaae Statue L. e'E'� 1 ' Undeda me 'V Polyglass Roof is (HVHZ) P n Ygl _.Y - ( ) Polyglass oofudela. me slot use es r n r nt u Y Yg Y N o N/A N! A Type Version Manufacturer � � � c r Glass Revision 2020 JVI Amon an 9hube s and G. s EnHlpaar&License � • Mlce:Barbien Frank Benrrardo P.E To Bishop. R.E Troy r. 1b/2812D20 10ttat2020 T1105/2020 12/15f202b Approved PP Alpine Revlslon 2D2o p ' ,,, sad Le.. s I C Lkeluahan service, LLC William Ramie i E St i c W i M, r.P - 10/3112020 iD12212020 11ro52o20 d 11,03202D Approved yjpg Ralnsion 2020 Commercial Concrete ProductsInc, eindnR jr{nolmer&license Robert GINS Samuel A.Greenber John g. idle aIV ,dated irtim FgC:A'somval 1v1s/zOzO 1z/16J2020 1z292o20 rim PBC ri g App \„/ 2 Polyglass Roof Underiayments{non-HVHZ) HVHZ jurisdictions: Polyglass roofuhderlayments, for use in 12/23r2023 No Yes N/A +NIAI-522.5 CategoryShutters subcategory: Storm Panels -0 (561) 712-9882 PEA046549 (954) 947.0860 mlkebrlialiameroanshuhe Category: structural cm,rwnents auWateg.q; Tru. Plates (321) 710 3377 (40ij 881-1917 slewre@alprstwcom category: structural Caripanerts subcategory: Products introduced as. a Result of (813) 659-3707 PE-34245 (352) 508-53t1 06 preeastgator@yando,com FBC nun-HVHZ jurisdictions. Compliance Method, Evaluation Report from a Florida rs.com Campllarrca MAIred: Evaluation Report iron a Product Evalnellm, Entlly r1mr Tachrology - compiler- Method: EveluatlortRapon froma ..�i� v Reg lstered Architect or Licensed Florida Professional Engineer . - - FI.R1aas-R7 PmdUas - - ' Fords Registered Architect ore Ucensed Florida Prd tonal Engineer O FL#1.T$$9-R3 ,...... PrsitlI - " , - ... - . , . ; " ., ,:.. �' '. � -= � call ll9aurmlae O tv AD ovad tot Usa w A royadfar Use bn ci a Oast n �_ 'P 4, a lD1 �'�._. Z " ' SeQ# Praduc[Model, Number or'Nama Quality Assurance .Approved far Uae boo roved forLse ,... Product cri tl contract Expiration Data in HVHZ Oiitaltl®HVHZ. ra qt Dea p on on p Impact.: .... Resister pealpn. Pressure $_eq$ Product Model, Number or Name ::.. f ITW BCGlAlpine higher product Description CoWract Exolr'aflen oMe Metal Connects Plate 12f312624: In H4HZ. Yes outsltleHVHL O 'Yes sits a NIA Pressure N/A �'� .,. auafdv Asswande Apgrmad far Use Aoaravad Tor use D (f99:]g& -anion 9 e '24ga G.Ivantzed Steal Storm Panels 24 o Galy nized Steel Storm Panels 12J31i2o22 g a r Yea. :Yes. Yes N/A' 2, ITW BOGJAIpjne Hinge Plate Metal Connector Plate 121312024 Yes Yes NIA NIA $tq# Product Model: Number or Name Product Destirtlon comtimm Expiration Dole In HVHZ outside HVHZ Resistant re re 3" ITW BCG1AIpme-Tml=W... Metal Connector Plate 12/312D24 Yes: Yes MIA MA 1 Quality FTaCast or Commorcla Concrete Products Pracastand Prestressed Concrete Lintels 062512024 No Yea NJA NIA ^\ 4 ITW BCG/Alpine Wave MetaiCmnedaPie[. 12J312024 Yea 'Yea NJA- PI/A �/ M U m Florida Department of Business & Professional Regulation Building Codes and Standards Paget oft 3a2023 Florida Department of Business & Professional Regulation Building Codes and Standards Pam i at e1412021 Florida Department of Business & Professional Regulation Building Codes and Standards Page l cf2 9RIV2o21 0- Product Approval Application Detail PrarluctApproual Application Detail Product Approval Application Detail. 0 L _ .. .. - -. - - ; . frdde .. Entl-n�_ J�{i, pike Pending. pale :; - ,. E. or: :.. :� p :Date Pendlna. - o�gg -- - Entlly or Dg{$ ,,�je OatePTndltd pMg� L W Was'. Version. Manufacturer Contact Engineer& License Validated 6y Validated ..,Dig Subanat.d FaC Approval Approved Status .0-de � Version Man acturer . Cameo engineer Lieeri'seyallAw'd UY Valltlatatl Oubm�ed no�Ayeroyai ,fit$ Approved SYim p Ver�ign Manu-ftrer c`tmkact Engineer&:License Validated By Ildated; Submitted FBC Approval. _;$ppjgyq,U 1311111i Remslon 2020 MI7ek Inc, category! anuduralc-ponenta. Enn ddalden:. ICC Evaluation service. LLO. ICC Evalua5on 6ervlce, t952)8SB-8635 LLC. 0110312023 22 20Z2 1 0 0 N 20 tWp eve Revision 4020 Weyerhaeuser Category: structural Gomponents' CEvaluaiion Semite, LLC an Lehrer ...E BobRob. ealtl. in IC ,.. (253)924-6476 (608)e393288 Rob 2t :9. - 2 03J02RD Ory320 0 D210 1 02 3 2 1 Approved Aflinmatlon 2d2o A1pna:Aluminum, Ice, category: Panel Walls Joao 9GVa LUIs R. Lbrnaa Stevan M. Urlah• PE ,40v15g9-x00g PE-62514 4717)317-6454 fill N2020 11n82029. '112ol202o Approved Subcategory: Truss Plates #weld.,@mli.corn (205l599-9800 subcategory:. Engineered Lumber compaanCe Method. Evaluation Report from a tBaldvin®weyerha cuss ppm SubCategory' Sorts alphaalundm ea@yaho z Cortpllanpe Method: Evaluation Report from a Prptluct Evelueuon EJ,igy Product Evaluation Entity Compliance Method: Evaluation Report tram a Florida Registered Architect cos LidmsW Florida o.cam i� F[A2197R'LQ PraCiVClS -' - fLlrss27-RilPraitudts _ ': -- Professional Engineer Q-IKyAssu,anea Aearavad far use Aanrovagfwlree xnoact Dash, Quality Assuranes Afmrovedfor Use Adoroyed for Use m sot_ Desgn jl444.Rb Products , . ,. - '' ,. - e $9#' Product Model. Number or Names P-di Descrinlon CordractExpirstlonoate i HvI .�� Weida HVHZ eaistat ��. Pressure P� Sao# Preduct Model. Number -Name Produck De Inflign "dracl Expired.. Date in HVHz '- ovt.ide:HYHZ Pressure - '' - Ouallty AsaurNlco Aparoued for Use Approved for Use impact peslult J 1 MIBAHs. 18 ga high • strength roes Connector plate. 12t312024 Yes. Yes NIA NIA 1 A4,eraliem LVL L mileted Veneer Lumber 03J3V2023. No Yes NIA NIA . ProtlucLModel. Number or fj Product 0escriWion Contract Ezolratlun Data n V Outside NVHZ Resistant Pressure. Ll 2 M 98SHS 18 .suer hih:stren h Ares connector late 121312024 go p. q u P Yes. Yes NIA NJA 2 3" Paraiiam PSL TimberStrand LBL ParallelStrand Lumbar 03J312023 Lsminflted Strand Lumber. 03Y31/2023 He No: Yes Yes N/A NlA N/A N/A: 1 Alpha Murrnum Sold'8arop Vented Aluminum Sort/ Alpha Aluminum Solid&amp Vented:Aluminum aN30J2023 No Yes. No MA 3 'MII 16 pi. 16 ga floss Ccnnador plate 17t31202¢ Yes Yes WA t41A 4 TJ Rim Board Slrucluml Comp.sta Lumber orcnenked Strand 03J31IZ023' No Yes N/A NIA CMu B:amp,Woad. Sanpf CMu&amp;Wodd SHEET NO, 4 MT18HS 18 ga high strength lrussgannada plate12612024 Yes Yes NJA NIA 5 M720H6 2a high truss connector 1213112024 Yes Yes. MIA "NIA board ROflraartl 6 TLIB. MTia gz strength plate is go muss emnador plates i V31 R024 Yes Yes NJA NJA 5 Weyerhaeuser Rim Board Oriented Shand eaaftl Rim Board 03l31/2023 No Yos, NIA NIA 7 TL2o; MT20 20 ga.imss cmnesorPlates 12/312024 Yes Yes MIA WA March 6, 2023 PA 1.1 �mltimY,lWI r _,... ...__._.- I1� ���L�I�.I -IIl�L �.1�1Yll WIL._ELL-:.,L1�h llFW6Y.1YIw;Y4Y;IWp�Y��_f 1 �.- - �__lI�Id�Idi �GL��11YIUI LJL411..dL IW�bH��iW_ 1YIllllllllllllIrY11llllllllllm�� $ Pra%sslonal i�gulation Paw 1 of 1 Florida L�partrnerrt GfBlisinesa & Professional Regulation PaOr � d i Budding Lades and 8baredarda artoramP Building Codes and t;tavtdartt$ enazalaP Building CYFdae Ymd Standards � Buiding Codes and Standards enoiaPxz Protluct Approval Applieation Detail Product App Q) (� �1--u v ^, 1..� ^,� CV CV VJ W U .i..i O L L O O ?� O LL ICU O � �_ Co ''^^ O > VJ ._ 'p O Q � O -F- • i ^ ��/�^� Q .� v) 0 cF LP- .47 ~� C 0- R - NL-- d UL D.1 L.: • rya 9M A 70 CL. (D W Z co 0 CD > CDL CDL 0 Q aroma O V, ICU O L� W W Z z Q J SHEET NO. PA 1• m2 Flrntda DeParlmerrt of Business & Professional Regulation Pep rd a Florida Departmental Business & Processional Regulation Peae1 P(1 Florida Depal4nent of Business rSao cmm oval Application D6tYW Product Approval Application O9ttYii Product Approval Application 012 Building Codes old Standards enaamP Budding Codes and Standards ei+aaoa Building - - Sim Ban Stran TIe 2024 FBC A raved Products. p g pp V dated 12l30f202Q p _ w � - SI son ran. Tle 2020 FBC A roved P oducts mp St g pp r U dated i2130l202Q P • - Im On Stron 71e OZO a s S ps � 2 FBC Approved Pr duct to f2l3.0 620 Dpda d rz Slmpsvn Strang Tle 202,0 FBC Approved Products updatea,2rdorzo2Q F direct Iln sf I SST r a15h elov. CLICK HERE_ or k oat app ov sledb J, « Fa'dirgct finks to al155T approvals fl letl uelow, CLICK HERE. . � Fa dvedt links to alf SST approvals fisted below, CLICK HERE. , FU direct finks toad SST approvals listed below, CLICK HERE. ' or ' tlxl a thfdmfltlarrr din cfl [ e P u '&I- to - d Mi irll a Dun F atl on I ear FI da a Ste ewid rod et A Poo rn an a D tle C t. 9. . 9 pP � N N: otbe of Aoce Lance: tJO ,. C K ERE. Y P... (. A) J,Lg I s ardl F orl s Star a Pr tl c[A 'al. tame Nhami Dade C n Faratl local information n I da ewid o u rev ad au d. eg_ 9 Ap �.. tY Notice: Acce-lance: NL3A LIC H E oT (. ), p i - i ti r ar I -- For addTbnel in arms. one din Fldr tlas Statewide' Product: rovafs taro and Miami Dada Count 9.. l3 APP YS Notice of ACce lance:' NO . CLtCK. HERE, Y A C _ A) e � - Far atld&tonal infnrmatlonr ardln Florid s Sta[awldePratluct royal. Lem end Mlaml Dad Dun .-. a9.. _.. 9 a _ APP � e G - Natlae of Acce tone NGA UCK MERE. tY P e ( ). E FL#2355-R7 FL#10446-R6 FL#1tki56-R5 11 HUS, HUSH Belies hangers. Face -mount hangers available in widths ranging from 1-518" to 3- 9116" and heights ranging from 45/16" ro 11". Concealed flange Sea # Product Model. Number or Name Product Description Sag # Product Model, Number or Name Product Description Sea # Product Model. Number yr Name Product Description version (HUSG) available for models having vtidth equal ro or 1 Titan Stainless Steel Concrete &Masonry Screw (TTN-SS) 1/4" diameter Titan stainless steel masonry screw 1 A21, A23, A33, A34, A35. A44 Angles 1 Br, BTB. 6TH Brick Ties g rester than 3-9/16". 2 APA21 APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 GMST72; CMST14 GMSTCI6 Coiled Straps 12 IUS series hangers Face -mount hangers available in wid N N C_ U) M N �--r U �LU� L Q O O O a O ^L I..L cm .� U N � N (� (� U L O .L a) O L.L C6 O M ��.._, > .� -0 E O O a) L Q. O C6 f-� Q cs w. r ci ,� >a �� r2 - 3 o en E W r� V O L �i U 0 L� V U m I..L L O cz W �^^11 Q W z J Z Q J r1 SHEET NO. PA 1.3 t(13 hs ranging from 1-718" to 3- 3 AP844, APB44R, APV666, AP666R, AP888, APB88R, AP81010, APB'101OR, APVB44, Outdoor Accents Past Bases 3 CS14, CS16 CS18, G3 rcvAll. 4 o iF= Bt n CL- 0 < > MI,AM�= I now PGT Industries, Inc. PGTbuhtstriesjar. 0 4—_0 (L) CD_ = 0 PGTLiftstries.1w. CL 0 nw5sw2o-s V*. Room, 208, NOTICE Of AC CEPTANCE.- ENIDENCE SUBMITTED NOTICE OF ACCEPIANW-T.- EVIDENCE SUBXETM, CU -0 D"A�RTAI�NTO,F;REGIMATOItY,kN])IEC"- 0WC1ES0tMCU0MR) �AkM341!1� 331,75-2474 -Bo.4RD A" coDF_AwmxmTKATxow Drvmo-x NOTICE OFACCEPTANCE: EVIDENCE ST_JBMffTtD W NOTICE, OF ACCE PTNNN CE W*W Evidencesabmitted under pre-vious IN -A D. QUA Xn? ASSITM.NCE L 0 Cn = -M (NOA) A. DRAWINGS B. TESTS (continued) L Miami Dade Department of Regulatory and Economic Resources (RF-R)-, (D -0 0 IL070 Technolo&yDxihne, L Manufacturees die drawirms and sections. 5. Testfepoitori 1) Air Infiftraticn Test. per FBC, TP-S 202-194 = (D 0 CL North Venke, FL 34277 15 (Submiffed under ArOAA 11-0107.0-4) 2)Unifonn StaticAir-Pressure Test- per FBC-TAS202-94 E. MATERIAL CERTMCATIONI S ScoprL- 2- Drmring No- AW-5570A titled -Vmyl S-liding Glass Door NOA424T. sheets 1 3) WaterResistance Test, per FBC, TAS 202-,94- 1. Notice of Acceptance No. 15-0-529141ssgued to Vision F_vrusion Ltrafted for their = .0 CU 0 co ulatim.governingthe use of The ThisNOA is beingissuedund6rthe applicablemlesaudres- through 21 of 21. prepared by manufacturmdated I&USd 5. with. rinision A dated 4) LarW Missile Impact Test per FBC, TAS 201-94 -I%Ikke Rigid PVC Exterior Extrusions for Windows and Doorel, dated 03,43/15. 0 > U) -0 E 0 dommentationsubmittedhas been reviewed and acceped:lbyNfiami-Dade County]ZER -FradwtCotifrol Section to 04,*�,A 7, signed and smled by A- Lynn Miller- P.E. 5) Cyclic Wind Pfame Loadingper YW 7TAS 203-94 eq** on'0913W19, (n (D L_ L_ CDL per,FBC, TAS,202 6) Forced� Enhy Test -94 2. Notice of Acceptance No. 16-0:1048,isswidto Visiontmnvo n Limited for their -YE, Cn 40 — Co C) CU Thi,s.NOAshaHnotbevaii4aftertheexpfimfim,da*statedbelow-Th Miami-DadeCoun�vP=duet-CcntrdSerion B. TESTS alongwithmarlmd drawingsand inst;iMtm, diagram of vmvl did;mg glass door, plepared 0 Tan 202 and,fighter Shades (Non-N,,%rhit�) Rigid PVCE xterkor Extrusions far 100' U) < (kKw=iDade,C�ounty)�imd'or*theAl-U (in the right to have this 1- Test rqmd on 1) Unifoirn Statit.Air Pressure Test, Per FBC,_ TAS'20-94 byFenestiatmaTesting Lab- Inc., Test Rqyod No_FTL 8:50, dated IVM5 signtedand Wkdowsand Doors" dated 12108�tll,61� expiring on� 12029121- product or mAerW be-stedfor quaW assillancepu, ormaterialf6ils opedarin,in the acv�pted -.produ 2) Large Missile Impact Test per FBC, TAS 201-94 sealed by Idalmis Oiteg;@� P, E_ (rest TePort revised, on 12OV1 5 and 024 lil 6) 3- Notice of Acceptance No - 1-5 -V- 2915 issued to Visionc Extnision Limited for their ULInnerlthemA dactureff willicurthe expense of suchte-sting andthe A1Urnayjn=ediqb_-buev6kx-� zau dif�,, or 3) C_vchc'Wmd Presme Loadmg per FBC, TAS 2P3-44 6- Test Teport on 1) Air Infiltration Teg. per FBC, TAS 2202-94 -Brown Coated (Painted or Laminated) NMe Rigid PVC ExtRior Extrusions for mpend the, use -of such product or raateiW within theklunsdiction. RERreserves the tightto revoke this along Vith marked drm-mgs and inst�tqn diagram of irmyl didmg,glass door, pepared -UP 2) Unifonn Static Ak PYessure Test, per FBC, TAS 202-94 'W"ows and Doors", dated 08113115- expiring on 093Q11 9. acc, w. tance, if it is determined by Marni--Dade. C-onntyFroduct Control Sec tion that this product or material fa i I s to .. by -Fenestration Testing Lab, Inc., Test Report No_Fn 9717, dated I7_AT15,signed and 3) Water -Resistance Test, per FBC, TAS 2022-94- 4.- Notice of Acceptance No- 1"'71102 inuedto ENERGI Fenestration Solutions USA, meet the requirements of the- applimble building code- Ikis product is appmvedas de-scribedhemin andhas been designed to C=ply wik the Flonda, RUMI19 Code. seated by Idahmis Ortega. P_ E - (rest report revised on 0 . 2/15,q6 and-GrZIM16) 4) Large Missile Irupact Test per FBC, TAS 201-94 Inc- for their "T AN'3640 and Lighter Shades (Non -White) Rigid PVC Exterior ine luding the High Vel&jq- Hunimne Zow- 1 Tea r4Knt an 1) Air Inf&Mim Test -per FBC_ TAS 202-04 5) Cyclic Wind Pressm Loadingper FBC, TAS 203-94 Extrusions for Windows and DooW dated 09115116- oTfiiag on 0110,442L MsciammiNi.- serifs ".5-5176-2 7 70 11 Vikyl,SHding Glass Door (Reinforced) wAyo 96F &-- 130 comers-L-ML 2) Unffbm Static Air Presswe Test v per FRC_, TAS 202-94 alopg with marlied-up drawmgs and installation diagram. of vinyl sliding glass door- prepared 5- Notice ofAcceptance No- 1"712.04 issued to ENERGI Fenestralion Solutiom USA, i "Bronze Amov-kL DOC"CMVa: Drawimg No.. _MD-:5570.0 Rev R., titled "Vi%4 Sliding,01ass DoorNOA (134)" zbeft 3) Water Resigance Test� per FBC, TAS 20244� by Fenestnation Test' Lab Inc, Test,krport No. FTL 9552� dated 1.jXW15, signed and M9 - I Inc. for their and Lighter Shades of Ca o, Rigidl.VCE erim p C ated xt 4) Large 14issile Impact Test per FB,C,, TAS. 201,44 se"'by1dilmis. Ortqa, P. E_ (Test report revised on 02A 5,016) ImIrnsionsforWindews, and Doors" dated,09/1546, expiring on 04116210.. I through2l of2l,priVaredb5�-�maitL�6chmes�, dated 10105,115andlastrevised onG2601,P21, signedandsealed by 5) Cyr -lie Wind Pmmw Loading pet FBC, TAS 203-504 -2 7. Test rqxnt on l)Unif4xm,Statk Air Press= Test., per FBC, TAS �02-94 .6- Nott-ccofAcceptancL-No-1"712,03 imwd �toENERGI]Pcwstmftot.Sdlutions USA, A. Lym Ifiller, P.E., beanng the lfiawiZade CouatyFrodtid Cmtral Revision sta,, with the -Notice of Test. 6) Forced Enny FBC., 1AS202-94 �2) Large Missile Impact Test per FBC 'TAS 261-94 Inc for their "Ml*e Rigid, PVC Exteflor Extra4ons foraindows and Doors" dated Ac ceptanc e number and expiration, dae by the Afi=&­D4& Couiny F !to dect Cat&ol Section - Missux AmicTRAlm: LarW. Small'Alinfle ImpactRevistant Qflg p drawings and ins-t:alla ass dock. prepared a] wiihmad�ed-u tiondiagram. ofvbyl slid 3) IC�yclic Wind Presme Loadingper FBC_ TAS 203-04 09,110A 7, expiiing on 02.,2811 and byFenestration Testing Lab, lnc,� Test RrportNo-FTL 9546, dated 11W115- si;� and along withmarked-up drawings and itistallation dia9m) of vinyl sliding glass doer, pmpared 7- Test reportsNo(s). 10-O(P-49AA), 10-0&4M0527-5357�3-M- prASTNIE-84, Lfinitations: L Sm table I (sheetj) and table 2 (sheetg) fhrBpp1kableSGD unit sizes, design pmvzares, reinforcements ty-pes, sealed by Idahmis Ortega, P_ E_ (17f st report revised on 01104116 -and 02illf"22016) by Fene-stratim Testing Lab Inc_ Test Report No. fn 6638 (muples A-1 thru A-22). datEd ASTIvID1929 and ASDO-63 5, issued by EX to Vision, Extnnibn for cefluMc glass t 1 ypes,silt.rise (se�--tablesB-I&B-2--sheem7-S)aud�mxhoTlaycotsbeEtsreqmremmuiullthLul6- 3, Test report on 1) -Air InEttation Test. per FBC TAS 202-94 11119110- fAgmd and se aled by Jorge A_ Causo, P. E - (Sri but �Wd un d-,-r NO-4 Alo. 11 - composite material 2. PAgid VAnte n7C, Tan (Non -white) RjpdPVC andBrovun coated (Paimedorlaminated)vAdteRim�dFVC to be 2) UnSom Static Air -Pressure Test, per FBCTAS 202--94 0.107.04) Oubmifted imderX0.4 No. 11-0197 M labeledper refteawd NOXsrequirements. 3) Water Resistance Test� per FB C, TAS 2 02-94 8 Test report on 1) Air Infiltration Tmt� per FBC_ TAS 2IN-94 8- Notice ofAcceptance No. 14-0916.11. imwdto Kwaray Amerie& Inc. for tbeir I Egres's opembledocrs mmstcon*yvvithmm clm widthorhej _ght perFBC requaement as applicable- 4) Large Missile Impact Tea per FBC. Mks 201-94 2 U, niform-Static Air Pressure Test, per FBC, TAS 2,02-94 "Sentri-Glasg, (Clear and NIUP) Interlaver", expiring an 0VO4/1 8. 4� ?6cket wa lh- under separateapprovat to be reviewedbyBUildingofficial 5) Cyclic Wind P=sure Loading per W_ TAS 203-94 3) Water Resistance Test,:per FBC., TAS 202-94- 9- Notice ofAcceptance No- 16-1117�01 issued to Kuraray America, Inc- for tbrk L,ABEmNG: Each unit shalt bear a pemanent label with the, mAunfactuter's nam-e or logD� city; state-and.series� aW 6) Forced Entry Test, per FBC, TA S2202-94 4), Large Miss�ik InVact Test pexTBC, TAS 201-94 "TraffoM "naclear. Clear and Color n,`B Interlayerf oT&ing on OTC8.1, 9� fbUowing staument, 1%fiami-Do4eCounly ftoibct Contrdl.ApproveClnoted herem W91 - � r, prparM alopo-with maiked-uo draw' 5) C -,'%rmd Press= LOadlugpff 5 y6c FBCz'ikS 2,03-94 RE-NiEwAL of tWsNOA shalt be has been filed and them hasbeen, no by &iiestration Testing L,ab, Inc., Test Rqwd FTL 9547, dated 1 15 F No 2,Wd signed and 6) Forced Entry 1estr per FB C. TAS, 202-94 Y. STATEIVENTS ,plication chaaF in ifie applicabi I e I bui Iding codenegatively affectingthe perfamume of this product sealed by Idalmis Ortega,, P, E-jest �rq3od w�,'Oed on OIJ1511 along with madmd-up, drawings- and inst�tion diagram. of vinyl slidingglassdoor, prepared B I State�-Iettff ofconfommce with FBIC-:55ft -Edition (2-014) and F CA* Edition -20 TERWIMATION of 1his NOA will occur af lerthe expiralion. date or if theii has been a -Mim- M- or cbange mi 1he 4- Test report on 1) AirinftVion Test, per FBC, TAS 202-94 byFenestfation Testing Lab, Inc� Test Report No-IFIL 6337 (sarnple-s A-1 thru A-5), dated Nfile 17), issued by manuf2durer. dated 09/14)17, signed & sealed by I= er, P Y_ =aterials, use., an&oT ramuActure of the product orpfocess- NEwise of this NQA as ofanyproduct, 2) Unifom Static Air Pressure Testz X FBC, TAS 202-94 lz,"06,",io, pied and sm1ed by Jorge A- Causo. P.E. (Submiwd under A10.4 A'& 11- 2- Statement letter ofno ffi=cial interest, dated D411&17� issued byin2nufacturer, signed for sales, advertismg or agy other-putposes sball a:utomakcakytermmate this NOA. Failuret, cookywith any 3) Water Resistance Test, perFBC, TAS 2024-94 sealed by Lym MiUm RE. section,offliis NOA sh& be rause for te�on andrenw-ml of NOA. -4) Lafgp IfisWe-Impact Test per-B-C. TAS 2.01-94 3- Letter of lab compliance, part of the above test reports. ADVERTISEWENT: The N GA aunber pree-eded by the uwds hfiand-Da de Courly, Florida, and 1,ollmred by th e 5) Cyclic Wind Pwssure Lo TAS 203-504 ading per FBC_ C. CALCUTLATIaNS ped by Ishaq Chanda, RE- 4. KEK Test Proposal No. 17--0397, dated 0S105;'1 7, si CW7 expiation d2tE, turry be displayed in adtw-t I Lsmg Ikenture.. If anypodion of the NOA . is dis&3�, then it sh a-11 be 6) Foxed Enhy Test, per FB C, !A S 2 02 M- 1- Awkorvaifimticmcgmtati=s,andstm,�acAysis,compl.vmgwghFBC-�7-014, C%j dorke in. its -enfirety- along wAhmarked-up drawaigs and instadlation dhigramof vinyl wing dm, prepared 01 211116 prepared by PGT. dated. I It9l 5and last mised on.%, - signed and sealed by G. OTHER Fc7�=.- INSPECTION: A copyof this entire NOA shatlbeprai&W to the user by-ALe wawA= rits di**Ptorsand by Fme,5trati Testing Lab- Inc., T�est Rq)oft, No. FTL W48. dated 11210+15, signed, and An*onyL Miter: E. (Submhred w0drr N 0.4 No. L Notice of Acceptance No. 15-L110M, issued to PG-T Industries, for thm' Series pet, a ing Official. �hall bt available'fi*lns fim �t thejob site at therequ*stofthellitild sealed by Idabalis Ortega, P. E. (rest re"it revised on, 0, VD411 6 and 0211116). 2, CAking conVhes with ASTME-1300-09- ADO Vlifing Oil 0 `357b/2770- V invlSbftg Gtass,l) r (Reinforced) -L.3LL­ 4,14M 'Ilds NO A revises-& re, , inews NNNOAgUL0429.05 and consiitg of this age, I and e:%idazepWs &-l6'E-2_E-34 E4, 4,- Z a_ Ishiq L C12"x,RE. Ishaq I Clianda. PZ 7 Cham6, P1, The. sobnaitteddoc was mriewred by Isbaq I Chanda, PX. Riation Product Control timit Superxiaor . I I P"duct Control Ulit Supemsor Froduct C-onArol Unil Suptnrisor 7NOANNo. 21-01695.03 NOA No. ! I -a '1 05.13 N.-OA 21-1320.;.03 ExpiratianDatet ApA114,2_026 Exptmemul)�tet April14,2026 Approval Date-. IfArC16 25, 20! 1 WH 14..2026 15, 2021 ]ExpirafionDatet ApriI14,2026 Approva I Nte; Al2rch 25, 20 1 "A' Approval Date-NIArch 15�,2021 provalEkiteillareli 14 1 -2- 'j E PGT Indintrim Inc. CGI W-Judows and Doors, Inc. PGT Tmdusuies. Inc. N OTICE OF AiC C EP E EVIDENC E SUB _AE IFTED NOTICT OF ACCEPTANCE: EVEI)ENCE SLMNUT�D NOTICE OF ACCEPTANCE: EVIDEINCIE S 2. Evidence, Submitted under pmmis mibulittal Ei KXTERLAL CERTIFICATIONS(continue) 3. NewEl-idence Submitted 4., Quane?c Part Super Si DaM. Standay comp.136AS with ASTM C518 Themid Conducti vity A. DRAWINGS 0-881 BTULiall hr.-fF--r, ASW F 1249 WM-Passl ASIM D390-5 _OxYgr� ASTM E A. DRA-%VPiG'8i 1. Drawing No. Affl-15,570. 0 Rev B, titled --Vinyl Slid ing Glms Dow- NOA "IY', sheets. 2iW I.G_ Durability -No Fog -Pan. (Submilled underpreidems XOAX& IM-IOR 05) titled. -Vinyl Sliding Glass DoorNOA (IN d s I L Diaw.