Loading...
HomeMy WebLinkAbout36370 Flats StU J m LO 00 p v Q N 0 O co 0 J L0 M 0 M i m Ib CD 0 J L0 a I M i 0 C/ c YL. 3 a N O n. E E 0 0 c i a_ a 0 J r C> 0 0 0 0 N LO L bi 0 v w c m v cn AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ orADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU or A.H.U. Air Handler Unit ALT or ALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BLK or BILK Block BLW or BLW. Below BM or Brit. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or CIJ Control Joint CLG or Cig. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM orComm. Community COMP or Comp. Compressor CONNorCONN. Connection CONT or Cont. Continuous CSMT Casement CT or C.T, Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal DISTorDist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EW or E.W. Each Way EXP or Exp. Expansion EXT or Ext. Exterior FBC Florida Building Code FDN or Fdn. Foundation FFB Finsh Floor Break FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Fir. Finished Floor ABBREVIATIONS FIX or FXD Fixed FLR or Fir. Floor FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FR DR French Door FRT Front FT or Ft. Foot/ Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or Gaiv. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HC Hollow Core HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior KfWALL or KMlall Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry LAV or Lay. Lavatory LF or L.F. Linear Ft. LL Lintel Length LT Laundry Tub MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic MW or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale OE or 0. E. Owners Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Pit. Sh. Plant Shelf PLT HT or Pit. Ht. Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Rad. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing REQD or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R,O. Rough Opening IRS, R/S, R/SH or R&S Rod and Shelf SC Solid Core SD or SD. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SQ FT or SF or S.F. Square Foot (feet) SQ or Sq. Square STO Storage SW or S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKNorThik'n. Thicken TOB or T.O.B. Top of Block TOM orT.O,M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting LINO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERTorVert. Vertical VL or V.L. Versalam VTR orVTE Vent through Roof / Exterior Worw Washer W/ or w/ With WA or W.A. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) WD or Wd Wood WDW HDR or WDW. HDR. Window Header WH or W.H. Water Heater WICorWI.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proofing) WS Water Softener WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 01-04-18 2.0 2017 FBC UPDATES REV. 06,23.22 01-31-18 3.0 A�ELEV BEAMS ILO LINTELSAT ENTRY. 02-27-20 4.0 RELOCATE ATTIC ACCESS 12-19-20 5.0 FBC 2020 CODE UPDATE 11-29-21 6.0 ADDED ELEV KLM PER C.M. ] IL- I �� 11 � I L 17= ISI ISI A&*Ik 174tsm t)085 All : KLMl INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4.1 FIRST FLOOR ELECTRICAL PLAN 4.2 SECOND FLOOR ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7.1 FLOOR/ROOF FRAMING PLAN 7.2 ROOF FRAMING PLAN $ LINTEL PLAN SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 DETAILS & SECTIONS D2 DETAILS & SECTIONS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1 3 PRODUCT APPROVAL NUMBERS _ - PA1.4 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1 4 I HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including; but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. C*a c o d� :-amp 01- 3 y 1=4 LIE E ED a, v 4 UJ c*� N a N jam. N W N Q U M CV O N a A�n*tl+f5a�a62^c�8 � I✓�,r o 0, It G1 'Iv0 Per J �± ® STA, TE C,F a � � l,, r3iE1905'+�'bv 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 seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Nf W v E $ N Q `° N N OD0 G 0 �, _ �_ O ._ LO 00 en # LL LL �Mv� v; Mi a ii a LL l z � _ t- C� 0 Y O .s M 71 p Hi a C� � '� CO m W Q W cn�rn°' J Z N z ILW O U ❑�❑ Z W C9 Z N M z o z.(D - N V I z (D o LL -J Cn LLJ M O—� L.Li g N Ln U � W J E fa 8 z, 2 ? � co `c 2 8' m o W M M U- z Q O s< Z q E �E ¢ �o<� �U E oLL=® �� M0.0,o tt 4 U Q CO �OXZ ci M a C az U mo ff Z Z W 8 ZZ 5Z v8i a Z4W A yLL N W =3 z ¢¢ r7 a=O z�°~ �Q U �0 !� (6 a; m m ~CN CIO Q —J Cr T Y 100 LO T U � O TT VI Ca 00 ILL N_ 0) LO to CID C0 6 Z E O N m E :8 5 c d U Q a J JOB NO : 23-03655 SCALE : AS NOTED SHEET NO. C S 3 m rn O rn 0 I N 39 LJO m DO M a a Q 0 0 J L0 CJD LO I N 0 IU Cr a C, Q 3 Q N N i Q E w E 0 s `a c i 0 v v r7 M 0 W �t- 0 0 Cl- PO O E� 0 0 U W 0 m a cn H.B.t J TYP @ 2 STORY S6 PAD AC PAD J GGN HALF WALL -,(c -- --- _._J D+42"SLOPING S3 ih GG S3 S6 TYP @ 2 STORY `1 --- �60 81 o --7A.■ V__ FAMILY RM5 M FLEX 8 -8 FLAT CLG. 34"X34" P.L. 1.8E _ _ - -4 _ CARPET W/ HTT4 @ BASE 16 8'-8" FLAT CLG. c=n CP - � `q_3 CARPET ; S?�OR. iIII co _ i- SLOPE CLG. N 2 +42" SLOPINGW._ GG H2 o HALF WALL S3 -� --_-__-- ■ - HDR AT T-4" 'FLAT .__...�---r----t--- I N 3' 4 3, 71„ I z 4' 1 2 6 -0' CLG. A 4'-4 Fl -0" - 00 T 4;-5' �, FOYER 0 6'-10" 4'-2" 2- 3" I L . 306$ I 8'-8" FLAT CLG.10 IL--L--' - - I j iv A _ -�-------a- _T1 L f I - " I co `_ `y K 00 CO ■ I I 0 0 • - __ +-----�- I W.H. D.W. I I S3 o CAFE O L - - I --' I 2'-6" - 'WIDSP I BUILDER TO PROVIDE II y APPLIANCE ! C rN NOTE: FINISHED WALLS TO BE FLUSH. I VERIFY IN FIELD. `r 1 9 E Q __ ! �i PROTECTION WHEN i I I I `o 8'-8" FLAT CLG, oa t' 26' 4 ! 8 8 FLAT CLG REQUIRED PER FBC LA 21'-8" o PAT I C' CARPET 1' 4" 3'-0" 2'-2" -- - -- 14 0" S'1i0" wa p I I i I I I ■ - - - _. I Cr I I 4'-0" O I I W/O I I I AT 74" 2668 3 J"X3"P.L. 1.8E S3 UPLIFT QHDR w IIIIII o HTT4 @ BASE N O PLUMBING LINE Tih _ EDGE OF SLAB 2"W/ BEYOND WALL w Oo 04 TYP @ 2 STORY SECOND FLOOR ._. 