-mg No- 3,0-5570.0 Rey B iect l.thf Mgh 21 of 21. 1 prepared by wanufacturff- dated, 10,05/1 5'and, last rewvsM on tbrough 21 of 21, prepared by naameacturerdated 1 5 and, last -mised on 02,0112 1. 04P-MG, signed and scaled by A- Lynn Miller, PZ 6. Quanex PanDwa cmVly�g with ASTM C518 Thenml Conducth* 2.22 B w4n/ signed and sealed by A- Lynn Mi iller, RE_ hr__ft_,LF_F, ASTM F 1249 1XrV1R-P2&-, ATIM D 1434 Argon Permeance-Pass, AS'IM-E -This acement of same existing installation screw with flat head - Note. revLwn consistsrepl; B, TESTS 218-0 LG_ Durability -No Fog, ASTM E 546 Dew Point Devekpneat -201F in 49 brs. 1. Test rqxnts on: 1) Air Infiltrat ion Test, per FBC. TAS 202-94 (Subm i*d under NO-4,Na. 15-040.051. ' 2) Uniform Static Air Pressure Test, Loading per TBC, TAS 202-94 7- Visioa F_xtrusionk Ltd- Puts complying with.PVC-AAMIA 303-13.VoluntW'Specification B. TESTS 3) Water Resistarice Test, per FBC. TAS 202--94 for- Rigid P oty�yl Clauride (PVC) Exterior Prof ites fix V ision Extrusions, Ltd . ­VEY-- I by, L Nom 4) LaW Nfisaile ImVad Test perFBC, TAS 201-94 AAMA Fenestration. Extem, Profile CertifJtaton ftp= (Submhted under NO.4 Na 1 S- C. C.ALCUL-ATIONS 5) Cyclic 'Wind Wessure Loadingper FBC, TAS 2044 0469.015) Norke- along with ma&ed _V dravvings and installation dia gramo f aU P GT Industrim Inc. I 8- Vision F-mrtmiam L I d_,Parts comp4* with PVC-AAM A -30 3 -13 repTesentative =As listed below and tested tuqilaffy Dowgfl 79 1 1 and Dowsil. 993 sili cows, I Oubmr&ed under )V0.4Xo. IS-6469.495) D. Q17ALM-7 ASSTUTLAINtX p repared by Testing Laboratory.. Inc., Test Reports No-: F11,7897, PGT M15520 PVC Fixed Window (unk 6 -in proposal), dated 0-0/03114 9. PVC-AAMA 303-13, Voluntary Specifimtion1df Rigid Po� ide ,ymy,l Chlon - (PVC) Exterior lltofiles for Visim Extrusions. Ltd--VEX.-I bry AAMA Feiiestr;ttion Exterio , r Proffie 1. _NUami�Dadt Departmeiit of Regulatory 2nd Economic Re sources OtEk), FrL-io---no7a, PGTs.GD780 Alumimm Sliding Glass Door (unif 7 mi jxoposa� rn-2o- Certification Program. (j) 2107.2, PGT CA740 Alum. Outswing Casernmt Window (wift 9 in proposal) FI1,20- 10. Notice- of Acceptance No- 18-1.217.14 issued to Energi Fenestration Sobftion� USA, Inc. for E, ALXTERLAL CERTMCATIONS. CZ 2107.3, PGTP%r762GA Aluminum Fixed !Windorw (unit 9 in proposiql) and FTL-20-121107.4� their "Tan 3040 & light shade (non-wMe) White Rigid PV C Ex-leflor'Exhusions for 'Widdaws 1. Notice of Acceptance No. 1"305.02 kmxd toKurar-ayllmerica, 14c. fortheir > PGT PW-7620A Ahmfun= Fbmd Nklindow (unit 10 in proposal) dated GT13P.0. a signed and Doort", cxpiriqgonG_2Y04!2l_ "Trosifoll, U, firaclear, Clear, and Color PATB Glass Interfavers7, explimg on 0 7,03024- M 0 and seale& by Idalmis Ortega- RE- IL Noti(x_ of Acceptance No, 19-01222.0Z issued to Ener gi Fenestration SolutialtL USA- Inc, for 2. Notice ofAcceptance Nn. 17-080&02 issued toKuraray America, luc. forthe6f their series �'Rlite Rigid PVC Exterior Extrusions for Nkliudows aud'Doeri'l , expiting on "SentrTGIast (Clear ani'% Ike) Glass Interla yers� expiring on 07AA23 > CL C. CALCULATIONS 3- Notice,of Acceptance No. 19-1106.10 issued to Vision Extrusioas�Lituited for their.-Bromm, < 1. Anctor verification c2knlatidus and ShUcttral 2112]ySjs� COMP11figg With F C 7M 4 lo, F n S h USA, �f 12 NatiteofAccTtanceNo-,20 2203?0S:hwed Evergi enestratto . a ition, Inc or Con" (Panited or Laminated) R-Ute Rigid PVC ExteridrEitnmions for Windows EAlition. (202ft dated MQ120,'pipepored by m=fhctuwr7:sigwd and sealed by their -Broue & hot shade cap coated N te Rigid PVC t3Jterior Extrasions, for andDoors-. expibug on 09/3012+ I I -4-0 0 Antbony Lynn Miller", RE TindowsandDoor§­ expiriagon04/16P_5�. 4_ Notiee­ ofAcceptance No- LS-1106. 11 issued to Vision Extiusiow Limited for their series Gilazing cotuplies -wiffi ASTME13100-04, -0. -12, anA -16. -N-T- 1000 Tan. 202 and lighter shades"(Nou-NNWO) Rigid Cellular PV C Exterior D. Q U A1 = A SSU R A N C E F STATEMENTS Emudons for Windows Land Doors', expiring an 12,1LqQ2 1. 2 Miand-Dade Dqwtment ofRegulatody -md Economic Resources OMR) I . Statemmt letter of conformance to YBC 76 Edition (2820), dated 04,22,20, issued by manufacti=, signed and sealed by Anthony Lynn Mil-m P�E E� STAMMENTS E. 31ATERLAL CERTIFICATION-9 2. Statement letter of no fmancal interest and of independem, issued by mamifacturer dated L Stalei=t letter of confonnance to,YBC 7" Edifiou (2,020), dated 02/01CL issued by (D I- Notice of Acceptance No- 19LO30-5.02 issued toKuraray America. Inc. fortheir 0-4/ 181 -20, signed and sealed by AuthGay Lym Millff, P.E� mwifactwer�, signed and'sealed by Anthony L jim MilkT, P-E.' yers7, expiring on "Trasifoll, Mtnatkear, Clear, and Color PVB Glass Interla- 3. Private Labeling Agreemerit document between PGT dated 0330115 and soied by all 2- Private Labeling Aprerment dated 010&121 between PGT Industries, Inc. and CGI involved parties, Viliddows and Doors Inc,, signed by Deanlyl. Ruaik, PE., VY. E40in� on beha of Notice o f Acvept ance N o.* 17 -0 R 0 02 issued t o Kura ray Ameticajn c. for, their 'Sentm-Glast both companies - < eXpaw,011 (Clear and Mite) Glass Intalay, en- __ -'-07/04P-,3,, G. OTHERS CL 3- Notice of Acceptance No- 18-1-106.10 issued to Vision Extrusions Limited for their 'Mrown 1. This NOA rgv1ses NOA# 174420.06(PVTWCG�) and updates.toYBC.1020,.(7"'Editio�n-1, G. OTHERS —0 Coated R�akted or Laminated). TV'hite Rigid At ExtertorExtrusions expidug 04M,21_ CXPIM9 1_ Miis-NOA revises& renews N0.0-20-0429.05 0?1A w)CGI), "'140M_ f0rWmdows and Doors-, expkiing on. 09/30024- 2. RERTest pwposals. #19-11-555 dated 01110.00 approved by IshaqI_ Chmda_P_E�. expir� Mw currient associated PIA CGI fk#21-02KOL ex 4&ing:04JI4,126� 0 4. -Notice of Acceptance No. 18-1106.11 issued loVision ExtrusiomLimited. for their 04/14.21- Uj series �`171 1000 Tan 202. and Voter shades (Non-Aldte) Rigid CeRular PVC I r, t�l Exterior Exnm mns for Windows and Doors", expiring on 11tWIL 1,0,A7 �, 7 < WiAq L Chazda, PX. Ishaq I Cliandat P.E. lehaq,L Oiand;, PY-. Product Coubvi Unk Supery1w Produrt Contrvl Unit Supervisor Z prod"et contral UAR. suporritor I I TNOA, No�:21_021bshs I 1 1 - -_N70, Zl_ '0� < , - '10.2 M 10A,N 111,42V 103, E. -virationDate- E Apxill,4�1026 F,xpi�,)* Doft't x4v 114,20-:16 ApproT41 Date- Afarck, U�. 1021 'A MarA pprovalRatv mn ApOrov'ol Diu-. Ifafth US, 1021 1 -4, SHEET NO, March 6, 2023 PA 1.4 i'�I�Mi� t4TIAMI-DADS yot� ' �Iaonacx coNr2xs}L sEc'rTi�rr DEPARTMENT OF REGULATORY AM EC{)Nor�c IouRs (�R) t l sas sw 26 Street, Room 2ti8 I3QAlD AND CODE ADMINISTRATION i)ivtsxcari Mimi, Florida 33175 24?4 �r(7s�)3t�-2s�o T: ��s�}�Zs-��9 �}F ACCEPTANCE ffoA) wvi'}}'.miamidade:gcrv/econrmw Cast 1, -Crete USA, LLC NC3TICE C)]F ACCEPTANCE: EVIDENCE SU$TED EVIDENCE SU$NIITTED UNDER PREVIOUS APPROVAL #03-Ilfi5U43. Cast -Crete USA.. LLC NOTICE OF ACCEFTAICE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-(12#19.12 Cast 5. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 1.4-1'19Q3.Ei3 -NOTICE Cast -Crete lil'A, LI, 5324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS Seffner, Florida 33584 ,i. Drawing No. �'D4b12, titled "Precast and Prestressed Lintel Details ,sheet 1 of 1, g 2 titled "Precast and Prestressed Lt'rtteX Details" sheet 1 a 1. Drawing No. FD��iI , ,f ,r Lintel Details " sheet 1 I. Drawing No. F'D�612, titled Precast and Prestressed , of b Craig Parrz>xo, P.E., dated March Z't, 2(103 and Drawing 1ilp, LT46I2, titled prepared �' 1, prepared` by Craig 1'arrtrttr, P,E., dated .March 24, 20t�,� and Drawing ,�YQ. - , R, 1, dated t?3/24I(13 and Drawing �Vct. L�'4bI2; titled Cast -Crete 4 , b c� 1 p� �a L N to U LO N N O O +.� = C� � O L0 � -� � O � � i cn O 0- prepared, W� �; a ctl M raa N s ... Lt3 ix3 63 A? z �_ �� Ca 0 / Q. O Q L 0 0 L .�.J M Q O w Z 0 Z Q SHEET NO. PA 1.5 0 Co CALCULATIONS P.E. 71 Pi' P Y C. CALCULATIONS prepared by Craig Aarrina, P.E„ szgited and sealed by Craig CERTIFICATIONS This product is approved as described herein, and has been designed to comply with fife High Velocity Hurricane Pzzrrino: P.E., signed and sealed by Craig Parrina, P.E'. E. MATERIAL CERTIFICATIONS Edition. prepared . y Craig inch, P.E., , an o. LT4bl2, titled "Cast -Crete tmi h C. CALCULATIONS I. By Miami -Dade County Department of Regulatory and :Economic Resources WIS Compliance I-6-0 D ,e_ AL Z =1L ECO irta I TILLIT TESTING & ENGINEERING COMPANY ___ WATTV.)t A. TTLLMX�., F.E. Wtcoo@aol.com YL PX. LI-II -a 4414' 7 I, C�� L,k- 14- W06719 PRODUCT MALUATION REPORT REPORT NO.: 20-0798.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUO-CATEGORY- Storm Panels PRODUCT NAME: 2Q GAGE GALVANIZED STEEL STORM PANEL, MANUFACTURER: Gigbal P 1 4800 S.W. 51 Street Dai Floridai 1-PURPOM OF EVALUATI � N; This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # I 1006) to the Global Protection Products, LLC, Rule Chapter No. 6 1 G20-3, Method I D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance In accordance with the 2020 Seventh Edition of the Florida Building Code, and to verity that the product Is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect Its limitations and conditions I EVIDENCE SUBMITTED: 2A.PRODUCTE LUATIONDOCUMEIN E�"- _t(p_ Drawing No. 20-176, titled P`20 GAGE GALVANIZED STEEL STORM PANEL", sheets I thru 26 of 20 prepared by Tilteco, Inc,; signed and seated by Walter A. Tillit, Jr., P. E.; dated 07/28/2020. This drawing Is an integral part I I A,tp,l. ,%L1 "of, Evaluation Report, t L,,,�_ -0 " ,,tp, A. rj� �' -, 4��`. � ............. � ­__1 e. �NCEN - , - __&� 0 ._ -,,,-,-,,, — f ". ?! 11.'...."'r ___ ___ e777�_'�z NO" 44fi67 7,? izrl,�Z_14 *,:, _*1 RRODUC r 13'AL 2 22-TE-S-T-REPORTS: Large missile Impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-569 dated 08/011996, #96-570 dated 0911811996, 096-TW dated 0012011996, all three signed and Sealed by Hector M, Medina., P_ E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1098 and # 2126 dated 10105119q8 witnessed by Gilbert Diamond, P.E. and Report No. 0219�01-09, dated March 4, 2009, signed and Sealed by Edmundo Largaespada, RE. and Henry Hattem, P.E. Tensile test report No. PCM-197 by QC Metallurgical, Inc., dated March 13,2009, signed and sealed by Frank Grate, P-E. 2—.3.STRUCTURAL ENG On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design Wind load, as well as maximum anchor spicing vs. design wind bad and panel length based on rational and comparative analysis, and in accorcIgnine with section 1616 of the Florida Building Code. Calculations prepared by Tiltieco, Inc., dated 11103108 and 03112115, signed and sealed by Walter A. Tillit, Jr., P.E. 3. MI$21LE IMP -ACT MIOTANCE, Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4_WND LOARSAESISIANM' 20 Gage Galvanized Steef Storm Panel has been verified to sustain wind pressures. Maximum panel length shall beas Indicated onsheets 8, 10, 14, 15, 16,19,25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176, Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, I 1, 14,16,17, 18, 1% 20 25 and 26 of 2% of Product Evaluation Document (P.E.D.), drawing No. 20-170, &ASTALLAMPOW Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document � (P.E.D,), drawing No. 20-176. Minimum separation to glass shall be as Indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document (P.E.D.L drawing No. 20-170. 1 I1.701310111117MMIMITE, �113 I VAI TMI 0. MATERIAL CtiARACTERISTLC � , $AND S , � __KCIFICnaw Shall be strictly In accordance with General Notes and Componern indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No.20-176. Anchor Specifications shall be as indicated on sheets% 1, 7 and 21 of 26, of Product Evaluation Document (P.E,D.), drawltio No. k-1'76, 7. LIMITATJONS AND CONDITHO-N&PY USE; 7.1. Shall be strictlyin compliance withGoveral,Notes No. 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # 1 thru 4 and 1 1 thru 16, Indicated on sheet 21 of 26 of Product Evaluation Document �P. E. D.), drawing No. 20-176 prepared by Tilteco, Inc, and signed and sealed by Walter A. Tillit. Jr, P,,E, � I 1 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Flodda Building Code. 7.3, Product shall only be Installed Into piou, red conicreletc,oricrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P,E. (Florida License No - 44167), President of Tilteco, Inc. (Florida CA-000,671 9).' WAT'LL D.ITILTECOADMON RECORDS I P.E. REPORT.20 k GLOBAL, PROTECTION PRODUCTS, LLC l20 GAGE GALVANZW STEEL STORM PANW DRWO#2O--T7B�REPQlRT#2D­072B.&1 I ILI ECO limc. / fo,Q�- TILLrr TESTING A ENGINEERING COMPANY wi� WdiT, V_`__r_F___­_ "I ­__ ftlre PRODUCTELVALLATION REPORT Fl,'PP Tt '4(;40T7 FLL�.ILLI_, �qo. 013"719 REPORT NO.. 20-8727.02 DATE: July 27,2020 PRODUCT CATEGORY: Shutters PRODUCT SUB-CATIEGORY: Storm Panels PRODUCTNAME; 24 GAGE GALVANIZED STEFL STORM PANEL MANUFACTURER: Global Protection PMdU0trt,= 4800 S,W. 51 Street Davie, Florida 33314 1, JPURPQAE OF EYALUADON, This is a Product Evaluation Reporlilssued by WallterA� T1111t, Jr., P.E. (System ID 4 1906) to the Global Protection Products, LLC, Rule Chapter No, 61020-3, Method 1D of the Florida Department of Business and Professional Regulation. This product Is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with The 2020 Seventh Edition of the Florida Building Code, and to verify thatthe product is for the purpose Intended at least equivalent to that required by the Code, This Product Evaluation Report shall be subject to reviewand revision In case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: X,1 - E!RQQUCT EMILUATION D-OCO-Eff M-F-j-D), Drawing No. 20-175, titled 124 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 18 of I � prepared by Tilteco, Inc,; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 07f2712020. This drawing is an integ*"I�'Iof�Qls � , Evaluation Report. , . , I,, �'O, I _00 _11�� -I I -%. V- ;>, !, I,- , _2!!!jf�t�._167 *' --;,,- , � � , �;A*� * :* %�� ;��. �-4 . " ,:�,:Q,�.,-� 110RIL)"., � .� 1§,�;:,.,e ,,- � I. 0MIDN .'O"� -,� e - . , S'0�,-- 'o,ton I i �'* -, � 6 - ...... �N 'N 1-, Z" " - , *. ips'� - - - � -\z "", " . S/GNAIL � 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone, (305) 871-1530 lkl' ' X "I"AY1 - ,,,,-' 6,155XW.36thStrget, Suite 395,Mami, Florida 33166 -Phone: (305)971.94"'., 'NOW I I "11110"n'TAETIO"t I I I I DENUIAL-UM: 0 0 N CASE THAT PRECAST SIONK, OR PRECAST COMi PANEU-S, SRJCCO OR WOW MAWS FOU "' ' oftaim-20-M EXISTRIG WALL ANCHORS SHALL BE LONG, ENOUGH to REACH THE ". STERINZ MDIIHD S7111 11'OEL"So I STORM PANEL PRODUCT EVALUATION DOCUMENT (PE.0) HAS BEEN VERIFIED FOR COMPLIANCE IN ANCHORAGE SHALL BE AS NERTIoNED IN 0.1) AND IN 0,2). ACCORDANCE WITH THE 2020 (7kh EDITION) OF THE FLORIDA BUILDING CODE fe) �����IIWEXI DESIGN WIND LOADS SHALL BE OFMAMINED AS PER SECTION I 620 OF THE Aeow MENTIONED COV_ INC FOR A WINE SPEED AS ROOLEIREG, BY THE 4URISOICTIDN WHEW THESE SNUITTERS WILL BE INSTALUED - #14-10 RAMULMATE FEMALE to AND PARELMATE PLUS ANCHORS� AS MANLICACRURED BY ELCO CCOISTRUCTIOS PRODUCTS FOR A DIRCUTIONALM PACTOR 9,1-0�85, USING ASQC 7-1 0 AND SH411, NOT rALOU THE "XIMUM N 0 - 1/4"f LAG $CREWS PER R D.S� VD) OMNI PRESSURE RATINGS INDICATED ON SHEETS 7 TRIAL 12, 14, 15, 16, 19 A, 20, - 7/16`0 � &,NF WOOD BUSHING. AS DISMUTED BY ALL PW SCRENY POLT A SPIEEEKI!� CO, IN ORDER TO VERITY THE ABOVE CONDITION. ULTIMATE OIDSEGN ATNO LOAM DETERMINED PER ASCE 7-76 C 1) MINIMUM MVAM PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 112' ANC, Z' MR ELCO, PAROJIMITE PLUS SHALL BE FIRST REDUCED TO A.SD. DESIGN WIND LOADS BY MULTIPLYING INN BY 0.6 IN ORDER TO AND PANONALIE FEMALE 9. COMPARIE THESE III MAX (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHU75 � T14RU IZ I4, 15, Ill. 19 III 20� C 2) V=M Or LAC %iREW, INTO TNE WOW FRAME UNIT S�IALL BE 1 1/2* NO THREIDED IN OMER TO VERIFY THAT ANCHORS ON THIS ITE V AS TESTED WERE NOT G,IER sTRESgED, A 33X INCREASE IN ALLOWABLE P NAT BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. STRE% FOR "NO LIAM WAS WL USED IN THEP ANXVVMS� FASTENERS SPAO*r TO WOOD HAS BEEN .XIIERMINED IN ACCORDANCE WITH KDS-, MIM, C 3) MINIMUM 00t, DISTANCE OF LAC SCREW%, WO WOOD SHAU� BE AS INDICATED IN TRIS DAAWINC STORM PANWS ADEOUNN FOR IMPACT AND WAND RIESSANCE HAS BEEN VERIFIED IN ACCORDANCE WIN SECTION 1626 Of THE ADM MENTIONED CODE AS PER HURRICANE ENGINEERING & TESTM, INC, REPORTS H-50, 96-570 & 96-T30 AND CA) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 519� 1/4' 0-20 SCREWS USED SHALL K I t/2- LONG, WNINAKim FENESTRATION TESTING LAO INC., REPORTS #2032 Ar #2126 . AS PROTOCOLS TAS-201, TAS-ZO2 AND TAS-203. SHOULD STUC00 EXIST, AND 1* MINIMUM FOR WALLS WITH NO STUCCO. AS TIM AS NACRItIRN TEST LAB Of SOUTH FIXIRW REPORT 00219.01-09, AS PER TAS :tOl, TAS 202 AND TAS 7W STANDARIDS� C5) IN CW THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS ELE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE IONC ENOUGH 10 REACH TIHE ON STRIXTURE BEHIND SUCH PANELS 2 ALL TIONA1NOM EIGRUSONS TO BE 000-10 AULDf AND TEMPER. (UNLESS OTEXXIRSE NOi SEE SHEET 2 ANCHOWE SIT41. BE AS MIEVIDERED IN CA), C4) & C4) I ALL AUN)NUM SHEET METAL USED AT C110SAILARES SHALL NAVE 3ID5-HI4 AUDY, (0) ANCHORS SNAa BE INSTALLED POLLOWING ALL OF THE RECOMMENOMONS AND SPMFICAMONS OF THE ANCHOWS MANUFACTURER A ALL STEEL SHEET METAL PAWLS SKAU HAVE STIRUCTUrAl. QUALITY STEEk. ASTIM A-651 OWE 50 MINIMUM. G-W OkVANIZED STEEL CESTIONATION WM- 5&$ w (AFTER ROLLED). 3 PANELS MAY 450 BE INSTALLED HOWMALLY FOLLOWING OWALLATION DETAILS SHOWN ON SECTION 3 THROUGH 10 (SHEETS 4 THROUGH 6) VOCEPT THAT HEADERS 42 & 0 SHALL NOT BE US% Il ALL SCAM To W STAINLESS VEJEL 304 OR ,TI0 Ag SERIES OR WILAOSON RESISTANT COAM CARWN STEEL AS PER DIN Swta IN Eli YIELD STRENGTH AND 90 itil TENSILE STRENGTH & SHALL. COMPLT' W/ FLORIDA QUILOMC CODE 9. IT &MAU- W THE AESPONSIMOV Or THE CONTRACTOR TO MIEV THE SOUNDNESS OF THE STRUCTUINE WHERE SHUrrEN a TO BE 11�50 AT SECTION 2. 13.4- TACHED TO INSURE PROPER ANCHORAGE, THIS SHU'rTER SHALL ONLY BE ATTACKED TO CONORM BLOCK OR WOW FRAME BUILDINGS, 6 BOLTS TO BE ASIM A-307 GALVANIZED STEEL, OR AISI 304 SORES STAINLESS SIFFI WITH J6 Im, 4941MUid YIELD STRE14114, to. EACH REGULAR STORM PANEL WITH LENGTHS OVER W-8 THROUGH 12'-4% AS PER SECTIONS 6. IL 9 At IO AMC ALT,11HATIVES RW� 7 ANCHORS TO WALL SSEVILL. GRE AS, FOULOWS SW & 1UW ON SHEETS �, 6 Ar 12 RaPtCRYSLY; SHALL RAVE A LEGIBLE AND READILY VISIBLE MARYING; INSTRUCTING OWN" OR TENANT TO SECURE PANELS WITH APPUCQUE REINFORCEMENT OUIONG REMUS Of HURRICANE WARNi 11 THE fKTALAATION CO"TTRACTOR IS TO SM/��AULK ALL "11VIR tOMPOKENT SIDES WHICH RVAN IN CONTINUOUS CONTACT WIT'. (A) ?i9���NUT`ACTUREO ar 'TW RUTLOL)( Pit (At ... L f"_3l9'2 R-AIJ) THE BUILDING TO PREVENT *M/Iii INTRUSION. - ' MX-IN ANCHORS. AS MANUFACTURED BY DEWALT INC. (MIN I'­XOD P..,,) �/4..%.37/11 - /4 /4' SOUIT-SET ANCHORS. AS DISTRITUTED By .ALL PW SCREW, SOLT & SKCIALrr CO. 12, STOR, W PANEL INSTALATION SHALL COMPLY WITH SPECS INDICATED IT -,HIS DFUNING PLUS ANY SUILDING. AND ZONING REGULATIONS (kh" , r-3000, P..,.) PROVIDW BY THE JURISDICTION, WHERE PERMIT IS APPLIED TO. - 014-10 PANELAAAME FDAAUE 0 & PANEI.MATE PLUS AKNORS. AS MANVFAO�TORED By ELEQ CONSTkUCTION PROOUCTS� i D.) PREAAROD BY TM ENGINEER IS GENERIC AND DOES NOT PROVIDE RAORMATION 13� (E) THIS P"OOUMT EMtAnDN DOCUMENT IDNK f'-3SNO PPOAQ - 1/41t CF TAP-CRIP ANCHORS, AS "UrACIUREED BY IRU-FAST CORPORATION ff'­3"b P-) FOR A SlTE SPEOIX PR04W; j#r WHERE OIL SITE CORTjTooHZ DEVATE FROM THE PE'DI TO CONTRACTIM 11) BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUMNS LIFE SAFETY OF TMIS PRODUCT A, 1) JAIMMUM U40MMENI OF TAPCON ANCHORS INTO POURED CONCRETE SHALL 13E I 3/4"� 2' FOR FAMIMATE TIENALE BASED ON THIS PEA PROVIDED HUSHE DOES NOT OMTE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT 0 AM PANIEWATE PLUS AND I i/4- FOR CF W-ORIP "AM CONSTRUCTION SAFETY AT Sti-t IS THE CONTRACTOR'S RESPONSIBLOY A2) CALX-IN & SQUID-SE7 ANCHORS S44A4L HE EMBEDDED 7/9- INTO THE POURED CONCRETE NO WASEDIVEN) INTO tt,) 714L-, PRODUCT EVALUATION DOCUMENT MU, SE CONSIDERED VWAUO if MONMED. STUCCO 5NATU, BE PERMITTED- !14' 0-20 SCREWS USED SHALL M 1 1/2' LONG MINIMUM 940'JUD STUM6 EXIST, NO T' MINIMUM FOR WALLS WrIq NO STUCCO� A" MAY OF HEADED SCREWS OR ALL THREADED SCREWS W/O WAG, Ed) SM SPECIFIC PROJECTS SHALL BE PREPARFID OY A FLORIDA RE41STEREP CNOWEER OR AX44ECT Whtrh WILL BECOME 14 go WTH WING NOTS, ENGINEER OF RECORD (E.OR) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PIEO, ENGINEER OF RIECORD, ACM4 AS A DELEGATED ENGINEER TO THE A-1; IN CkSt THAT PRECAST STONE, PRECAST CONCRETE PANELS. PAVERS, STUCCO OR 'WOW BOARDS BE VOLIND On THE P.E.DL ENCIMEEN SHALL SUBMIT To THIS LATWR THE SM SPECIFID DRAWINGS FOR "�i DISTING WALL OR FLOOR ANC40K SHALT. BE LONG ENOUGH TO REACH THE: MAMIN STRUCTUn BEHIND SUCH PANELS ANCNORACE SHAU, BE AS MENTIONED IN A-1) AND 0 A,2,). �4) THIS PXX, SK41 BEAR THE DATE AND ORICIMAL SIEN, AND ST04HAEURE OF THE PROFIESSIONA, ENGINEER OF RECORD THAT PKPARED IT, (a) ISTINa ODUCRE-E a,CQLW&L_AHM_.Q=Bo t4 SHUTTER 1ANNUFACTWITIEWS LABEL, Vh� ERE LOCATED ON A REAMLY VISIBLE LOCATION AT STORM - 1/4' : TAPCO4 ANCHORS AS ]MANUFACTURED BY I I * BUILM, INC. F%4EL SHUTTER IN AOCQRW40M WaH SECTION 1709." Of FLORIDA BUILDING GODE. ONE IABa - U`4 . w 71r rkK-TN ANCHORS. AS MANUFACTURED W DEWALT INC (MIN. ft-1500 p,xq SKALL BE PLACED FUR VYCRY OPMIAG� LASEUNG TO COMPLY VOTH SECTION t7M.C2 OF 1149 - I/elt ), 3/4- SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POW. SCREW, SOLT I& SPFCLALTY CO, FIORIVA BUILDING CODE (MEN, , It -law #,.'I,) - __ I- IT'll-To PANVi FEMi to AND PAWILMATE PLUS ANOi011i AS MANUFACTURED BY ELOO CON"tNtl�rnoN ff-Al� f: � PRODU TS; (MK f'��!07t P.-Ir) ,Y,T00HIj#% I - . , _:= IN III r CORPORATION ok - i/e 4 CF TAP-MARI ANCHORS, AS MANUFACTURED ITY tW-FAST -140� , .:.71471*11141, - __ - lz�f.­, - - '. ' * . " ' "' FLORIDA BUILDING CODE (High Velocity H an* Zone) A 5�15 QUIPAUM EMOMMENT, UT TA -CON ANCHORS. ELGO PANMUVATES AND Of TAP -GRIP ANCHM, two THE .40W ,A1 BLOCK UNIT SHALL BE 1 1/4*, 41� _* * 1. " I AIMID MT= 04C it. � �_ I'? , Z �*' . � 20 GAOE GALVANIZED STEEL STEINM PANEL IPAAM - , S2) CAL�-IN & SCUD -SET ANCHORS SHAU- BE EMBEDDED 1/8, PITO 14E CONCRETE BLOM UW NO EMSS . T. - � ' - ;;r. - 1 — --�'. - -r— -"- 0 INTO STUCCO SHkt. BE P"U"M �/4' 0-20 SCRIATS USED SHAU BE T 1/2�- LONG MINOTAUR SHOULICO ' . STAT <2$*,',-_ \ GLOBAL PROTECTION PRODUCTS, U.C, MM � Ibh(UM FOR WALLS WTN NO M)CCO. % - -0 -_.�- EXIST. AND [" TAT , - rjL EC07 !':�-. IEPT., , OF __ -----> _ `,IE3I, !LA,� IT, � Z� S O.E R. =`. i�l,. AZ ) o � .., - T- - * _1_*X=1=M_1 �w t"$4RMsL­RTQL I- ObIDIRM-41"I'T 20-176 � ___ _06;�= '. mAt-tm OR 0�.-, 17 *Q��;! Al , .Ty� -----,—OR." N�. , 0 , 'A"W" - - ' ' ­Z,,S4,0P,-,-ARR,- , - -` � �- 01101 k 44--�L±n!�jj �7, -_ - I ... III.- I 49OMPONENU EQ8 ------- REr2jjLAR & LIFE MFEIY 5T (SCALE 1/2-11 7 -------- - -- -- ­_­_,__- ­­­------­j 5�JW (TETTAL WM)__­__­­_­_-- ­­­', _. ­­ ---- ­­­ L-'-, -- - - ­ .--.--- : _______-------12,5W (EFFECTIVE WIDTH)—- ------------T ; I ; I : --- -----a 1/II*__­._1___ � I ,--I �W_ N, j �,,L 1�*'_ � ­� ' ' � Z k - 1.�fo,_7 � ,�_-=- � I > ; - L I I I I i "", -I-M, i.11­,. I - , 1_1�140_-/_r'� , I" ' ' � ,,X,X, " 'L , ___ I �, ,/'*O. - I I I f______A , '' I # _* --IT, 7 / - �_\, - - F , � I Asr I L -_ TrP , 2,ow, *'X-,, ; " ��� oom. M IN MIDI: M_ — CAUAAWED STEEL A$TM A-S$j f= AS. : HENIM _�' __q EWE � � / ,L. I I 'r I -A * , . I "I obo � - I 4 I 4- , , M11, _tai. \ '\ - EDGE L ti. OR mor W MRW'M 0-60 CALVI G_ao V - BET, RL �1 � Ix ­t I I -_ _V _l[]gErAiL 1�'TAIL 06 > � I.. 4816 A _ - , L- - - - L ------- � - , " ­ ­ ___ _ '. �,� '...3iio� _ _ %. 'L, - ­,ll L_, ,�. _130' ------ � - ­_ � � , - L , -, - - ­ _______.e.2W_ __ T WOM-PAM 111--l'i - 1�, , � -1 I � " t L_ ANIIIEL's 0!D _T - _� , _ W/ Hiliani EWE. , " - '­ L I I>-- __ _1 , �11,, - -7��- I io,68' , ,�� , ,7,�� ",;;e ,�,,�� �, - /',-,, - _� - / ,� �-�i�<�,,,-__,—_, ----,- � j, 1­116:m � __1 /��­' "EMNE"?,, � '_ � 13DHEIRIC DW- Xt&" ROUNDED CORNER 0 ENDS OF' PANWS END UP W/ HENMED EDCE� (N.T-S) QD X-ffAm @ VLWAM - ­5-iw (TOTAL IN"- - __ ______ _­11- __� 1 --- —6.2W---____ f ! I., O.W MIK TRICK " 12ALWOM STEEL �� I I �, ^ -1 _11350"_A!� i I -�, I - A -OW I I CIADC ME ON't , I �, �� vtmwm " - I G-60 DALY I \11,11akr I I " � - � � , i � � . 1, i .. ��_ /�' I M7AIL ;j � , 11 � � 1. f 49,ar , ­1 ­ .--I ) I,W . a END STORM PMEL �125, 7301 - 11/4�10-21l. I - ­ l.'i25- 1 _,--gr SERIE1 I , - SIM MVEIM i - 10 ANGLE a , i;l�_:!' � I �? 12 11r O.C, 2.0 � w 1, — I , 19m, t . �_ I . .1 I I 'W I z L_ I f- I I � ­ ... ­­­­­_' I. ERAI,­­­­1­­­___ !j I � __J.5w-_� (�) Aftlm (4 MGIL wo =I) ­_­. - ----I WM I SEE W, - :: _f-- 1 1/14 A �,,ru -�a- W I T _' W Ame- -`Pa__.�� 1 1 I-- __ -gp' Top EM I T - L i L__ - r __ - !��-Tijtr �tA`r ' ' I ­7`.`� ' ,-,-,-.-I � ' ' .4 _ �_�_i" � i 1,40111,013- VW , ��, , - - --I-- � , _,., g� � 7 - �4 ;� _2 11 - --- i , . r r,f�l � A .1 � I : 1,007- '-' Aor ___ _i� - � r _ � 5/101I, HOLE MR �_ - I � ' ­STUT) LOCATM AT jt�4R. 1 _25 EVERY PANEL 04FAAP .9&7�_ I -i j 'I=. t - W, .00' '. 1�) H= WASHER - -oar (�) *F' MO-&= I:Lm' W) ;- ARA* f� � �_ :�44 I � � ixttittiumit� GALVANIZED SM � I- ­_ ­71 - '�_ , I ,,� . TiQ I _w, IV L*4 L� I ( V - , ,-,." ­, , T �,o \ " , , , " * * �,N�,� - 1. p - ,,,�C,ENA�,�. " 1. 43- �V, __"' -­ '57a.0 R .� . 37'i'. I � � J & t_1A, - " - . No. 441 67 ` I i I � 3?w ;-%�- - L -Z I , �, �S_�� ; * o*f � ." � .1 I -..-.-. . I-- = I .* . .1 . MCKEL � r. re ,-. IG",,. STATE OF ,*I&� f . WINO 4UT , .. * 4-4 '. , 75 t 0 y� -,f - + L==7A. ,-12!5-�-,, ,I- A. � 'r. �, � A, ­_ 'i (g KEY H= . PC-, - b? .. / � ____'L t----zwo­-- � , �, & I , ._ ,f - " - %1 A, * � \ I �­_ SM .4 AT PAK N""', . ! -, __� @2 X7`EXI ZC ton"i I - * ALTERNIUMELV, VM "M W W/OIJT I OF/, fptle%4^2.�P� WMINUM-Am" WROLATTIc WAsia W/ OWNINAL I ___ 1 ;11&1II4=XW11-*= ivi�� _�74' .on- .Tazr� _-� i , r-­­Tr_r-_-=_-r 1-i ! _-, �W, 1 '6�1- ,� � __ , - � - 4- 1 i 1� i . I 0 I V L_ _t�_ - � � - � -) e IX 'F" IRACX 12 lIr O'C' i - If 1939, SEE � ,' DEMAL I -:7W - - *," 1 V,= -_ �D' I I 11 I --tow I i - ;_'11� -t - KNUM11, PM11 rzl.�� PRODUC19VAL I 2 ZZ TEST REPORM Large missile impact load tests were performed under SSTD 12-99 standard as , pet section 160.1.2 of the Florida Building Code. Uniform staticloads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814-01-01 dated 03111102 witnessed by William R. Mehner, P,E., Borlz Moroz P.E, and Henry Hattem, P.E, and Report No, 0219.01-09, dated February' 25, 20bg, signed and seated by'Edmu'ndo Largeaspada, P.E. and Henry Hattern, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609,11.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, I I Report NO; 11,23.01-10, dated Navember23,2010, signed and sealed by Ju4o E. Gonzalez, P.E. Tensile, test report No. 9CM-19$ by 00 Metallurgical, Inc., dated March 13,2000� signed,and Sealed by Frank Grate, P.E, as OerASTM IS4 and Tensile Test as per QC Metallurgical Report No. I OKM-1 318, dated Decombo , r 1, 201 0 signed and sealed by Jerry Jaciol'ano, P. E. as per ASTIM E-8. I - MUCIURAL ENGf NEERI , j. XG, CC ULATIONS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs, design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rationaland comparative analysis, and in accordance with � section 1604 of the Florida Building Code. Calou latio nsprepa red by Tilteoo, Inc., dated 12fl 8110 and 08/27113 (for this revision), signed and sealed by Walter A Tillit Jr., P.E. 3. MM61LE IMPACT MMAMM Large missile Impact undersaiction 1609.1,2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WND LOADS RES)STANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of I a of Product Evaluation Document (P.E,.D.), drawing Noi 20-176. � Maximum Anchor Spacing shall be as indicated on sheets 5­9,110,11,1$ thru 16 and 18bf18, of.Product��aluation�Ooc:kjmenl(P,E.D.), drawing No.20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a nun -porous storm shutter assembly, as per SSTD 12-99 Standard. I PROM= ViVALUATIOffAr 3 '"RINOL 20.072-1,02 I I INSTALLALION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 1,8 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175- Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 1 5, f 6 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175� D-MATEIRIAL-CHARACTERISnGS AND SPECIFICAT'llONS: Shall be .Wictly in;aCcordance with General Notes and Components Indicated on ,sheet I and 2 of 18, of Product Evaluation Document (P,E.D.), drawing No, 20-175. Anchor specifications shall be as Indicated on sheet I of 1 8, of Prod uct Evaluation Document (P,E,D�), drawing No. 20�175. 7-LIVIffAT-IONS-ANIVACONDMONS Of USE: 7A. Shall be strictly in compliance with General Notes No� 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P,E.D.), drawing No. 20-175 prepared by Tllteco; Inc. and signed and sealed by Walter A. T11111, Jr., P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1M.2 of the Florida Building Code, 1 7�3. Product shall only be inatMed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tiflit, Jr., P.E. (Florida License No. 44i67), President of Tifteco, Inc. (Florida CA-0006719). 1 /At. 2/4, 3/of. 4/4, 5/5. 7/5, W/10, ZIN/10. 3W/10, 4W/10, *6/,S I still 10, 6 11 & _'. M-x __ _._; ___ ANCHORIS; FOR CONCRETE SEE SCHEDULE ON SHMTS 8 & 9 -_ - -_ 3* MAX I I* LRAL , FOIR WOOD SEE SECTIONS ON SHEETS TO A, 11 I 1' MEN.- I , - __ O 0 , ." 0 6 __ _� __ - , _,_ - - ___ � -7 1 1 �, "",- . ­1­1 . .. . 111-1- -.1-1,1111-11-1 D.M,�O�(�),@,/'_"' i 7T-'7`,_'-!--r1' -!'-F-_-T-T_ - __1__,r__1__,7, ­171 -771,- 71 _,_­­­­,_­ - 1- __," , I t1vil, I I 7 - . I � I . � I . � I I I � I I I I T 1 I ; I 1 i . � I � (D I � 1 1 1 i I i ; &-(I), 0, @ 1 6 1 ! , i - . i � I 1 11 I i I I I I I , ; j 9 -1, i I I I I I I i I I J 4 1 i I I I I rl, I I I i � I 1 1 1 , i i I I i i 1, I 1 1 1 1-1 , �, t __ I __ ,� � � !_____L__ _ ! - ,;, � -_ U.1-1-1 FO, - -L L I -- ---- ----- __1 "j - - , I I_ . ,I � � - - I—- r � lr_ ­ ­­­_ T - . ___ I I � — i I - I , ; . . - T-T_ _T ! , I ­_ I - � , F_ 7 _1 I ��T - i I � !t; I 1 1 1 ; I � I I i I i j I -I-- I_ - I i I I .. � �, I , t I I! I 74F i t, _ I _ . . . . . . � _j­Ir + - - 1 I I , I 1 �_14 I .1 __�____ - i I I 14V 1 . ­r o A I I I I i i ! I f � �� � � I I� ; I I I 1 � 11 � I i I I , I ! J I I- i- � a " -1 . _1 - � - I- � - - - - - - - I � I ; Z "-- I BOLTED PANELS W/ i/40-� 0.1' i S 1UNBULTED ! . . - _` I t I I t i SI& ALS. 90 W/ 7/11` . 3/32' P _1* I i ' i i I � I I ISIEE SECTI�� ; I I I APP LE) i I �� .1 j � I I � i WINGNUTS OLTEA OVERLAP I i I'll I � I � I I I (SEE SECTIONS AS APPL"LE) i i ! I I I I I . . I 1 t I ", I ,,,, ,I _ / I ___ ___ ­1 __ - t I 1. - _1 I L­ _,_._L_1_ i _ I—. - ___1__J 0,��L__l - - - L I- I , - , 1L. _U I - ,V , . ­1 .. ,� ­__r�� F -1 r --�� ­T - - - , - - -- 1, -.---F'-,- ­ - I I I __ - T-1 T " 1 -_ � F_ I --F-T--1r--'-_--T -!- I 11 ED I I i .1 I , ! I r I I I 1 I 1 1 1 I I I I 1 I ; , 1 1 I I I � i i I . , � i I 1 i I I : - 1 ,,r � . I i i ! I � 1 I I )� -1 I 1 1 1 1 � � I i i I I I I , � , � � i I 1 1 1 i i I , t i I i � i I � I 1 ! i � 1 1 �&_ I I I ,r I � ! ; I Z - i - : , , i --- _ -, _1 _1 __ j 1 � I I @ - � __ - A_ --,-- 1 _ I i _ D.M..(9,@, ,+ @ I I - -� I I I � - '41___1 . 0 1 464 1 0 101 44 I ; 0 1 k* I 0 t ii4l LO: 14 I I i i - ., __ � � .1 ___ J (�)+(�),(�)-@, @D mm" MAX. � 1: ___E1.- 7 " 0, _i 1/4. 2/4, 3/4� 4/4, 5/5. 7/5, MIN -, I �_ � I � � 1W/10, 2W/10, 3W/10. 4W110, 6/5 � � SW/10, SWIll It 7W/11 � ANCHORS: FOR CONCRETE SEE SCHEDULE 00 94EM a A 2-, - ___ --- ____ � F04 WOOD SEE SECTIONS ON SHEETS to III 'I - --,----.-- . - ,-. - I LS �rl) A Q4 ELEYATION N,T.S� OAR 167^ - ri CNEN. OYERLAP -1 WH VIA.Urr) .---A � - I I � ____ __ "" CW ow -, ". : - . .- J/4. 1. I � IIB I MA4I DAY, . N. -, 'N .....�W .� . , : _C� L 1 .��, FLORIDA WILDING CODE (High Velocity HUT cone Zone) .. ....-I"'iW .1 ' vsmp 74TIM NIL 20 GAGE GALVANIZED STEEL STORM PANEL fP r . Net 44167 `_ A or"" W, SECTION A-9:;*` * : - __111 I _;;i_� GLOBAL PROTECTION PRODUCTS, LLC, I"/WM N.T;S. 7- 'O., E 1* - /71MIE_CO-.:�-N� - ZAIXI :r, 'A -. - _.,_ 4W Elf. B, 511W ��, O.'. , - OWE. FL 3331. 20-176 OR * . ,T,imic V--,'%,; ......... W. , - .. .%�jt M � 00m, oimjt�TsIAL rx,I,- ("*080-5,17 14 - , � � owl _­. 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I �, _�� --A- - I M I I'll- I'll -­ OX OR SECTION A --&IbMj U) i I VMS STUCCO/ P.Tj WOOD I SHEETS a & 9) � �____flgp��M OR - i ­0 I k SHEETS a & 9) t I -WOOD IIANO PLATE SPAM I � Q&� _ix W Ito, RECIARM SCALE V321-11 " � � N�" RIGIUM BLOCK I I - I sm�- I 8 . ., , L ,L * NEW 1, WIDE . YAM A I/Ti, , � I ._,� 10 I REQUIRED " Cu I I . I bbis I . Diu"_ MQ M I, I I = FOR COM hqAH_QLj=M; i . V 2 #JUM� TUBE OR 1'. VARIES ,� I DIRECT AND M-L MQWM AN LL MPUHM UW M - , I OR 0 " Mpor, I . P T WOOD PLATE SPAM �,,, � i TOP & BOTTOM MOU"i CAN BE INSTALLATION INUMAL116AW.-N " 11 � ! DIEN, SAID I . 1w ­kPIND TeArk , I COMBINED IN ANY WAY TO SUIT ANY (PLO) vhff _', 2 W04 :� I 0%BRIUMIN, TOP & BOTTOM MOUNTING$ CAN BE I'i - �z, �A, � CONCRETE AN0,016, - I I INSTALLATION, -- Log" SME I � SCALE We-, %� 3/8-1, 9L I , COMBINED 3N ANY WAY TO SUIT ANY .I Irl t.m SCH11141, 04 I , ,4*14W i 11NIA. i M4 2�� 04 ._7 Z i .�Nmx ctm, I 11- WW LU � 4. IN HSTALLATJON� L IL I an 07 1 - % #III, , ! !111 !I , � -- ...-I T �� I "" ] �� ` t = I, , . X� - I - *� . ­­ ...... / - I f+) C_ A, it I # 1�0)wl� .Aek; , C , t L! .... . ,S�� , "r ,lC-._.. � "" ., .'� CU.- '-.-,-'O � _�k , , A� I I '. "�,�'��- - ­3��­11rIV--s' ��, -Z - tv S, I ... - FLORIDA BUILDINQ CODE (HIgh Velocity Hu cone Zone) . '1% FLORHTA BUILDING CODE (High Velocity Hurricane Zone) 1'�'0�'��3�11 1 I,\:N A . ,_c�,i , ,�Zg � ,�� -1: . ` ,� - :EJ� LLL . !­ - _. � .. I , SCRIEDU `�d --.,-t I 'A ' I " ­,4 -i "� i ,, , , 1--i-M.- I � , �, , , , 71,1� , a ,/_, ��, Ml�___j __ "I _ , I _­ , - " , " = , , I , I I , � 11 , - I �, _ I , I I , I " , I I , e __, , I , , , I , " t�� T". 7 � - . �� - FLORIDA BUILDING CODE fth Velocitz 14W cone zone) —co�mmcmm— =iw , WAY � W*- - IT. .. It -I _��, - ;:= : . Icv < UREO�v "I A = ,WOW T&WvL, W� I v, AN, CONCRETE BLOCK , 00 4= TO 91, .1 -M Tk=% M . AmXc` TILAW, -r_ 11. 11 - 1* 1`11`1 l9w " TWA PP. � - ar . DRAW, 611, XT 0 3 M­ REOLIM I waft WOW, I " NO 441; ": -S 20 CADE GALVANIZED STEEL STORM PANEL MINN or i- I No 44167 % � 20 GAGE GALVANIZED STEEL STORM PANEL Oft" MI. _,�_ I i * I 9 20 GAGE GALVANIZED STEEL STORM PANEL . 7 *� a --- I B , . = Z '*E CL_1� �, ED. -( EDGE DISTANCE = * * C,-�--�--­� r.—V__,r­ 07/w2m "*, . *. * 6 W/2w2w <Z_j PROI)Ucm LW. 1W SEE SCHEDULE ON TOP & BOTTOM MOUN , "�'*�\ GLOBAL PROTECTION PRODUCTS. LLC. AM; ii �1% X111 sm�� Ic __\ — - TMOS CAN E ' I SHEDEIS 6 TFIRORAIN 9) TATE 9F i Ic-­ = . IT It OF _� / 11LIECOin :� \ WILAIIPPA. 17TIVILICTION L. SHEET 9) COMBINED IN ANY WAY TO SUIT ANY � _`:�, / IILIECOinc� \ Z I �� . - - __ GUOBAL PROTECTION PRODUCTS. U.C. am 1�-.�'... —,,L _,,_­�> 1 -�CL_ .. S 0 - ­­ ­ - et'Uua MR MR MOUNIIN 1, 0i ID , "A 4400 SW� III, MW DUAL EQB 2"EfM REQUIREQ Al TOP OR I& - R I op;?� 4" S.W. 61 STREET 20-i76 INSTALLATION, !� � .. 1-0140 4wwniss SMOTT . Z �ksp . PAIAIE. FL 3331. .. I - 20-176 - ::TPT xm \ . "'"No *% ..... 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PGUrFD � \ \. a'U".,n•,a-t• �• ri_rif r,�'_d` �IrwA4' 2� ! : ' i+°vsP� ADtD 1F• A" P m T"..4 _, MILLION y \ I �/ 2 Yr _ I' 1• 11'r1r#PAbN+EA�k -4a)T45/�16M•,'lFIPAGJW i4. 1s 4 LDaE OF BALL vA G RY E/,b"M aNK;pN A, i 4 T/2' FM3AV 1 0rk Db,� pN Gp hn mi.. ED.x 1k11ED BLDd Ilk ('JOR 4q1, 5A:A9fItFR. f /Ji A5 Tro LXNtMO CCA94 { ,w,1:3} 9CAE;ET:4f4 e14" T 4 141 � �1 i '�- Y L N•tO�T.��� y i ��� Y IT• I Dp a t✓. Miwa a�pPpii Omw. Lr' -' w.Ak$kLoe ISR gNaM: av Rem {'s• I7{¢O ffS.Rfile #• I .. IAI.aM - Atle3-76 ALWY of +ae.@ • ....._ .,.L_�� .h. "± D-+_.�.,�,. MAIL vocouLE OK THIS "In`a'T _ 3 it _ -'jj4- i .'4 16...1eeNg1R!YLP`i w90 (` i - 1 ( Wt �. Oa6•'RE-IC � CNWMT -..-.- MM . C4' pILSiWe 5 r r O.0 - ( SS JAa • - FSLED +Ams i n�tiw sea. p � I I I .y. 3 1 + I �LOISaN AA�iMC � `- [31 x/ aP%! 801tn N '. 2 IF magi Ow. TAD. i e ALL"in® ._ -n c` 42. L-u.+. "Alms�ArN • ryLE Nutxrrw /! E SEoQK X \.. MM SPi .:L P�Na =,» !STATION SCALE if{ �1 SCALE 1/4'-1` px trrueA„s3 '$ r,R€t t/6 I MCC a /-.,. f l r i `yt l �1 Cam. A t .iI } f- MULLION SCHEDULE L9 'snam`s a Am SIGN FtAQL faVIpIY' #. X 34 91RT 4 • SPANS YALp FOR AS.D. DEGGN PRESSURE RATING UP TO +�£0 pappf��M "ElJ7� PSNA1 BE ORIiHiEO A-sALLI : TO STORM PNF£L"5 L£I 'SCALE. 3/8-t" WIS. AMILCiaN GMt ALSO BE ad5TALAW W/0 STORM PANELS ON TOR tON '1. Io ZINC IS 'Al FNilIF71:M760Ti0M OF O°F1tA'TG. W)a4. iAUum NEONRED Mfn. SPAN (Ft.) "' TUBE MUµiDR _ INSTALLATION DETAILS FQR REGULARVANES EXISTING ,1111i �€-4 ,AI'r IJ4 DURd { r M • - i Y- � 3P4�1F, T w/ sIO auN W rxmM 4wo ,RAMDL i (f "3• � V �i , rs UD ma4Pr�w / //at'• T ] IPn 1)e,LA3[p PEIIpNa�eF _ 1 UP 1K:fX R a' 1 k ' 1Aw iN4D640 /RR,T: F6K /} t � T.Ar Ltm w1E,WPer Yu`1i/e' 6M Na1i! j .) ,,,���(([Y: aP#� fa 5 t4R fiffi1YN AWM waM N14YM1',r NP6,0' 16NWk. ito _ M.1DNMrE V Wle PwoVIEN, ASfM Nww irF.% . . _ _ - NafYOE s asmc Le"DA T /f a•t � -T. k. Rtmf Wt/Y qt:. .� „ tw• 1. i 1 ,ADO' In" m I-P 3 i 1 ;i MIN - ac 1A t/1' E tMi I�e1 t A• .. i I PY a,M. i 4 aMP4A 1 f axAeAAc T a t .Goa ,swm. ( la �. -� aN 3 au a t-POR MK n m aLac - 1r rAAaW.. i ) -.3aAMA. 1 s TTM rr. aTPraA 0 n en Ir4 M4 i � E 'N 1 ALL NOUNTTNG INUMAMION - AMNATIYE 3w i : rob nn r � t • 1 4 •+ SCA1& 1` / t i sOm a ,t rfY ax, ,�z f �tRc F I ,�' 1j aw DWI,_ fDM1 �1/F N€ Lraly MIAI,m wU -w MQUKTING AN.�y� A.1,trxnffs�•+ypy� r Mi14,I�� ALTERNATIVE 1 W 't - `.w 6 ' 1 ./i Aw MA0.1Ol Pa1OMMN r t• -.w y LM RCMWf 4 as -,_.. ;-•.; � ......, `..'•••.. 1 r Mw WwPeel _ • `_ . MN [IWIe4o � "- '• -.� SCALE: 1/4' a 1- _ i AT ,19Maa a rLwE tEjj,ING A a= AIG MbW UNTING YTLEi1.1. WALL MQUNriNG "?W INSIMLI GN - ALTERKAM Aw INSTAILAT SL_&=N. AM � (SEC" AT TOP IS..UMT(ED TO +55,5-57.0 MAX. .SCALE: 1/4'- 1'. SAIL'S#Lt •'• AL"rETLNA7YTlE`. - AS.D. DESIGN PRESSURE RATING) SCALE: 1/4' . 1' StAS'. 1/s° - 1' / k � E4W eNBrm - y t "Ma 46MtRkA`.Rg.. �. WpW4nW pbi . NO?i51 -... �gAliTLi1�LIk�LMrNNr / nOOR MG Si F 41TIGN + 6_Fl:Ti4N._:1�AW SCALE: 1/0 - I* 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS,D. DESIGN LOAD$ TO Oq •t4& ..,... j+r.. UP TO +55.5, -72.0 p.s.i. AND PANEL'S LENGTH UP B'-8`, CeENS )'•:' - FLORIDA BUILDING CODE i h Velocity Hu cant one H H -. Z 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE. SOUTHERN s/ `= TIRO' PINE NO. 2, W/ SPECIFIC DENSITY OF 0 55 OR EOUAE_ N0. 41 S7 . 2D RAGE GALVAN STEEL STORM PANEL `P IZED a. KN NOTE. FOR CONE -TONS. —@t�i1GS1. (1E �"� t s -�,. s _ ar/fanCe P t3L08kL ROTEC'it�MN Pti�lDitGT U.C.^a : ST Df / p y+� L DAZE �4r NC TOP d BOTTOM MOUNTINGS CAN BE 5,¢�%c •. f( RiDb'; '' i/ - F— N1G k.. I cnNPArn': F MAR FL T=144 F 20-176 COMBINED IN AW WAY TO SUIT' ANY Gf 4C •••.'• ?. e}•.�v •' rH/iJ� .- "F. M. Zt. Waex 4,.ma a a,s P,�ME: (aa4)MM-nos€ FA+#: taxkee••em 8w nMl • eb', CAB) 451.44e1 INSTALLATION. I�i4. CA-9GOA'F74 �r..,A M wt Ns r 4me aR4➢AtW Ne: CA-D F/ETI. 11t11E1 Iwo- 1a31T �, P,C. • wn *r•._ �... _ - SHEf' 10' OF 26 CONCRETE ANCHORS CONCRETE ANCIWRE MR CONCRETE ANCHORS: SEE SCHEDULE ON SIMET f4: (SSE WMNLE ON (SEE SCHEDULE ON �1 M. WOOD SCREAM: SET: SECTgK are 54. is VISIT 14) S/1EET 144 '.T, 2 A 1W/fS .�, I/4Y 2/A 2A/4, 3/4 4/4 1, 3 & 1W/15 r3` MaN. POURED C:1pRn9F.lE (" _-.I ... _ Jaw RE It .SGO' ja5(Y .-�.,-.�. --� i Mee eiar. _ �._ POURED rawOAETE j-`------ 1 REaaRM y _ ,W _ y� r BEE Wid I 4 SIE a. i 4'-. - _..I. f, #,A .( I ! I i �;� 1...1 1 1 I 1 S i Lt1Rw M I -5T3�s'f 14 ) L; 00 PANEL) j 04voQR P RIG, ll R ,j ; (AYfEP10R PANE).l IENO PANT) IFOR TOO" 'wTW SIPARMION iyTll f[ Wd6M� � EVERY 7 B 4p337 � ,«( SKID O T2 1f2' DE STUO 0 12 Map. i Lt}.� R will, � _ ST/«o 0 , fir. ryjO (OWEDUTS4 O'w13 v2 OFG !_.. ..1*yS_.. +! GET... -, .-l.�l...,.: ( DET 1/it} T4 FU.AF :a I x' O.O. TWEE DEr zi14j C�. plLj L / li A!a/Tf) - a y -- a+}(AL.iEiAM1E LOFATION k} HAT T4 EIN E1OC' P I � AIRS) E{ 4, t CTAL$ 1/4 I I i ISCE J PDUROI CONCRETE I & a. ,d. d f n DP OONCIIETE ( � ( ft= WALL R>JApI¢D t , i /4 2/AY 2!✓4 3fd OE 4/d f, Z, dE 5W/15 T, & 1Y!/15 * ! i i { I ALTERNATE 4 1WN �. Fp€i ON LIFE LOW) AREA W/ND UFE SAFETY PANEL? LIFE .,. 1ACFETY 0f LYE (SET NOTE II&1OW) I �..>.... ),4. REGULAR �. ___.._.._. PANELS W/ OR -..- - _.-,n+t- SAFETY PANEL -«J f4___-._,_. r., AID RE(Uua 'rRAcxs (5� ware 1 . - - -Yf : ! 1,e BELOW) • LASS PANEL TO . INSTALLED AS roNc AIu 0n5 1 A-�., Ui1c SAFETY' sTORtA PA'ffL OPENING SiWI (SEE SCHEOLA.i ON =sr !✓ pry(' .,- 'OR'SU4 ALWAYS 9E IGROADED W/ RSUt 1N7N0t£ �s SAW 14) PINKED �.::' :.,�,,. I ixaorrlDN) Ta FI,nrATt.sNsruuO(A: IF. N4it3I0[O a „_ N O BE.LCTUREE OR REMOVED FRi1M O£ MNCHORB OTE y of STRUCTURE SHEET ,4M) ---ED ELEYABQN WII.L�CiIQUbMNG INSTALLATION FLOOR 141IONT1NG jE{+",,T, AUAMN SCALE 3/32'-1* - ,. .all # .SECTION 1 SCAMSCAM3fB° >_: �IwCTIbN 2 SCALES 3/B' < r• ,�I/4" MIN. �P � 1 1 I/4' Rro.: 1" ,C raP _. NIT1E�.02< ( SAFCSy gTr,SIN. PANL SISTEM IM91AIAFLOM :. �. _ - .. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRS' OR LAST PANEL) ) v anEA1DR PAt1€75. ( B ALTfAtuTE tOCAtION OR AS AN INTERIOR PANEL {ANY PANEL LOCATION IN BETWEEN END PANELS). B LIFE SAFE.+ PANELS MAY OR MAY NOT BE IN9fALLEO ADJACENT TO REGU4Xq PANELS `+ A]QTE L4 AT F3A7 PAKELR. - (W/ OR W/O REGULAR TRACKS;) SEE NOTE. it P SECTION �y- 0 2 LSE 5AFE'iY' SiOR RANPi. OON515T5 OD39 ILV:.V.... E0 .FORM T _ D �t OF AN12 STEEL 5 ANSI. A5 4�-,� PER COMPONENT iJt . SWEET 2 OF DRUGGING, SCALE 3/32°e1` THIS TUIEi ALLOWS ITSELF TO BE REMOVED OR INSTALLED FROM THE M$IDE OF STRUCTURE COMPIGN3. 'USE SAFETY tTEPER S TOP TRAC# IS 6E WI NiPLTNENT�dc BOTTOM TkACK TL} 4ygvT"L tt�,fElaf;1� G. � .,•••• �L, �^ rgA�y COMPONENT BE INSTALLED WALL OR FLOOR MOUNTED FOLLWNG SECTIONS 1 A yEA�@ 2 ON THIS SHEET, AS WELL AS DETAILS T h 2 ON SHEET I ;y��ENS¢ '•. �`3 % FLORIDA BUILDING CODE Volocily Hurricane - (High Zone 4. Min. LENGTH FOR COMPONENT 5 15". S �j TS EEO. - i : COjA C • MC ANCHOR FOR AO OR PONFNT � K, SPACING u E.P, Ma S ANCHORAGE AT SOTTO IS GIVEN ON SCHEt1ULI� T t4 2, VASES` t4. 'ir g' 2O GAGE GAt,VANi2E0 STEEL STORK PANEL DRAW�., * ' COMPON'EwroAY BE PERMANENT OR REMOVABLE. ". • ^"""""'"-`-" ";;, Q.,• i10E. � ' ,�"`.+ /:"°""`""`"""'---•---yaNr.rwMrw aF/V4JMt3O 5, SEE DETAILS FOR INSTA"T" INTO WOOD FRAME BUILDINGS ON SHEET 15. s 'iA .• TS1 ` * r CIF '. GLOBAL PROTECTION PRODUCTS, I.I.C.DArE ,, pAx .,, DR - . �WI�A► ©EMS. _ 46m St. 51 STREET 8. SEE SHEET 4 FOR 0f7A# APPLICABLE TO ME NECESSITY FOR THE INSTALLATION OF A✓/ *r5 DMa� -. AM .We R. mL W1ow 4Rm} rye y ggNe (a5x)mI.14 F 7V#g, Vt (954)A D-pat 20-176 SPACERS AT TRACKS INSTALLED :ADJACENT AND BEYOND TO. STUCCO/WO00 SANDS, dfq NIt1A., . r. >. fmM 4Y,-Fnr w ARE �: Ae .- ax.ewrA TWNRAA - PL 'S`'AI13PDIAIURF./D/STf. 0A, YU 7IY 4MLTUt A J'Y P$ t M. eA• # '^:.• BiRET'!s OF 26 l7 ... • 4. _. .. MOMUM PMEL LENM "L` SCHEDULE fV&M roar — Iu#r,IVIt A/a U S Aa1ATYMic - — acr•,K1Mc e MAKARAI A5.0. Nor» PONNMNENm IbN p�AtgN m +55A -72D - 7'-1- OR LESS 2 L/4` 064801JEO t 1 TNRU 5 4: 7 .3a.6, -7,2a 37`-D' To r-,r Merv. 2 3/4' 0MIOLTED I Tim D k 7 #AV,O, -72,0 +.". -46.0 la-4' OR tM 3 T f2•... x AT a: 6. A A la.-. • SCILiTD 1+1 1/4'0-20 I' SS " h W GNUT A' GROW t URILEN AN OF PAWL NN" ONLY FOR PANEISC1')& Q INSTALLATIONS AS PER SECTANS I THOU 7. ON SHEETS 4 h 51 MA4mw A.3.O, ITFSRR4 ft4M(�,) MARMu6i : $•,4D41$ 3Q:(IBi> �` APPLICABLE a �OF 1 MARA" PANEL ` LEN6nt i° irf.) CROP; Ci TAP-OR;F C%%-BV W1W8MA1E £6aLLE 4 P`v#%AATE RUB TO= ,I. L.� TO C04R iE 'TO a t0 CON" E To TD towfle': TOCONCRETE elm - 6' HJA N{a N/A b` N/A r VA 6' NIA 1 (Von R 5' N/A N/A A- r D• R/A N/A W. 6' N/A 6" WA 6` N/A 2 r )... 4' t MIA X/A N/A h' NJA 'U" NJA !r N/A a (aOTyTki) +M.% -724 61 4/4 WA N/A `•... 6" N A / 6" N/A 3 h 4 (TOP) 7e-5" 08 LESS OR USES 6* S' NJA NIA a' 61 IF E' B: E' N/A N/A N/A 6" N/A 6` N/A 6' N/A 7 D' S' k/A NSA @° B` 6' or D' NJA. N/A TZ 1/2` 6..TJA• 17 F/2" 6 1/!` $ fJ1• O1/4' 6 1/t' s 1/4' 5 (TOP/&YtTdt) SEE SNS AN 10 k N1 e'aR N Hm PYRE k SPA" FOR owhimm .00 MOEO ER4A€ MNdD510. OSNAIUM AtkHDR SAtGR1a5 AM"MNMUM On GFEGACE ARE N OCA11V ON iW6 y�g'w*r. Faft ED. LWB THAN NLOCAIEO.ON SCHEDULE RtIM ANCHOR WAEHW Br MULTIPLYND T FACAG SHGTM ON SCHEDULE DY Hie FGLDWMC-f'ACTORB, MR THIS OPDUTCH TO DE PDSS*Z QED PRONG GROPMED WIND FACTEC 34ALL NDf BE LESS THAN "PAIN SPACING ft"IED FOR EMM ANCHOR TYPE AT AW:HICAS LCGFNO. 74RAlOR tM46 -. 