2L IIIIII BEDROOM 6 2 CAR GARAGE _ U) o N 8 -8 FLAT CLG. GG CARPET S3 '2868-S C. x61 AL4 ,- I 8 $FLAT CLG. AFF I I I I I I I I I I I ___- BA H 3 --i ~I w PLUMBING LINE TO SECONDFLOOR I 21'_02"61 I I I I I l2' 11'4 - -- - TB I rN m C° _ r _-._ _ PAf11TRX cfl 8 r8 z L------------ w ou co I z oo ' �' LAT CLG - - -- v? K FIBERGLASS I J o CC1,10. TILE "' D VERIFY LOCATION S4 TYP. SURROUND I 5-SH 16' DEEPLai S3 ELECTRI AL PANEL M EGRESS 16'-4" 25-SH J Q D S6)TYP@2STORY \\-(S3 VERIFY METER LOCATION WITH BUILDER 15'-0" im HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 114 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1 /4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H$ (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 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 25 i S.H. 13 20X38J• 184X37i S.H. 14 20X50J 18JX50 S.H. 15 20X63 184X62i S.H. 16 20 X 72 18 } X 71 ' S.H. 1 H2 27 1 /4 X 26 26 X 25 S.H. 11-13 271/4X38J 26x371 S.H. 1 H4 27 J X 50 i 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. iH6 274X72 26X711/2 S.H. 22 37 JX 26 36 J X 25 1/2 S.H. 23 37 J X 38 a 36 4 X 37 3/4 S.H. 24 37 J X 50 a 36 J X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 J X 72 36 J X 71 112 S.H. DOUBLE 2 WIDE 75" TALL 73 4. WIDE S,H. 32 54 X 26 52 J X 25 -1 S.H. 33 54 X 38 a 52 J X 37 i S.H. 34 54 X 50 s 52 4 X 50 S.H. 35 54 X 63 52 J X 62 4 S.H. 36 54 X 72 52 J X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FIRST FLOOR PLAN - ELEV-B1 SCALE: %4"= V-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 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 518" 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. Chapter45 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. OPENING PRESSURES ENCLOSED - EXPOSURE "C" 0 +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 CD +28.3 / -37,0 DE +26.6 / -29.1 O +26.6 / -33.5 O SEE SN SHEET HC� 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 WALL LEGEND 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 '"B111 FIRST FLOOR LIVING AREA 1324 SECOND FLOOR LIVING AREA 1762 LIVING TOTAL 3086 GARAGE 496 ENTRY 30 TOTAL AREA 3612 PATIO INSULATION REQ. 24 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 I R-11/R-13 KRAFT FACED (GARAGE / LIVING) ca cz C cm o L Q 0 �n cc C_.) ao o y N � p d E d ro 3 n. eu ae .cn E _, E� u i M c14 0 N Uf a n c_ (, rR 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. MM W a tl E S N 0 m 8 V o 10*1 C Cc a) 7 co co u LL M -0M N MTV LL a LU a a @ U Sf 13Z U_ J }� Z N , V 0 0 W W 0 7 N m J 9 o CP ¢ W Z ILW d o w N CO Z U U) I=- O U ❑�❑ Z Z N O o 0 z o Q a , � N M z AQ)o LU U mi 0 N w sQ) G w wd U � "' � g mi•..t = I, _ V U)Q N 0 N 07 too to W M U__ (6 E rz p E U z❑ a O wz ,� 4 S z e ❑a �6�Uo O p 0 r ❑ Q W Gz WZ cn O <o ¢ �U m2 o� Zf m J "m w �z ¢ 0 -Z MEN$ �W MEN y ado o w ;o M zIa ° 3 LO E Q 0 ~ �Q O C r W V J 00 LO T U) 0 I co N O N M 00 Lo Ln E c N M y z C z E O (n 42) `c c E d U J Q J JOB NO: 23-03655 SCALE : AS NOTED SHEET NO. 1.1 3 b m 00 0 L v v rn 0 Q O 0 J rn 0 I N J m 00 c v X 0 .c 0 s En 0 I M i cn O i 'L 3 C a O f a E rv- a� O x 0 C CL 0 15 Ez N N LO a 5 N N LO d\ 0 v W 0 v' cn D2 6 I D2 H1 � � I w O0A w I l� 10 IO rr S6 / TYP @ 2 STORY 20'-22' WNER'S SUITE 8'-0" FLAT CLG. CARPET / a = w w z - --- 2 68 F.. --- B.F. go R&S - - - - - - - - - - - - -I Q Z -- �-bN r9 1 Fo r N rn N 1 i I, Ta C 2668 W.I. C 1 L -- . O i. - - --I L7U)") 8'-0" FLAT CLG. j o I CARPET I rn O.BATH-- Iji `V8'-0i o� FL/T CLG. 1 �.E xM I li TYP @ 2 STORY 6 b2 I I BEDROO , 5 H1 � rn ui 8'-0" FLAT CL . U CARPET N w 1 V-4" O n .. CD C Nt U) 0a tz ql= T- 1 511115 unW �-+42" SLOPING HALF WALL HANSON BOX @ 36" A.F.F. LL DRYER VTR - R&S )PT OPT. D ti 8! 0 FLATL m LE_ 00 T CD En R&S -- 4'-2" T-2" INEN gM ?068 B.F.I BEDROOM 4 8'-0" FLAT CLG. CARPET 12'-041" S6 TYP @ 2 STORY EGRESS 25 SH O H1 D2 Efh"I I LOFT 8'-0" FLAT CLG. CARPET to X I 24' 3 C7 r . s BEDROOM 31 8'-0" FLAT CLG. 12'-8" CARPET I ao BEDROOM 2 8'-0" FLAT CLG. CARPET EXT. WALLS TO BE 2X4 #2 SPF @ 16" Q.C. U.N.O. D2 CV 00 m 0 TYP @ CORNERS U.N.O. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 91/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 314" 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 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X254 S.H. 13 20 X 38 J 184 X 37 J S.H. 14 20X50J 184X50 S.H. 15 20 X 63 18 J X 62 4 S.H. 16 20X72 18JX714 S.H, 11-12 27114X26 26X254 S.H. 11-13 271/4X38J 26x371 S.H. 11-14 27JX50i 26x50 S.H. 1 H5 27 J X 63 26 X 62 112 S.H. 1 H6 27 J X 72 26 X 71 1/2 S.W. 22 37JX26 364X251/2 S.H. 23 37 J X 38 i 36 4 X 37 3/4 S.H. 24 37JX50i 364X50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 734 WIDE S.H. 32 54 X 26 52 J X 25 4 S.H. 33 54 X 38 J 52 4 X 37 i S.H. 34 54 X 50 J 52 3 X 50 S.H. 35 54 X 63 52 7' X 62 4 S.H. 36 54 X 72 52 J X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. SECOND FLOOR PLAN - ELEV-B1 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. Chapter45 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.G. 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, OPENING PRESSURES ENCLOSED- EXPOSURE T" ® +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 O +28.3 / -37.0 O +26.6 / -29.1 �F +26.6 / -33.5 GC� 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 WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1113111 FIRST FLOOR LIVING AREA 1324 SECOND FLOOR LIVING AREA 1762 LIVING TOTAL 3086 GARAGE 496 ENTRY 30 TOTAL AREA 3612 PATIO 24 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL SAFFELS AT SAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) +e'rs _® cm cv � W c m v e H M r� % EA N q d $ ez �? EU Ea s= CD,U�E E �� Ea M 0 N . \. EO - 0 - t sd��E °B1 t.4%��vr� 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. f. a E S N a M 8 `_° � N (0 N O it ' �00 N �2 -0 J �7 ' m Md , a Lu d a ii a ca LL J Z 3 0 O �. 2C Y p O 3:p w.� :3'Ea N (D m J Q W og U)mo W mow 7" LO (h Z U z: N EA z OU ❑f - z W M � Z Env o o Z o 4 Q N LO z _ � V 0 rLQ) g V) c �tn m � i p y O N EA o w Z a U_ EB E EZ ECU o O N z o on F- EB g ? O E oz cOo l I.,- ¢z pQ az tt J M C ¢o 0U mg z � z > m Jy �o }Z � > a� z O to T oLLa U az N ti W m MJ a dM 8 03 C. 0 LO ui s� m Q 04 CO O LO U) Q fn CM 04 C) C:) �I (N C) 00 c, LO 00 M T ,_ co a� E co C:Co N o z z E O E U a ¢ p JOB NO: 23-03655 SCALE : AS NOTED SHEET NO. 1.2 3 a S J M m LO O M p v d fn O Nto co 0 J a as 00 M 7 0 N 0 ✓:o O J Lo cr I M 0 c M F�- N 0 i a 0 i 0 0 a> N N w 0 �s VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES 24" TOWEL BAR w ON WALL ABOVE TOILET 7 — MEDICINE � I CABINET 00 TOILET PAPER I HOLDER CO � CV > O M N co M CV .FIN. FLR. 91 BATH 3 DW KITCHEN ISLAND NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS oo 00 d -1 LID LO C? C? F KITCHEN SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD � Z SINGLE TOWEL BAR IN a ROD TUB OR SHWR. � ` TOWEL BAR �-=�= � a ON BATHROOM WALL ' SHWR. VALVES w 0 � SOAP r � 0 DISH � U 0 M o TUB BATHROOMS, SHOWERS AND TUBS CLOSETS/LAUNDRY I �i �r --t L� � r . MIRROR o _ Mt IFFL1,1, 111 V 16" FOR LINEN II-- 12" FOR PANTRY O O 0 00 u_ ifl In a- o o0 co <O T r`v�r�Tu�ra BLOCKING AND MOUNTING DETAILS SCALE: 3/8"=1'-0" BATH 2 ao SIN T CONT. HANDRAIL RETURN TO WALL DETAIL SCALE: 1 /2"=1'-0" 42" H UPPER CABINETS ---� 36" H UPPER CABINETS- 30" HUPPER CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE FINISHED CABINETS - COUNTER TOP � 30" H BASE CABINETS 1'-2" 2x FRAMING bN 0 r- cc LJ co ZJ 1 /2" GYP BOARD r00 t co 0 a .Q) V) cl: 2 8UJ LO r CN KITCHEN o °° 0 N CV ISLAND COUNTER CABINET BLOCKING TUB/SHOWER FINISH PER FLOOR PLAN I I"IKUJ I tiLVl,.t� JtI.UKtU I V SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. OWNER'S BATH INTERIOR ELEVATIONS SCALE: 1 /2"=1'-0" STAIR CALCUTIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS w! 1" NOSING Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shad be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding '/2 inch. A nosing projection not less than 3!4 inch and not more than 11J4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. 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 provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shad be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. STAIR SECTION SCALE: 1 /2"=1'-0" Q�N M N O _ N l ;. A yyL To the best of the Engineefs knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineefs signature and seal is only for the structural engineering po 3 v z J m co M cn 0 LO cn J LO �O I N m co C) .dam.. ;v 0 r Q 0 Q 0 cn J LO cc0 0 I N L 0 C N O Cn 3 Q N N 0 a E E z C .Ji d: 0 0 J N r7 N N LO a 0 a ci v c� U W 0 0 EO :I FIN 1" x 4" SMOOTH TEXTURED F1 TRIM / BAND i 12 5� 12 12 SHINGLE OR TILE ROOF PER 5 COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS F1 0 O TEXTURED CEMENTITIOUS FINISH ON C.M.U. 35-SH F1 — —F2— FIN. ------------------- FRONT ELEVATION - B1. RIGHT ELEVATION - B1 ILE ROOF PER PECS - INSTALLED TURERS CIS General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-112" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.xl-1/2" long (3/4"-V 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 V dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711- All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 _ � -m ®W a C= C"cm u _ _ a � m d ? aU �d p M N 0 N o To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W a �E o N8N�� 0 J � L0 LL m C�M 0 a. d 00oa J LL Z -- @ O, K L W Lu J m o��CO a rA P Z Wj 4 us J N M Z O F U O U ❑�❑ t c `n 2! z colM o � z r$ N d � N (-1 0 o X2 LL Cn N 44 O w 8 c Y �V) W � U c 4„ I =� lowE S U 8 • 8 0 _® Q N �� o w M Z O ZZZ Q U_ W Z q Z"e O E�° Co � 2 0 to _CL o o ao O E p ¢< 0 I t a z w0 K KW in c `ZZ < mo o, Z 3 g< 0 a w LL W A W m �Z �F d ZI¢ 0 2C = �(.0 J L / LO1° N m i N Cr W m L i r 0 O - N 0") Lid OD IL N O Io Qtl j dam' r CD .. M CV M o Z z E N N E U °t d Q JOB NO : 23-03655 SCALE : AS NOTED SHEET NO. 3.1 v+ 'o 3 m co M 0 0 to 0 .a a Z. ro LO co d PO i m L0 0 r� C) a {n 0 co 0 M 0 I fH> C v A i c 3 N 0 ca E E 0 S v 9 i a. G 0 0 0 J N r7 N N L[ $i 0 0 a M 0 LO N 0 U W 0 m cn SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS, - 12 5� SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS _T.O.P. _ HDR HGT. EXTERIOR PLASTER ON 35 SH CJ CJ CJ 25 SH FRAME ----------------------------------------------- 2_nd_FIN. FLR. ------------ ------------------- __ 6'-0" FLASHING 14'-10" - -------------------------------------—------- T.O.M. --- ---------- —--— ------ CJ / WEEP HDR HGT. 5068 SGD REAR ELEVATION — B1 12 5 4' OFFRIDGE VENT I V-0" RIDGE VENT 12 5� 5'-0" RIDGE VENT N a0 T.O.P. HDR HGT. ----------------------- - - - - - - - - - - - - - - - - - - - - - - - - 1'-0" EXTERIOR PLASTER ON - FRAME r: °° CJ 25 SH CJ CJ -- - ----------------- 2nd FIN. FLR. ----------------------------------------------------------------------------- MIV -----12-------------------------- ViT 5CJ / WEEP HDR HGT. LEFT ELEVATION — B1 n =1 r-0n IN General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED, LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4%1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703A 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. $elf -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. i 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 Zza m r.r BCcc c m r F4_ 3 Z, y d d7 c k: c � v a� M CV --n ° r : �.