1/e'. r(nmP 1/4°w a 1tr-laa 1/rM r/4i _rt.TRiW'E" 4J4S �aM-a� I/4�. saw-6fr 1f. **ft "10"'(A) 3 3 3 3 Z 1AZ 3 "'mcranN.s sawN.r (axY .1 '- a s 3 - 3 3'/2 P.wt41 fc-* SI W, 3 3 9 ,n 3 ,/1 + 3 ,/y ma FA 5w AGfIm t t: tJ3' 34 1 ,35 I/4`t-L.D.. 5/D` TfMIQ WASS a(xawa W/ �S�� N P LAM EQH REQUIDAR PANELS i 1`I & t/ 2exa' s.5- 14s. r e o' A#• D 1d AN N as still LDwn* MPTD B' oc. FDR Yr3iLlsHs 7tr a' -!I' Max. D+Fs4-iy. . PAMEI.M, F€. ig OR PANESMATE PU% r ' a wa O{ T2 1 " D. C• + 1 Tf2° Mb4 1LENDINS •• -,- to taro m roll Au. Luwtes w L IKAOER I - e'-a' MOT. •x. f � r #Y Ua YJI046 $.F' O.0 3�NK irtMtpL ri - I_ kl' X t 1 / i A' V li ti f Ea' 31 f i. E �3ija S } - f0 I 1 g bnA. i( t- t I 16AOEA t irJ90 _ I ( I i *No LAM REwm i KQIM✓ i ALLTE$@MYE 1 W SCALE 3 .t' ALT SAMYE n i" SCAiE 3 ( ( `. t t BEE SCHEDIA,E ON SHUT ason N -� t r FiVt iAa 1 5T£OF GABS.. 1. �- Two e GLA T _ I C , i EO r Ow ED {— L- - m WmD,PtA1E Jfj OUi1fIt0 Tl I.D. 4 SJg $S, A�-1 a"a-. a" SA 3/ I NTIMM) PIAIE 5's #t) . 0 jji ' J 1/4`4-aDx2` SS. w5 r 4 t/4' o.0 MR PANEL WARM UP TO 6'-D' ANO 6 r ff fiki LENCtH6 UP IO a'�B` Mw. I :,� OR 14.C. ORg-10 PAIR+,N41tE F k1 DR GFRIMMATE PAL O r 12 1/2 KI. D. WRH 1 t ,._.-.... 4 i /LAG BCMtiYS r a' D,C w N ALTE#tNAfiIYE AxA ALbECALE YE +RwY 1r Easnee; wOTTLOGOPaNLmu Mg6WW1H OF EYdS[RC tTgpp FYAlE. FOR aw PUPS P1ATE- SLH-E ,; fa.1' .LIRAS 9/6••t` ALLLOIGIH4 UPmg-11• Ww. _ REOU�NEa y4 ALTER�TLY.N CONWTIM ANCHOR LSL _f NfA L TIDNS I NOTE SHUTTE3I TRACKS NOT SMM FOR CLAIM SLUE 3/aef'-.. SCALE 3(A-, µMANFNFN3NRA 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WII`I4 A:S.O. DESIGN LOADS'.".'�F . .,EN,SF UP TO +55.5, -72.0 PSF AND PANEL'S LENGTH UP TO 8'-8' /` 3 : FLORIDA BUILDING CODE High Velocity Hurricane Pons) 2. FOR NEW WOOD FRAME CONSTRUCTION:. WOOD MEMBERS TO BE SOUTHERN � -�j - '. � Nd. 'x= IE1Eco, me 20 GAGE GALVANIZED F.P. 'at: PINE NO: 2, W! SPECIFIC DENSITY OF G,55 DR E7UAL x w STEEL SHORN PANELGUAM N iQTi...NLT1lIiH Di .. 5T DF _ � r /. /� � L � M !✓ 4NC. — ---� —— GLt}BAL PROTECTION PRODUCTS I.I.C. aixtTE. rir rltlraDlD 4,� (} '., THLR TESFiWe h - COWANY ,eaD S.W. $1 41p€E7 DINE. FL =IA ... TOP @BOTTOM MO AY TOS : CAN BE COMBINED N4 ANY WAY TO -.SUIT ANY y YA` •..: _ r � ` ' hrA/S�) ASG ..R 34w Ti, ar 1NM sMwA..Reame, M a,eR n,a.-GaNal.ram-. r... aMA rrl-,mI I#iONL sat ( �ea-754A `'`� RAa#kea-5TM7 : 20-T76 tfauwla r®:: INSTALLATION. I/NfN "0410-N,_E. JOATE CA'mOBT B AR{.r Mr+i-- eM.., PP®M, aRa -• .. Bid..iiR�A, 1R31T �,1:P.E rut.... + " - &Bft of !4'aA. STU TOT' Tr) 1 . _ rSi 11 2W.R z 'STUDS 0 Et [t12441 2 1J 0. G HOLD Pr Gjw M% CASE MSe, cash MAIUMM AS& 1NA'APPLICABLE CF LAP -GP# c LI PAYLWTE FfMM9 O PNiUMGE PLUS - TO DESIGN.YIN PRESSURE M fCONCRETE To GLGCR m LDWTO �I TYDCHcoNowrl ;D CtfNGEIE Blopt LAG ET€ BLOCK TO eLDOH - APCDONa % $ CQI ytFlWt OF TtTFM Y,Vrc1W .FAMES... SPAT N 17 Qq S" N / A Nr' A N :A a' N A / B" N ! A $' AL N A NI 1 6: 2 9_.. 7" 9" 9' B" 9' B`..... S` 9" 9" ; 1 (BOTTOM) 5-0' OR S:S; 6' N/A N/A. N/A 8` N/A $' N/A 8° N/A 1 R 2 (TOP) `U' v 6' 9, 7 1/2' o' 9" 9° V 1 (BO7tow) 5'-0` TO T':$" +550 '-72.0 8"... NJ`R / h A N/A N! 6` NIA / $" : NIA / 6' N A ! i 'k 2 ) 7'-5" TO E"-$',.. B` 4` 9" a" 9." $" 6' $" 6' B' : 1 (BOn'OM}' LMKWLTMAS.O. DESCH PRESSURE R"Im, '. A ' I r YA. (5'TiN SrTF FR3M TOP �4RaI} CAM t " 0 3" w Of I 1� NMLFi P TG:" APPLICABLE � 4 C TMBIIN TLC. -. MWGMUM PANEL LENGTH 'L' (it,) T A - IN TO I'2E +49.2 -81Z 3* g^' 4 1/2" 4 1/2- 2-(SOTTOM) 7'-6' OR LESS: +52.8 3` 3" a A. 2 (BOTTOM) 7"-6' OR LESiS. +550 -72.0 2 lir, 7 2 t!2' 4' 3 I/2' 2 (BOTTOM) 7-8' OR LESS +55.0 -72,0 2 1/2" 2 1/2" 1 NfA N/A 2-($07TOM) 7"-6, t0 B'-0' +550 -72,0 N/A N/A 2 (BOTTOM) ' 7'-6' TO 8'-$°` ALTERNATE LOCATION AT END PANEL Ila A B e' A. A L L' a• . A 6 , .: x L - , -u•, a .i -s 4:a �_ 1N16o ., 1 :e•AMAW A;II W.Y� Mer. PAYFL LaGRt PwsseAle > M..3.g T.` ta.) LSE IL'DRaAct yy�UM S8PAA1MkN TG a.rm1 _ PiffiY. tDxDaNrs .a1.a --+a.a xa" a 3/t• IRrG4]FD sm WEET 16 POR ACIMOS s TYPE 8 CWD FOR iSICIE LAnOH6 Nm BIND fRAL¢ BLM{pe 5. M�FILM ANSNaR m+,nMas "MUM M Nat LM4 WGf D4TAfRCE AM NNOOiTEO EMI Tl,R SaNMnMLI'.. Fd+ EO, LCSS'IHAN BNGM.ATEO ON SIGHM E REDUCE ANCHOR SPM3tC Rr PULIw1YIMM SPACAM SHOWN Oti VCITEDULL BY THE FOLLOWGia FAOTLxCS. fGT 71i3 OPEi#ADaN Tm PGSM&,:.. RE".JUEEP VA. &.8y " 1aalG fAtt ISCI4rlt NOT NE L65 THNi MKtANfN 9PACAC MGCATEO FOR LAW ANCHOR TYPE AT ANCHORS WGINF. *low TM tJ4'I 9/#'s. i/04 T/4'r ve.. GY%-aL 'ARGON a' TN•P �i4ReiNRP4AELMEIE MA RRIAM WRONG (MI+), a'. 5 3 3 1 T/2 *UACA,,AAR ..OQ 3 4 3 3 3 0'. MANE (.4 3 1 3 ,/a 3 112 ACRYL BA, RIc1oR _ s T IRO - fDp Hurricane (VALID ONLY FOR PANELS (Dx AS PER SMOG T THRU 10. ON SHEETS 4. 5 k 61 MMAXIMUM.�. - MAXIMUM ANCHORS SPACING Fes! SIG, r 3 t /2' AS.D UESNIN TAPLYkI � Ct, TAP"GRIP C"411 PANEL1AAiE FEMALE ft) PANETAMIE. PLUSPLu4 ,«...•--•,- r�^�' SOLID SET APPLIC"Al To Stctos d h KwMUN PANEL PRESSURE WING COCRETE To CONCRETE at= TO CONCRETE To OOICREIE BLOCK F3 CONCRETE TO CON REIE BLOCK TO CONCRETE TO CONCRETE BLOCK tO CONCRETE .---+ TO CONCRETE at= TO CONCRETE FO CONCRETE L (LOCK ANY ODNBiRom OF THEM LENGTH 1' (n ) 6' N/A N/A NfA.- 6` N/A. $' NfA 6' j N/A N/A - N/A I (TOP) 6' 4' N/A N/A 6- O" 8' �B«..:.. B �6` •-u N/A N/A I (BOTTOM) 6' N/A N/A L N/A 8` N/A a' N/A 8' N/A NIA N/A W 2 (TOP) 6" N/A N/A N/A 5` N/A 5" N/A 5" � N/A M/A. R!A 2 (BOTTOM) 55.5,. -72.0 . 6 N/A N/A N/A 6' N/A 6" N/A 6" IA N/A N/A S ft 4 (TOP) P7'-5" TO B`-B°OR . LESS 6' } 4' N/A N/A a' 8" 6' 6' B' 6" NN/A �N/A 3 (BOTTOM) 6 N/A N/A N/A e' N/A 6' N/A 6' N/A N/A N/A 7 (TOP) It. A. N/A NIA S' 6" 6` 6` A. D. N/A N/A + 4 7 (BOTTOM) N/A N/A 12 1/2' 5 1/4' 12 1/2' 6 1/4' 6 1/4" 6 1/4'. 8 1/4' 6 1/4` N/A N/A 5 (FOP/BOTTOM) 500 - 53.3 • , NA 1. NA / 1 T 2' 2 / 6 1 4' / T2 2` / 6 1 4' / 8 3 4' / 8 Ile / 6 1 4' / 6 4' I / N I A I N A / 6 OP TTOAi (T /BO ) B'« ' T st'- *� 8 q 2 +55.0, -72.0 N/A N/A 6 7/4- I N/A 6 1%4' N/A 6 Ile 6 1/4, 6 1/4- 6 t f4 NIA N/A 5 {Top/BOTTOM} 111-B' TO I1,-2":. N/A N/A N/A ( N/A N/A N/A N/A NfA 6 1/4' 6 1/4* a 1/4' 6 1/4" B. M. 10 (TOP) 4314 -400 6" 4' NJA N/A N/A N/A N/A N/A 9` 6' 6 1/4- 6 1/4' 6 (BOTTOM} OR LES.i 6" 4' N/A NfA N/A N/A N/A N/A $" 6' 6 1/4" a 1/4` a (BOTTOM) 12'-4" OR LESS N/A N/A N/A N/A N/A N/A M/A. - N/A 6 i/46 If4" 6 t/4" 61f4` t0{BOiTCM) SEE SHEETS 1-0i1 AND 12 FOR ANCHORS reM h SPACING FOR ENVALIATLONS IWO WOW fRMAE GALOI RIL wwwvM ALGA SPACINGS Mo M"MUM EDGE WSTANCC ME WDICATED ON VAS SCHEDUm FOR Co. LOS THAN INDR4ATt0 ON SCHEDULE REDUCE. ANCHOR 5PADPPKss 8Y MULTW+LnNG 'SPACING SNGMN ON SCNEOULE eV THE FOLLOWING FACTORS, FOR THMS OPERATIC9 TO RE fOBSLeLf. REDUCED SPAM 1NNE 08D MSB(O 'AMR 9-ALL NOT BE LESS IRON MAINIUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. AW" TOW _ Ile. OACGN EF TNP-TAP A/49 Ile. 1/4-A 1/4. � IMLH-Re $WJR-6[T Lets AID" S oow 0111 3 3 1- 4 3 Z +n - S •. Lr� I oIP,.M GkrA LwJ 3 3 5-112 3 an 4 3 rn K7tY1 LG 010E[ 06DF4',$1 f A•C 10 A a 1Ja• ,33 - 35 - - 2.1/Z" 3• _.•-.._ l.m "+.oO 1.11E .at INSTALLATION DETAILS FOR REGULAR PANELS(! INTQ 015IING WOOD STRUCTURES f, t - - 14- P it-T -P P U ,O PRaB.M9E LUS k O PANftMATi PLUS O IFNE)dNTE L 5 - l I., - . 6 1/40.C- W 1 7 9' O C- 8 ? T Ol. W $ II1fR£AotnF471E'iRION TO THREADED PfETi7A7pFT0. rl i I EnNG Wool) HEADER WOODFADf4 EYYTN.WqOG HEADER N . {{ J 4 l $ it' ( r P { , e , 1 - J F. 7 1 ' n'-3/3Y /e +r+srYr I' II MUT # LAANRc STUD SNO4 PCAS A ♦ I MM � , �a 'f I I# I H[ADER W'DDD EMIR WOOD 14: d n, 1' ASn. f i REOUe t i REaUIRED` ,`� RED i r $ 2jp ! I 1 SEE SCHEDULE:, SRF BEE 'Aim , ON *+fE titt&OULE ON §HY2t D SF,EEt' 0 TtRLT a , r FIR LAH. 54 ARA .LRCM MiP. SEPASATION ( ltFt Ff%36+. LAS,UTNSN ' , m GAIN. m Gtwas. ra aAss. _ . .-" M1.s4Yw-/ 3tr7f/IB' '4S x e 1 MA. PANEL EG ' x. PANCLFNGTH Ir rA"•.. �NoLPARCL LENCTI & TE t)(SEE NTE T) Ms (SFK(SEE NOTE 1)I b/3f TNC FAIT ; .__.{}._..._. __...._t 3J:%a• tMIG NLR s-.... � .._,. _,_._. � 1 3/3Y vnlm Nur `...._ , _.__..._.,.._ I r E FSt1° L4MERW i w E4ERr OaERWA � A 0ffisf OAE4t,+P I [ I 1 I f t I 0 ' { 1 ..0 MAX N1 i F T _I tz?v amn' I I I,. .. :�""--' , ,. rat r r_ .,- . +�a Ntn fE�Ra ... :.. T ..Ttsz• �. ; , a 1u a E4iR1'S1W.r /2 EO `' `• ,»" .- , EO s .. ._ r, i Eq. .".,. ,< ,.5. I C � _ ... I 'b lf. 1 2 .1 t i G i v .•e LAC SCREWS h:. `' -, I`'• @ B' O.C. W/1 1/2' x`s4' WOOD PLACE' ( J ; S :, :-.. I'. 'T4-10 PAHELNATE PLUS 2'M4' W000. PLATE -.,I `, tf .._ 2'Y4' WOOD PUCE 4W.. T1WE 0P _ PENEYR4T1 A REsvIREO REOiAREO . t SEt,YLIFtE6 ` f' MGAWOTN DP PLANE 'I' ' .`Pf KNIT�1d j/_ WD WIDTH I LAG SCRM .'$` '# S il#D j i 57iQ NJ AT MfDWOTH OF $-LATE BONE 3/8.t- qw- - SCdI.E 3/8.1*. SCAR 3/0-1' 1, INSTALLATIONS FOR ALTERNATIVES OW, 9W & TOW ONLY VALID FOR 1IIINgNrf BUILDINGS WITH AS,D. DESIGN LOADS VP 7O +43,I3. -4$0 O-s.0 AND �AetAMi1M PANELS LENGTH UP TO t2'-4' ,•.0 IJ" 4r 2. FOR NEW WOOD FRAME WOOD MEMBERS TO BE SOUTHERN '•'.;[ -CONSTRULi16N:. 4ir,', PENS PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EDUAL Spa` a $ FLORIDA BUILDING CODE (High Velocity HUrprs Zone) Nam Fps Rmm OF; SECTIONS; :. D• 416 . *" i tt ' uK. 20 GAGE GALVANIZED STEEL STORM PANEL I Fp BOTTOM NRN p^- TOP 8 O MOLL GS CAN 8E . "`4 't. ,M.M4w' '. GIV"DM r 1E ur GLOBAL PROTECTION PRpilUL1"a, LLC. GIVE" COMBINED IN ANY WAY LET SUIT ANY - T r V 4NCINSTALLATION. LR7t r/a RuEFEr W.o. 'rrrrT rY wa - M..A..•TFC•`�S. I -176xAe, 20 NE: -7S. FAIL a +yt't,r 3t1 f aIM4o- , mS NIA! CA-Rm4'r19 � a ,aOArNe . .m OWN" Nx tNLT414:: £ 3�1,�/[IA1E ::Ix-,.O TFACIOE A 9.7E x BTAIi 72 OP all 185TALLA110 DEIA11.5 FQR OPTION f I F 1/14. T SFRRAS �P' AC, IM XISTINQ WOOD STRUCTURES 1 ��p 1T/ + TO ERL$rW, M LNEADF.R �1 � r 1 c _ aewNEn i i ! 7roro a EVENT i STUD r tZ T O-G /1 �1 I/n' HEM,'"'- � )1��•� . 1/A`P4T" MASUANF h a�"rw�a 1J�a orc ALTERNATIVE t ALTERNA'fiYE Z E � 1 Fore rArz. I �: ww � FAi I 7 OR Y { EN O Eo I 4 EA'4_..- "•:, f _ ,a"""g jl y..' Y I - WOOD PLATE REO MTEa 1 WOW PI A1E t' t ALTERNATIVE 3 A TTERNTTIYE 4 eEO,AItEO di 1/4`t LAD SCII r b' O.O W/ 1 1/2* %' A, If PC f�`Aa1E EDL w/ a, J4 A 2DA2 56 M e 6 DD, GR ALTERNATIVE FRAME ITIONS ANCHOR OCKIONS ,/4�f-7r PANEIINK C'EMAI:Ero DR PA)MEWIY PLUS • d• O.C. W/ I 1 f2` LMn. AOIOED [+EMETRATLOH m EABTPIa W000 _WOOD ,IN SCAU4 3,W . T' A R i PLATE PUTS flO7E 3HUFTER 1RALK3 NDT S1CBN FOR MAIM WALL M,QUNTINC INSTALLATION pAAa4DwMr/N .A64'�IsRN.�T'IE 1 W •`'�' a'��T'`��"'•C,EN� ,. •: ? - FLORIDA -BUILDING CODE lHigh Veloolly Hurricane Zona - � -amp X"no. a,C FP. 26 GAGE GALVANIZED STEEL SCORN PARE( I. LWTA9.(APtOrS ARE ONLY YAW t1)R BLNLOOM WRAF AS.O, two'l LOADS UP TO 4555, -tzD POI ANG PATINA'S LENGTH UP TO a'-Y. � 'z 4 }M /M /1� firS GLflI3Al PROTECTION PRODUCTS, Lifer. 2, FOR NEW WOOD FRAME CONi'UVWROM WOOD MEWSM TO BE SOUTHERN PINE NO. 2. Al SPECIFIC DEMWY CF 0.55 ., ,. ..,• (� , 4L( S( A i�� }1�. ►r V L4EC. sR.tFI iF3nND t-LIWMNECRiMe COYFANY 4646 IX!1 STREET Ok"L PL 33314 _�EODN_ f/ YHU NIP !AA • At N .x. few P. M m +MOW wmwA H aeA4 PH PE: n54je/a 4SO FAK: (115.1CIR-S Mt 20-176 ORAr016 Ne: PE. '.d:4./Sa1Y�TURerMR( :A••000D75M INN:. :A T4Lfi k., P.E. M.+ oA 111. Mx9. e{4 M aelq.fer A•R a ,1-,43 -5 or 2s . N L f 0 D -�—f U 0—. 0 O i o IL 0 v! O 0 N IM O (_Z .N v M Y� Y�� L- _0 E-2 ( I N CVAl I17 W O war L�7 � � � E., 5 L'•O LYJ L"� N P2CT rWi '� � a3� as 2 •.>� at 0 SHEET NO. SH 1.1I ,...:,..:.._ _ _:ANCHORS (sm sfoom ON $HEETS 17,. Ia. 1S8. 20)----__„ _.._,�,.,.,,_ _................ 13' I MA)L 3A/11, 4A/17. OA/Ra - 31/T7, d6/1R 39/ta 3^ M, 1_ MN, Mw/14. 7Aw/la Yev wf2it aBwf14. 7pw/11 1 aBwfg} I. Y, 4A i !jii wwa s 3tvo ) PREARAR i -T T-M 14'S l fAT _.f'-. , f t . x i ... T 7 . ` 'Y6G7Rptsf f�16Y SMLTIT x I +k � i rPAN1a aa1TDM cieglm OMY MR AT Una FW I WO, ,'`oAmAw r 3. WX ` tJcj17, M//7 SA/10. 3a/t7 Wit WIN. aAw1T4. aAw 11w 18 J8w 8 e 1• AIAN_: 1" AKIN. i ! J .. fT aS,Y/?A 1" MIN:.j __---__.., _...._ -_ -ANCHORS (SEE SECTIONS ON SHEETS j7, 1B, 14 ffi OPTION #2 E.QI UEE SAFETY 5TORM S' ELa a)ELEYATION :SCALE 3/Oa"..:1" ipr NM w 9MMIDI. SECTION A -A SCALE 3/16".I' MAXIMUM A.S.D, DESIGN PRESSURE Max, PANEL. LENGTH L (tt. MINIMUM SEPARATION PANEL RATING (p,s.t:) (SEE SENONS) TO GLASS CONDITION +55,0; -72.0 81-8. 2 3/1' UNBOLTED MAX, PANELLENGTH WE SOHEWLF) INTO �4 4 I W 12 51ECIURES ' } 7,..,. ta9,DER - MEADFIE { WOOD , I VtOOO sx^ �. HEADER NfOUAtED O^kRfD Y TSEVUlREO YE'pUMEe- (k ' = l �,. J - . .,' _-._, T d`f TAPCc#A 6 a' 0.C. ., i 4Y TAPtM a a' O,C, (1, .: 1 4-0 TAPCQN a IF D.C. -�' ,,. SJ4Y TAPWN 0 8' D.D. 2' LA A 7NFFMEO ._` # "SILK- 711 1 / / NFA6k0 -�I 2' WN. {{ // - - ! i f L) : / /^2 ^`_ ':ty .. I f!- - J J IWOOD EO • ' i, 2' MM, 1RUEAOEO '.. f POREIRA. T WOOD HEAD RADaN AT ..I TIDE WQpI IKON AT wSiDD ,7 i PENIE7RA f HEADERA7 :1: AT WOOD i' I P J I 1 NiEADER HEADER r Fff.ADEIt 'e I1FiCrEi• T° 'x f Ile ; Nax, 3-, Mln� 1 , i 7 f CENT , + y g L /q� Ex SILK [ xRAFOP+Kxlit 1SnNG INKro i 116sOA54 � Y' MaR. w*IxAi `Aa.GA55'ID au4 {DIET sce4DSA[... PANEL LENGTH ON 1 N PANEL LENGTH ,ki 4NfFT t- II ' NOTE t' Max.. i a# (SE4 tmaw)Y Mm. SEE N6'E # LAaLm: C ) PANEL, EN07H Mi, ffi PANEL N ARATION i LkNGT : xFPARAIxw I IN iXb7 ', ._., NO ., v SEE NOIT Dw 1 t 8E& ) # mAss I m a.wo _ _ t SEE NOTE 8£LKtN _ ( 9 r otASS � (&E 4GaaAt ttEE saUM14L" aN SHEET to j i. tJs`s-am.t E 4 i aR:aiET Sa) 1/4'M2OxT; _T sf R ! 3 3a' «- ! 7 a" rr � i WINO NUT aSNa NUT 1 t i II _1 )i j 1 a!O_ . T ,/A2 Tx I AN`TH IF'ENETR" V!` AT 9 ! INIDAXlYTN tlF PLATE r� 1 _1 8' t t�D. 1•xi. '.:. Lam-,! ' sy , I-E_: t' r- EEO. i t t - 1 4•i- _. 1 . 2 Y 3 4ss_ Ms. w - / ! T - d f-20+ 4 U.S,W �: 3 �s CONI'. C1RNT. ,' { f ! Eh - �! t ' - 7 "h] 2' WIND NUT " L T Ja >a 7 R S 32 W NUT i '8's . 3 ! WING 3a' wtNG 1YASFIFDd / / 'f 1 " .. -! a 12 A C t 0, W/ HF:R B£#roND i ) wASNNFR a +a I a' a,e. I 1 WASHER /. N+�r wAs'kER BkY1»ta i ( ) f } t a'T 4 APCON a 5' ffiO 4 wcaN a c a TAPNVM i O,C... .. _ _ -. -. ,.. � / 1/ i �. - • ; STUD .. - r AGCEikb W ..., - W srua (5MlNGERED / ! ) Ls* `II :` ! ! EMlEfRA� iADwaTN - i THREADED - I W t t/2` 6�N. TtlfifAfOm { i _ F!IATE 190I:1 j_ ! �` AT ltlDa10TH . "_1,:.�il TTCAI: AT tAIDWW}h# 3 • y}• WOOD PUTS WD00 PLATE T,R' PLANE 1 OF PLATE srt�' '=-i-'-<' "', TARED .. $ WaOD PLATE 4' PLAT �RED WA" immTIHma ENSTl4{IATI WALL BE! !gIm T t1 ONI W" ► OUKUN.G INSTALnoN &M � 2EGI►AB iEi.nT� �sw ' ALTER KII I AIJ SCALE 3ja"•I" SPAN _JAIEE j(Ig PaF i O LIFE SAFML PANEL SCALE Woutey SCALE 3/9•.1' SCALE 3/r.i" ,,A TILL S.{'�y�• I. INSTAUARDNS ARE EINLY VALID FOR BUILDINGS WITH :AS-D. M34 i L4906 '. ,• �" '• ' FLORIDA BUILDING CODE i h Vela! Nu cone Zon4 l 0 +... _7 P T 8`- . ..... UP T SS.S. 2.D FSF' AND PANELS LENGTH UP D a` 4 T * = wma ram, wa 2G GAGE GALVANIZED STEEL STORM PANEL PP. NEW WOW/ FPECI WiSTP N' wODa tAEU9F% TD fi£ SOUTHERN aRw4 Bt 2. nRi c N¢ '• P4ff N0. 2, W/ SPECIFIC DENSITY OF O.55 OREOWL 's*':,--f°�� I7._m,�_rl.s�t' ar /»/saro qS� .-_�.. _ _ ..:, � /y GLOBAL PROTECTION PRODUCTS, I.I.C. DAIS. yy da0c aN:al aT1EEF TiYl4 NEC adt Y DAME, FL 933id 33 ` fC . Aa zu. 4_ .r sm, YAn.0 a!me, rx Ai,r Naxc (tw)me-Ta4•,L rNt (ax)"§-4m7 20- T 76 31D At. i� M„tA/1 .FI-,Afl.A.:txtD Flt-+hT pir "..... .a r:" ,R,Mv.. s" Ix4wANC Aa T rrNNitAF. puµ1l F.£ 5EAl.,/RWNATIblUAiE at-acOaTta R eALiFJ1 A "+ASJT #i1 PE. t NR i-tAT -. SN4iT t9 N 24 COMPONENTS SERIES 2000 & 1 0Q E-Z HANG PANELS _.. (SCALE 1/2-11) i5.f a TOTAL - Z.250 { 2 SG 1 ti .sqa" -- i TYR .ORS". 2.2 o.Dsa• tia. IFtlp( NfA{MED " 3,5W' - �j„�''� _= 2:ab@' ?. .a OP+ •. �, HEMMED7YPGALVANIZED SIM } AM A-Sw + 12.244' ' GRADE 50 MINIMUM DETAILA.. * _?:: -.-? ; 1 i ' + / RUERM 'h' TRACK R-VEtz - " * TRA K r I � j ISOMERM VIEW LLETAii ,A 2.aaD ` 2.0D01 ROUNDED CORNER a :ENDS OF PANEL'S 25 9 END LIP W/ HEMMED EDGE- 3 x3 �ax. AL.LI� �I �T T i w(�; 6081 T6 Alum, ALLOY i t T,.,... Hot, 7�12 ' (Tyr.) VCEN, � 4( 7W' i oss? i i4 '• No,4df6T _ _--•---+ ; FLORIDA BUILDING CODE {Hi h W10CIfy HIM no Zone)] 1------.7s0'--.t ATE OF " ..,....3 aaDaD laTaDL Ax:. 2G. GAGE GALVANIZED' STEEL STORM PANEL rM r', ar 3" Mtn[..----•-L §' ••` - DRY iI _w. GLOBAL PROTECTION PRODUCTS, LLC, PATE (2)Z X3 (MAXJ ALUM, ANGLE $ MP BAR S/ �t� j LJ� � taEe "M S.W. sT STREET T T' LONG ArI AINtIHN %�- 60BJ'-TS AIum, ALLOY n ' xi7A'en,�."n."" w PHONE,w0wo-7aa rk-Iom)ftlies>ft 2p-T7fi - CA-0006719 8 P.E, sFAA✓9G.'6t4taE/M1E Ora 3+ a. Wig. u'm'...k1M0 Wa: , Pia tT-.0 W1ALiflt A iI11R,N.t),$it .&AFT 3a 2a POLLRRO CANClmT % OR CONCRETE BLOCK REQUIRED TAPCON ANCHORS O.C. s7oam 6,41/ � , 4 x 3J32" WING NUT t 012 I/2- 04; Ne"ORS aTUD) +�i • •" • ® MTW•E.0 PANEL SYSTEM wCom ANCHORS A_ TWEv- FtuT wA�ER (e 114* TAPCON ANCHORS (srs,Y:fRev w1 STUD) .,_.. _B 119 ODNCRE2 _ RENUMM SCALE TIPS ve. SCE TYPE R TY0 AMONOR wpm IAIGSHEET I 110 �ADRtD FOR Piw.INJADONS tstD wma AGO w A N*wo (i..i 3 NRTi41MMM sRACRRRa ANO AMNIMIM EDaC OS.RMmC€ ASF tMOaATEa aN THa _ fERwrxkR D«1F"M 4r=) .• B OWE FAR E.D. LESS THMI PeVATED ON ••• mmwi Oxs d. aba! (w) •. 3 `SCIEDUYE RENINX ANCHIDR S#MCwp BY WR-1NN,TRID smaNC we^ ON sC wAr lCR1:. 6A (mi iAb'7O11 aY INE FDUOwMO wrORB #00 MI5 ,a!DN xo � PITES1B,.f �aR�D NNfuO Ga LLESS ry. .;•:� R 7/9` _ 4UBLMYI BE PfAl�0RN+M0i THAN4orAlE PDR U,aI ANS'3IDR l,Pf ON 7iW5 9CIIfatAE .._ _ _�- i F I k€ OLAS5�'� - f! ai 4 ) 6- b y 4Sf NrK A,=, i 1 i l :, "V/e M,S. W/ `- F exs/J2" e1NO wvT 12 11r ac. WILs3tFA I •_ WING NUT WASHER (Y/ ,'--�% ...-..,. d' TAPCON..ANCHORS 4 i" ThPCEIN _ a 4 1/2- O.C. _ .a 1?OURED CQNC?wiE •DEN - ET£CRE1F81,9CN REQUIRED a" MOUNENG VAI11TION M( p,A-ORENp I !AD NTIN�C INS t 1�t ATION mIEs itirr�Ar�l SCALE 3/8':T" l SCALE 3/B".+.t" DIET-AILSINSTALLAIM OEM #2 FOR LIFESTORM !!ANEL aYSTEM INTQ EXISTtINQ VI!Q.Q,D ,' IR CTURES pp i� 1` r ,.:... i 4" T t APCON a- a` O.C. _ J J T ? MM. T11R.OD � k APDON a 8 O 1 da rD.C. / / MIN. THREADED P P AT ri0N `_ ( = PENETRATION PENEFPATWN AT WOOD 1 ' Ii - HEADER tffhDFR I 4 ! 7 t 1. ) f MaR. RFb REO S F l tW.lOa HEADER REOIN RED i Y RI I I t ( f 1-l , I CENT. ! I 1,.dr �. 1 YAP, 5(PAAA i%A54 i SCROTA£ ,._ (� , I ON 6T6tT ,8 E%ISTLNr. } NIA: SLP ARADDN TO - I CLASSKi OW 3IECT � CLASS- i DtASS'-' l d P LENGTH I NOTE 1 ! 'SEE BELOW t ) +"«- 1 20x1' MirN. PANEL SEEN 1 ( NOTE BELOW ) YhNC I ! i .I I ! E ) - 1 E j i i i I. { ; 1 l I i a. E� �I 4' ) E _ EO. I I 2"0' WOOD x:�i" :. I?/8"a r 3J32 Y47Ri NUT WASHER 0 8 1/4` O,t. 2'Rd' w00D_hIASE :' I! I' 7/8`R x 3J32' WING NUTREQUIRED RE _ } WASHER a (BEYOND) t 14-.1 PANELAATE U4 O s FLU 'R a 8. Ifd' O.C..Wt 1 %8 7 '- P PNNE1.XATF Ll;t_Ss a a I!! O.C, W/1 7/8 MIN. S "ON tUtFAOEo S�PLATE TM, M THREADED O?t PT:N£T'MTI t f , AT MIi9W761H OF PLATE -'I,-.__._ r _ KT AsOATDTH OF PLATE �LI,+kVil6L_ 13 1DJiALkaa.�.-.,:.,.##15lNifklN 0 HEOM aSIL PANEL ,NTIN3x..IN, A OON Jl'(ENAT)�%E A Tf�tlf r>,� 0 LH SAF'F_7^Y pdN SCANT 3/8'mI" �ry�rrt 3P �4GENS� '' $ SCALE "Qt" FLORIDA BUILDING CODE if h Velocity Hu cons Farm ] - Y •A „ - 6x70101a,1EEp, LNG ND a= 20 GAGE GALVANIZED SPELL STORM PANEL ry I. RNTAUAflONS ARE ONLY VALID EDIT BIRLOANDS WITH AS.D. DESIGN LOADS UP TO +55.5, -72.0 PSF AND PANELS LENO'TI� UP TO 8'-8". � * : : * 1'"" •'IT - --� S - y ., s. ATE _ - _, - gay �P � GLOBAL PROTECTION PRODUCTS, LLC. E'�+MN tm /O8/rAeD Y_'00 HEW Won MAW CONSTRU'C'T'KPN: 1Y000 MEMBERS TO BE SOUTHERN PMiT M0. 2, Wf: SPECIFIC DENSITY OF 0;55 OR EDLOAL I8 -!,. '•,. €!ir I it IME. 'L2 NtDi •' ., is sdDp zW sI :FAITH HAIL IL Zl31A '"(dE" z°r •••••' KR r..>A�,MA,n.a!§w i Yvrs "I-tl3F . fr , I,RN ik-iSl.I wNarE,(WHIMraa,ewat4s4)4ea-ols;. 2G-T78 AArlNN7 F H111iP ,/ AT4 %M1C WY1fA A RUNT 1X P.E A o.�R SIR N IYII".t aM �a/RN(: No: - Y/24�P (Sim R T'lz4 lr 1 ll o, (pWJ o" 1w/a & (sa' WYE I MOW) i xalF 3 INN WJ DR �/ 6 1C1atF e 4PCHIP prLp LaA BE P'RUAD DT WFA!aH REAR I:A,4'fslf TO FACILITATE RNSM4NA71OM IF INTENDED TO BE INSTALLED FROM 9DN4L;TJS4" . E INSIDE OF STRUC UM F.-11d. 1ka4, CRP I4f4' Ya1!. FL+�F o .5--(1).(5 S�CTiDN -rA SEW + 7- Amu- (0, vRlRt`i 2LIOO, E - ? HANG STORM PANEL SYSTEM CONSISTING OF PMEL + Cont. TRACKS TOP A 80710E (2), �+D PANELS SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOW BAR - (87 SHALL 9E PROMED AT TOP OF SUCH PANELS. (:T);. IF END PANELS ARE CONNECTED 3p BOT OM TRAGN, CONN41, SHALL CONSIST OF 14"!-2awi/d" M.S Wi it6 fz3/32" u•iND MITT` OR +/d*am3/#" Mtn. TNUMBS'C{tEw TAPPFYi aO1T0A1 TRRhCR LOCATION OF FASTENERS. MAY BE AT EITHER ER''` TwEY EXTERIOR FLAT FLANGES OF END PANEL. (d) IN CASE THAT A STOP EAR I a ONLY USED AATTOTOP) AT LEASS ARET TWO PANELS SHALL BE CONNECTEDOT CONNECTED TO BOTTOMTRACK E(LTo BOTTOM IRACK: USDA; SPECS 00)"'TEO ON NOTE (3) A901 IN $VON CASE, CONNECTION OF PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. ` S 1' 3' 4' ON SHEET 24. H N (s)- SCE SECTION . 8 SEE ANCHOR SCHEDULE ON SHEET 25. ......,.. 3' M., 2724 1' M 1'/24 +4 S PAF�TLpxt (SEE NOTE a BQQ*) ei it<url.Ie AIKIIaR4 52fiv AE ON SHOT �} "} 1• - -. : ... taxT• s.Ms ¢ EA1'A4 Ha Lf LAM ILlIMRaE�e118�� {� Lrr low i { 1/4' IMw aM :tf4• R«x CAPOF a ,. ___ - SECTitSN R-B "✓ �r'�Piwm`�sg' So" - 3!� (T),.DEF,NITKRN_ pF ccRIF'S tDtKF E - 7 HANG STORM PANEL SYSTEM CONSISTING OF PANEL A L TRACKS AT TOP a: PANELMATE PLUS OR 1$' LONG AT 8MOM W/ PANFLMATES, (2) ENO PANELS SHAD. ALWAYS BE CONNECTED TO EG SLLN WALL BY MEWS OF PANELMATES OR, TUBED NAY w/ 75' L&-1RROTE AT BIDT11014 END PANELS SHALL BE CONNECTED TO 2 w t •e- J jd 2�a/1 s WT 7/ y132" OES NUT OR 1J4"NE-(23f))x3E MI, UMkISCRESY NIT$ T EO 2 I( TPT As OESCRiI�D ON (3). ,FORT CASES WHEN END PANELS ARE USE 10INT'LY W/ IS' \aNG TRA X AT V � BUT ENO PANELS ARE NOT CONNECTED TO BOTTOM TRACK 2 . X STOP w OM 1 9E PROVIDED AT TOP OF SUCH PANELS. (4). FOR R4TALIRTKwYS WHEN ENO PANELS AND SOME INTERIOR PANELS ARE DIRECTLY MOUNTED TO EXISTING EL MWi AY T PMf.1.MATES FwLL I t StKA11N ON Cili%IOaI!IQAND W K7 0 2� NOT NEED TX EDGE O BE CONNECTED TOANCE, FOR THIS � INT BY AkY MEANS. TRACK 2 Ysl �I IIISUCH THAT ADJACENT PANELS F LEFT aI RIGHT SIDE OF THEM O`A-RLAPS RETAINED BY ,. f SAFETY STORM PANEL SYSTEM INIQ EXISTING POURER CONCRETE QRONCREJE BLOCK STRUCTURES - TAPCON ANCN 1./4•` ORB . 4. TAPCON CH ANORS. F 8 POURED CONCIED RETE DREOCON BLOCK .� 1OURE6 C4AAtAtETE BLOCK R ,` w� Max EGA n\fit) ti \ 1f1 i nT t ' ITT. i CON:T i w 9D+Ifa,oR, lD � L tcx o r 1 k xw ; �y;.r J GtA55 i j OtASS�'r _ .,,13 t � F 1 + 3 1 ) f I E,D• ;1 //74-TO0 PANELMATE PLUS W/ x.3/37• WNO. NUT- WASHER Oat/4"GC -. - CiNMC 'T BLOCH REQUIRED WALE NOUNTiNG iNSTALL9M 4GC�T,"Irti4\1 5A I� ROuj„�jR PEEL SCALE 31$*-1` IRA" Tim 71+`s tfA: SPA YW F to At iL FOR ANCHORS W 00 R. TAa� &Ills: FOR 4+sLANulIo,eR INTO Arooa Nk#WDpR'AHaPgid' SPAC9ND5 wDKATFO oANA N MIMTHMWA Wx A ..tYKj 3 ELR€ DSTA,KE ARE 't aLwxMxs en'tAJ a a SOODULE FOR CO- LLSS TNMI 00041EO tot RAAWt1 (y„vah Wkk a+) 3 3 1t2 SCHEDIAL RUN= ANCHOR SPACRIC IN IS W T85YMO SPACING SHDATI (IN SCRRZYAE. A17RAL 911, am •19MCFi III" DY 1NE FalLBwa10 FACTORS. FOR INNS 3y OPfA l%W N SE P00011, R€at10ED WV" (OBTAINED ,ASaC PACTCR SHAu ILTT BE LESS TIN! W"UM SPACR4 }HD!CATED MR EACH 44c"'m TYPE ON THIS SC`0ULE r I.Da tM - i1YDILAP I: . ED • r� 14-101s PANCWA7E PLUS W/ i ._. ,__ T/BY . 