-.. .{' i ._ OF 41 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 W a r. o M O � r O N a v 0 � C? 7 N u' a u_ a M V d n- @LLB �U)Z z 13 CIL _J p o Z rgt @ern C: s m'a O � o- p =3 (0 m W m � rn m ¢ 0 w Cl)Z 6 O M NILW U Z O pEjp W N M o g z z o Q ` M ;Z/� / n C W � 'e;/ o -1 fQ ,, a U O N w o co c L Lr J r— E L � r I z� d U ) < N p J � w C�> M J 2 Z < w z 4 U_ E K >m Z t? O E c� o� z z® F� 0 U Wo V O 0 E r� o< CD ra Itg <to ° wZ U.) M -j qz =U mo p, C Z m <Z go MENo U.)3 S� wLL a �W z f� o ch w �o a , M ° >C.0 L^ rn ,---•LO2 :3 co J Cr m � �i i U) Tom., Q 0 to M C.T) I No LO .0 L4-1 N CS) 00 -0� o IUD M Q co d" M CV M o Z Z E O 0 0 U J Q 0 1 J JOB NO: 23-03655 SCALE : AS NOTED SHEET NO. 3.2 3 v J m 00 O M L Cr fl7 w O Q O c0 J C0 0 t N m 00 0 0 cn J LO LO I i 0 C� Q rn -L 3 N 0 i 4 E H y 0 z `v c J d c O C O J L1=. N O 0 0 CL M O -d- Q U W m cn 2" 1 N Fh N 2" N 1" VARIES *NOTE: FOAM TO BE USED ONLY WHEN ^ REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL IF O 1" 2" OPENING VARIES 2" 2" BUILT W/ STUCCO. EDGE OF OPENING 1'-10" ^ Cv o m '� 04 N C7 32' 11" 32' 1" 1" 11.8" 12' 1' CAP 1" RADIUS 3 1/2" RADIUS 1/2" RADIUS 1'-53i 3/4" RADIUS 4 4 Mlv 1/2" RADIUS J� I 1" 4" VARIES VARIES 2j11 VARIES 2 12 VARIES 1 1/2" RADIUS 2 1/2" RADIUS BASE r M r� _ M� d "'41 rIN SIN _ � ,— CO CAP N Co 1" 1" 1" 1" 1'-0" 1'4' 1' 411 1" 1" 111 1'_0" 1 " CO BASE km 4" 3,411 all 4 c31C' t+alt ,- 11 111 1 all 4 41" >r c N 1N r W +-N 3" 4n 4n 2" l"T LO MAY VARIES 12 2' 2" rN I � 24 1 • 121 , 3„ ZIEBUILT *NOTE: VARIES FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2" DETAIL TO BE 2" 2" W/ STUCCO. EDGE OF OPENING 8" 2" �N 6 1'-6" ill 1" T-4" r� 0 1 N 1-1/2" THICK S 1-1/2" THICK 24, Cif -IN 311 , 4 2 Ll 4" N 101, 10" 6" 61r 2.1 211 iv ri 2" 4" 311 241 - =1a 00 41, 1„ 2' U)211 1-1/2" THICK 2'41 11 411 .3" 12" ���. Q4' O �- • 6" 4" N N d R41„ 4 2' 32' N r"N 11 11 511 52' 52 5 I I �� �rx C _ `p 41" 2 4 VARIES VARIES 4" 8" Cat ; N 00 I _ I 6 ' VARIES VARIES 111 32 r KEYSTONE F11 0 OPTIONAL '- ' 4" GARAGE DR. OPENING 4" T /=;O. KEYSTO00 NE F11 OPTIONAL 3" 31 3 4 ' 4" WINDOW OPENING 4" 4' NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED VARIES 2' W CV 111 111 1" NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 3'-8" 4" 3-0" 4" 101, 1'4' 101, o eo v -1 -1 -1 r01, - `t 14 .4, 12" - r 0 CO N` T CV 2'-111 54 1'-12 54" 7" '` Rom, 11�11 Cq N iv 1' CV� '"k::--- 1" C'7N� 2 GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH Ij a� ac E L) w. M O LO sy- a . .•#r j t= ; To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - 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. �.. 4 e L% 00 N o N V N n ib c: # G _ N u � Q ,^ N LL U_ fl- z J z - O ' i_ i ;3; W W LL j MN m J Q co cp rn ¢ z 0 Of w Z V O 0LO z N O U ❑�❑ W V Cl) v z N M d o z�N QU) �� a �N N M z u- UI o w � A t0 V Ow V) $ �v N 1— (n U a LLI J '- - e 8 I i •I �I III { Co Q ®® o M z 0 w z Lj_ po E v �o oLL z 0d� ?® a pcu F— mo 00 o ca 0, ' z 0 o Ea WZ CID@ C m N ¢z 3a IU m 0 10 o, zF T z 0 m 2 y 8 g 5z WCn m ¢o a zw tik �z o_ w4 ip zl¢ 3 y Q >� J L LO m m Q ccc j Cr W W m L / T� j+ (n M 0') O CD Lill -� LL L6 Lo M Q M T— C) o z C) �o a E U q p c JOB NO : 23-03655 SCALE : AS NOTED SHEET NO. F1 3 J m to 0 M 0 Cr 0 0 cs, J L0 to 0 I N S m 00 M C V) 0 0 c2 J M) O I i O 7 O 1121 -2� 3 N N Ca E H d E G a i a 0 01 N N LO r� 0 N N to 0 Q U w 0 cn 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 NEMA1 150 AMP/ 200 AMP 4 to lights & outlets 2 to appliances and GFI 3to WH to Range to HVAC —1 50=210 200=410 in 2" Conduit 200 amp 150 amp UNDERGROUND Dis SERVICE BY POWER CO. INTERSYSTEM BONDING O TERMINATION PER 71 NEC 17, 250.94 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 1B" 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 DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET FiF HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH L� FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS -- TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) Pe PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) T 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT M ELECTRIC METER DWI ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT VERIFY METER LOCATION WITH BUILDER �V •v PLUMBING RISER_ SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER FIRST FLOOR ELECTRICAL PLAN - ELEV-B1 SCALE: %"=1 r-Orr 0 a C= eta o c C J } ro .� u a1 i � � eo CE �a C' 04 u� .. o a ry o I f shy , �6d6a' k' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 9) W a E NN{ s' o 8 a N � o to O� 4 6 r ik 7 u7 co to tL 0 � � 9 Q 04 0 d � m Ii i� a- Z Z J ca �� 0 0 ��� m Q W t6 (V ��O)o' Z IL Z tom O . Z o � IIL W Z N M 0 0 Z z o n- N r U) Ln M z _ o W `� U OL.U0 In cv 04 �N � 2 U c — E 8 � zl'.. ®® m I U r- on ¢ N M e o w M M J i < 2C p Z U- z o Zp iZ 0 E V 2i� �� z® oa 1� C �� �o 6 p E M , 0 Q Z co It �z wz cn fa ¢ z SV w °1 0 Z 6 C g Z, 8 3:m 0° 2Z Z cf.)S� 3 �� 3Z N~ W C> _ r o wa }o F M I w d 0 3 L CU ,--�LO Q 0 F-- N �- U) N im m LO 7— U) N M U-)i U- 0*) 00 N in Ln M Q � .4t r ui w M o z z E E C) y to a E U � Q O -j JOB NO : 23-03655 SCALE : AS NOTED SHEET NO. 4.1 v x J m O r•� 0 0 cc1 to L0 0 r� i 0 54 a- N 0 O co J to O I N 0 cn� O Q 6' to O i a E F-- 0 x `o c c i CL i= 0 v 0 M 0 LO 0 M O -�t 0 U W 4 cn 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 NEMA 1 150 AMP/ 200 AMP to lights & outlets to appliances and GFI to WH 6 Range DHVAC 50=2/0 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND isconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/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 I DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET PE�PG.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH y3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT ��— FLUORESCENT LIGHT FIXTURE EXHAUST FAN ,Qr EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) �0 PUSH BUTTON SWITCH -DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ]M ELECTRIC METER owl ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G ' J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT SECOND FLOOR ELECTRICAL PLAN - ELEV-131 SCALE: %4"=1'-0" c*y o s.ba C3 �1 LD h C3 Z ' C= c E M CV 0 CV i 0 �r- �o (•J l� ��ti t .,may c -C To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q E v O N 8 N V 0 �* , 7 - N , LL Q v a a 13Z LL Z � z IF C COo p p j (6 N CO to Q O w cn Z IILWn V N U I— UIL Z O ��❑ W M N M N0 o S W N z o J a L; V ! - Z �O N 0 41 — w 0 � w o L✓ N I� v I .. in U w E 9 r(� S U o °� c U, Q s _® N 01 o J w m C-13 z 0 z C E wog Q E 8 oLL z z0 oa � E c� o o< 1z CC)rO <10 o¢ <omo Ww uf� �Z c o , m J do aw �¢Q�� ZW00 now MENA O 0 LL <0 Z x m o0 w F WO WO M W o � �a O J '^ u, ai rn Q U :3 (� C^, T_ � U) < O (1)c) CY) I ca o 0 t1') LL N C') 00 o in Lin M Q co 'it �- ai W N CM �; o Z Z E Q cc E c a U _ Q p JOB NO: 23-03655 SCALE : AS NOTED SHEET NO. 4.2 3 v S J m 00 Opp ..d 7 N O 0 W 0 J L0 L0 O N m CO Cr N .Op 0 J Lo rO to I M pN d- V Cr C V) CL C Q N N O E F— Q N E 0 C J O.. O J N N L[ a 0 a_ MV ATTIC VENTILATION CALCULATIONS - 131 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 11150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ, FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation ventilation vented be provided Ventilation Ventilation (See Elev ) required eerie needed required soffit by upper needed ventilators Main 0 0 Floor 30 29 4 14 1 7 0.0 0.0 0.0 (Zone 1) Upper 16 2 Floor 1820 1747 250 874 62 437 516.0 240.0 276.0 (Zone 2) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ZONE-1 ATTIC SPACE SQ. FT. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • STUCCO SOFFIT VENTS - 126 SQ, IN, OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) ROOF PLAN - ELEV-Bl SCALE: %4"=1'-0" � o ® e 'a C= CA aj r Cs j E m U w to � 0j w CU a E Ee. M N O N C=) O O a�g���iYeS2p{t°'th`0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W v E N 0 4!!42 N 4 LLy - CJ J 0 O c Xp �do :5 O � ' WW O _ '(O r- fD m d o�co �m ¢ G Z IL a) w_ u7 M z ¢ L 2 ,n N Q U to F O U ❑7❑ Z W Uzi V cM N th N �l — tL � N W � o cn 9 w � Il 'I�"• U 0 w o ws �N � •s U w � ~— — E m 8 I i x� i. e s L • i'li ilI'I' ly \J/ y N N Q O ca w c� J z o z � -j !1 zo o zoa EF 8cu Da I— r0_� O C C(a x U a 0o O p0 CO Q z w z in ¢O Q mO O m J wo n aw g O� U ¢ Oi Z O U N A O LL d z as W m j O r ~ M W F a 0 d' zIo~ ¢TU � 0 0 i LO @ �\LO 0 CL 04 c O m L / T C/) 0 fn c) V T QCD N 0') 00I M o in LS) �Q co d= r m M o z Z E O N I6 ci0 ¢ o G JOB NO: 23-03655 SCALE : AS NOTED SHEET N0. 5 G c d H.B.T 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 WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN v Cn LU a 48'-0" J TYP @ 2 STOR S6 00 r� ( C PAD (go, �— T I T cn \ \ ( I - I I HVAC CHASE I rb� I I ® 0'-0" I _ BASED ON J TYP @2 \ LOCATION I I S6 STORY o S3 I vv v Z-6" x 2'-6" x 1'-0" I S3 =ice v v v L W/ (3) #5's E.W. v v _ \ I I I I ( Z-6' x 2'-6' x 1'-0 \ \ \ k -T� I GG I I r I = W/ (3) #5's E.W. S6 20' 44 \ \ \ \ \ \ -72' I I T-72' I I 14'-44" 41 811 N \ TYP @ 2 STORY INDICATES FILLED CELL w/ 3000 PSI I CONC. GROUT FROM FT. TO BEAM W/ #5 REBAR VERT ABOVE SLAB I \ \ \ \ \ \ �- ::::— (1) \ - — — 7- ; ■ TOP OF CONC,/ PAVER TO BE 4' I TYP @ ALL PLACES SHOWN \ \ \ \ L HOOKED FTG. DOWELS 5" EMBED ri ` �\ \ -I`° BELOW FIN. FLR. 1S/8":1'-0� S3 o r> I W/ 25" EXT. ABOVE SLAB "GRADE 40 -' KITCHEN \ \ \ \\ \ \ \ \ \ \ d I 0 in PROVIDE Y2' x 9 %2" STEEL 19'_54 I ISLAND LOW T-Oa" \ \ \ 15'-6' RECESS FOR FRT. DOOR `' 51 41 IWALLS \ \ \ \ \ I - --- --� 0-011 �.�:. — — -- — — — -•--� a ............... .... . o STEPS AS I r----- - _-__ :� ■ - ■ ■ M REQUIRED PER FIELD CONDITIONS ■;i I PROVIDE 1 Y" RECESS b II I — — — — -) 00 C? L _ � `-� j r �� �q - - ■FOR SGD. REFER TO MASON'S SLOPE FOR I Illy �� -1I I I D.W. III II CHASE TO ISLAND I \.�W.H,,/ " I^ WIDTH I LI _1� - - - - - J I STUB UP TO K 2ND FLOOR S3 (2) #5 REBAR � L• SINKW/DI P -4" I 1= 3'-04' - 1 4'-84 2-4z 2'-6" VERTICALS w/ in 13'-11" 2'-6" 4" M2 FOR A/C FILLED CELL 3-1/2" MIN 3000 PSI CONC. SLAB FOR ( 11 — ILL w L I zo S3 M HERNANDO COUNTY ONLY W� S3 3-1/2" MIN 2500 PSI CONC SLAB OVER I 2'_6" x 2'-6" x 1'-0"' I I I SLOPE 6 MIL VISQUEEN VAPOR BARRIER W/ (3) #5's E.W. I 0 I L_ I I 20'-44' RANGE 6 1411 21'-6" 4'-0' 26'-6" 1 -!_ 1 rI v . ..........161,7,1 ....... - - - - - - CD T-2" N - ---I - - CJ 1-31/2"& CJ I I I I I N SLOPE I T I TYP @ 2 STORY I 1 ! • • •PLUMBING • .: ' ' ' ' ' : ' � I I PLUMBING U.N.O. (SEE JJ/S3 I FOR STEM OPT.) STACK I I STACK I I 1 rr GG .. CC W/0 J S3 ( I S3 : I� • ; N Z-5211 S3 UPLIFT ■:r, n N d' :I p 0'-01, I I I I (2) #5 REBAR I VERTICALS w/ in L J :: I _ I I FILLED CELL 1 r---Y — — I -- VERIF —ELf£ LOCATION — I----------1 -- --- — — ----- — C-Af- PANS M M�� r , TYP @ 2 STOR TT (SEE JJ/S6 FOR J VERIFY METER STEM OPT.) S6 LOCATION WITH BUILDER 3-8" 1. 