3132" WAIG NUT' WASHM (BCYaNO) _._POURED CONCRETE REQUIRED CONCRETE BLOCK wALLmouKnNG INSTALLATIQN zoom 5B 9 LIFE SCALE Hurricane t:: E-2 HANG. STORM ppANEL'SHCWN ON THIS PRODUCT ,EVALUATION DOCUMENT (P.ED) HAS BEEN VERIIIM MR COMPLIANCE IN 8:1) MINIMUM EMBEDMENT OF TAPCON ANIGHDRS AND PAN€LMWTE FEMALE M A PANr'4MATE PLUS INTO CONCRETE z ACCORDANCE WITH 2020 (71h EDTtON). OF THE FLORIDA BUILDING. CODE. BLOCK SHALL BE 1 1/4". DESIGN WIND LOAD$ SPAL BE D sE'ERMINE•D A5 PER SECTION 1620 OF THE ABOVE MENTIONED CODE. 8.2) MINIMUM EMBEDMENT OF 1/4.0 % 7/9" CALK -IN ANCk!ORS Sk{ACL � Is 7f8' INTO CONCRETE. UN IS RE iRz BY HE UR MGflON WHERE THESE SHUTTERS WILL BE {INSTALLED AND NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL HE PERMSYALL FOR A WIND SPEEDAS OU '0. T J FOR A DW FACTOR T-1 t;fl)11ALkiY FRC O RCR,0,85. UStNG ASCE BAND SHak NOT EX THE '.! GEED MAR MGM S,D. (A t 4• A-2 O SS SIDEWALK BOLTS USED SW1 BE LONG :CCH(SHDULTMY F7N(SH MATERIAL EXIST) TODESRE PRESSURE RATINGS INDICATED ON SHEETS 25 & 2aEGAG1/4" INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE C(R1MMA ULTIMATE DESIGN WIND LOADS DETERMINED PER. AS" 7-15 SHALL BE FIRST REDUCED TO AS - DES" WINO LOADS B_ Y.MULTIPLYING THEM BY 09 IN ORDER TO 83I N CAS-E THATPRECAST STONE PRECAST CONCRETEPANELS BE FOUND N D ON THE EK+5TMC WALL TO COMPARE THESEwf MAX. A.OS DESIGN NTf55lRE RAfiNOS INDICATED CATEtl ON 5dk£TS 25 tr 28. ANCHORS StH. BE IAMG ENOUGH TO TEACH THE atiN STRUCTUREBEHIND SUCH PANELS. ANEL%S ANCHORAGE SHALL BE A5 MEN11ONED IN B 1) AND IN 8.2). IN ORDER TO VERITY LIAR COMPONENTS AND ANCHORS ON THIS A A5 TESTED WERE NET OVER STRESSED, A '3 INCREASE A N c f ALL$WA81;f STRESS FOR WIND LOADS WAS I}DI USED IN THEM ANALYSIS FASTENERS SPAClNO TD WD(Ml tM1.. BEEN N OETERIKRI IN ACCOROANCE WITH N.O.S. 24i S_ (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPELiFICATiONS OF THE ANCHOR'S 41RNJFACTLIRCIi.. 57LTRM PANEL'S OR P AOEOIIACY F IMPACT AND FATIGUE RESISTANCE kfAS BEEN LENTO IN RE'EJST TER.. .AOCCHFU4NCE WITH SECTION 491a OF THEA€&3YE MENTIONED DE AS I rR r itON T INC,I 1T SHALL BE. nOE. R CO L'NE53RA L'SRNG LABOTe1ATORY NG. REPORT D32 AS PREY T ESPONS! RJTY ME CONTRACTOR T VERIFY �£Pp � 2 ODOLS 6S-2qT., 6 OF O 13'tE ^�6UNDNESS OF THE STRUCTURE WHERE SHUTTER TAS-202 AND YlS-.2O3= ATTACHED)RE PROPER ANCfei?3tnOE- THIS SHUTTER SY:A ONLY BE AtT'AOHED "NY CONCRETE, 8Lt7Gi 9RTw0BE 0b &11t.DiNMG$5 2. iTN15 SYSTEM HAS BEEN DESIGNED TO BE PIVAL1ED ON THE OUTSDE OF THE OPEFUNC. ACCESSING THE OPENING FROM THE INSIDE W $ THE OF A V E 7t5E !ADDER OR LIFT. THIS IS WHEN INSTALLATION I 7 % AT'PUCA21(RN A110 W/k t)STALLA ISkt t5 INTENDED O Bf PERFORMED 12. THE M15fh`LA'RON CONTRACTOR IS TO S EM ORPIR ALL SFUSIO R COMPONENT EDGES NCH CONTINUOUS f EDO WHICH RF.M+MN IN CONiiNU 5 F I ROM T)� NSWE OF STRUCTURE, CONTACT WTTF( THE BUILDING T0: PREVENT WING/RfuN INTRUSION CAULK AND SF.Ai, SHUTTER TRACKS ALL AROUND FULL ENCTI-L 3. SERIES 1 N ER E5 D06 INSTALLATION IS APPLICABLE TO SINGLE DOUBLE UN I AND B(E HUNG STYLE WINDOWS W){EN N h- IS REQUIRED " STALL TtON REA kD ,ti BE PERFORMED FROM THE INSIDE OF STRUCTURE. 13 Si ORM RAVEL INSTALLATION SHALLY - COMPLY WTRH SPECS INDICATED IN THIS WING DIL4 PLUS ANY BUILDING AND ZONING ' REGULATIONS PR T PROVIDED BY HE JURISDICRT PLTNMR P ON WHERE 1s APPLIED T0. 4. SERIES 2000 INSTALi`ATION 15 APPLICABLE iD SINGLE AND DOUBLE HUNG AND HORIZONTAL 9Lfi5F}?5 STYLE w{ND$N5 WHEN INSTALLATION LS REOUtRED TO BE PERFORM FROM THE INSIDE OF STRUCTURE. M ATRIUM WINDOWS AND DOOM, LNG- E - 8 HMO STORM PANEL SYSTEM"' IS PATIENT Po .. 5, ALL ALUMINUM 'IRK T 8 _ 15. ALUM EXTRUSIONS 0 6E 3 to ALLOY AND TEMPER. U t5 N- 5. D THIS . O6 TEM E (UNLESS OTHERWISE NOTED) () PRODUCT EVALUATION DOCUM P PREPARED (( ( } ENT ,EA RE APED BY THIS ENGINEER P ) ENGN rns. GERNERPC AND DOES NOT PROVIDE NF . T F iyTMA ION � A SITE SPiT;N1C p CT- '. £ ROJE . ! a. WHERE THE SITE C'ONORi0N5 DENTATE FROM THE P_E.D. 6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 37g5-Hid ALLOY. ,PURCHASE AND Qr+ LUD uFE SAtEPr $ IN IN F 'D CONTRACTOR T BE F R ' L) 0 RFSPON LE 0 THE 5 ON SIB EED 7. T-VIATAONATI .. ALL : SHEET M€TAt. PAN 7. HAVE STRUCTURAL DUALITY S' A-, STEEL FJ.S L URAI OUAU AST4i a53 GRAD_ M'n, :..v' THIS PRODUCT SHALL FEET.. 5D , GAL AN12EO STEEL fRD BASED ON TFd6 PE.O. : [iE0 b1E '. N PRtT, SH£ DOES HI DEVIATE F TH OtEu1A ROM E CONOLTYON5 DETAILED ON OE'zSION4T�N W%Fp. 56.5 rcet (AFTER ROLLED) THIS DOCUMENT OONSIRUCTTON SAFER' A7 5rtE IS THE CONTRACTOR$ RESPONSIBILITY, TO S. ALL SCREWS T TO RE STAINLESS STEEL - 31fi Al $. T W 3a4 OR 9 STILES R CURROSI$N. RtRISRAh Ctk'.TEp CMEWAI . PER N c THIS PRODUCT EVALUATION DOCUMENT M4 STEEL AS E DI () 00C EM !1 BE LaNs,DERD INVALID IF M$dFi17t: 5001B W/ 50 Rae YIELD STRENGTH AND 9O tI. TENSILE, STRE,NGI'k4 A ST414LN COMPLY W EZORtDA BUILDING d t.- ..4. J B Lai CODE SECTION ? T 3 3 SPECIFIC SINE C N`. PROJECTS SHAid, PR A () CTS BE PREPARED FLORIDA DA R (STEREO ANON}LENT WHICH WILL u . 9.. BOLTS TO 8E ASTM A-307 GRLYAN R 1 d. F i2E0 O A!5 3D SERIES yY NLF55 :'STEEE, wI"H 3a k i MIN H. BECOME THE ETIGtNEER 0 RECORD e ., N t MUM T1FJ.D STRENC'T .0.R; EO THE PTOOJfC WHO t (E N T AND $ WILL aE RESPONSIBLE .OR ) StPDL.E TI(E PROPER' WILL BE ES u � THE P . SE F D. ENGINEER- OF RECDR� ADDING A5 A DELEGATED ENGINEER TO THE P.E.D_ ENGINEER, SHALL tl, A T W SUBMIT 70 THIS ABHORS 0 ALL SHALL BE AS fOLLAWS S TATTER THE SITE SPECIFIC DRAWIN GS NGS FOR REVIEW s P THIS .E.(), SHALL THE .AN () BEAR WE.AND ORIGINAL SEAL AN SIGNATURE - F 0 DF THE PROFESSIONAL ENGINEER 0 CORD T - t d"R TAP 'MANUFACTURED BY1 ,W 1NE TTM1 PREPARED R.: L`ON ANCHORS A$T BWLDEK MIN. t`e-.,319P A', FsIO aR, f P ) - 1 " e 7 -M d K $" CALK H AS MANUFACTURED BY - T CUM T' f ANCHORS, DEWAL. INC tN t By E J ( P 18. P - STORM PANEL MANt/FACN LOCATION PANEL IN STORM AtNEt - 14- PANELMATE P I 10 FEMALE ID 6 ANr2tAA-E Pk:US ANCHORS: AS MA7NF- D BY £L00 C : �. ACTURE ON5'Ri1CnON 'PRODUCTS. _ FfERS (ADFL SWV-L.. O RI LOCATE ON A REONE ACCORDANCE N 17 9R F WITH SECTION a$. ,.. 0 FLOP BUILDING FLORIDA A'tA BU W4 CODE- ONE LABEL. SHALL E IN . LABEL LA 'D=335O sT. - 8 PLACE) FOR EVERY OPENING LABELING TO COMPS W914 SECTION 1 709. ,2 OF THEPliRIA BI1111RNG. CODE. AT) MINIMUM EMBEDMENT OF TAPCON ANCHORS INNTO POURED CONCRETE SIWl BE 1 3/4- AND 2- FOR PMEEMATE FEMALE W 6 PANELMATC PLUS. Al) MINIMUM EMBEDMENT OF 1/4•f Y ?/a- CALL -IN ANCHORS SHALL. BE IS 7/8" INTO. CONCRETE- NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE Ile 0-10 SS SIDEWALK BOLTS USED BE LONG: E'NOUGH(SHOVLD ANY F&M MATERIAL "IST) TO ENGAGE 3/4•. INTO ANCHOR& �,vo n"110, may, A,3) IN CASE THAt PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUNO ON THE E%t'STiNG WALL OR g > FLOOR,A`YCH BEHIND ' BE LONG ENOUGH TO REACH THE MAIN BE ED RSHAALL STRUCTURE SUCH PANELS- ANCHORAGE 5HRLt... �>9`+�; ND.44167 m: {B) TD rMG EeNrRETE i-� n,L - 1/4• a TAPCON ANCHORS AS MANUWTURED BY tjW. BUILDE)T, INC, FLORIDA BUILDING CODE (High Valocity Hurr'cone' zone) - 1/4". P x 7/8' CALK -IN ANCHORS, AS MANUFACTURED BY OEWALT INC (F-1500 P,ari) Z P"°. .0 ,"''' eTDRD mTEm,. m, FP, - �1T4-1q PANELNATE FEMALE 10 AND PANELMATE PLUS A4--HDK, AS MANUFACTURED BY ELCO CONSTRUCTION �`' �' `_,.,,,'(I�F1S���": �'�+ 20 GAGE GALVANIZED STEEL SWORN PARKST PRODUCTS (('Pt.2071 Pad.) --- a7lRalmxa GLOBAL PROTECTION PRODUCTS LLC. _LrE fNe NEE'a 5wTREFT "Yia waE f. at R,W, sAsesTr ixeFa„ p""krYl%aiaeM&ixwakaeFa. n •aR 2p- T76,M_7yd', FAN; TR44)bfl@'-a'IY! Mwa4) a,n.. tI3) RN-,wa kA: l&N p,-Y6Sf oPAAATa Na. A.E ¢t4/axRy1WE}TY,IE CA-a0:7Y w . Afrnr11w r.+,r 14N7EA A lry(Jr X., Pj: a:A •T-w _ A - a!,Cn Rt er Rm EMEL 1,INIQ EDURED CONCRETE OR COHCRETE IBOiPUEd Yo SO A "'04 *., cDAaEtE 6 OaTE somvA'. DN , > r '_ .x+repL7 ,.. '•._. o,acTsaieAwxYIsm wF: : ) Wit: �N'7w�a�,,.n�s.N:s ImM"'-mAw _r---ED. A)� insR,>s,us.y ` cu.. 1 4.+, am ar (D talcs+E _ ' I-'^----^--' TAR 4 Ir• e.r- isl' 1 I Eta a ? R away �CRhaK Fg� 1 G`� cazNt _ '`:� 1}�.,.,•. 4 ,..' ,.LDS+-•< L J 3 4 4 Vt tl- _- - :t T i i ,I # - T p t ..: 7 5 4 NOk F�TmI Pt�EE: aLT.,1 I a 9 I ( �1 I SEE SHLIAA.E f I b 1 j I/av-Ra+ll4• - FOR1kn I 714v.50aTIa" �O°j 19,_,1ff I ih#Y-iA+b 4" k •� �3.5 Iule'K,r;PZaw s1l Y To aA t M, SDREi I itRASs, IM/aS'CIM.Tt I mi a il4aY-Nmal4° afH. BEPAPATR}@ Y 'AWa 8f INTvvm O 00:: t t f#J I iL FRttAER�AP ' i wNC••3la�i t �. �M/ 1 DGAai. 4 EkR CA6klP T 1 LITRY DY04AP L L 1 , # t e� kgt } I R M ;... !. i ` � � IttMot e,c i ..! R�i Y A � y 1�• �. � s„ 7 .<.'s _y i #f 6. jjt iIUYv c . J r aEaw® .;,r w r{ ..: :C._...`4- t ftmx W us.'k: 3a ..... � INWNGDk NRsaN7l'f3Y-]fbKtiT&l4 1 ', NUR )CR'• 'm m i rj :`` � 7N'p.�k}'a• _: TrRAw4t7dx' L �f. t,- ND'Pi 1 f✓STi�CPC kt 1✓H4 a t 1 M 9PfYF+'�, `K f V tf6 AIr3!tusws io;s +man +„ EDRt or tsFF 1xaa8AC nmw xmE ,-DaO ram. , CNCWi N W4 8 N a =EET 83) �n wl naxT 6 a o Y t. AND,.�� �Ot1Ni1Nc INST. k) a�4 I TINKER INS N FLOOR TO CEI`jj�OmOLINTING INS ILII-OLD Ilou SECitON i c7 ^sCALE31e.1` 4IT.I�il+i. SD1LE 3jT�s�•�I^ ..^_ , SECTION �------ , -.. oN C S.TE#75hT/4' I -1^ SLUE 3/8-x' SCALE 3/8.1- AT e%YjtRQ6lI l ( MUUAtM 4 L w NPR .;t of ® 4 IME a $,EET g. i'� �: �V EtTs•' 9Jy�PE.FDa:rnuwwYUTupFez.+a; .° No.94T87 . „ - FLORIDA BUILDING CODE (NI h vaiocity Hu icons Zane) fbl�Ra+T w ANY LAIR f0 SUIT ^ I � NYY 1J_^y\l. a fZna STATE OF +q-,cw. oac. j 1 als+A(mAnrn1'•, r 20 GAGE GALVANIZED STEP. STORM PANEL FA"e,,, SCALE: Itr , i» #ak t x c s+ - GLOBAL PROTECTION PRODUCM LLC. a7lUa/a4ED t s.'•f IMe- DATE. T�f r Eta` Tcs1wD t EFJ81a tit' cowmNt > 2G-176 AIDE (OKAM-7sy rW. (ce.)aa- M nlan , TflUI .it-1RM . i": , i7RA1 rn-HaF w„C 4f9OtiAI73RE/tIAlE G-aeoa7la 4kk A. war. FRa rA A. PPo DR-) Me: 2: 9 RiEN A M Jrti Pti , -77 a BII[€T ak OF 3s 12 -6-1 N N O O .0) C6 U 0- O Cn O 0 O O W O M LL p > .w D '0 VJ E O Co Q .� C0 a z z w J U) W a� _(D O C/) CDL 0_ O ^^L I..J� LLI '1 Z z Q J SHEET NO. IS 1.2 I � . � (1) (D = — (1) C0 (D A-j _0 > = 0 E) 0 -4.- =3 - L_ _0 (L) CL C= - ­ - __ __ INUALLATIQN DEJAIL15 EQR SERIU 2000 A 1 000 E-Z HANG MRM PAL4EL (1) = C13 -0 0- . IM EXISIING WOOD 2RU_QjURES goo& NOTES (0 TO uwAL_Rwu_M1m_wmm_0w.u� , �­ .- (D a) I __ .�� - ­- I, � I STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PZD,) RAS BUN VERIFIED FOR COMPLIANCE IN ACCORDANCE IIC# TAPCON ANCHORS, AS MANUFACTURED BY CTM BUJLDEX, tK 0) C-) -1�­ C/) -t- azwm A". Q931911 mxmE Wma ("It.) Imm ,�� � 1/4'0 VC SOPEWS 0 e cc' W/ . WITH THE 2020 (7th EDITION) or THE FLORM SUILUNO CODF, fHT-S STORM PANEL $N� NOT BE INSTALLED AT HIGH - #14-10 PANELMATE FEMALE ICAND PANELMAIE PLUS ANCHORS. AS MANUFACTURED $I ELM CONSIRUCTIDIN PROGUITS, - - - I "', ,11, I vr TWISADID PM7,w" 1, e , r -, I . ­ -13 , 2-w ADD, VELOCITY HURRICANE ZONES (MIAMI-DAUE / BROWARD COUNIMM, - 71 �4 I , �_ , 1, I _/ -S SK41L WE DETERMINED AS PER SECTION M0 Or THE ABOVE MENTIONED CODE FOR A BASIC WIND - WO K 6 MRESPONDING MAMMU ftmL LENGTH *Lt_srAw= � F 'I -to mvz "Do tum, , RVOIARED DESIGN WIND LOAD, I** LAS SCREWS; PER si,u�s, W -0 0 '10 ,0 MMUM A.12. 192214 PH=RE RAT1Nrz jpAj.) AND MOISPONO MAXIMUM , " _,_'_� �,l - 11,12-t=w, "1N'rm,w% '14 - I [ I Ir', " I : �AA 09 CXE . 11111��Vc=ll Ullicl.*,. SPEED AS REQUIRED BY THE 4VIIISOICTION WHERE STORM PM& MIL BE INSTALLM AND FOR A DIRECtIONIKOY FMOR -19* WOOD BUSHING, AS DIETRISUIED BY ALL POINT SCREW. SOLT & tWECAM CO, I I wow WAW� / k . � ; - - TV EXISTING WOW REAM. m SIZES I MUM E-z HIM STORM EMEL (1) SWNG SCHMILIE EQR IWAUJMS INTO CONCRETE jk =RETE RM STRU A I ,,�_.. I I - " - � �% 1� I ! i 4 1, JI'll' cMS1 _ X " " I __­___�- V KO-0,65� USING ASCIE 7-16 ANO SK44L NO EXCEED THE MAXIMUM (".0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS C 1) MINNIAA THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SNALL BE 1 112* AND 2' FLIP ELCO PATILLMAJE PLUS C 0 0 '= (D "i& I It, , - - - - w I -. " -, '. _,�__;_�_ _� C 2�? 11 uts, 3, 9 THRU 12 AT 17, I& AND PANELMALE FEMALE IQ - I '10 ONLY MR PANEL IRSTALLATi Hs V THIRD 4*. SIM 7A. FOR &bU W,A�J,rMg �, r ­04 C-1, 014.1'SKS. '1f`____ - I X . It __ __ 1,i ; __ To ASINE CONDITION, ULTIWATE DESIGN WIND LOINDS DETERMINED PER ASCE 7-16 SHALL BE FIRST 1/2 NO THREADED I IT ��, VERMY THE E THESE W1 MAX (A.SO) C2) 14NIMLLM THREADED PENETRATION OF LAO SCREW. INTO THE WOOD FRAME UNIT SHALL BE I ' A&" � A,- Sam 24, � X . - __ - 0 ,� ',� A I ", " ,,, , r ; I- D�c REDUCED TO ,S.D CIESIGN PRESSURE RAIR40 BY MULTIPLYING r4A BY 0.6 IN ORDER TO COMPAR 0 �D_ = 0 il: ____ - ____ - - ____ -, � ' 5 PART OF THE REQUIRED THREADED PENETRATION - 0 U_ - � � � 1, ,_jj,7 LAG - 0&, W/ % il \ i c-,A, #14.11 sm-s- DESIGN PRESSURE RATINCS INDICATED ON SHEETS 3, 9 THRU 12 & 17. 18, PENETRATION INTO $TUCOO SHALL SE CONSIDERED AS S_ ION )AAMIN AMMIRS STAMM FOR f� 0, - I Ilr - ; 11 , *9 Z. W= 5 I � � , /� IN OMER TO VERIFY INIAf AN040AS ON THIS P.ED AS TESTED WERE NOT OVER STRESSED, A 33% INCREASE IN AUDWASLt NNW &PSASMI APRXA%t To , , 0 STRESS FOR WIND = WM NZE USEC IN 'THEIR ANALYSIS� FAS-TENM SPACING 1-0 WOOD HAS BEEN DETERMINED IN C,.3) MINIMUM EDCT DISTANCE OF LA4 SCRITIS, INTO MOO SHALL BE AS INDICATED IN THIS DRAWING - of LA APP&,- To AIMN � 1, � ,� ,\ 7 =VV Tauss mmPON , Sk END OF PRESSURE 10POM ANY COMBINATION , tue OuNt. I12,4 A I 11 I I = = , I RATING To ,,I'm TO CONCRETE �1.1 70 CONCRETE To ""'ITO CONCRETE LOOT% Ir 01) I � , -r, ACXROANCE WITHI ZDIS. I I C-010491or i _o;w) I I .A- I I cow.fN mmumv, inowd To ---Z��Kos - $MIT" f 11 MAXAAN PANEL � "i `1 IR!f IA ") , MoAfm , z' TO MINING NOW �Ui, 'VAI m ,,_ m 484 0­7- 1 70- OR =5 -1 2 011fr SOL I , 2,tw, .x-;,*, �m,f, CONORM - am 10, or ?I" I , .,-�l '_ _ :t � OF, EVERY V rw) 4 c"', J,4.t, ''I "� OiM OCIAL 1/24 4 STORM PANEL'S ADEQUACY Mfk NPACT AND WIND RMSIANCE HAS Saw VERIrtED IN ACCORDANCE WITH SECT" 1609.1�2 OF CA) MINNVW PENFITATION OF WOW OUSHIN43 SHALL BE 3/6'. I�4* 0-20 SCREWS USED SRAJI BE 1 1/2' UNIC MINIMUM 0 ku C) > - I - 1 12- MIA 1 12- N/A 12' 1 N/A 12' 1 NIA 1' & V (TOP) 1 .31� �Al r POP WET "Mt ,4 - -,It I 11 I -I_ __wiILwft3 TH,r jiMVE VENTIONEC CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS 10514DI-01 AND 00219,02-Dg. AS SHOULD STUCCO EXIST, MO I' MINIMUM FOR WAL,LS WITH NO STUCCO- . U) -0 E= a) 2 I i C'YA or MY,( 0 0 El , .v I I -01 40,0. -­W 70- OR Us$ 2 ?J%* 1W . 0&#?M r a) - � � PER SETO FZ-99 & ASTIA E =-02 STANDARDS. AND AMERICAN IE50NG LAB SOUTH FLORIDA REPORT #IM -10 AS PER C5) 94 CASE THAT PRECAST STOW, OR PRECAST CONCRETE PANELS, STUMD OR WOOD BOARDS BE FOUND ON T14E EXISTING I I I I I - -A...... I . I - A III '* ". IS. 1. ), =iOD, ! 7 C� - TAS-120? AND W-203 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED IN ArCOROANCE W/ SECTION 1604 Of - WALL, ANCHORS SHALL BE LONG OM614 TO REACH THE MAIN STRUCTURE BEHIND SUCH PMELS� . U) (D * m%sw/,;av-w.m/vS, IAs & WINcRUT AT omw 1, Aox OF PANEL LENGTH 3 3* e 1. I (BOTTOM . -1 . I NOTE M14L ,* a 1 FLORIDA, BUILDING CODE ANCHORAGE SHALL K AS MENTIONED IN C 1), C2) & C,4) I .- U) 4­1' 0- A, PANEL -_ - I T_ IA .1 f M (a. 12, a- 6- a' . I (BOTTOM) - � � I I --...-.-,.,, i . 2. ALL ALVIAINOM EXTRUSIONS 19 BE SW-16 ALLOY AND TEMPER. (UNLESS OTHEFwSE NOTED) SEE SHEET 2 (0) ANCHORS SHALL BE ANSI[AILED FOUDIMM ALL OF THE RECOMMENDATTONS AND SPECIFICATIONS OF THIF ANCH r- M ZO . - - Iggo _++ I I I W= 4EVER W"RO O" MANUFACTURER. N/A N/A N/A , NIA 12 Ile IT- 2' (901TO I M) - 2 t/..­,tw/,� g VO4" I I v VA - N/A __ __� ____ , - 0/16- W� / 5 = t= - 3, AL AWWNUM $KS QVIAL USED AT CLOSURES SHALL KAYE 3105-4414 ALLOY, a PANELS MAY ALSO BE INSTALLED HGRIV�QNTALL* FOLLOWING W$TAUATION DETAkS SHOWN ON SECTION I THROUGH 6 ��,�HFE�IS 4 �- -0 . = 0 < 4,66.0. -75.3 IT 70' OR LESS 2 V/,61 mi,, SOWAT" , I - -1 - �XIWJAIIDN - 4 ALL STEEL SHEET META, PANELS SHALL HAVE STRUCTURAL QUALM STEEL ASTAA A-653 GRAM 50 MINIMUM, 5-W GALVANIZED .HROUCH 5) EXCEPI THAT HEADERSQ & (D SNAIL NOT BE USED. 7- 6 i/2- -/,, 1 4 1/2- NIA 4 1/2- N/A 3' (MR) 'IQ QLAS& t ; 10 GLASS, "Ll, 11� !ff"-.,, � , N/A I i�� �1.1.._*­; 1 12, Ole I 9 i . STEEL, DESIGNATION W/`Y_ 92L2 At' (AFTER RM'rD)' I EVERY 0001,"? - EVERY Oww 9 - 1 2 7/8. W� 9- IT SHALL BE IIHIE RESPONS184M OF IW CONTRACTOR TO VERIFY THE SOUNDNESS 01' TNE SIR. UMIRE WHERE SHUTTER IS TO BE 12' MIA 12" N/A I 9 1/2� N/A 9 1/1- N/A 3- (BOTTOM) i� 9 -SEPARATION- 1 � . ______ __ � -.1 114-A-2041/4- To OLk% I I 5 ALL SCREWS TO At SITAINTESS STEEL -104 OR 3t6 AJS1 SERIES 09 CORROSION RES4TANT COATED CARBON SIM AS PER ON sUujNCS, 11 if, 4 I - . I I ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SNALL ONLY BE ATTACHED TO CONCRETE, SIM OR WOOD FRAME � I - I � I zr* N/A � I ML SCKW V ,=," 9 5w 0 W1 50 IASI YIELD STRENGTH AND 96 Wi TENSILE STRENGTH MD SHALL COMPLY III FLORIDA BUILDING CODE SECT40N . ­ii�..1111 S 241 14,4.4. To ��SSTORM PANEL WMt LENGTHS OVER W, AS PER SECTIONS 1, 2� 4, 5� 6 AND ALTERNATIVES Itf, 3W * � . W . I - - TO CL4s. 1 wvf , 11 I , v , I 2' 1 N/A I Elli, j I u-, -4 - - _�_l .1 -2 1 - I I � EWAY ��- RESPECTIMY� SNAW, 14AA A LEGIBLE AND READILY VISIBLE kAWING INSTRUCTING OWNER OR TDO � 12. 1 1 1 � I i 1-1- � ­1­11­1 I 8 DOLTS M BE ASTM A­JO7 GALVANIZED STW_ OR 04SI $04 SMM %?A1NUS$ ETEIR,, WITH 30 k.i MINIMUM YIELD STRENGTH, SECURE PAWS 'Wkrr7k APPLICABLE RONFORCEVChIT OURINC PERIODS OF AUTRICARE WARNING ,2' If* I A. 1 —7 , ","M (f_ Iwol L 12 1 1 � I W 1 1 ,_":.:� I I I MY E. I i I .T TO I . I . - -_ ­­­ ­ , 11� THE INSTALIATION CONTPAC71DR IS TO SEAL/CAULX ALL SHUTTER COMPOHM EMS WHICH REMAIN IN CONTINUOUS CONTACT WITH * LIMITED To MO w- AS a. OEM PRESSURE RATING - -.­­.4_ ji � 41 f P 7 ANCHORS TO WALL SHAL.1, Of AS FOLLOWS I M �, . , m!rr­l__ I . . . THE BUILDING TO PREVENT WINI 01TRUSION. rllr� i . 1� i 11 I i v 4 1 I � .. �, I I . � � jE . � I I w (4) TQ_mmff1_pw9m_s2mm & SEE SHEXI 26 FOR ANCHORS TYPE & SPACtAG FOR INSTALLATIONS MM WOW + ACQUIRES Lt.. DISTMICE SETWEEN BOTTOM OF PANEL I - , i I I I - _= - 1/A'o TAPCON ANCHORS AS MANUFACTURED BY ITS, EAUILMX� INC tMi,I, f'�­11132 F�...,) 12 STORM PANEL INST&LATION %Wj L!OMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY MMG AND ZONING RECULA40NS � ] I I ­ - --' i - I"" 111AUNNIT I/2' 1 "'� - v - 1/4* x I/B" CAUC-414 ANCHORS, AS MANUFACTURED By OEWAO INC PROVIDED By THE JURISDICTION WHERE PERMIT IS APPLIED TO, DICK Ato (1) To BE 1/2, j 101 11 I :_ - 1/4'0 A 3/4" SOLEI- FT ANCHORS, AS DISTRIBUTED AV ALII� PONT SCREW, BUT A SPEPALTY CO - NOT PROVIDE INFORMATION ,�,tt, f.A 13, (*) Ims. PRODUCT EvN.UATTON DOCUMENT (PED.) PREPARED BY THIS ENGINEER IS GENERIC AND OOM 3000 P-4-0 IT FROM W,t MMUM ANCHOR "OHM 00 MMUM IME MTN" No ON THIS " - E6,,-,;-,vo,;.TA­ 1 o - il il - 114,10 'PANELMATE FEMME 0 & PMELMAIS PLUS ANCIHM, AS MANUFACTURED BY FLCO CONSTRUCTION PRODUCTS. WANXILE FOR CIL LESS TH"I INDICATED ON ACTASOULIC MU"CIE ANCHOR SPACING a I �, ON SCRIDUIE BY THE FOLLOWING rACTOft YJXT I FOR A $In SPECIFIC PROOECT, i,*, WHERE THE SITE �MIIIDNS OM . P,C 0. I AOLICED %�AOW 010,4NED USING W04 SHNU - � ON BE LEM THAN "IRWIN SPACING INDACIAM FOR EACH NOW TYPE AT & � I 1��_,, 0 ` :-:-:;,�--!-:�,� � k - - 1/4*0 ZAMC SIMIAN ANCHORS, AS MANUFACTURED BY DEWALT, MC TA:=wE V44A I ­1 I! �" I I 4 Ir &t. --\ l-i I -4nm LEM* __ I—— [ _____ I 2F i �, — ___ ______ 11.r m -I P [ -I �_­-Ie I � (II) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLVIXOG UIS SAFETY OF PiTS PRODUCT � � , I BASED ON THIS PED. PROM I 'S MUMENT - __ 2 ­7 - �, P -) - I ED HE/SHE DOES NOT DEVIATE FROM THE CONMONS DETAILED ON H41 - - 174; 14:! A, t/4-0 ++ REQUIRES, At- OSVINCE BETWEEN WrIONI OF PANEL Y, - � m � !, , , X-- -ANEIMATE MOAK . - i i�z __ I .6E__ � -, - I I A I) MINIMUM EMREDMEfM OF IMACON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/1'; Z" FOR E100 PANELMATE AND CONSTRUCTION SAFETY AT SITE IS THE CWWrORS RESPONSIBILITY ANCHOR TIK _-L - I. Ile ' - I . - UN TAPOW = I E� __ AND Q TO BE.- 3/ie s1_ I L I=w 11=114 2 \ t _ - M.S. 5,l4- FOR ZAAW NA! ANC4+ORS. . - I r�j I _u I � - ., , I , Z/"_Ysl`3;- .� CALK -IN J, SOUD-SFT ANCHORS SHALL BE EMBEDDED 7/6- INTO THE POURED, COr"CRETE NO -EMBEDMENT TWO (�) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED MALM IF MODIFIED -_ � a ,/2 1 , I , 811- - � ., - , ­- Is% - STU= SHALL BE PERMITTED. Ile 0-20 SCREWS usm SHALL BE 1 1/2' LOA MINIMUM SHOULD swceo EXIST, (4) SITE SPELTFr_ PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED "NEER OR ARCHI,Efm WHICH WILL BECOME Pit Idt, AICHICIII VA04 (w) -.L-- I it M.K.WW"VIE IA DELOW) - -4- PD=w,1&wTL2I/r Ore . W�� I A1,1 ' , MIN A 0:1 S., .- ,/ " ""' __ , X , , .. �L_­ ­ ­1 � I" N1.1 - & ASO " , i � I AND I' MINIMUM FOR WALIS WITH NO IMCO, AND MAY BE 14MEO SCREWS OR ALL THREADIC0 SCREWS W/O HEAM ENGINEER OF RECMTfk�G , ; P, - F �Rj)HLOR NO ATED ENGINEER TO THE NOE PROJECT A WHO WILL BE RESPONSIBLE FOR THE L�� , Ecom, " I , , � , ACTING AS A MAO --;-,- I _­___1 M 1IL; , I '*HIr BUT WITH WHO NUTS PROPS USE OF THE G70 TUFLZTER IT& SITE SPECIFIC DRAWINGS MR REVIM 3 'i ,- , A a I """' 9Q, -R " I -1 1* m" W-11. _- ;a - 4111�mh*` 119,14111, , ",I "am r Lam i xxx CA am towma � - dl��z- I -1 14'tLA 41 � 11 , CAST STONE. PRECAST CONCRETE PANELS� PAVERS. STUOCQ OR WOOD BOMOS BE FOUND ON THE P.E.D, ENGINEER, SHALL I I ,/2- JW - I - I - - MA,� (2) �'.4, 1 1 : I ,A, ( - i t , LAO SCRIEVS 9 V&X, A-3) IN CASE THAT PRE, I � � t __ _ I 1, .�S�" r O;t T ,A, � . ' 1% PffADED EXISTING WALL 09 FLOOR, ANCHORS SHALL BE LOW ENOUGH TO REACH THE MAIN STRUCTURE BENNO SUrH PANELS (.) THIS RED. SHALL WAR THE LATE AND ORIGINAL SEAL ANL) 5IGNAIURL V THE PROFESSIONAL i I ',E I - I ii- WALL WOUNJINQ *00 111AYE "Wvr_- � 7 I I . 11 � 11 FT 'TE LAo .RrT, a "IF SHALL BE AS MENTIONED (ft &I) AND IN A.2). ENGINEER OF RECORD THAT PREPARED IT. SCALE 114-.1- , i � � - ". 2 RAY OR ON ED" ANCHORAGE I Im I '" JW&U.&M - - - __ - ,� t PLATE `F`w4Q*LAAQm0O , - 4 - � � I "AT I - 1 Ix- - � I � � � , - � (a) m=-w-Mmom-�60"AA1,_�- 2 14, SHUTTER M~hCTURFR'S LABEL SHIALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM a I - 1 1.40 1 �, I 1­11�1­ PANIC, SHU7TER IN AaGROANCE MTN SECTION 1709.9,2 Of FLORIDA BUILDING CODE, ONE LABEL L=11' AL�,.J'V I I � 1�', ­­_ S FAC T� W, RVIO)EX, NO. mm "go FOR EVERY OPETIHIC, LASEUNO 'TO COMPLY WITH SECTION 1�0*3,� OF THE �, I , - q4t. * �, 7)a' rALK-IN ANCHORS� AS MANUFACTURED BY "ALI. INC, .. Com- N01M. 11 "I I � 11 .. JdQUNmG - 1/4 � o .)