3'-10" 1. T-108" L Z-8" L T-4" 16-0" FOUNDATION PLAN - ELEV-B1 SCALE: Y4"=V-0" CONTROL JOINT DETAIL SCALE: 3/4" = V-0" 45 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 SCALE: 3/4" = V-0" ea m U� w CJ ev u; ca C c Q y' C,4 W a> n r 3 ro = � r= a C V M CV O CV 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W V E S N Q C O N Co Q (0 t , N 1-1M �+ O 4k ,_ 0 7 � N LL M V d *R J LL d Y (j 1 1030 LL z r �v w 0 CC:) W m O z LL LLz d you, N M Z U Vj F=- U Z O ❑[Q W N M o < N � o � 7 J— LO U) — N M z u- Q J �N 0 N w S � N A (� V w � ••, � 1— E 1 V O y in, m ¢ co Y o w M ¢ o � Z Z `L LL- 8 ❑ a ca H f6 Oz�8 fo 00 ❑ � �z wZ �o �w _ cn m `z mo 1� m =U N -.0 Z Q W E5 S F �9 �z 5Z w a Nw, W m A0 oz r2 wF �I0 MillM a v zIa 0 3 ^ �01! LO �-... Q ca CL HC 0 G ''^^ j C)7 Y Y + m m L0 T Q O cn M CA I O: LL N a) o0 .LZ o Lo LO OM Q C r C) 0 z Z E a) c a U Q p -j JOB NO: 23-03655 SCALE : AS NOTED SHEET NO. 6 ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) () VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: %6" EXP. 1 C%s) or 1%2' EXP, 1 (316) TILE: 15/2" EXP, 1 (13�6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/8' x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN'%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. m Do C> i 0 0 O co 0 J L0 Lin to 0 i m 00 O M v t� O 0 0 0 LO LO CD r� 0 I rh v N O c L Q L] v E FT u� m E 0 z c c J d 0 U J Q �i 0 0 0 CL LO O `\ �t- 5i Q U W 0 m D (/J 11 31 a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. CAPACITY CAPACITY Q CONNECTOR SYP SPF FASTENERS CONNECTOR SYP SPF FASTENERS A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2,5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8-8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2% 8-1Od 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) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD313 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SIDS 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" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" 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 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C IEPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (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 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EAC111,01 TRUSS WEB TO EACH (A) TRUSS TOP CHORD w EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-0" ON A HORIZONTAL PROJECTION, NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS j (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR/ROOF FRAMING PLAN - ELEV-131 SCALE: %4"=V-0" 0 � LU p� U CV CC �s CN 3 CM c,� C a N LZ� ,_ 0 M C CN LO 0 z >.: o d� `x< 10 " <r et �•. . _ � r ti,.. �•'. +eye •1 i t� ,, �� ;fl, 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 - Residentlal 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 Q N 0. N V N 0 � CO M 2 �rNi� LL a. a Q Z JLLry i 0 z o @��o W M o •ca N CO J Q W U) g� ¢ m oIL W Z IL d mow M Z U 0 N rV H O U ❑❑❑ Z W o g z co N z o � Q v Ln N ch �-1 - U o w m p �_ m U 0 � C V) w U � L= ca r— — E � S •. o L z,! U o N • U) °°Milo Q CQ o N v� o Co J w M M w O Z Q Li pp E �o � 'zo o a C6 F M�a 0o CL a E o¢ a� o� �¢ m ra L �z o wZ C ¢ z 0U m O ZLL zIts ca m m ¢w 5 3 ¢� �z U �� az NW W m Q O r = �z 'd <F =3 �� o v �o a= 3 zla o L 1 ^ L , N rn 2 ^� Q C7 � H N r U) m m LO Q 0 U) M 4— 0) I N2 O 0 LO L- 0) 00 .0 N o U-) LO M Q � d' r ni N M N o Z co Z ECU O y m E IL U -1 Q p JOB NO: 23-03655 SCALE : AS NOTED SHEET NO. 7.1 3 m LO O r� 1 a V) 0 1.0 0 J to 0 m LL) 00 I+i Co 0 CL) LO co to I N 0 a N 0 Q N 0 Q E 0 x 0 c i a J N F 0 r °j a 0 a. N cz LC 0 W Q m CJ1 CJ3 CJ5 CJ5 CJ3 CJ1 (2) X -(X X ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft JIND SPEED (ULTIMATE) 140.0 MPH JIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 49.57 GABLE -38.22 -38.22 1 -60.99 1 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE! NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 CY16) Or1V32' EXP. 1 5116) TILE: 1%2' EXP. 1 (33/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%321, SHEATHING SHALL BE FASTENED m 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. U v v v v U U U .Z.�A CJ1 CJ3 CJ5 Mani.M No � I ¢ � ail Q "-l� In • ; Q �. v Q .ram. ¢ � ;' Q �. '; ... ¢ ... ... � ... Q Miami ... Q _�. .�. :.: lan"."a� : .. CDW _1 .I I I ' W W � �• J--77 J1G • w an 000, •. . . W ' ¢ ¢ ¢ m 63 m a Q allan, aaaa Milan aWWa .Nm Manift a;.;... �.� Milan Milan, I annaij Cl) LO U U U (2) vo� P. X (2) X SIM WOOD WA S5 WALLL HIP ROOF >20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 -10d x 1 1/2" B HETA16 1810 9 - 10d x 1 112" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8-8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 - w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 1 0dx1-1/2" HTT5 5795 518" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 - 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F W ) 115D SINKERS& I LUGT2 3100-M 4520-F 3100-M 3800-F w/ (3) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 1 555 1 535 1 10 - 10d SPT22 735 8-10d SP2 1 1010 1 605 1 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12.02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD aQ 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 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY :ARRIER 12 PLY CARRIER x C lNT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-131 SCALE: %4'=V-0" N .o ® W c�a CN y C � a, cL w sv m = c M N 0 N O o To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W1. a 0 o mU N V I 0 W1 ID N O " d d a 1 13Z mJiLL Co J Z co 1 V D ie �p s q x3: �i z 0 (4 NCO M uj Q ¢ Lu W ILW ILW o � o X o N M Z U ,n VZ I=- O U ❑01 U � N fh (7 O Z � � z O Q J Vl M z v (D 0 , 4-1�- �_ - _ . w O w o {10e Ly N IN^ I �vl U C w J P- m i ! � z� 0:� in TO Milo Q N O i o J w M L_ z o g� T m Zs Z® a o U s� z oa n3 20 x� 00 o E a� $Q az g wz r C� n3 _ ¢o mo r zz J 'aw ¢ ' s� 0� g z <0 aZ nw W m �p F� oz J 3 X 0 IIIIIIIIIIII� o M v w zI< >0 0. F 0 3 J ^ L LO aL cc Q 0 ,— (n N ` LO Q O N c M Q± I o O LL N00 C� Lo_ LO 00 Q � � r E c M z co Z E O N ca d U Q p C JOB NO: 23-03655 SCALE : AS NOTED SHEET NO. 7.2 3 v J m LO 0 PM 12 v C' O cn 0 J LO co 0 I M m 00 v No J LA LO C O 1 v Cr 0 L a M tV N v Q_ E 1-2 0 0 9 i a 01 aD L� Cn N O w' 0 0 N 0 U W 0 Cn GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8 meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7132" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . O Safe vertical load Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS C - • • • i i (9)©. ® ® ' • a a �� 8F44 1 B/1 T 8F40 1 B/1 T 8RF400B/1T 8F321B/1T FORM & GROUT SOUP �U 0 #5 BAR CONT. 8F12-1B/1T O 'y'LINTEL DETAIL SCALE = N.T.S. 01 0 a a IKamm € j E j€ I TI C UCJIUIVHI IVIV F = FILLED WITH #5REBAR MIN. ATTOP (1) REQ'D ALTERNATE POWERS GROUT / U = UNFILLED R=RECESSED -1/2" CLEAR STEEL LINTEL 4 ° QTY. OF #5 d O REBAR @ BOTTOM ° OF LINTEL CAVITY 4 ° .M.U. #5 REBARATTOP w a ° a MIN. (1) REQ'D 1-1/2" CLEAR D = 8F16- B/1T Q M ° ° a Eo 0 Z C 4 ° GROUT ' tNOMINA to 1 x QUANTITY OF 5 REBAR AT = Lu C.M.U. WIDTH #5 REBAR AT ° O BOTTOM OF a z Lu W 0 TOP o LINTEL CAVITY w ra NOMINA OTTOM o a 6 o z HEIGHT REINFORCING ¢ ¢ Ci 2 7-518"ACTUAL PROVIDED IN u Z d w L 8" NOMINAL WIDTH LINTEL ¢ C7 cNo 5 REBAR AT BOTTC (VARIES) in Di a , AS INDICATED MATERIALS . c precast mtels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi wl 4. maximum 318" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. 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) 2x8 #2 SPF STUDS @ 16" O.C. W/ (2) SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) X" TITENS OR (2) 2x8 #2 SYP STUDS @ 16" O.C. W/ (4) USP MSTAM36 STRAPS ((2) STRAPS EACH SIDE) 2x8 #2 SYP P.T. BASE PLATE W/ Y2" EPDXY ANCHOR OR Y2" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES fALT.) 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 STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN T/WALL 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING WALL SPLICE DETAIL SCALE: 1" = 1'-0" LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @@ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O 4'-6" LL OB 5'-8" LL OI MIN. 17'-4" LL LINTEL PLAN - ELEV-B1 SCALE: %4"=1'-0" "11 C N ® o � e >_ LU cm Q o�Co>< CN "> E cc v to ,M n � CE a� �E M NO N 'a O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential An Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E M So cj co O N ik Y D � 00 fl) �(m0� N 9) Q a a dGO m LL LL U Z Z 'S- O o O O a a l6 N (OP cou Q W cR�°'°' - 0 m Z Z LO M Z W N N u) O U Z ❑�❑ W co Z N t7 0 00 Z � N Q J - a N M Q)_ �N CIO (� w m O w o A U) U W J E I 5 (U �ipllll yI (n i m _ o W � J O L- o ca V zo - �z >m Zo Z® oa m 20 0o o (0 o� ZWo¢ GO (� a? I. L o Z o az W Z Z C7 ru � zZ¢ Z 10 2 Z-v m =i v2 a< > Z <W gZ > LL a W m ao oZ �k 3 J FIB o M uj � o a v o �C:) Lid LO Q CC13 f�- N Ile M .2( LD CV Mm Ln T }j U) N CM �I Q M Q .� o t j LO � Q co T E co o Z E p E 4) Q U J Q Q JOB NO: 23-03655 SCALE : AS NOTED SHEET NO. 8 3 v m LO 0 ;v v 7 V) 9 -o 0 cn L0 M 0 M i m 00 0 t'7 0 V. co to IV I M i v tr L0 H a N N v a E E 0 c d 0 LL N N LO c�a LO 0 CL N N K 0 v- Uj 0 to NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM ) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7, 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDES) 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 Yz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 51TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91.05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 2. 2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91.05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5, PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG, PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2. 1. 2, UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2,2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM : 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. A 1 M-12 IN. GRADE 40 f = 40 Ksi REINFORCING STEEL SHALL BE ASTM A615 / 6 5 M G y 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-1851 A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2. 1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 112" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED Wl CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3, ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1., FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0,131 ", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM, 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'S 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= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEELERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4. 8, SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8. 2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95%" MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" f the building side wall. p ay I o g 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. mB st be removed beofore exterlorpSollrtrea mentor along the foundation perimeter 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318;1.6 - An exterior vertirl chemical barriermust 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 before be issued. pest control company a certificate of occupancy will The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'4' 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. It ® o LU W o � v a- b y C � � CL n, Cu c E efl . ea M 0 [V No .