/A- SMIO-SIT ANCHORS, AS DISTRIBUTED By &L POINT SCREW. BOLI & SPECIALTY COr "I 11 'K I I I INSTA"CON - 014- toy, PANE-UMATE FVAALE ID AND AANELMATt PLUS ANCHOR% AS MANUFAMRED EW ELCO CONSTRUCTION PR%q00HnNF I k1l""'11"111111 � WALIATONS W_ ONLY VAUD FOR MILDINGS WITH ��- �" iONkDS SCALE I/4'.1, - - , J%� vi, -to +NO, -751 W AND PAWL's LENGTH 'LIP V. 5_10. sr - tv"rIt'"Aft"AIA - 11C 0 ZAWAC NAUN ANCHORS. AS MANUFACTURED BY DEWALL INV A T. .-.3"w -0'�`,�-n!%.! , A, NZ7411h, , - ' " I .... � ... /.,?� 2j, SCALE I/4i*=I' ­ . ...... IMF -, , .11110 2. FOR NEW W000 FRAITE CONSTRUCTION, WOW MEMBERS TO BE SOUTHERN 'el�tv� � liz � R��) MIMMUM EMBED004T OF TAPCON ANCHORS. EUCO PANIELMATEM AND ZAMAC NAILIN ANCkIOR. IWO WE GEN"'.. - FLORIDA BUILDING CODE L" Hig I Velocity Hur cone Zone) � 3r.- . I , � , A , ,f , 1, PINE hit. 2, W/ SPECIPC DENSITY OF 0.55 OR EQUAL OAV- - - . . _ I � 1_­1 T .... �� - - - -1 __ - -1 i � �, - - �� aj �� -s BLOCK U IT SHALL HE 1 1/4 - ., '. - �f . . - FLORIDA BUILDING CODE (High Volocliv JUN tons Zone) 4t .1 - FLORIDA BUILDING COPE (HILb y6focity Nor cone zonw), :, L &NR VM44,1 ; I .V= muxxL IN- 2A, CAGE GALVANIZED STEEL STORM PANEL FT,. I.1 - � . - . z 11,2) QAUI�-Akf * SOUD--'kT ANCHORS VALL BE EMBEDDED 7,16* 9410 THE CONCRETE BLOCK UNm NO - I -, No. I i 1 t" lum W_ NIZIE-JA- z 11 No. 4 157 '- 7 11 I � I = ;WE 20 CAGE GALVANIZED MEL STORM PANEL VIP 1 : . I -�Omt krim w- 20 CAGE GALVANIZED STEEL STORM PANEL "Al VU= SHALL OF VERMITTEa I/C 0-20 SCREWS USED SHALL BE I sIr LONG MINIMUM s#,OUI O FAST� * 11741*��`, ------,,\ — z * " * MIN &� 17 AT, TOP As 'A III, -, I :*t RAWN Bf� I' AASNIMUM FOR WALLS WITH NO STUCCO. !,��% Sux I - , \ GUML PROTECTION PRODUCTS, ILLC. ""' - .. "I BASOD DO ... -a -AND - �- I =LIE C 0 is# 0AX, , �# - - " ' 010I AXX, �* �, mw -, .If� 1�-v`- STAT OF,- �O S �O% oAt- . GLOBAL I ETTISW�i�l 11-If-r-1 = mArAm " _��, Ifun. Y.PT.c A, ,H.A. " - _� /r ' I I - MI � - : PROTECTION PRODUCTS, LLC. "'V' GLOUL PROTECTION PRODUCTS, il.C� Ila) IN CASE THAI PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO Or, IMOOD BOARDS BE FOLIN E� -..w '. 11")MM"U�4, ,_*:111.1.1 20-175 TOP WADE * act EXISTING WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH P �, '41'.P�, - Poe qH 1. i Act- _': 'i�T;At_._� jeh- W - ' . 'I , - s A ,&".. &. RID.� 4 11LIEC01mcl\ 3, mga "......., DlA�, - AAA . ­� I #_1v_ze1;I1__? HUTT ]��* IINGINFERNIO CANFAITY "wl*_1-1w 1 -13W I- 1=t w INITIARX"T, COMPANY 1!w1111,Iw ANCHORAGE SHALL BE AS MENTIONED IN 8.1 AND IN 112) - ..... W, —4 711 M 1 � � �_O� - � � UAA`ANA - 1�7;',I " -- .. TAWE' (954W-n� M' M,I)SM-AM 20-176 -- - - - � 1­mw- (�>50-IS-k ox- (9 ­'%j�j";,,�,+,v%%v` - E w4/iAA;%PmvwE a -Down EE�_�� � - __ ,am =���, - ,_-'m __ �� -2: %AD= A-MMLIWAM IT M., .40, W. aft"014 - I --- - ,*iv� , - TAM -A. , 1. -XIM-1-11111 "ym-TT? 20-176 WL aj. gg A I I I � � I IIN.P_ StAm i/41 � I- 10 HIT CA-0owtv W.] - T�ml MAW mr ox SDA�m Fma , 1!i*j - A 4,� IAL - I- T t waml K� - XOM I SHATISR rwKs KDT 240" rep el.A�Rrfy 0- p'r %AyvAWxTV%jAtxYF __ WgLx T. I, I I I _4 0011-1. 5' ==#=� 4 - " I - nVIRIA, WE A -411i a A, , L.., I I I -11,01 . — # 7 _'.... I I I ___ —1 I w Mi MA)(IMUM ALS-1 DL2QH_k9LTM AND =RRLV.QHQINQ *2/4 +1 /4� 3/4, 4/5, 5/5 & 6/5 CNE9NENTS 8 KOWA UEE 1AAMY ANEL S)MM MAXIMUM SIN r P60" X Lawm OL: SCHmm ONLY MR ROUIAR IMM rMAX _,_,, __ ANCHORS iD.SEE SCHEDULE ON 1W/6, 2W/6, 3W/7 & 4W/7 INSTALLATION QUAILS FOR REGULAR PANEL 1\ , __ , s (SCALE 1/2-l') PAHW INUAWIMN INIQ ENREQ CONCRU&MMME ALM it JW= W 7'. MIN= ,SHEETS 9, 10 &III ­­­ ..... . - -- - ----- -1­-­­_1­­­._r'j3: =_" INTO EQUEED CON98ETE, 08 ONCRE .. ..... __ - � 7 � ­­.­______­_._.­__-_ , 0 --- 11_� _-----_­----­­­­­­ ­ ­15,125. (TOTAL INOTH)­­­­ _._2.I8'r----- SMGLE PMELSQ - -_ - Al wal 6 a L, AT POURED CONCRETE LwSTING POLLRED, CoNcRETS � i AM - - -, I - �_ -OR COCRETT BLOCK I � �.Iqr t 114--n.3/4* Ew Im ) & DA - - , -MICR-M BLOCK , I ____ -------, _--asw (EFFFvTNE WIDTH) --------- --- -- — � I -- �11. - D.M.,010. 4, --I-- _r1-, -, ,_'I-r­T--T-r--r­­T-­T-I­-r­f i ­- I REOU"WIT REQUI111D. .. ,I I f I- - iasiF i . -_.-_;-, moo RNEM r T -, I . I � � � t --1 I I . �t­ - - - 5 1/4, (rTP-)--- - � I Z74,-­ , TRACKS 1IT29ng * ]BRECT WONTED AT EMH IF ; 4 r- . , _12S� : 2 11 70 ANGLE 0 6 1/4, � - CONCRETE ANCHORS 11 CONCRETE ANCHORS z �, � 1.250 . � . I � Im. - , OR 9 11 , I (SEE --- - - __ . . � (SEE SCHEDULE ON R�1�17C - I I I ! i I - I - ___ ED) @, @ or@ - I - 13w* - 1_14,34,0"� _T�;�'­ �,"'j �w n I - �jw I � I 'Ale- 1� NAT K MAXIMUM PANEL LENGTH MAXIMUM PANEL LENGTH I �_ � MSYNG POURED 10 , � . ' " I � SHEETS 9 THROUGH 0) I- Cr3I I I ,-(-k- � ! j � � I � - 11 - I - __"� � t � . 1� "L+* OR *L-" (m) 0 'L+" OR *L-* (ft.) 0 1 p L , 1 1 � 1 1 1 �- 20 (�) CONCRETE OR CAAAJ . ,� . t -.---.- - � �, I � � CONCRETE BLOCK_ ,_ � - - I I lb i � t�4_ � L T-4- AAXNUM A.&*. i I I I itlt- - - � 03 _-.,�'V�,�,� C= s _` �37ar , MAXIMUM AS 0, CONCRETE CONCRETE III WOOD ; I . , I � 671- DESIGN DESIGN I I �, �4 ,,�, _j 8 q �. 1, I 16-4 CD = I HWMED . ,' - _ _� _1�, _ � -­ .11, I _. _-_ ___ ___4_ --1. I : ! Aw-, -.- -.- _____.___ - � CONCRETE ANCHORS ,�,,, __ � ------- = � . YP. ^� 2 1 IV - I—- I ­ ­ ..,-. ------, -_ , ­ f -_ T f f.,� - (SEE SCHEDULE ON- �- I Ln \1 Li ac�- = � 1 2.726, _j , " I . � THROUGH Iq FIX 131. 'I RR F I I I _� - 1 - --- - --f- - --- " 4- �.,� EDGE 9)_ I ­ 1, 14! , , (P.0,) (. or -) INSTALLATIONS t (P.,r) (. - -) WALLAmIs t I I I _________ - _ _4 � I et IT WOOD ; 'MI I , 1 3 � ,,, IDIr , , il ­­ _u , _ ,� - i --- I IL - -_ . I t MEWIED -2W' T - L �__ �_, - I L+_ _1z- L� L- I -!�', T-- - ­1 - - 1-- r D. 1 C, I : _ : � __ _.j ; __ - 2ac w'--v* I21-0* Ra a 14'-*' I,77- i - _ - ,I- - I I J� �A � 9 � I �11 - 'R', ii �, r,��g 4 11 (= _0#0 .E ,a C-) c"a 7 .- OVAIL A 48' - - - � I :Te--� __ I - - ; -_ - -4—� n I EOL -= � >< - . mp-) (TYPA -iv, - I � �,,;,,,, 10 L ­ . ___ - , , I , " " , I ! � , = � 0. � ­ 11 ""' '7 1 1 �350 - ;�� - _y __. ,:W- -, -tw-s- mo I 1'-B' 16�71 I I ­_ ­ I - I , " 41 I - - t L i 11�� - � r "I 15 2r1O fr'-a* I F,-.r �wlo 02, 7 I j "I "I .; T MRM PANEL t " �_sjw--­� ____ -----, . _j--] L_i_,__,_ _,DW___ __I If, - I __1 -14V 1 i JJ _1 I I _11- " _.- - i ;1 " �. I 11 1� : I 1 _(!-) , �2 (10 = ,_ ­_-2,W­­'- , , - A ul I 1, 11, PANELS SHALL K INSTAU111 A.11 I- _� __ OLYED P ./ WE= I - __ ­79�:TW_ ­B_r i 19, I : I 0- UNROLTED A NFL's - � : tn _= C'.4 .= 1 ji:6 1 T_11�_If I -, ­ ts vs7z W/ @6 FAIL OVERLAP i � j i w = Cm FROM LITIT 70 WAR Ill 11r LEG =0 IV,-lo* fv�-O' , -_ . , , I `�� (SM SECTIONS AS i 11 I (SEE SECTIONS AS I 1__,__��,,�__ ­­1 __ L.-_ I I _< < " 3� . , -­T­1 ­__­�] �� � ED. �9_ I I I AT [MIT AT LEFT MOE OF (�) -14- HEAD� (�) "E" TRACK T ANIAL WrM SJUD 4" ?O'-T' 0. I w 2 _'. 4010 #I-$, PI-21 APPLICABLE-N I i I i If MI. , ,v - � CD 11 a,- I 1+ I I i I ! ; � I : r--.L _= 0; __ - , I I - I SEPARA � _. , 4&0 r-a. W-191 #'-I' i , I ,:IF. ,�L ,_­ ­ __ - 4-10 . � To GIZ ,, -;. .10 w-ItAma. ,f; 3: - - - __ - I , _ - ___ _ -;,. a " . - . I ­ --- 1. __ j _ _. - ; $ , . - - I inch Od`R 7_41 "I i I � - ,- Ar. TOP EDGE , , -] , ! I W-91IF-In If) I � � ,,,�,� ITARELS DID LP - --- ." . __,,;._"OF RAND. 0 017-1 W..) __�11__ _"!:-" _ __A�-4�_ ___Mv_.,__ __!�_r_ __!�__I�__ - - -I - I , ,I; I -- - - - � ­ _T__ I- I �', I - -,- I . 8 I F - (SEE scKmE � I I - - *L* M., - I I ,,< , I I I '. mvAw I ED snu - I , "StING I I I IT � i I � �) - t5 -Z� _ _ � r ., (S- I "I I .1 _��O, -r , -2 I ON SHEET 3) 1 I PANEL LENGTH I , SEPAMAIRION W� AE� ivw -1 71,1 -py'.111 ;,Ymu. AA � 111. 11, 1. ____ __!�__ - I ,� , I I , 4 OIASS�l � (SEE SCHED M I MI., 1­4, 1 � _____n�o____±��!:_ __!�:OL_ 8'-o' �'_ I � I i �# 1 3 v N. To GLASS� ,- r - .- !" -, - _ - , __ ,no -, _ � q __ V/ , , AGTH ,,&.. __ ADDS" ___E_�____. ", ,.- 7 , z . . I 11 i 1 3) IT � PANEL Ir SEE SCHr L LENGTH - , , ",-IT __ I ..", - 0*0 - W-,- - no 7-0 7 _x I , � 'i I - - 11 � _� - . ­1. 1. -, I � . 1 (Sm SCHED ( DOLE i j ,mE �Hmxr rm B; :z f2 , _ici� J.-D. I � � "I I i i � 11 ­ I ` - "-! , , 13ri 11�270* __ 1� - .1-1 _. - L��_ I I I : � -1tok ­� - ---T 4 all 11­,,&�,­,� - r I ON SHEIF7 3) = :�;� � -� ­", -7--r __;�Z_17_ I 1 ! 1 : pa SCHEDULE ON j ON SHEET 3) t,.LQN_:1EL = W W Z�.Z_ "I 1��' f- -, 'eca- � I - ISO I 7010 -4 I i i - I I - , ��_ .__! _ t -.3 U 0 x � I I I I i - ON SHUT U LT ON SHEET I . I I /"- .1-1,xr � CONCRETE ANCHORS I I .1 � I - � , 10. SHEETS 0 THROUGH lc� 9 � , --�<<' � 11.­T__ � - Ww o�,, 7" __ __ - I I I - i -.( . 11 , ,� - T I 21.0 7'4' $'-TO' _ 7*`r, 6'4* - F � I I � t ; - ­11 = = - !� 11-_­ *z i 4�11 t_J 56X 1 , ­ - . - _ - ;,,��T'!��T F"r� " I I ;: w " O-TI 7*_101 3 MAX __ .._ - , �� i =4 _(D � '/,, - �1 _n4�";", OF Ic ! = .2 1-1 - -- - -- ;' -- -�-,7,­ -, Bab 71-21 61-71 00 ­ , �, k­-4�) C­ @.19 T " -, __� � I __ ;.3. MAX , MAX, i =11 I I a I , ''I I I * F "'I- 1, 4,,�,11"` , , I - -11 I / �_ - -I-- I I tm� 1� ,-.;I- -_ - ii I 17__�D � I I-r' I /it 70 __4,-L_J TIT-7T , ­ ­� L� ""! M_ ,L!t_,� 1 -4 i a 4 T - ,,, t IXI , " � ��ION z , - i� I ` I ,__�_ o � , . - - � ____ I I I I 0=.. 11 f i I I #-- O 7-0, Li. -I. 11 MIN. i75 I' MAIL , ,� , 50% " -a _m -_­'Z,!TH--- --- __. 12M. � ___e!!_ _!�__� __t_6_* ----s,- I "T"', -_ I f . I i f,:" I _ - - /4� 4/5, 5/5 & " I I � OF v 11­­g� ........ /J���<,�_����� -, - M -I �,'�. -Us OR 0� 11 W-0- -;7--1- D.M..(��),(12, � -1 - -, - - -14 _-, - I - -1 - " 2 25G' //, 1Z, L _ 9 I (� i � , � A j -1. no � 2W/6� 3W/7 & 4W/7 ,� tt -,�,',�,%` - i M�xl . I = E Em , _�,-, , I "" " 1 _," mm ,143,i , :, - - I I i I ­.'Q1 11� I i L, -L-1 '�­&; 1_10,2/4 1/4, 3 �f_�` Bi�� I 00.0 11;1_01 W/6. , 0 :�Iw ,, ,.,-. � ,Im�l I I I __ -M, 1�11� i I j �,�%,yo, , f, ... F, M C3 1 ROUNDED COTNER 0 ENDS OF PANWS I - A&L .or - - - __W___0rr_ _i__F_ -no __ __ . . ANC$ORS (%I SGf4EGULE ON SHEETS 0, IQ &11� 1­---­_­--­­­' I I � - . � . END LIP W/ HEMMED EDGE- L_� . 'a, .,ml jw 61-71 r,i I ". It i , I i � I Fj- f_., — ___ 'r - IWO iF__3_ __T_�_r __�W_o­_ - .. ED. �Z� t . I ­­ ! I g L : I - I - � I I - cz� � --;7:7- _v_9_ - I t.v M. . -, _-, __ 1 , : ,,�_, r---,! (kT.S) .- � � I 11�, - - I 11 � _ '3)1B`.­_____ � f I ED. I . ,- , rep. BOTTOM 140117 1 REWILAR 5 61) ELEVADON ;21 t, 11 = A� � I I , � f -, If I r- , 105.0 5-1. I I- , ----P= Of PANEL __ N.T.S. . GAP I EXISTING POURtEg I . _g, I "w. -�[ . N , CONCRETE - - I . I_- - 2_5w J­ - - `_1�111 I - , 1 0 12 Ilr 0,C � , � -1 TARO �, ��'.11 - I (AS APfUCABLE) . 1,750 . � � 'MI. (�) 1 __7w,_ - f FAID - (mm, Offop -1 VAILIM I : IV �.- � , W-w oDt *h�" CONCRETE _. I., = AI1L**RS - - 3105-HIS4 1 MI � ??A40 ITAO I - � _ I - , KDO . SEE ..... E.L .,.-,-"_,,_ � - -�, .v OR I i ___ ______ I A72' � � MI,,) (�) 11 ­ ... ­, I � its I— , ,,,,,I t, @ -, - � � -s �,L "A_w_ . IN DO. ta) i � f1+1 -sm SHCET 6 FOR ADDITIONAL 170.6 I ...] ­ . L ______ � - _1_!:Lll� 111- �_ � , 11 - III I "� � . : � 2,124" _,� :� qp\ lqp\ \ -/-\ � == Ct , , � i - A � . '7w- At 1. � LAOTATIONS IF UEOW 1,610111- IS I J*. - 11 I I _F'� I -INATE -I'* MIA _j�* _ �'. ... _�q� � I . � . ��TSI�Nm �, � XTE ... i f I � - 1­125 I- Ono I NT-- I �_z \-Y \_ � I I � WOOD STRUCTWEIT MINIMUM SEPARATION TO GU`_% SCHEDULE , " ... I F�' ; (4-) _ , =POURCO CONCRETE : '. @ =En z I ze I-,- _'. ­t .�,,, I 12�W � i OW) X.,je- am i - - SEQT -_ ATETE . . � MAX, LENGTH i I LQN A -A i Cn� � L 'TE REQUIRED. f MAXIMUM WIND SPEED 4 170 ..pm '_ UI ICTS� _(D ALTERNATE CONCR _=ROUJ?TDCrCRE I WIND SPEED � 170 r",h EFF CONCRETE ANCHORS ARE USED. I-. _� __ I L_ 2 ; PANEL LENGTH ANCHORS REQUIRED. STAGGERED W/ STU157- Z� , 2zw­ � 3,750' (SEE _193" � 1 4c" Pn) UNRESTRAINED RESTRAINED UNRESTRAINED RIESTRAINDO S SCHEDULE ON ___ - 12 21ow m .ow-, NORM HEM 9 TOUGH to) (SEE SCHEDULE ON � I .12 i v i SHEETS 9 IWKKXH 10) I . I ft I I m OR LESS I . '. IS' 6 114* A GIVEN REMAINS X&O, DESIGN IAAD� - - 21w* . ..... . ­: t..110 , I ) a 0) L�* Aj= FOR A BNEN POWK #-I,& DESIGN LOAD .: =4�� MI) 0 J.- I I I 2!_j I I I Pw ,�* - � R� @ 'U- 14tADER : I i , T � _733 --mw I. I. 7 1/2- 7 Ilr (2) PMOEDVAC 10 DETERMINE MAXIMUM PWOM LENGTH' (�) REV,A 'MAY HEADER -0- _j I . L_+!=� GIVEN A POSITIVE A.". DESIGN LOAD, DETERMINE UAXNW PANEL LOOTH 'L+' FROM SCHEDULE- - -+..--- I* MITI, To 5� M.- -_ , � -;go _ral.s -I- _�;_ 7 I/r ED . . 1 7 Ilr OVEN ==N=E=L%jQ4TrNE H EDULE LZAXNr"M PAT% LOW %� FROM SCH , (R SLEJYE 1" MAX, -- 2DW-­ � ­j - FINAL To TE W,%W Dammem, PANEL LENGTH HU Lb;;QLa MpgNIING WALL-MMMM WAU MOUNTING 6 ol MOUNT .,rm I 1,1111 To !n I* _.__ I" I - 7 Y/2- BETWEEN 'L�* AND 1-7. SECTIQU 1 __232�_ A (1-0) ANGLE - ftl SEE SCHEDULE BELOW MR PANEL LENGTH I% POROSITY QUALIFICATION. . 49m ; _----3,OOD­-�W­ Wful "'AIT I . Itul .j. �K U PAN HMUR . 1. SCALE -1 t . �Z4, 1 , j � �� -1 � HQL offlom t ANSDALLATIONS INTO WOOD ARE LIMITED TO * 95 I,S.t AIM� ASO, INESION PRIEMRE RAVIND I I i "7;,;w' . ­%_.., �11. WHImum WEL 'tJOINIIIINN, . I , I L -, (USE ONLY FOR X-Z HANQ STOW PANEL . -, ou'lo-w "I DESION LOAM * MAX, PANEL MOTHS FDA I r­ --- ­�7- f ........... I �w - 175* -08z".1 - - .� Is SYSTEM) SOSS-T6 ALUM, ALLOY " U. 1 7.wXIS Ir Y�� "r TRAO el-10 r-=*1*;A,`S`RAGIA1I ,"VS141 I d N � Iza--t", 6- 1 -i ,47 +­ 11______._.­ ­ - 104 . " "" DO 1� . ,x o ,V"%!!I�i,�- , ! _­ I/ 1. HEADER , TRACK A�,�� .., - - I L i �=k-jl - , I I * I. *city Hu cane ZOnw)j Of ,�= ,= . t3u , �:,_ � + � , , , '. - cone Z6n*) " -`�CEAI,g�*%!I�X . . - I i '25. .8,�- ,,�_ 4 . FLORIDA BUILDING CODE LHon "Igh Velod*fy H FLORIDA BUILDING CODE i(Nan High vitlocilly Hur Icon* Zone) 671 ;f ,- U, - f -.- I a-- 1, I - it - * �vrt F.P. 32* 3v $0, 1. � - 0= IXT= m � .1 - . = -am x"m IN: F.p� ., - ", ", -MIN " a <Eo MIN, 0 0 - - etwo mrsv, - - I DIRECT MOUNT w z I ' 1. 1 '11T. o.44167 ". I 01141H By i- . , ;i. -131. 24 CAGE GALVANIZED STEEL. STORM PANEL =*. .44167 " 24 GAGE GALVANIZED STEEL STORM PAWL z : 24 CAGE MVANM STEEL STORM PANEL -7 - � I'll t -,-"- STATE OF -" �r Z : - 1. , D&W 2, i i ,st t ` FLORIDA BUILDING CODE (Mon High Vol ____ � OR" W LINT - '. � - i ORMAN - - � mp) � L_11�-111._'�-_" D­w­' .260* - �� I . "'XI�S' STUD ANGLE 32, 32, w 3"' = " * .. -2 - z : Ir " � .- - 1� O.. A�� w/vAme ______ — So" S -*% WE OF I 4t;3z .Az-_1__1 �, - GUML PROTECTION PRODUCM UP- 07/27/20" =_BmL_Q2mmN&uQK_QE__q.0m1 ' I I L I E C 0 i No, ".- r�l f � "k -, MIN, , � ID .,�A, - -- _32- 4r 67* ,� 5 - __ - 2DOO`__ -AL--, - r"t - - - I vi?�% �� I mc� GLOW PROTECTION PROUCTS. LLC. TAM, 'r TRACK .. __ - - 1�k �> / 111ILLIECO'.Ime, wf�l F-M AA EDGE DISrANCE . . STATE O� . - OWSAL PROTECTION PRODUCTS, U.C. ""42" """ - 1. ___ - __ (SEE SCHEDULE, ON TOP & BOTTDIM MOUNTtNOS CAN BE � - ON; s1w, 11 MEET iiiDA- =� t ,% -a- — ,US. W. S� .� ' - owk!naw SHEETS, 0 & IQ) COMBINED N ANY WAY TO SUIT ANY "t RO�,�- �� ati&vru .p.m...m., ' 20-175 AA p MAW, (04)M-7t,W TAX, ('04XIOD-sm 20-175 ". " �Iq_//"/�_11_ ".0110,01 . 9�4 =0 _� RUM-M.011M ,.,. ,ZOA:�1111130` ww- " Okvv� FL 3"A ` L n_ ,� 'S. .. ." . Ow $..I -.1 , MI PAHAMT-WIT? M"ft ,,, 5r $ ORICtI w , 75,yq-- 1 1 — � _=I� -.1 p".74c (005111-70414 FW, (014)AN-47111 @ & (P� wI ynsoNuT _. _.! - M_ ia too" ft - m* I - . L W-1 AJAI M`O%Ir AWU�cli - OFAWM ft iNVALtATiON, to f " - I! - Pin, - !_ -115 @ WIW=Ma "FIT (R BUILD- - CA-00"719 riaiii7i_ ==- = - CA-0co'Ni 1� - WALIM I 101111 - " I.i. I.] . . A I I � I - IIALTOR A. - I - 1-1-. - #= 14, 3 Of 10 1114 WATURvew TUCK A (ZAMA.0 3 ALLOY) Pm sE9/vA1w1w_�Dm I MiT;wow�'--m ,`.E. e I I _ M4 k AL I I - - I'll Fm9t I I - i 1- I - L_ _ - _ . I . &I tHu -4--f - I I . I ___ .______.j � - - - uAmu;:v.A -,it J., , I - I - I I I I I I I I INSIALLATION OETAM EQR REGULAR PAML2 __1 INSTA EQR REQULAR JMA1AA_(D__ I I QUAILS FOR REGULAR PAREL(DUNTO W_0Q — INTO POURED CONORETIE OR ONCRUE MCK MUCIURES 7'. ­ INTO WOO STRUCIUMBES .., ­--fr­ -- ----w,�:-­-,­-- ­­_­ -------I ,;�� ""I - - 7-1 " - — T­� - , I �,7�, 11 i . i " , I - ,.., � � � I ,�� It I _`:7-"17�- --- ­ " � � "7" " iil , 1, -.-.,-,, TP ,. _­ I -01 � -- ., �� , ALTERNATE 0ONCREIS, I jl� � ­A000 ANCHORS '' .­ I I ,,, I 1� � , __ /41-40-1* SCHEDULE ,� , , MATE LIEG .1 W I 'r ­__4bo0A. I 4 R I , ". � / , , , , I _,�' - , . - I ON SHEET 3) I 1. 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Comm L� r. � I I PANTL LENGTH � - '_ /_5=11r WOOO HE , -, � - WOOD ANCHORS - .., � . .N.8 I I CD V . , Rl­ _ , 11 i 15EE SCHEMAGN ' I � I __ -.,.. -1, i m lx­_� . 11 .­­_ .11.1 GLASS __ �'1,11 " C =1 ARCHITECT PRIOR TO SHUT,- � ; - - . VIII441CREO - REQUIRED �, , I L I � (SEE SoNEOWL-rr ON � I , �i � (SEE SCHEDULE � .� , .�� � , . i I � - 4 QUIRd . GA_je , , ,' k 11�le I , , , t I I lt�_ � ON SHEET 11. FOR INSTALLATION. / / ,I ',, OOD ANCHORS ALTERNATE WOW ANCH9%_ �- I � / ; ' ­ YY!� SHEETS _,�,� � (�D I ­ or _�, I - -, . SEX SCHEDULE ON Im - ­' ---, .,,A, � - 11) SPACER 0 __A , _ L MI* MIX I W , � I-----" ­4 410* HEX 0,45"m -m � . � 11/4' X� Is mo* W_ , X, , 0 � - , * I �, I e'�,.�, ' (SEE SCHEDULE ON ( ZZ. OR D., L -SPAaR . I � ,� SHEET I 1) SHEET 11) " _t, t , , , _ . I/ - - Yr " vr 0 I . 0a I---- __­____ J Ile ,,Z=A., � - - I V..-AW: =w/ SAO ! � j � 11 -1 , � ;, . - - LENGTH' ,WAX, i I ` " �� t� (D = AD i G"OR, L 1 . � 1­ I—— -1 1­­­­ 1 WOOD HME11- - t V � I L I , . MAX. � A, I 1_­­11__1.___1.­1i ' , , , � : I EO. - -_ --- j­­ ---- ----- _---LT I 1, U) ­­­j .­­ ­ � __ f. ., 1� I RECORED I � � . I w. - ! I - " . L - j I ( ON __. I � , I � 1,; '� I . L . I " � -i �6. 1 I ' r � I I WOOD H ­_.­_­_­ I—— I _ - _ -11 ------ "C0)jRrEft____ St� 0 r4ROWH 10) ART -1 [ �L ;�M. I I L � . I ; 1. SOU -4--i I , ­ ­ , 7 - i - - A& I . � � I I - � m 1 .1/4 . , � V m". I ,,, I . r 1. __ L -_ _L_ � =sA * -_ I I I - I "' I � 17- V-�W__;;a�_ - - __ ,_­ I ! -a!, I t, Me"01, I I 1 F(J) :, 7 1 � 8 ,�v I i � I I _-,_Ar_-�-Z,11�= -4--i — i . I PANEL LENGTH � � L� I WOOD A"WROMRS � " I . -01, MAX- LONG ALUMINUM SPACERS 0 1 1 - � ,� 2� 1 ; A : , � , I , � 4 1 ­­­ 111__­­ � 1 1 I SEETABLE #1 ON SHEET M) 12 1/2* 11 � (sa SCIH 1, �`Mt, % I � � I ; EDULE ON � � � � ' I I (SEE SCHEME I t � I L O,C, C, i � � -,I i � I m I I ON SHEET 3 . I I 11 SHEET 11) I I w; 11 I I 10 i Milk I W� It I ' � L ' W. ! If* L� : I I. -11 I i SEE NOTE -1 BELOW FOR LIMITATIONS FOR a SEPARATION WAX MAX. L � I 4 i i/2' LOW S=­ - -,.-- - � � '. i TO GLASS. * 30 OLASIL ­ I . � �­, i � I ! : c ON SHEETS I i 4 � , i f IM � -Rozp SEPARATION I PANEL LENGTH "�, LENGTH ", � . � 4 � I -1 GLASS (SEE if , i 11 11 ".. () 1 _(D I I - --<D, *0 I � ­T __01 � =3 > ____ -4 IRI 11 01 (SEE scHatud I I I'. SCHEDULE __ _j 1- I � ;;; I - _­ A, AT I � M MH /4-. mw I (SEE � ; I : L 91�_­_ '7;jr, " - ON TO CLASS : MULE - (SEE SCHEME 1 � I SCHEME I i if : : ON SHEET s) I L---- ----'-L- SHEET 3) ! A , � � ON SHEETS) I ; ON . . ,-"%"0 ST;;Cii g *_ - - � _PANEJ, VAIL FEMALE to 00 PANEL MATE I . "M�o I .- - v Aim =-=,-, (SEE SCHEDULE I , , I - .. __e'__' , ' I ­ I ON I - - I MI., SEPARATION TO CLASS, ,/4-A�,- 0 1 1 1 ON SIEV 3) ON SHEET 3) - __ I -I 'I _ ­ - :1 11 - X_ L .- __ 'L* M.. I - L t.Z1110 I 1 ,/4--w- I � I PLUS (SEE SCHEDULE ON SHEET 11) - �; ­ AT � r Pse- saw -ma ON SHEET- 3) i " -_ ----I I V. L, ---- _t.. -, ,_­_41� NW M FMAR, ! t I 11 I T' LL L,JA - , -_ w No, Awim. %$.,,� PANEL LENOTH I . .__�_Sll =��­ V M. r _ . - umm 00 Y-n I ­41- - - -_ - " , �� ! ; v � I . - - W a PANEL LENGTH �­___ I_ - I � (SEE SCHEDULE I � - -AV �_­41� - PANEL LENGTH ,17� -1 I - � --- %ri '. -1 11 _41 "I � 1. I I M`kx� &______­­_. .1 _�� - -- � �41 --- wmiWiL - I I , � = I (SEE SCHEDULE I 11-1- W, �1' I - � I I - - - -Vtsra W. I .m. I - ��_Iv o- 01 11_11­­­_�,L­ f - =-:1--n . i - , `Np " _��_ I (SEE SCHEME : I ^ �,I : . � PAN LENGTH I ON SHEET 3) a �r,+_____ 1­1-i I 1 2'*4 WOOD ___r, 4SEEEL ' L tea" oa r-n ON SHEST 3) 1 . ­1 ­­ ___-­L .... .. - ON SHEET 4 1 � EX I lyi, I Um" om 21-0) MSTM---; TO GILAS5� - I---- ____ --- -_ . I I L I PLATE REQUIRED � SEPARATION 1 1;7 't , , I I � ON SCHEDULE OLM i . I � G -_ ­­­­­ "-,----I, ISEE SCHEME,— - EX-Mi ) � I I I ; ,20­1 , GLASS i I GLASS I—- --- , ��,, � CIA ­ I I- 4 ,�__ -111, - `1 ­ , L, SHEET 3) - To SCHEDULE . SOX � t�_­­Ov. - ; � 1-01 Ka MQUHT W I __ ' .­11 � 0 1 i 11, -A@ =%it - ­­ EIMIIIT� I I / PACER 6k � L " -..-- I um, J�­_--,4­­_­� - F ON SHES 3) 1�t , ­_ I ($a - , r,__1 ! i ! I � I � I :��-�-,�,-�-=-.�,---�,-�,�-�-�-,�,-�.=,,� �`�, - I I ­ I I I I I � I * � - w OF 1: L . I ___C I A .- I I AUERWYE 2w ! i --Cl) . � i ") 1 1) : L t I I I If W, --Z,j� i MAX. I I - 01 � _ SCALE 318�1- 1 1 ON SHEET 3) I ; -4-17" Cl 11 .1 *L7 i I I I i - -1-C4 1 . < I , ":�,."/"J� I ­ I I I 5OX a ; - -\-") MAX. ft L I i 1­4�1`1�1_1 I SEE XT�Ajl ON SHUT 11 FOR MAX. PANEL LENGTHS & I I OF v 9 (i) ,_ .0 � sm j__ - 'i If 0 12 1/2� D.C., I -f-0 I 11 -L' "I I i - 7T ; . . . I . ED I -lox i .� - I .0 DESIGN LOAD$ FOR INS INSTALLATION, . I 10 12 I/v ac� 1 . �_. I ! I I ED i. �� - ( -10- I I i 0 E:D ... � � I -1 , i Of IL' � i i � I � I I .­ ­- � I I I I ,�� 1, 0 t2 1/2, O.C_ - - .12 i I , 0 MAX I I , , -_ A � I IT_ ; j i i , t�vl_ N, I I - � 1, -- ,- J , � I i ED �� III 1 I/ I I , --I --- __ ___ I. __ i � It � " 7� 1 � (D =3 4 ,I I, MAX, ____ - I - L__ - - � ,- .-, I � i ,.- A ____ - I_ � � "I a II2 1/2- = i - t_j-_-A__----_­ " � ­ -- - ------ 1 - 1- _d____ _,-' - Y ; 0 i i : - ' ' �, ­­j"', "'I � - 1, � L � I , 7 ------- -- ---;�, : � 't ...... - --- 11 , i � i '. _11:1' "- STI 7- 1 1 tz�j I CONCRETE ANCHORS - 1 � -'7--7—,, !I , ".0-WIR r , , 14 -0 0�� .,. 1 p , 1, -, , CONCRETE ANCHORS 1-1- 11- -, j ---. ,I I t6 , � - , UI L - I I N., I _­­­­1 I I I—- - A -- -- --- J (_ ',- - C: ­ I 1_'1 1 I " �� 4 *QOD ANCHORS I I . _ SLAS (SEE SCIIEDUIX ON _� (SEE SCHEDULE ON - LONG MA& ALUMINUM _ _, -- i- I I � _ i **N=- �, .tl -,�� t* -. I - , I ­­_ - ., ---,I .�', i , � , STUD � , ----- _. -,--- -1 I i , 1 IL . I - _ L qqE OF 4 SPACERS 0 LSOX" O.C. VAUD FOR - 1� , IBBI 1p, , (5s1ft-40=/ ON WAM SA W W. I I/.- LOW IF-. 11 . WOOD . 11 � � 11 , �f_ 4L DITION) SHEETS 9 THROVOK 10) � SHEETS 9 THROUGH TO --- 2 1/8 I , - - II �, � 1- ____ - � - i I I �j� L 0 AND PANFI. � i i 1 �� -- � . I m ? X n: I POOREB CONCRUE�j : � i � il " SHEET I 1) I . ­ - ____1 -'--- - __­ _____ - � 2,At" WDOD I " " , I -we NNOMROANCRETE EXISTING I . LENGTHS KR SHEET .3. u, -� ii ; , � Lt) INSIMUITION 6 UMnD 70 A DRE SUM WILDINGS WRIN OF-4' _ ,.._j.___L­L­ Kch REQUIRED - .- I )�, 7 - -_ - OR CONCRETE MON ' - ;� �4 *um �-,z --� �, , 2 g��15 At:=VIKN WOOD ANCHORS `� L --------- � I - i if; � � � � L), ANY KOUIRED , " , � _= ANCSORS , -, i� " ' i 1) L , , Ii f SCHEME ON � ' ­ I _ . ; , � jo� Woof) . � � I EE SCHEDULE _j4' ------ � � REQUIRED, I � REQUIRSO ­ I* W, LONG ALUMINUM SPACERS � i i OuRnm NEIRIT 1. - Iii -, I " PLATE REOVIA5 I "I-El"J"'. ­7;�B�,U, ,;%Ow� IM. .'o. I �'-,' � �,,_� .. .... LL�' , 'j-- IS - " . I I � , m a- "" " "I 1111 2*.4' I, , I RoURE" *ALL OR 1111-11 I . 5�1" 11,� CON I - - �! L is-z ,_m 12 fill' OQ. (SOETASILE, it, ON 0 1 :, ", , 1 41 WOOD PL4 - , SHEET 11) � 1 � I � � Otim I 1) � � : � � i :1 I _.,_ LATE REOURIM I � �,�� 1f I I � : ON tokc AS TW F=&04 M&11/�AWM -,­_--I'A_ � 14 =%nolm.zmlxvzl.*=k",""Mt/,,"O"DC,OI �, - SHEETS q & 1Q) � I ( L I , ,ii i "" MEAN ""' I I i , , I I � i I ,11 SHEET I q I Mom INITH, � i CM 8 A WITINCTION FROM 12 Vr AM WAAM4 MILOM ON 4 ---2' MI-— _ L ..-, �,� � __�__ ili�,j 0 a) . � . ;; 1 SHM 61� , - =ft HQUNTING gUILD-OUT MOUNTING �i , , , ­ �;r (1) MAMAM AW MUM 011105%ft � MLING AND 0 WALL woutiTING /DIRECT MOUNT WZMACERS (MOE L I - � -�! PATM a .61L -0 PAT. I (3) I" 24 SAM TATU LOWO G INPUT TO W AT ANY OPSKAND m U) _., , � L. S�C�AULE I- §�M,p Rw�m,p -6 _,_ _ _ � � � �� � ,-_-'L_ _; ­ (2) NAMMIJAM STORM NANO, 11OATINe � " is & AM=" FRONT LARM FAMEL J.Dam ALLOMED ON � I N'J� � �� I", 'U, I SCKEDUUI . I,), . I w WAU MQU i (4)1 fA'LQNc VAM COMPOINT INA WIALL BE AS NOCITO 041 11 WHIG - 9a I mouhmmG BUILD -OUT OUNTING " m -MAUHM (a) =-'%gA-.,g,m,&-,,YL I SCALE 3/8-1- i law z OW41AM or I ;xlm m ALTINAmn-ft ALTERIAM 1w I 1 w4m Pat we mo I 's =4 IT$ ONLY I SCALE 3/8-1* MI m SCALF (4) NVALIATION I t-111616 Am vom (I. Eomq or"7110,0410c. '0411111141AN" SCALE 310�1- " SNOW "" 3/8-1, Zw" 1. 2 : "MUZ Met i I SURANAIAL IOX I 1 Q,0% it v � 11111"I"', 1209.46. L ti"ON" 1 � - _�NOENj . I; , .-% ,4":.�k I �/ ` A.....I �� i _.__ - / 4�� ,� .... ... " tm, A.N --- NMI I I .1 %� LL) CE .. Z - NO. 44187 FLORID,k BUILDIN 6 .. .:� = . .. , Jw_.--*�Nra %. . . � . % "I FLORI BUILDING CODE (Non With Velocity Hur one Zang) - FLORI A BUILDING CODE (Mon High Volocify Hur cone Zone) NQV-E" *: . *. S G CODE (Non High Velocity Huur canif Zone) . 41 � I 1, INSTALLATION ARE ONLY VALID FOR MAx� A,S,D. F . __1w ;*_ - & ' 9 I No. 44167 " I 24 ONCE GALVANIZED STEEL. STORM PANEL TOP A, BOTTOM MOUNTINGS Cm BE DES GIN PRESSURE RATING (gf) AND PANEL LENGTHS 't I OF " z- om IxvA W_ ­_ `p� < - ', NQ1E_EQ&_9DM51NQQILAE_2EQ=: -, "m lum, m ". 24 CASE GALVANIZED STEEL STORM PANEL, - = 24 CAGE GALVANIZED SM STORM PAWL MAIN IN, DESIGN PRESSURE RATING (p.s,f) AND PMEL LENGTHS J** vM^ 61Y, COMBINED IN AW WAY TO SUIT ANY AS I _�% STATE ' - `XAm w 2 , � 44167 . "m ALANXI, INIM FA I� INSTALLATION ARE ONLY VALID FOR MAX, kS.D, T PER SC14EDULES ON SH 3 -, I - z :: * " * 1*! = * * . * z' I I ­ NQM EOR MWIN&MM QE SECM : z . ; - 07/"/M TOP & BOTTOM MOUNTINGS Cm BE AS PER SCHEDULES 0-4 SHEET 3 (EXCEPT FOR . - INSTALLATION. 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD ik ov:. IPIOT, ,� -,- � 11LIEC, O eat" I IZ .. GLOUL PROTECTIOIN DENSITY OF 0.55 OR EOUAL. 4W 3.*� 51 STREET - MAL n. =14 X.','--. j ��7FK` omff_ F_ 333, - - 0AA,1E. FL =106.),Mi 20-175 COMBINED IN ANY WAY TO SUIT ANY OAM)MN_NAKL INX. ot. 1 20-175 , �/� - - 'HAT A, - . - (954NO-75�. FAX, -am SEE SCHEDULE ON TOP & BOTTOM MOUNIINGS CAN BE S -!�% STATE 0 AMC ILA 11 STRW - - . INSTALLATION, %. �11'�Al mm- MEMBERS TO BE SOUTHERN PINE No 2, W)f SO_- Lt , � _____ F_D� -( EDGE DISTANCE ��__`�_, I L I E Z 0 INC. GLOBAL PROTECTION MDUCTS, LLC. o'cE. COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) III-.. 0 / 11LIECO imc.'\ GGLOUL PROTECTION PMUCTr, LLC. --"- -% e, � � " �� PRODUCTS, LLC. 'O.M, SHEETS 9 & 10) 20-175 2, FOR NEW RI . , , - �� mot, ". 5 STREET "I'," I Ww= 21-1 A ` ' \ WOOD . . to .. fosv 111�1�1. z Moe. TV -, __ "'NE, (91,94141-sm WOOD FRAME CONSTRUCTION: - � " .. m -MI At,00% - _. 6; - � � — -� �7. � �_-_!2_7:1- _ — 11 kil , � MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC ��'; uk I , PAN _1, = '... MmI F� I.A.)". . -;:-: I INSTALLATION. ­­­ , V/,�x � i W�" - - . < � CA-0owto ­ DOW" OF - - � -'Lion OR"" ft M-OWP,t . I *. PE 50 WWI " i __"_s___ - - roo-iiRwIvil-TUREA'Am W=x !Lj,w� ". - I I � � � � � � At WA,74movvywt mum,A&I". , � �� f"Nimnim/s..ou". I , -.-.-.--,.I DENSITY or M55 OR EQUAL, CA-0001019 rAw A or ITT It fum 4`12`7 _j . r . I , " ISE - . WIM-_ ZT:__ I . L������_ I I I =.L-x T. 0- I SHEET NO. . I SH 1.3 N C S IE-08 INSIALLATION IN EQUREDN COIVCRE7E BLOCK OR WOOD STRUCT RU ES: VAUD EQR REGULAR. LIFE 5AF ac E-Z HANG STORM PANEL (1) SYSTEMS I a -1-- `'� 0 Q OR P4L9 CaNCR. C.` ,G 1. x 3` :ASS` 3105 N-itR: $483-T6KiA£EON7. AWM.- IIV"RES,} : g 2k �£RALiE ? 111 Mm ANC,EeaOi ife`A x 1 3/4 !- y S i.--?,. "`. t f 1/2 TAPoON.0 12" 0.C. 7 4 as MF i'OURED N 2".r Ii SXTNCREiE + -^! 3 'fi. k ' 3 1 # :YI i Pawil i 8k , .WGD,# 2 a { / BWCR DR 2'A4^ WfiOO €CAME: i -if. ,. ;; ... dXVCRETE. dt `?:' i?• O;C: �. 2 1/2 " ;,.;'< OG - ..., AAiCHtlR b tic^' '., ,.: BLARED 1 t} RE .__ _ .: OItl04' OItAMt � i1R{ 2 x4 ,. I , .. I -. ,7 P.1NEi. ,,.�- .. > �"'. AmUFl EO ' ;;,i`:_ I'llaJ 4 RiHP T 11 i:. r �. f ..t �:a t A . t A4' --^1- T; t' a` nn nytu'` 1 .y rT _.i r +w� � RWdMN TE ctn turd Ttmru brN Mn >x s rt' 6:G 1 2' A 2' x 7O 1 .: VARIES ' 3• - 1 B55" CONY, �rp �. C2• ! 3^`1 S Mm4 AO OR - W # a s - �yyF..�,.�s 3t0 �HTSA ,taw! 5 ;41EE"N a FtlUREa CONCRETE 1F ' y .. axWA:a..m.� ...E ,.... .. , I f � � E�'. i META ALlJA1, BF.DR Py,�E .+." 2y.%` •Agtla TRAMP 3705-NI A !YR'�� RVINWED - CONE. ALU16 ut`rdE // Maa. / f//^'� So To ATL4r 2 I ..„.. f., sa �- - Mm. CAMP l 4' F SDLT� a a' s .072' / t W/SAC%Mts CAS A PLA � CAS i� PLAN C SE C t`PLANI D N ) A CASE (ELAN) � N .� f .� ---a SCALE 1/4"=t" SCALE- 1/4`-.1• ',Yli!£ 1/4'si- SCALE 1/4'=1" - I - -T SflifD-.T OR f.N.K-iN' dt D,C4; pANELMAtS:'... Ii+e FKRMFSICDt7CREE AT. ,FESMIE 10 AND E.". E,. _ .,.#..__. .A ..'d �A � CONCRETE BtA['k''- "�TTOW 0.R ' PAt1ELMA7E PNM5 (�E R , O 4J 7:3X POURED CAAC EET1EE I OR ?"x4' gOOD AS A OF ASLF OPENING SCHEaUIE d S Ef7S e, . (MIN. PANEL IXIN wo Ea,GCN'Ci z� _ VAFNE5a T L ® TINES l6A%%1�D 45 APPi7.�t.E 14 a it) OVERLAP RIDS Ir4D0 FRWE K 6' Ah+. l 94 0� Want) , ,,, �, s.-.a�.. t�R.; . "v ­_ �v,- OPENING 5O107T) , B QRC CREIE4 r7bu E 1 NEOUmED `tL.,x3; ,,. M p f 3j4" MMx q M\ i 7RT,t:t S ! ,+�\ j + •' VARIES k/ (p m''+�,•.? 11 -". `) .y -( W T FUNS ROUT 1111 r0 { V Mar, 1 1 IMLL (NEWW OUT EIO PMW I X - aM DISTANCE r•��-i�� 11- .� f (Ire.} 1 I 7 t -� ~''1 ,r-}.'I, 11 }! tliY-.m &i..Np-R.rI, ,tyeN11�j1.1�7NArF41g/RrMJlAR. 4,Y, M.:.: .. J. aW6�l J�1sr IR .7 e" \�' R M, i146;l � SCALE 4/4'.1:'' .. '," 'r";.'" •, J VAUD FOR- LYRE MOUNT INSTALLATION TION ONLY & - �'(UF ti� ' I;ER#HELLO PANEL INSTALLlIiK7N AT WALLS Wf - NG, 44167 - SURFACE LEE VARIATIONS WITHIN 3/4- * ' T! FLORIDA BUILDING CODE Non High Velocity HUrriaane Pone � ���\\ F .4t Cana AUM M. 24 GAGE GALVANIZED STEEL STORM PANEL FA CASE ESN) CASE F Psi , s,3'`. STATE ONOP, pr:. SCALE I:/k'-I' SCALE I/A.-I- `^sue-,,,-, '140 i1}E°,: 'fN�r� �. 11 � °�"'DAIS 't' 1 / / IEC0L0r- GLOBAL PROTECTION FRODUCiS. IJ£> FNNITHD11jLj �P SW a 91Nf.T e F7IPRSU= 11*kr fI 333f1 aa_7 n I ems. pqj ® II oOi .aq. 20-175 w I .-.,a mmm.mw *'F"'aP PiraM1 (iu)11ae-754X, 13X: flaa)mI-dTlrt DMMNG eb:.. P.E G-OOabTTi act. mio 1PF Rs M 4PATFRATWr Ny P,Etsw x 'SNOn'e. o<14 F '.. (VALID ONLY FOR PANEL(DINSTALLATIONS AS PER ALTERNATNES aW THRU 4W, ON SHEETS 6 & 7) MAX. A.S.D_ DESIGN PRESSURE (P..J.) DN sHEtTs a 7 MAy,1 MUM AtRCHOR5:5PAC1Nii FAR ED, s .V"` stroWN 6 APPUCI+BiE i � & ANY OF THEM MAXIMUM PANEL LEv "ft.) TAPCON LTG 50" PANELFNTE FEMALE ID PANEUMTE PLUS WOOD BUSHING 3 3 IT IT_ 43" IOU _ I " .. 1 13` � 73' Ib`: I F _-7-1/_r L fBDTSpA} 8 5 2'- / 8 1 2� f ��t ' -��� 8 2 / $ t - %� W _ .-_. _ T 4. SOR - $' a' $^ s° - G ES LESS $^ $^ a f@orw _ 7� Y �I3' 13• 7 s' - 1^ (TOP) W OP 4°4Q, -46 DR LESS �_ � 73" I]"� 4W � 13'.. 14, H3" !1' 8 9f2} W (HOP} 11 I ` T33" 1 11' 3 " 8" tW (6OT1OW) 2' 1 $ 2 6 1 a 1 2' (TOP ) - I/a• t 12 2` 6 1a' r >5'-0' TD 4 1/2T 4-I $ 1f2' I d 1f2• - 3W f) li,-i•. t -- 4 a 4 f/ 2 - 3W mmoho /a" _ J2•"' w__ _ W mn , 3` - - 13- 3 3 f 4W f130TI6M) t SEE TAE,E #1 FOR MAX. A.S.D. DESIGN LOADS & MNL PANEL.LD&-FHS WHEN SPACER (9 IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 MAX, A.S.D. DESIGN PRATING E FOR ED. _ SHOWN ON SHEETS $.a 7 MttIMUM ANCHORS SPACING AS APPLIOABtf: - TU & ARY OF THEM MIM.R,ILM P 'FREE LENGTH (N.) TAPCON LAG SCREW PANELMAT£ FEMALE ID PANEIVATE PLUS WOOD BUSHING 73 IT 11` - ia 13' fW L 1s 1 � 13` 13 s W (CETRIRA ) St /2 12" 6 r 61 /� 61 ^ rz a12 / `��(T" - - _ a 1/4" 12 tj2 _ 6 1/4 2W (9DTG•) 5'1• 7 1 2' e' @' (? ) Less 7 1 ' /z -- d $• e - - 3Yt (9 OTNMj 3 -_ 7 " - 3 13' 13 T3• _ W () N45 - 46 T D +25, -73 13• 13' 13" _ A3" i3• 4W (EDTtaM) /1' TJ" S 1 11- f ` 0 HW' fTOP) 13" 13:` t3' ._._ IS 8 Ile / no fBGTtOM) a 1/2^ 8 I/2' 6 t/2' _ 6 1/2' 6 1/2' 21I (TOP) 8 # /4 1212' / 6 / 4` {gym,•) >S'-O" TO 4 1f2" s' 1 3- 1 7 IJ2* r R° 7 1/2` -"e` (Stir ) p_Ir I - 3 12" � #3" 1]^ 5 1 M" ll T ( -13' .,- 7 " 3 _ 73• 13, TO` 4W 11mi } i OR N ODDS PANEL MlIGTHS WHEN SPACER. IS • SEE TABLE � F MAX. A5.D. DESIGN L &MAX USED, COIRESPONDING, ONLY TO ALTERNATE 2W ON SHEET 6 3RJ A &SID. DES= LOAD MAX"PANEL LENOTH 40 PSF OR LESS 6'-8" > 40 PSF TO 50 PSF 6'-21 > 50 PSF TO 60 PSF 5"-1D" -.. A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL. MATE WAALE ID OR PANEL MATE PLUS ANCHORS & W/ 0 SP Rtir ,,4Z 1 /2' O.G, INSTALLATION DETAILS FOR LIFT: SAFETY E NELO INTQ POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4.0 TAnON ��„",„..., NG POURED T/a•F TAPCO,-„--- PFIURF.17 �. -' OA.- ANCIOR O 0 O.C- , NCREi[ OR ANCHOR O B" O.C. ERE CONCRETEBLOCK v . COMPETE BLOCK - REQUIRED: REMRf b. 0/ � r i -A2 J __. ( r,, TJ2• - 1/4 i/2. , -1/4� _.1 ° .. 1 ..! { 1 H EXISTING F CONCRETE CONCRETE REOUHREO, ./a1MTC­-. ANO2 1E2I SEE SHEETS 15a 18 FOR AIGN6kS TYPE 3 VACANT FOR A SGlU7GNi IMTO WOOD FRAME R ADOM WMMAM ANCHIN S%SeNb AND UNWILW ENCE O18TAMCE ARE 04WAIED ON THIS SCHEDULE FOR E.D. LESS THAN INDICATED ON WHISMAE "JOE MOM SPACNW By IAA.TBN,YNO SPACING SNOWN ON SC HEDUL- BY THE FOLLOWING £A' -`TOR& FOR THIS OPERATIONO 8E POSPOLE REDUGEO SPACAG WANED USNO WMR SRAL NOT SE - LESS THAN wa" SPACING WORIOM FOR EACH ;woHm TYPE WA THIo.°SS4R7X4- Aim i1PL 1f4'e_ IAFoOw 1/4't P'HA:AIYA W"" ovoo (W 3 3 %WfttnfAt? b} A 3 amTANit ew omsw seoAM] .. 3 a Y n 1iiiU $7A813SMDi$ om Nam i I/2 _T � -__ _ tLr __ a21� - 3 oRa 1.m _ _..... , -_ EX OR E_di CONCRETE ON BLOCS REQUiREM 1/A'i PANELMATE ANCHOR (BEYOND) LLD 19 MOUNTINGS SCALE 3fB+1" 1 /i`Y-kW u•e __ 1d isW R le :I -.. I : 1 '"' MX- -. N 6' PA70. LENGTH z D SEE raVATIDN _.i _ _..,.,_ ii ON SHEET 72) s ,-_.-- I - i I 6' I N -,gam I rF ,- , f __, i _ R-aB AN L MAXIMUM A&A DEMON ERESS I TJNG f jj AND MESPONDING MAXIMUM ANCHOR IMNO SCHEQU1.9 (VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS I THRU E~ ON SHEETS 4 & 5) MAX, AS.D, DESIONTO PRESSURE RATING A1AYDdAUtA ANCHORS SPACING FOR MIN EO. SCHEDULE MO` APPLICABLE :. ,! TaR MAi1MLIM LENGTH (H-). MAX. AS.M PRESSURE Np;ij AM 10MUM ANCHORS SPACING POOL :MIN E.D, PER SOHUXXE BELOW APPLICABLE TO SECTIO'd g MAXIMUM PANEL LENGTH f74) TAPCOHI S(XJO-ELT PFFdfA,E P PLiNR 2AMAC--FiIUUN �'K-tN TAPCOR Sow -SET fEMAt BA: - ANELMATE P PLUS 2AMAC-NNLR1 CAL% -IN 70 ..-. t4 m. m f m :. m ism E w iD .. HEM 4#3. =45 � LESS 73 1J T3 IJ 11 iJ IS is, IT T3 t3 15' (lOP) $' 6' oft - � +i ro _ +83, I!S 1] ,3 I 73 - 13 13 T3 83 f3 13 /2 (tm S R oR uss • .^_' t3 13 rr " ' 3 ., i3" 43 13' _ 5]" f3' :. IT 13' 13- 1.. (g4TTO T]•' 13` - i3' 73' 13` 13' IT I'3" IT it 11 ! 2 / !13 (BitFiOat)IT 1P 13`r]«13'.. 11.13' IT IT '.13` FT IT 2.C%OP) 73`'.. 13, IT IT IT IT 13, IT IS" 11` 11 t/2 2 CHOP) 1 ' 3 1 ' 3 f # 3' T3 13' i- ` 13" 3 t " 3 s • ] i 3'^ i 3 2 DtTTtOO ( ) i3- ]' 43• 7" 3 1 3 1^ 3 i 3" 1 3' 1" J i 3" tJ i t t 2- / Y SCOT 0 ( 0A0 J % 3 ]' 13" tJ" TJ' T3' f 11^ IJ" ]' 3 3 3 3 9 f3- 1 71 /2 (0) - -_ 7 1 ;! 1 T2 z B 1 4` J 8 1 4• / T t ` T2 T 2 fz d e l l a' 8 1 ' /+ 3 BOTTOM ) ( t2 7' •1 J2 "-e� 2 12`6 / 1 / 4' 6 7.4-721 / /2 21.2 / - a, t' J 61 4^ / 3 {60DTceu} @. I @. a' @. @' a• � ri" 6" s•ry 7 Tf2 '4 (Tail) ixt s 1/z' B` s^ 8 T/�• e' 7Y J2` a• e' 8- s• 4.. �) d- - f3; _ 13^ 6' _ f3" _ 13^,__-. a t3'" 13':°-. _°• d- id 13' @^ 1 ' 1' 9• IT_ "� _IT _ ,3 L6t3TTE1AD' 6 gT a` IJ' 13 _.,...,,.,.,v.._- 6 a3" _ 13` 8 Tf ] _ iJ" $ .µ 13' g f iv." 3 8 13' f3 6^ 13 "_11 - 1 2 ! 4 (tTOTroAG- (SOP} -. $ - 13' t3' t3" !3' 11` t 3 _ t3' 13' t3` t 3 _:__ T3' FI-" 3 -:_» .,,,.-....w t ^ 3 � T3.` 1]" 11` _"--„ 13` 3 -Y--3-- t '.- .. '.3' f T ' 1r 1 ' 3 -. • 13 13 " _-.. 3 a (TOT)OM ) 6 itaP) ` 3. 13 f 3 13" -3. : 13' t3• t'-i ]. 3 1 3"... rizs / (�T1OL0 i %3` 13^ IT t3' 73' t3' T` 3 iJ' 1:Y 73^ ...` 1 3' t 1 ti t2t26 / (TOP}' - 8 1/4' 4 tf 4' a 1/ 4' _ .-..., r_ _ -8 t /4 8 1 4* / 6 BO'; t.^) - _ 6 4 / fr J 6 7 / 8 /.. - � - _ - 6 1 f 8 / 6 807T.w f ) 13 • 5 • t3 1 10 /2 : 43' ,. 7' 1s: 71 FT .2 / -8 i 2 / 1 • 3 4 1 2' f iT ) I.. OP To 14•-e : I' 3..: 8' 11' . s' 3 % • 3 31: T. /2". I 1' 6I'.Y / 1) 12' / .. 6 1 2 f 13 5 t 2• / T (TOP}. _ . TO 9--6" 13" 7" T3' 13` 1J" :' D1/2 _. 73• e1/2 atl 1/2. 7 1/2' 13• 6' T (SQTTOi) #3"..i7 43" 1/Z' 8` as' i3' T3' 93' 11' _ T i iO" 6 i/2- t3` 13" IO` 6 4 /2` / t1' B 1:2`. / 6- d t 9• :.--,f 13^. 13' 8 %j2" S t 2" / i (@tiTT4M). 'i IOP i. /3 5 !3 T ! " 6 /2 43 " 7 '- I ' 1 7 7 1 2 �.... $ } , J2 % ' 3 .4 1 " f2 P CLOP ) 13 7 t3 • -,-.. iJ 13" B t 2 / ::.. $ t 2 13 J tO 1 2' / 7 1 /2 -.. 3' e i 2 / ? 1iO7OM (.. ) 4. . 3" _ 71 2- / 13" 11 •- .; iJ` tO" 73" -.- 1a tt ^ 8 i - 3 a 1/2.2 / 6D1TR34M: ( } .- 13' Y T3' 1J". 11` 8 1/2 13' 9 7/2 10 I/2 t:7 Tf2. _.'3' 6 T/2' '(TOP) ;�" 7 112" is' 13' t3^ tg' 1J' tfI` 71' _ 8" 13' -9 1/2' b {iQP}. -,2 1/2 12 t/2 6 I/4 a 1/4 12 Tf2 is 1f4 6 1/4 6 tf4 ,: (BOTTOM) 12 'IV1(2 1/2 6 1/a 5 if4 12 1/2 12 1/2- 6 T/4 a 1/4 3 (BOTTOM) 7" r - 8• 5 1/2, 7' 3 Tf2" $' 4' 4 T/3" J" & ,/2' 3` 4 (TOP} A 1J2`I 3" d" 5- Y e 4- 4 t/2-: 3 IIV 6 I/2'. 1` 4 (TOP) 8" - 8-� - B• - 8' -. 5 1/2^ . - 7 Tf2' ..• # (6OT1oM} " S* 8' W,- $' _d' 8' : - 3 t/2" - 7 !f3- - 4 «rrGM). P53" 7` E3" IT 73- a 1/2' 13` S I ` 40 !f2 :7 . iJ` 8- fTOP) 13 St /2" IJ' 13^ '' 13° tO"..: 73'_ #4- T1' 8` 13, 1 2"S. 6 / 3' Y % 3" 1 " 1 I• 3 B 1� J2 1''t t' B 2 3 / D 4 2 / 1 t 2- / 1.'` ] 8 7'8..- /2 ( M ). IJ` 61 /2" 43` t3' 4' 3 O" 1 :. tY TO° T1" d' 1 J` at 2^5. / (BOTtOFt) _ W_,t - 3' 13' 16 1/2 -. T3- ,. IT Y 7 1/2' S lf2` _ T3' 4 tf2' a (TOP} i_r_ 6" 13^ I3' IJ" $ 1/2^: IT 6 ifQ' S 1/2" 6 1/?` 11^ 5 1f2" 6 (TOP) - - $-1/4' E 1/4' 8 }/}. 6 1/4^ - _ _ _ @ 1/i' 6 1/#` 6 (BQTT.•'} -- % - H 1/4`-Q 1/4' 6 T/s"$ 144' - - -I- $ 1/4` 8 1/4• te (7itiTf!^} SO: SHM I I FOR AVOID" TYPE & SACING I" OiStALIATIONS INTO Wow "WX - M WMW A ,TA" SPAAAMS 04 MCNRIM MVE iRSTMU ARE HKATED ON THK S1;HODI1 CAR EG. Lm THAW WOMATED ON SCHEDULE RDUCE: ANCHOR SPACNO BY MW,TIPLy" SPACNG SHORN% ON SCNECAE BY TIIE FOD.00 NO FACTg FOR INS OPERATION 70 K POSSkYF, REDWED SPA&Z OBTAINED USN1a FACTOR SHALL Not OE LESS 1%A`1 MINIMUM SPACNO RA]# 00 FOR EACH ANC TYPE ON THIS SCIED AE 1/4'4 TJ4'A i/+`+H THAT Ij44 T/A'i- ANCHOR TVK tAPWN._, -W%Ai-bi2 -.. PaHFLJ1AfE-;- tea+ rA%>i!^t+ ARPBMULI ANCHOR SPACSdO.(S^-) 3 3 3 J a 1/4" A T/P tABAAtlN1t46F 3 3 I- Y '] 3 ,jr 3 aNMfNQ tE-oJ inOt 3 31fr 31J2` 3,/2 3 T/Y AM" IDBE DISRYm (Lw FACTOR i !f _._ - �_ LY 2 . 3 dO r �7- d6a "' __._,_.__..-.,. Ao IAA_ n SPACINGS ONLY VAuD WHEN 5 IS USED. Slg �t FOR MAX. A.S.D. DESIGN LADS '& MAX. PMR1 WHEN SPACER RINSED. - TAfBk. #I A _ AS.D. DES" LOAD WXMUM PANEL LENGTH 40 PSF OR LESS V-8" > 40 PSF TO 50 PSF 61-2• > 50 PSF TO'6D PSF V-10" A MAX;'PANEL LENGTHS ARE ON VALID FOR INSTALLATIONS W SOLID SET ANCHORS & W, SPACER AT 12 1/2` 04. _,-_.. ___._ __.......,_ -__.._-,.._----.--..ANCHORS (SEE SECRONS & ALSERNAT%VES ON SHEETS 13, ii. 15 &16)-- --- --...--- `--------- D,M.,�, 3 Ara. R--1A/13, R-2A/1,3, 12•-5A/14, R-18/1"J. R-21F/M R-30/K rMAX II. R-1AW15, R-°2AW/1S, R-3AW16. ft LBW/15. R-2R1//16, R-38W/14.. I' MIN .._._..___ ' .,_..,__,__....._.___.. I .... _____-...,..-_ __.,.....,,,_.....__._�_,_____ f, v Dr t4�o __`-.-.�-_..- i,___-­-___- 0 0 c 0 m_. : I i p Ff li :I 't 1 i f jj ��2 1 E I I I I I I 1 T/ r-20.x1• S-S- saTS fir10 � j ` ( (USE FOR PANEL LENGTHT. I ji WX.. �'`'±� G7H s QVE?Y 7'-6 P ANEL HET 1 iI,i 1�,,,j Pa t IT I ,1 s PANEL REGULAR M DANE4. ! L 1 4, ; � 6'-6" IAr 4a. -s4:t) f, cutFa �PORARa RE P4 W £HERIAP MID LElltiN. / PANEL. SOLI) I y - ? 1 Y-9' O -FSD.a -54.0 D.C.{ - LIFE SAFETY STORM STORM PANEL _ OVERLAP MID PANEL LF11GT11 BOLT) , -- - l.., - - - (W/D n - ._ .,.-_ r__ fi R ` i , A . A - i RiE 8' t '.i .. , 2" MRt. PANEL lEEYGTIH p ��y i _ ,.... 2O2 ., ,A :_. _ _ __ _. _. . _.._ ., ,,....,. ALL i 22 .I : ! - - , ,. : I :.R' S,S. BOLTS.. ,:. t , ,.,> _., W ': , :... ,i f T A i }[_� I i L e` - I.� - H U2 - --6iII���,� ,II - I1, f �t x s 1 � ti ,T ,.. ; t ': : 1 :I . T y9 + :. Y I� _ 2 Nt7FCIfE5. A. SND jj i .L TIDN SAFE15" �'-1. - PANEL BOTTOM CORNERS � - O '' tl K= �; D.M., 3 . -----QVEauP- ?.- II OT OANi. HUT AT f e. N'.tT AT SWI,A4M6TL*6,6t _.._WtHG 3" M4 LEFT PAANEL_,.` RIGHT PANEL J or 11 INSTALLATIONS ONLY VAUD FOR IMO 1^ MIN: R-lA%1S, R 2A/13. ft-U/14. R-18/13 R 2$/13. R-m/1,1, i "A SPEED UP TO 170 m,P.h, ii-TAW/1S, R-2AW/t5, R-J.AW/16. R-1AW/i5, R-20W/15. R-38W/78 --ANCHORS (SEE SECTIONS A, ALTERNATIVES .ON SHEETS 13, 14, 15 &I$)._ -_-._-._ -,- ---_ , ­­- -._1/4,•w MFX. GAP -':, WEE SAFETY 5T.ORM PA E�) ELEM19N (# SGAIX J,/0.1' ; 26d7 _ ... 's cu STORM PAaEi. (tA:Pd. UEB 7 WFx7LE VAlki1°; y4NRNwF r STORM P -. ,..• I �- LIFE SFfETY' PA1EL F , # 5 FLORIOA LT(IILDDNG CODE Nan High Velcef Hurricane Zone L �. ,it fi Q•.>, -. om2a ratoa, cR. _ TO. T : FG tOAiDR �4R ,,' 24 GAGE GALVANIZED STEEL STORM PAWLLORLON W. •......9 `�'- 4NG. GLOBAL PROTECTION PRODUCTS. LLD.' a7/t�T/xeta - - TV ff�� {{['1 SE9111•" A -A & - e ODMP O 46m S.if. e1 Smw SCALE t e-il .p L+% Mw a SIMe 4aa,Ia n a1,«: ti n: aai,t ao-i75. . / C v.*w,-Hga,w;(3MNn,_, PHOf-':(S5L46PN--Z Mi (wu)I68-erea 4 MIA-W, TINT.. e,mrmx Ma a%N w. Fmsaae OPAMiFa Nm P,E 4ALiDt A 40.11E N„ P.E ,T-rq , 117 SNOT ,2 w DI INSTA DON QUAR S FOR UFE SAEM PANEL INTO WQ STRUCTURES - --i i i ", ti _ 1 - ,fi 1 _ I, .1 g HEADERy { ' 6. �, 4. ,, y. _no,Q tHF.:AOER HEN?ER . MOOD ^~h, 1 vt ~ , WOOD M F,' xi ,,...' , UIREQ `i ,,� ;-„_..,. .-. ,Wf4"6kpFa +'::: _ TEOUi DER ' 1 II: - 1. 4'4 TAPCON% ',,/i'0 TAPQQN i 4'0 'AFtXON t 40 7AF'CON { I Ii '. CHOR b 9- D.C, �s�.. .. =: ANCHOR b 8' O:Q "' i , ... 9' O.C. �.^ 1 T i O 9" O.C: I 1 I;i 1lz ill 2� 2 I 2 L i ) 1 I .. , : I .., ,.: ,. n a .:. , .. - . '.' e., ^ a It ! li,/11 S . : i f 2•' 3 'I, i. % r 2 1, ., J ,'. , ,. 2 ,_ i , .:: .; ! y`, 1 III ' _11 Wa t ;il _ 1 "Tit ,-A.: i �. ; x M6,. z My4 S i`I j NI ro ----1 I Ll6i1 F` i _ q Iw '' a i j I L R 6 I "..;,= B 4 {{ I t6a•F»'tm € i/*'`'wzu»t•. D 1 , . _ 7( IOGSn R L_..,.. +'++ YY i NR '::Y,, a"';-: ii. -j 1t F71D5f'I'y'.G.0 . t 'S�s flw^.n�'r -. t..°rt."`"T E' r .Itl.w GLASS .. _ _ e- _ '` i a nA7lM� ',. i ¢ _ .. !k O� rt ':,-_ , .,:" - , g F i_ IXrST' x'- ..,.__ - £k- F-_'. (%eF FYR PXk1. F ...._A V CI(AS _ _ Wi MOON T.Hr) B -� E ,L. MAX B ' L. 1>1tR r-6`t 8 '__ j ...._ --I i• MAX. a 11 - __-... -' 4,.,. ._..;./L.-_. - _ _- _._ $^ PANEL LENGTH ii .i...,. __.._--_. ^ Max. s'---"'-:.441-_._a L._/' s, PANEL LENGTH X 1 - a % Max. R (SEE ELEVARDN N N ? L Y- i i (SEE ELWATTO4 - 1 1 11 ..A # PAA9EL. LENGTH B 11 tf.: PANEL LENGTH ON SHEET T2. SHEET Y ON 9. 1 - amfioNit .. _ ..,_., ,. _, -,..c _-_. SEE ELEVATION % a,---,- ..._ ... b- ._ t ONESHEET 12). It I 6 r I i S-.� : ON SNO3 12) j 1If IT 11 I a.�.,._ ...: ,_., i_ :. B a MILL D �;.✓ ! �. r«. .,.___._.._. ,L.__. ±. s-.._-.�. ,.....,_ a--'TEPAW714#r- i�.Ed LJ2 R-Sf i i§,-4=.!l fl - ..t R� -� - a 1" Min. t "j['..* ifll _.__- 'v i F O GLASS 1 # $ ,_, i 8 i I a TO 1 A. . . T„_ s' Ij2 ® -; i 1 a' L____j , I I__ _ , GG Dc C_ .. _. 11 L , : r .,� 1 ...,. i ,. "'jz Nkx�fIj3DL att E}0 _.,.._,_ l!AIa8 _ ' _ - i ,. % - .+, 1 i s t/aa" 0 -_ 1�1f2-� '�S��t 4•ys ,. .... ,. 1 I� 1 IAxtea yta' Gc 2 ' i I R1ATE - I�e ItXis ;: `- {I '` II: REW712£q ; t !lf i °, ,,DI 11 a,IIt�ik.C, 1 T. f. 4*e T N /4 a APCON Ai'CON L 4" r 0 APCON. 2 x4 - b 9' O:C:. ANCHOR O R` 0. ,D.C.,1 STAGGERED R c ATM HrRr a 9 Q Pure f _ i/4 P TAPc iN I 1 t- , '. STAQ(REQ W/'STUO"''Y. 1: f. e,v S1,AOCERET3 it/'§TSq ,-; . ,.. t. REQUIRED ;'i , 1.,.1 ANCNILHR O 9' O:C: I 6 A4 woa4 I WOOD 11 . I_.�. ,E _..fie. .: PkliTE 3 S,-. {I - F 1 �.__. �-_ Ali ..: ,. ; z � ' 1. 1 _ :_.. -. __ F -, aeQLAREG - REaull€a I agrff ALTERNATIVE R-x1SW '+�L �„�,;,,��t( OD IUEE IA.rry PA. L I - l�`� ESL �F�,TY ANN IL WALL MOUNIM $1EMNrp WALL MOUNT HN SCALE 3J8'.t' �. TI(�J SCALE 3/8=t' , ,' DENS ' FLORIDA BUILDING CODE Mon Minh Vrlocily Hurrftons Zone)I 1. INSTALLA'TDDiN ARE ONLY VALID FOR A.:S,M DESIGN s :1 441fi7 z 'z c2gta uPESA W. 24 GAGE GALVANIZED STEEL STORM PANEL i P.P. PRESSURE RATINGS Ws,f) AND PANEL LENGTHS AS = * * •^'--`• GLOBAL PROTECTI(9W' PRODUCTS, LLC. 1rO p A�. PER ELEVATION ON SHEET 1Z sea., STATED .-- I!�OIfEG: 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD DtMMIttWO MEMBERS TO -8E SOUTHERN PINE Na 2, W/ SPECYFIC - .is, 0 ;F:DRIO , �.d 2�� s..: W&. m 1 : a,mem, n ash,« Kn *r;. At3ui+� 20-11 - 01-1m. F+mwE (�4MINON9. FAX: 5 y -„ ; Tw r.: t s m- a, (m4)68"Tzi I DENSITY OF G-55 OR EQUAL - y`j=•••( a-Dow71M 4e4s morn. +ww ,mme. 1aa ouwAw JI DN4u tIAT re wF ER A TIu r a . Rz na m 1q a s m u ae MAXIMUM A.S.D. QUIGN PRESSURE RATING (m.s.f.)jM CORRESPONDING MAXIMUM ANCHOR SPACING (VALID ONLY FOR PANEL INSTALLATIONS AS PER SECTIONS 1 THRU S. ON SHEETS 4 & 5) MAX. AST; DESIGN PRESSURE RATINGt (PLAN.) MAXIMUM ANCHORS SPACING FOR MIN E I. FER SCHEDULE BELOW APPOraaE To =nM & FATY CGFiBTHEM OF THEM MAXIMU4I PANEL LENGT-N (I4.) MAX, AID. DESIGN PRESSURE. 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' 3 $' a T. 3 73 i i/2" 1 O -- ' 10 4 (TOP} BO7TN! f 3 S- CLOP ) Ea#tDN ( ) 7` 6 3' a" J S 1/2- 7' $ 3 SHY e' a 4• } T/2` / 2 3 8 5f2" .. 2 Tf2' _" 4 (TOH'A} mm., (BOTFtiFt ) 1- 3` / 2 t 3 3 t D 7 3 9' 74 T /� !3 8 S.. #3` Y 11` t3^ - IS^ 9 112' 1 3 9 T 2'. / 10 I/2. 7 1 2' / 13" @" S ISOTTOM) 1' t1" 13' 13' T3' i HS' �1�`�E 3 t3 3' } t 2' iJ• id' fT'�) t' 3 ( 5' t^ 1 t i D JR t3• a i f2' 1 -. }3" -, a I' i2 - 7 1 2' % •.-� i S /2 f J _ _____ 4 i /2 8 m ,' {T. - -,. - 8 1/i' b tfi« 61-4" - 8 1/4' - 1 _ -- ��-.� 8 /fa' 6 Sdi`. 5 (80Ti"') _. _ 8 ij4' 8 1J4' a T14'j8 #/4' 6 1/+' 6 1/4`. -_ - 8 i/4' 8 1/4' 6 (60tt;'") t1 a 7 IJ2.. 13 " T3 ". t3' 4O " c: -. -. T3 TO it' ".... } B IJ B k/2 ',OP 1 fT } TO B. Q, -- 1..-.. 3 3 13 , IO 1.., /2 13' $ ?:-2'. L 8 i.. -: f2`. 7t /2 S i J2 '+' 1., A 12` / , (X') {T >a,-8, TO r-8' _ __ - ] 1] 7 2 t/ 1! 3 13 T T6 t 2 / 10 t 2 11 / :.„. 1 % 2 i / 8 1 3 "�.. - i t -OXtTTQM ( ) N3 .,.11'- i3 / "' 6, I3. - I " 32 73 - 6 1 %3 13• : a 6 i ' J2 13 __ 4 1^ I a - : a t:2` J D 7 1 /.. /2 f2 T S 1 ' ,%� 1 jr4 f /.. 1 2" BaT7DM} N :.. 2 (i .. -. - t.T -,...,„_. 7 7/2: 13. w:.. a3 73. w. 10" 7 " 3 !Q "... i 8^ rJ 1 8 /2 2 (TOP) iJ 7 7/2 T]' t3 T3- 9tl 5/2 13 O IJ2 _1 71 1/2P t3 Y 2.(,ilI770M} tJ 7 iJ' , 73 t3 9 t%2 t1 B Tf2 1O ir2 7 i/2`. -13 IB J2 2 (a6TtpN) 13' 7 t/8. 7F 13' 1J` 1D 1/II t3' t4 1/2'11 7/2,R 8' IT Y 3 (TO+} IT T iJ• 13. i3` a Tf2' 13� 8 Tf2'. i6 t/2" 7 Tf2". 11`-^i1„ 6- 3 (TCC) - ,'...-- 2 fj3' 2 Tf2' 8 1/+' 8 ifa' 2-t/2_" 8 1/4' T�-- 6 1/4'!6 1/4" 3 NBOTit`TN) - - --. g if2.12 i/2' 6 1/4' 6 1/a' 2 If $ Ile - - 1 i/4' 6 I e �3' 3 (6GTRTN) 7' 73 1 3' 8 f2 it I3 :-1J 5 S/2" r 13' �: 3 If2' B. 8' 2 4` $ 4 11;r 10- ,7,' / 6 I/2' i3 .2 1 2' a 4 fT#') fi }f 7 1/2' 3 1J2x. e` - 6` 7 1;:2" 4• S• -4 1/2' S" 3 1/2". 7• 4 (T�) t MI 1/2f3"�-- 13 1D Tf2 T3 10 lf2 ,a Tf2: a I3 7* s (TOP) F,i_-�, T / 2" T 3 11 40 1 2 /'- 9 7 3. 10 2 R f. 1, 1 - r 2 $ 1 3 7 5 : BiY M f } I: 3 Y 73 3 1 3 9 /2 1 3 ..13` 9 2 / 6, I 2 7f 2`. T3 6 (BOTTOM) 7 tf?'': 13`_ t3• 70 i/2 13` {40 7f2`'t i/2 a' 7J" 7' 1's fiFW) 13` 5' T3 i]^ i $ J2 8 t/2':7 1/Y" 5 t/2` i3 , 4.1 /2 Ny�nt` t"^.I - - 6 1/4' 6 7 4' H t/4.-. 6 1J4' - - - - 8 f/4' Tile 6 fBCITi.-') - ) - $ ,/4'. B if4' b t/4' a tf4' - r", - - B 714• $1f4' $ (BPTT,w} SHE SmotT I I FOR ANCKM TYPE & SAAcw0 FOR OWAIIAT%ONS Mo MOOD "MME i MW,uw MICOR SPONM AND MINNIM:WE OWAhM ARE NO ATUD OR LIB$ MOMAE I'M Lb SP 6Y WAITILW4 SHONA ON u T,MN INCCATED lA' SI:WDVIE RL-LNIA;f ANaHDR AGNa SF'ACITa S1:HMAX BY THE FO. L'DWHO rACft06.5. FOR INS OPFA1110N TO W POSWLE RMUCED WAadt NACHO USING £ACTDR SHALL NOT BE LEIS THAN ~M SPACWt 0040M TOR E401 AMIGA TYPE ON THIS SCHEmkA _ 1/4 t 1/4'4 t/4 Y I/4 a P iJ� ANCHOR 7 UPON' -:. SOw So 'y - ..-<�/ Z4"-WA* _ -a _ OKN:-0 WNNUM ANCHOR (im) a 3 $ 3 11/Y 2 %/2 w4mm OM IIIM I 3 J ./,T' S 3 3 1/r 3 DWANCE".) 00ma C k- 3 a,/2' 3 t!2' 3.1l2 J 1/2' 4 AmuAL WK Dom ) FAGm 7 1/2' - - D� __ _ _.. cat ^' aeA t Daa oaa a.m i.w - I -. _ aa3 i.w - SPACINGS ONLY VALID WHEN SPAM iS USED. SEE LENGTHS WHEN SPACER IS USED. W....., A.S,D. DESIGIN LOAD MNO wm PAWL LENM 40 PSF OR LESS _ B'-8`. > 40 PSF TO SD PSF 6'-2• > 50 PSF TO 60 PSF ' 5'-10"' A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ SOLID SET ANC14ORS & W SPACER AT 12 1/2' O-C INSTALLATION P 1 '. U C 1/4-0 TAPCON„..,_ _ EkiSnNC POURED ANCHOR b 9" D.C.� OORCRETE OR ry. CONCRETE BLOCK 'X.. REWIRED. 1­1­ � 1/4"0 TAPCOJ, - EXISTING POURED ANCHOR O 9 OC I .___dONCREtE OR t CONCRETE BLOCK f REOTKRED. Z 1/4'O TAPCON_ _-01511NG POURED ANCHOR b 9' OC CONCRETE OR / - CONCRETEBLOCK ti RE011tRE0.j`�'f „ 1 MPS. 1 "t" t 1 : PANEL LENGTH _ ` -:.... a _t_ - -T (SEE ELEVATOR I' W n, I ON SHEET 12) --SEPANATIO%- I TO GLASS, i I 1 g F 's t LJ2 i r i i' f 1 I E� I l i s' 1 F" i E O. ✓ 1 { ffe I ` I i ere 10 . I h �;r 1 as 1= 1. 1 3/4- s .__..l-J ,,, .t i. _ "ANCHOR O 9" D.C. EXISTING POURED CONORI E OR CONCRETE BLOCK REWIRED, (0 MLS WALL ,}�QUNTINGS SCAN£ 4 ED. V MAX. ' PANEL LENGTH (SEE ETEVATION I ON SHEET 12) It iW at;, / 1I/4'a TAPCON� ARLTROR O 9" O.C. EXISTING POURED CONCRETE OR - CDNCREIE BLOCK REGUIREM I 'E 'SEA I RT SEE 8?3EETd i8 & 14 FOR ANcHN" AIXHm TOPE Mi1 f4 N . TYPE k BFA,ONNG FOR NfiTALAATKSNS w#tti UPCON IrltiRRL .MtNpp lPAWq (F j a OD WOFRW SURGING$.. 00NORUM. ANCHOR SPAWZ A" MORON sI. 'I.aiwala DAJ ASIA 0.) D 8M� ) 3 EDGE Gtai,NCE ARE MO,GATW ON THIS SCHEDULE.. FaW RE LESS TNAR a4XCQEp ON SCIIOiXKE REDUCE 90" SPACING 3 BY MfYTIPLYRI. SPACING !BROWN ON SCiiEDULE SY THE FOLLOWING FACIT"m ACRAL UAE � fFrAOR I IJ2 n._ 2 1/2 ... __ . _.­1­__­_____ p3S __ OBE _.__ '_ FOR THIS OPERATION TO BE POSSIBLE REDi10EG SPAINO 001AIRM USING FAVOR 3HtAAL NOT 17E t.E9fl THAN MAINUM SPAD" INDICATED FiRr. FRCP ANCRKR TYPE ON THIS SCNE6ULf Y - -. .--_,__ : __P ._...._ -----I- ado - . ___._.. a 1/2• 1/4'e TAPCON _ _ -POSTING POURED ANCHOR O B 0 C t`,ONCRETE OR 0 � r REWIRED, BLOCK �CONCRETE , EOi ,. ! I s I I f B G I 14'w-aar I CLASS T-- -�. N.SS w CC VSS I At rA. t1 ;GLASS 11 Eta 04 r e7 DIIt t t I n •L• MAX, D R P I PANEL LENGTH - _ � SEE T{ON _ EtEVA -_..I (SEE SHEET r2t jY in Y M i -3fPARATIDN I nO R a GLASS 6 i T D fIt 3 J 5 2 ,, F , 6, i ! pig E.O, R 1 r II'll, IILL 1 1- _ I 4'I $@j 4' t : """T. 1ST( N6. Y,;.r, WISE 1 A 12 , a0 ._.i/4'4 T_N (. E.M4 )` CIA. PARATION O GLASS.j�._._ _.. _ �. D� X, _ _ a i- 1 29A " ---iJ.S emxG R .. C T °1 ,,.' R i 11 T._ L- MAX.. B. ANE LENGTH I { SEE ELEVATION ­-.1- 1 ON SHEET 12) _ �i._ 1 - tt i S F (D' ,i r D r / t r, 1 i 6 ':,, 11-1�1 i fr i i rr; 1 F__ __1 3Ja i­&, Ns. BC m W ARCFCR b 9' 0.C. ANCHOR b B^ O.C. POURED CONCRETE OR -: EXISTING POURED CONCRETE OR _ OREFE BLOCK REOUIREM 0 uffi .._CONCRETE BLOCK REQUIRED: AL2 EL WALL MOUNTINGS IHitt"", SCALE 3/8-1` .S� FOR LIFE SAFETY INTO WOOD STRUCTURES ,; , ., , p O HERDER` tMOtl6 HE ' - I'i E4t8SRk.O 11 -, T ,1 " - i7EQUIRED ft i': - i 4.0 TAPCGN _-- 1 4"P TAPf,ON ) 1 I O 9' O,C. IKiit O 9' MC. it {(I ,. I ,I; 11 1 ^ i i t f IF MAX _..__v.....a. Eli __ _- .__ Y I N - � 2 I fqI 1 _- .._.,I Ma,11 ' 1 LR N`, I 1 -- 4 F � 7 L3 � L ,} ,1 P j � s; (D 15$ I n 1 11 T D i tf4^i-tmt• , F%151S 0 r aw-2tg1' � .,. .. : S 'z_ I- Al BI,) 91 IN)"'; W GLASS a - S. eaLR t _ A FA ElfijFlFR; H� .... + t b EE 1. __ -- '_- '_'-7 j ,I � ! ItNCN N51P r-4't `h'� NI i I F' . 11 11 ­­­L­­_ . - _.., IV M". 5 I II I I PANEL LENGTH fi.--.-_--..__'-._.,- ':.. ___.- _ l 8� II i i SEE ELEVATOR a D SEE RiENNGTH%. ='_- -ATION 5 ON .MEET 2 T 7 .. ___ - - - 4ot SHEET 92) T I.r. 0 1 It % ...__ ^I l,�"-'SEPARATON �/�^.,} I i FIT, f T : . TO GLASS, Y 11 f �:J I4--SEPARATION-_-. 1 H `; N 0 GLASS, ` I ; f �,��, L/2 9.:.:..I I i t # ' -- N I - .-,i ✓ ' 7 e rl Tlt ac 1 �f -_ , Ail J+ ID a 3: !7 an ', _ .- i� I I 1 EO. i i - _. _ t EO "- % I tt: PLAT' WOOD 2`A4 - PLATE PLATE W •, r R6 RE LXRED 4 REQUIRED O T 4•. P MA 0 AREA. TE F'LL1B 1 4^m. P . µ,' _AhtCiIOR b T2 Tf2' MC. '3 I... :-ltP1CNOR O 12 T/2' DC. 11 R-3AW lliA"GEI3hIlSTIYk: : REGULAR PANE.IS U t I1fINHFgry �. lI WALL4UNTINGS ALA .L .,... a>�SCALE 31"'.' ��GEN C � s ; D.44167 % FLORIDA BUILDING CODE (Non High Velocity HOrricone Zone A. * 02m 1c u. Ate, 24 OAGE GALVANIZED STEEL STORM PANEL FA F � f INSTALLATION ARE ONLY VALID FOR MA#L..A.S.D. 1 STATED ",� - F-'- DESIGN PRESSURE RATINGS (p.6.I) AND PANEL ', _� F " " ,...- ?/ � LIRo, SAL PRoiEifiti#I PRODUCTS, TLC. pT/"D LENGTHS AS PER ELEVATION ON SHEET 12. r, .- <<- 4Im s.W sT BIw!£i 2. FOR NEW WOOD FRAME CONSTRUCTIft WOOD STQNAL 4'N a TRIn s Na Doiro H i' #a. lM M, i. R61 = ".w 0. b_ ON AL n_ 3331E SOUTHERN ttgH AH' / - 20-175 MEMBERS TO 3E PINE No 2. VA/ SPECIFIC 1014" AAa.: PeQ An"%.11 13mt n%-iu, 1,,NiL. (W.j4v-rseO,'AA (miA)ee ,I", DENSITY OF 0.55 OR EQUAL - ••'"wl•°`" ux« mmrm, xmc „aw AWwrr, aa. am: " CA-06�7't4 WE S WE SBA:/BIdNRRAK'f LtAIE WRITER A MINA #.� P,E mA ,R.tq a StRaT #e OF iR ` :4 -a..-P N N cn 2 (0 N -'I-' U L_ 0- C 0 "0 O N C0 -0 0- .0) U N � N 0 L Q -2C C .L 0 0 L.L Cu '^ VJ C L ` L t CL La f -0.� �/'� VJ E z FA w J m C',! x1< F1 , is dCY (III CZ L; -t m A._ -C tia cm mow. = 0 a) `= V ) 1m O CL CL U O L_ 0- U) Cu ■ n Lu 15 z z Q J CL SHEET NO. SH 1.4 Af LAST PMFL0 TSkBE I9TTAL.E'0 AT 1wAEA CP€Ft`i 04C SNAL, ,iALdAYS Or PROVIDED Wj WAR HANDLE 19 FACILITATE U{STAL441IDN IF- INTErtGEO 10 BE INS!ALLM FROM INSIDE OF SPtUCTURE, {@) '' S €-Z HAND STORM PANEL S't5u7E.M: i'iS iCilNie" [)E RANE.. a- C,tiAI. *TEAM, TOP & BUMM- (2)7 040 PANELS StiAit. Ais d W #.'ONNECITZ To $07OM TRA`k OTHERWISE A 55W 9Ait� t#hiL 6E PROVIDED AT TOP OT SUICA. PANELS, (3). IF ENO PANF15. ARE 0UME D TO 6OMW TRACK„ COWC701 SRALL CON T CI` T/4`4-'20C 33/4" 145, W/ �f$"Bx«t'S ' WNC OUT OR l j4`0 r3/i #din. TRUMRSUREW 94TO TAPPED 80VOIA �'K. LCiCAiYtitb # '• F' TF,t,''ERC AIA.Y BE. A' £?ul" OF TN9 EIii A PLAT ' c7F � FAN--. (4;, IN GAE:E THAT END MAFFELS ARE NOT CCYa:-4EGTE0 TO BOTTOM TRACK O,s. A stop aw is ONLY IISED AT TOP) A7 Lvs- Iwo A+NEIS $GALL Ea, CONNECTED TOO 60TT 611ACt U51kg SPECS INDICATED OR NOTE C3`r AB^' INPAaCN CASE„ CONNECT" OF PANEL,,TOkp,Ti'iTtEd 1RALK RUtY CH:C=1R AT ANY fSA,CdEY„ a0'.ATfOTr, t INSTALLATIONS Opfi,Y VAQD FOIT WGo4 SPEED Ur TO 170 m TYPICAL ELEYABON :8 URO t °`: "Ar illl�� t �t 9 R 1 NC INFE I #tN RiNCI kri ii an12 All American Shutters stld (;loss - ,.4 a Gtdv Bd St6a18tcNm Panels IE1x1C3tl+tli* t�tNi3 !� ��a� O'FtICiGBUCT E:VAL.1.lAT Off REPORT t pt No33%incva$srinallowablestresshasbmnusedinthe'desipnotzhisproducf» Separation fTarzr glazing is not rOgautad fiartnstaGetiBr+s:tyiaslda of wind xBna 4 and essential factllti September 15, 2020 Impact ftSTSf#1CB: licabon Number -R2 project 2"1$43 Large has basede tirasevidenced to, Prev° nsrY Gsad esPart` .}, and is en scene III engineering dfis€ natiepr,adm: Product Manufacturer All noricanShuttersandGlass Man faafllT7ACdread; t�4t�Cnna Road V 7dd Logµ R isto nce West palm Beach, FL 33AW8 This product has been B8 �mdto resIstwind 1aa S as irdooted In the span sciadul(e) an :tt@ respective Produ.ct Evaluation Document {e, angeroomIg drawing), - Product Name S Description: N Tn 24ga Ga anizad Stae+ SkO Panels Large Assfie, impact Rosistant 1:► fat lath S 1 'p n This u tshaG be Installed toWict dom henas With Product Evaluation Document tD, i r argl nBaring drawing). atong'wNh aG components naked therein, c scope, of E•c+atuaetorf, .� - Ptz7iluOi Oomprsnonis snaG tro otthe metertal spBOiGedtn that prrNinBt s rospa,cGrtd Product Ev:allLanon P du Eat 'on rt is ba' B aOca nce a e a msnts a a to ` a Th[s m � v uaU itapo Ing issu d rn 7d$ wGh ktr aq Ira f th � nd . Chacoment Va, meeting dra! n0}. l)epartma of 6usinBss and PrBtasslOrtarRagtiladan {Fkrdda Bulldfrlg Cunrmisslan7 Rule Chapter' G203,006 F' .C, far tewideaOaa a a r etlrOd b uct above as n Bi 'A eta nO M t , T a rNatad h 5aa fn d) prPxl Fava tI llatiOrlS Geri ns of Use: � t'fi#i4 t o O ass a s 8. stir a �itlkrta tau C tas ad ndF F rusted rntn$Iix d herein io chew co G nc w ttf Gdin ade U g SevBmh'Editiorr (2020j and w frsr fie purpoea ititandail at tBesi oquivafBPn to #t+at tagBdrat! by the Cortc, Use afAPS productshag be G1 strict the rasPeufiYa Product Evaluation Lnciman#(Le Re a JalnatiOn vft€ris produutsh$ii tea raqulted hrIGlWiit +, I rtlnank F41ritla Rul ing COMB T uAGfiNatloas or areilroodng drawing) as noted herein, revisions, AltsupparGrrg host structures shalt ba de§ignad to keels# atl snpBt[mpasad toads and shall be of a material diced in INS product's eespectIve anchor schedule, Host structure conditions which ace not accounted ter Substantiating t� i8#i± in thh, products respective anchor schedule shot! be designed far on a sika-specific bass by a mosiered profeselanar engineer. sPRQUtCEVffAtiNpOC3GET8 Ail components wt' ha.m Permanently Installed that[ be Proiactad a airst corrosion, co omfnation..and. E)drawing d2d31343 t!tlad'24 GaNartzed Steel StetTPanels AFLF28Non-titZ), shoots 1-S Other such damage aG {s. Prepared t�Englna&ting Express. slgnBd & aeatatt tvj rrarfK 8ennardB, P,E, is un lntagral pert aT tiii3 d i or O o a r' na s This producthas been Ba Quad f tree within and dksld the High YAltacih' Hir nce Xtin (IiVH2}: Ev, a . atu a4rfn R port - ST` RT - Respeaffilly. tteNOrn satic Structural performance has beentested f n aOBordance With TAB 202 ast atandaPis �r test t ri ASG-AS srT Ino, tape (s) by �dackvYat ^ Large mcnatot ct resistance and cyclic leading ibrTariance has been tested in accordance with TAS 201 and TA8 2it5 tact slandetds pnrteBk tepBtt(m) #BT ASG 17 0ttt ht Blaalt Hater 3esting trio. ;.' b: * SiRUtRAL EAiGtE'fitNd GALCttLATtt?NS .. + "�:'Az atruc'tuurai angImNaring calculations have been propansd which avaiuslothe product based oft ,p comparative andlor ratiBn$t an to q uts the €ottawing design cdkeria atysts 4 iitY Q �'"-�'' - �,.. 1, Manmirm'ATlow$bleSpans 2, Mlnfhrusn Allsrvaa6lOSpat FIE 3- Minimum Glass generation FINIGINECFt'dn10E'CRIiaGEX 4, Anchor Spacing #P (l(t4j5i49,ICart. Audi.'989 100 aW IZ` All(E3ii Sn 7E 196 C.ERRF La BEACH,FLORIDA 33442 I6tSW S;" AdfiNnF SUITE f06+DEER FTE 9 BEACH, Fla-aBA 33442 .... 954) 354-0660 1 (466) 399.999 (a541 354-0660 1 (860) 396-9999 TEAENBtNF€Brio CxPaEsa,eoM TERt4.ENattdfe Rlr74E%'ARE55.�aM E}iGIN1:8RPNAe E.xPaESS. Ca#,' ENGtNfEftING�#pRE55,tr}M: s: iFFry paw"", r' IT J[ L P r MHVA T:i�Y ' E � r' Ilk`fw.Yjle.P4tiT NENJdI hFi.nn Hkf'4 Pf51kH'I M N MIhH.11elN J t;ula w d Gr P� H � 10 8 __._x I 1 0 F0.WtrENNA�O}t 20-31S43 P�fl'ff065ERiP1SGNe, _ INSTALLATION DETAILS FO ..2= E-Z HANG STORM EANEL -T ti $ - T' '° A: ,eo " �a.�. 9dR1E#FIO ?ff1APii 'Y006 IT€Y ACHOR T3be .FF a zT R Ona or 4 [ t<,b1{fea,i` t I'il_P .... .�. _..,... ,� ,A7% EAx4kialAFis 11:. "Y}PN+R1- 1rfa E7R57i {e vt l 3 iQ 4xYA"59, i z .3J 44 e t .. ' S'to i'L'ih9 F AWM°P 'mG' Ta 91ASS, AI,LwNMa iRP.rEr G`LAS _.0. RLw'F. $:5 LT'S SY 1 G _s I fa4x,. AF Fl, B PANEL LLM'4biI MAIL CiH PANEL L.EhYx'rN G t` MiN. i to TO G Sew % F. L G"",c p },{TN1#C^,.�... i. �• Y4iy A RR& S7tR _ tt5 u^IA55tl'.'k. _� 2 k IM r t G 4 � r iC Jtab TAPCV4 AN{;ROR "`�1 ' x 45 3 bi« " t i `�' 1 4 2*94` WOOD f {AtJANr ik "ac ,''gyp Olt `tr 'RLME. G"G?FORErt ?ieliy;� REai1B#Ea. _. �.�.,y�.�.yRar JOIN SCALE 3/8-7" SCALE 3/6-1. ��rNfppifFlyytiultR4u,, yJn.y"�wprreN"a €f FL#PFttdAk RUM NO O (WAS High Velocity NU r Icana one) ' trkra. P At{tJ t R GTtf O, 4 1 s 24 g GdLYAtdlZCO SSEii 5i0Rl9 t Rl3EL tA, L INSTALLATION ARE ONLY VALID FOR A.S,PJ, DESIGN SMALL BE 2'-E' : �' � DOW ft PRESSURE RAP ^I-/- 40.0 p.0, AND 4'-0* MO = siA E p 3L GLML 1 is #'L F .. PANEL LENGTH. i .-w,....--,.•' i 2. FOP? NEW WOOD FEE CtN`iSTBUCTt 4't WIM 1Jt t5t wK AY 4WM ,T MEMBERS TO BE SOLITH'ERN P AIE No 2< Wd SP00FPC r R+*w.aa,.�. nxmn as si.5aaaa :2D'-T,78 " iR �»w , tP 4A'--%kb sa+, i} ih=k¢{a 3k£1a.ER OW 76+5„ t#U {E' 998i DENSITY OF 0.56 OR EQUAL. „4 raft- wd� LMXE$ JfRlNI9gt{$b Lf0.PJL ea. a a 1slCt{ t6 J3. 'aMU' firm 'Awl, 4 p�ta?N44 CR • E ^ ._._.. %. j� jJ��, ry�,�p [�j ��`•�/"'�*�q (q{�� ] � 1�' �f` GLASS j� ALL l-jt'IEf!+.1'`.rf` N SHUTTERS AND #AL A ann�" LM � M1vf �,5 RA ALLOWABLE ''A%�I;'IUi`I �✓ u" Fln k p+ :.... b 421 a A 'L �EL�+-�I- ITf r'}.. }Y !.- u r�� J}Ft 1� `'� j�. '� 1 f � F �, rl7 1''i, : Rf Ij 'Y .YE �F �F,�. `3L 4# _ 7 1 li... � �1�9 1 i�L:j fn7 ,F4f'A �. t F cam+�Pp+M1t ma1}y. ::.. �f ,w ., tR. '� ,. -.,. .... 's�, <za.. fly I tG '. 07 N taES N N i� DESIGN NOTES: serEl1ul�s - Yi"IOTH`UNiIMI.T,CD , M1PEftP. Tr:aPANELS@4Mi P€aSITIVE:ANDN$GA?ivJ IGNPAF5SURESCALCULATE0 FOR.CISE!N[i'H'THSS'SYSTEMSHA.I.I.flE 4ETERMiNEb,F;:R' s#, z w a S,# _ :. OP MOUNT Cr3 , .... o N M T SEFAhATE EIIKxiNEEf#ING IN ACCORDANCE 114TH THE . GGVE C RNi f -pR - @ UI�:E.hi ENTS G.. R. ETErtMIN C65.. H:...GE7 AWl: AR E42. ELa k5 4 .. - I.N. RttA, T -. I 41 r. 115 TYPE. ns R P,J 9 :6N5 ? ELTT ,. t'acr7rRMAL Y'l-'U£i :, i 9 f14 E :BUSLTY NG. bD@: N G OF.. G . kF1 E... _. ,E IS 6 :. VE - E -T _ YTR L-GATIV ai. N.:` OR _ Pals N.. ER. f6. P qIJREC AL ES TEiS H RE F[NiA v S aPRSi'r" P... a I•is E. N N ., ... a 4L u z ... ... r .. , .. �. �. . ZREV 6aLT5-'INITt1 WA5HERER' ;. IdMeLr A55Hcl+�N, T `. o�.m�pa. WOIcNUTS FPs,MNEG Dl: tAPPR1AV :T SPANAN(u5E' � R R7.PE TABLE A fJ A NPA,tEi E E L, N + r a uQ .- �+ .. u � � w �, Y iJ, t5 ILs tF1[h71a HAa. b AN S ;t1.L E..B lST IN N 6EEN s EEt rn A Pj E E $IL AL:9R ;rieEWYTN HEAVE. VCR M NTa. KTHE. FLPiN1�A8U Lbf2E T aa{a �R W .. O. tx W, x P U ft IYtN I .0 "� 5 E EV RtH ,EUCfSON 6 E Ns AN 6U aAG 4F B UN iC 2 2B = lJs T f '.. TH C 3 GE. P T� N @ S+R 7z1Cou.t:4{iTR9Cik tIA N ES71 1>< 5 A ARMTQI 3Tf5T B S' LLi Y G 41 a� e- r � fl a iNG t-"`- "'. :X. Nd NfBR 41-1-LOCALB ILD GQDEA E aM€N WINCH flY- AND4O A �4 M'rrFN it1G M N T3 N{ H M kp Y B *tE EYiS a ➢ H PL . G'N GIST iliA B N A55TATE EREIr7MAV RE E QU]0. t�L Aat%STwrA 5f � C}wASNf R JG. � �. RD,1&L+" � � 2 L3:] -1 .I ^m".{ RE. LLbl"1BLE& tj E4- SfiEE USEQ - IS AC ..A,SE IftA..... A... TPESS.HA N IN THE E GHS Y5T€... , i1 B Nr1ET SYSTEM I. IP - ... 3, ARs;Ht7Et f't{ t E RQF NE PLri T{.N ,E c4Rtb T4flTHE R ECY ,V7 lE T 5.. 'U Eff L 6E 9 LE Phk . H -, �, H...... RI OFALL .. FBR7 INTEG TY- SUP. aR7lrl 6. RPA €S -tl TN. fa [Tf -NICN w 4 a s D"--V P- GC T z.HA4L. � { RiiiNATE.. B E EftMI7TLN DNTRAC r TP? 4R A " O T6M MOLI:N T d SE A SATE 5 5.C{IFI 4... P E11i EN I7{ R NI55HA eE 7F IRE➢ I cRTTJ.D V APE ..L $$ 9. PLECTIafJ6 P NT Ea' b. a. Aa hW S. t. c rAtiT"T Et E€fa R L s a s NEREN an S iGFN i4 AL TERNA�'E �Art�cALGLL'{Yi NeA . • .G6 E A ( N 7Y 9E p 4 R : r AY'BE R tISREa 9 El'STQ' •RT 5" 6NISGN u TH iP LE. ER d E ER AN➢OPES N➢?P V E H gr S� B F � JNF RAt Tt4I ➢R'A PEGIF[CS17E: PaR5TE 64Nt12TI NS !'1CFFEREt{7 k a m, H wm -�• ,z '9,3 7 15 : ^", , ✓ A'r. A;. M E 1 ae�TMn� FiD1 NS T LE RE h. f2E A... _SN;. 4 ENSED ENGIN .Eft. RRF.�ISTER a p 5 EC. .ELL S F1C U TS.-- R H P RE �TE EC F AaC MEN EQR n n-- [�Hr,rNr,�,�..�N��l�,rrm„.�f.,r .yam �T..- �. �-a .. - nJc, & ANYAPPIICASLE EHJEAA4 6TATEr AND1dR Lxxi Tod.11SPL1NT .it OMNRtr D )- LN74 7A5iL4'➢R54TQ#RLMVERPLAS ,SHLB5A C5CN}AATLYLNaFGbe YR2JC4+ITGTrAlD h,AiS$3 TNM i NA6oP5fd 3 F $ YT=R4I3.IcYrK1Rb AALlla PNIYTrY SPAN A64iE eSTaUritNt SHaA1aLUGMU7NIEESSHA1LI.EE476N,?6CUMtNML ¢�!W� ' - UN" NOTEa QTNER5'43E, Y, T➢R 'e Al LE N➢1V 14A't E4NTERE ICAL 'FIELD- $ &. ➢TZ➢ PETAI S N a Hid B.As BL}1'NT HORI ONTALr$AAFF FANELF MAY'NE FdC7UNF®VERTICAI,LV R Wi ,AUNT iL'RI tDNGPELYE 7IN 1,f$R9 ti N16 HEREIN'MALL A6"FMS.u.bTti K[, yy 't�iEiIYNTYF N©N-GRACItEBtONCItE.TEONLY INSFALLAI7L.0NURE[EANGHcR5PER NUPSFTURERSREZ' ENDATISaN $ F. :. .. o i$ 13s T.EG .iE PBN91LE TQI LATE r;}-'P G£LL... H.-CN7Po'Cr;fi.RLV!NA N'U GTE 7 _ W Lri:.. A aE R - PREUEr{ f E':'rRr3LV51S ME44 M TEA]ALS .. 4y. d5`s`fRUC a a4 ENONLY, EA RFFIxEroY1ERE All VAI-li E 5,1 li- Rtl'C ESLEN:AS. E. Tt N s 4 T, R o N T p 'L ' 5 a1Y ONLY, . USC OF RI5 € CF![` 4N A T [�'TI[�PP t Ei' H N S C A. f &'f A t. trAi'rlR, B. '.T to A Y L15GA PflN .... , . d I � [r SErAPAi. SAVES HARMLESS. R15'E. Gf L Cb�T 03A m ... 1. - T. N NEE64....- A. 8, R as AGES i CAI ALFEES$:-. PELtt3TE FE E�RFs, L014, :ItiTbf i Ear. cLn. txP 7 NA a PAe can4a sYE EF Ec a { $, fO J ©. i s L.c �.:E.d:.. rmr..ar� RI . t T dER Td Ir rSfRUGTt NpRRGi 4€ REY§N rJ:`rM4T ,OOMM MG1UNFt (cr3N7Nl-. CONN LTI55r SPAN,'t"ww f 'zAS �BsrRU�rx`I FFNEL.S MAY BE Nr;ii+YED A&k�Litite'[1,-.. PRtiVCDEtS1HA7�CJNNEGTlbrJ5 RNP 2S IIOLT$ WITH SQLTS IVTTHrWAitl ANCNtIRS.ARE }lS.EtJ avHt6t $AVI$F"j wtNSNITiS fA57E - ,.. .SpIsNSAROYE$9E!-OkV t7P.47RCfC77gNt_ 111301:50Nll4'd 4,PFR 1RIATE"SPA /E TI ALMCUNT IG ELF-VATIC r2-"N tnOTCHEO PANELS WNICN i'a CAt9.EU FrJR 6P LO&Ay STa,Tf N FE➢ERAL DE3➢E5 & FRF3Jd ➢EV.iAr Ery aFTHI9ftFRr. iS` E%GEP7 AS EXP.- lY PR IDE]F,H N NB'AD Trintl =• L'rV FREE a AL it 2 ..' as➢,.' 1R�F�4 b E.. CSRTI... A ri AF _ TI N. RR IN7ENPEP TIO . E..- , '1E Ad'➢Ir4Dtrs bR`9TFie2 MARF:MA6$ raTF1I5nGE11 Af@tl" � Y .ALTL°RATlEiNsi .ARE Nb'reERMiTMOANa'INYALd�EATETH75,➢ERT]f1CATWMN 11. PANEL45NALLeEPERNINENTLV LABEI:ED^WCrtMjNIM01M 0.r (t)GaEEL-.E PER, EVERY'3 N FEEt toNT$YNINcs E E➢LL6t ING Pi] MAPbNI. -. , .... - -. N . 9 WOR 'LL hE11IC. -: Ar{ � rc A- R SHtIriERS fA.. t45S. t} - WAY 6ALM 6-1,':T� •TA,a29i,T.452A2b,T S 294 ❑ CORIINQI'rRetlNHENAAPo;OtE. e '- 'F.LttR I➢A PRQL'MJC7:4PP0.pNALNUM$F(§ 2�-3i543 _ VISIT ECaALOA0131548 NSRadfit IUsEXPR�eCihYS'}bRE i >=mzmRATroruun.aMs �*oen4r#�L�Fs. MINIMUM LI-OW LBLE SPAN SCHEOULE ALLOWABLE PANEL SPAN & CLASS SEPARATION SCHEDULE.* 24 r.AVGP PANELS - ccUA I s * AL EGRESSPANaRDEMtAX& J + A s e.". FA5tE14ING l +. -- d rRf+NIILLC LNNMQP PE - - - C➢EJ016514 Gqs �65 r 22SA' , 0bEw, �r-•2590D". : 1359' A,066" 55 4. D 0§ 6 9 G= ,125 s>: q- 1 o.i2S .w {TGR r E ,. A tf94" -.'8 �� eP.i26" 'ip rr'uz. 7YP T,., -•,.. ;. ' to E6:: A94»ti ry. LL a 334 BSA � n_I I T 0&2 - 6$5624 f r�, L 15'35 2.9n F 259= o tSSI W rra� ANBIE.. IJ-...... ¢¢ W N _ f r fl i i t,i6D � � 96 i 5' 0. 5�17.i%6 8 t, D 1 a5 0 5bS 3311 >37 Ey [s.6�5 �y2 a5b 10 7 , 1 .14 lam- 6655 .", 9 �+ z CrYJERA i P E �: � , . � h 4. . t s9 , 67 PANEL ' _ LEN '! OTH 5'i _ Ki5 va b i G P _ rf N lih BE • fl 065-. D. " 3 A ., evru x i a a .. � J:� v P T : P as n sea and o-Bll. k ' • • , • _ '. • " W#5Fi m YANNFA41 r �. a TN � AG :. ,� �" ra NEYtlolf awASHER. A 37R3' 52.u... R za u l 5 Tiv ul . t k: �t t'- EG. i$ ¢I _ J rs lA nl.;Ai P kNG[.E - 'MkCK,iE]i1t71BE61' � •g ,� � � 'i Ii MAX OVERL P k r: gg 4 MAX 1nl E RI Ers.GlASi1R ETAIL. , .•,T,i,. f 2,, P R .�tP f pp 3 r i Yam" ..,......... .. .LEI t 1 e 6. t]UT c ., r... LD. K'1` V. a N :E S. L7ISrA C ... �'.fI FT4laN i fi.. 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S 5 5•' �1 a! 1es ]6 ' 1S5* 112^ 1z,R^. l6.P" 15 s ' 1i e' - . 2:6' ELDrnE �is?RNCE a _ D11b'r 11-A&^GbCII[8:. 3� A-,,111 L46t41N Ai 11B �,. 5A . 72 035 E25' $ 85 6Vr.§ 'vz N` llL3" a$" ,Y.1* 6.6 ri"wet) to Iva4eH 47, : 52 12 T. 151291 10'S' 8<25 *3S 50' &3 Ga 9a 8.25 4a 6,25` 5a m �p IJ4`s?I IJ$' AMNtia33 - I TO 0,% PAPCRN 41 46 125 A3, js�vl 7.,V1 1-, 0 fi D S 5" fs1R9 1040 i rl 4 6.151t 4If' '. InP 4,1" per . jl,L Sa,3'" 51' S'D &Zs 16T 44, BA %7V, Ctl7 AV, §,ti' 3" i2 4 7 44 6,25 1(1,7 - 4'L d Il S,2^�." 41 4.0 , a25 11I7 48° J 525 1II1'4B' 4 " U^7 Y'Adtl• FNHPiFt - 3S ALL'vaar5 Stria GEC, a1 4H t>•-i�md14 7E' SES 12S 1E FJ'f 1A1 WO", 101191 YS . .12 SZ.S Y&,.,H Tou '. 7 , TA &3 Q , t7s- MW 8 111 16C) 7a 11 5,2' $ 16 p10 97 78 12rS 16II 77' b,2 2?5' I5D 77° 8.2' 1Z.H 1 .Sfl 3T BZ i'L.S 130 Y 8 6-2- IE5= 1EV ]60 -.In 3T , 5a'. 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Ibb 15 r, 1 L9 is D" 36P H8' 1_ 2'S' 36 tl t' fr i5,➢. 1 1 T ➢" 3A 6' D" � N 32 F` ]`"D' ,i50 7 S" 32:$ da9 141+' 0r 92.5'--^ E .5 Zt5" 6 b' 1S P 150' 14 E.9' S,b` SLW i6,12 147" b,ti' YZ 5" YZS" if U•' 3 1H.41"S+V.4 a12 E is 5¢'. 1 It7'1=M N3 - r VG34hStStE4y 41 4932' 12 s •' i5 t6,4 v 1 v, 1' 2' a ,s 3fi Q' '3. i2 a � a2 s' II ,5' 16 is tZ,W 16,4 i41 111• 12.5' 164' §.7&E" 150" 53E;; LY5 i➢„S 01, O Ib 11a 1 4' 90 9.5" Z5 12:5 39 IN "0, 5E 9 51' 6 b' = tSf 12 5" r D 9. E 8 9;.5'6° N" 5 1I4"k 0W EA}sEV, 33 TAPCihf,rFW 41 ..yy 4N' R" $2 13 1.21511 1',4 `.1G,q 1i;5 iiLallCi S` 12s4'.` J6101 32 $ 1d O'r'13<3 i2gq iM P 9.2" OWA 32 51, :tr 9v 5,2' 12,5 der iL -0' 1G:5 1S tl' .41'i 32 ' 16,0° 21'. L25 i'25 16,4' iols" 15 tr'91 12.5 1i:5 U7,9e i60 •• 91" 12 S" Y25" i5 b' 4-1" 1b D'91": 73G•i,.iF "EAABED $3 49AI I ft)YIfi BRM,1" 41 Y40D-210y➢ T2 L29 36•(�"S5 78: 13as i55' S.0"" 5'7•d 4S,` 18 s.a°'0.:5"': 16o"':.N'' 1zS 15'". ' r &• ` 'ri � 1 4B' 23' 4..7' . 5."d5' 1'd 3" „� P 9-sl 6.`7 r 12 a^ A,Y"$ ➢° E.23.F Y2,-3" 4."�" N,il!"-. ANCHOR NOTES- 20-31543 6 PA65D6lCFIiPTii�t ip �ll . a-. (D N U) _CT3 O }. U N CL C 0 70 C .� cd U -0 �- N 3 Ca U C) `L .0 0 `V 4� O CU\ / -0 E p ,.- .� ��•- V/� J CL