���:��_• ;MI6 ���� f ,r4; 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. QW Lo vE o� O M U N 0 4)wQ) = Lo CO 'n LL• LL dJ z 13 a fnaN,O� u a a @ LL u_ J Z 0 0o moo, � o � - C W IL IL 5 6 ie -, < k°,0¢Kz inU4 z < 0 0 04 .. < 0 rn O C) ❑Lj❑ W v �m� N M O o U) W vN N co z o Cz 4-LL CuLU W U -� O g N � 7A �N (D oilW U J _ E t B m i •. Vl w� z N 14Iffil o CM2 Z 22¢ � z Q o U M� wz zo z® oa H fCi 'IE ro �0 �¢ Q`; ?o 0 1z wz Qo c m ¢ m mo of Q W 02 �z o W O ao o ¢� I F i° a nj -ci- `w zla 0U 3 E2� J LO LO rn � i-� Q CV Y � � r _ r� U J m 00 LO al O U) to N ca 0 Lr) ILL Cf� C:) ce) Q r- � 't T E c CN co Z z E O c Cl- E U _j q p JOB NO: 23-03655 SCALE : AS NOTED SHEET NO. S N i v J m co 0 M O c O� L to M O 1 N co co r) G13 0 cc J LO to rn 0 I M i Ft `v C1) 0 H a N 0 a E a E C 01 N t: N N LO 0 0 a S 4 0 U W 0 m c THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING I� ......... .......... I : <. L ........1-'k....�..�.... . 16GAx1-1\2" LONG (3/4%1" CROWN) M X.::::::::::: }:::::::::: STAPLES @ 6" O.C. VERT BETWEEN I. I.........�....... 16GAx1-1/2" LONG (3/4"-V STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6 STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09,24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* "*ONLY APPLIES TO LENNAR TPA/JAX** CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H H C G 0 O 0 Cn 5'-0" ¢ - 11 STUB -OUT FOR 0 1 -011 C:)o GAS METER O N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood anels or 2 x _ p 1-118" or two 1/2" 6000s 1.811.7 wood panels 2 x _ + 5/8" or 314" wood panel 1-1/8" or two 1/2" 6500s 1.811.7 ,,mod panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° 1/8" gap / / FILL CELL STD. 900 HOOK BOND BEAM cn w STD. 90° CONT. #5 CONT. #5 BAR HOOK BAR #5 CONT. FROM NDATION TOHIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG, WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. }Small gap 2" min. 2" max. � 4" max. 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection, 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/PI ood/0 B web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails y^ S e 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 Mangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION Birdsmouth�uts. N.T.S. Under 2nd floor column w/ loads N.T.S. higher than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pif max along load bearing wall. Load bearing wall must stack * Non -stacking wails over squash=20 blocks and require additional consideration. Check wall or beam below.* local building code for appropriate 1/16" Z details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam O Boise Joist Blocking Use 3" f 10d1 nails at 6" o.c. y, Q1'/ Provide adequate bearing J for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. ivv nv�r=o tcn'-,cr r MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE D IN BEARING ZONES (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges 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. 6" A 1 2' ROUND HOLE MAY 6 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1 z" 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 1)z" LEM 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 SET WITH THE 1y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S, N.T.S. Joist hanger Web Stiffener Fastener Schedule 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 SET WITH THE 1y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S, N.T.S. Joist hanger Web Stiffener Fastener Schedule Joist BearingLocation Series I Depth I End Intermediate BCI5000s® 9-1/2" 2-8d 2-8d 11-718" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BC16500se 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC160s8 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90sw 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS 1 5/8"0 THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE 1.0 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 A/C CHASE 4" PVC SLEEVE THRU STEM WALL Im _iME Mo Backer block (12" wide min.) Nail with 10-1Old nails.I=f IInstall to flange. SLEEVE THRU STEM SEE PLAN FOR °• . • ° ° FOUNDATION INFO 4. a' STEM FOUNDATION y \ - 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 K z 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, eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist " depth I -JOISTS BUCKETS N.T.S. GRADE a REINF. SEE PLAN r (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN /2N% NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 1 d a I"l�I� �IlIlI? I d d. l 1=11 L� PLUMBING LINE PVC OR SCH40 SLEEVE �--- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PLUMBING LINE PENETRATION a A. a d d • a . • SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE ` da. G da G a a V ° d a d a a SEE FND. PLN. SIZE & REINF. N. C%4 0 Q -o C W o c = C ��� � m . 79�, 0,� a� eh N 0 N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W d N U O N N co N O 0> :? u a a aj a M y LL U d Z Z ZJ -o a0 p O —L , 0 V. 0 �_ E O _ o ED @NCO �] J Q WI&I ��pjO' z cc LO d o w M Z H U C aN Z o ❑00 W Z N g 8 < m z o J T r M N z c� Cz Q) � �, w e a V _ u, S C w V) v C W J _ E 2 ID U y C ° ° _® ¢ N �0 a M U_ za y z LL Q z❑ 0 >o Z .1 Z® 1— (D14� 00 _ o E � r 0� W `� Z ¢a �Z �w C":) ru C a zz 3a =o Fo oLL m <� ¢z �Z oa -z A w LL r W m <0 ozw a! �k Q = w� ,o .J �< z > CD J LO LO rn co O \VCD m m LO Q rn M O co o C:)Ln F N 00 o in LIl7 M Q co r a� T CY) tV o :E co O � c a U � Q p JOB NO: 23-03655 SCALE : AS NOTED SHEET NO. SN 1 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'4" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R9051.1 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 & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E ROOF FLASHING AND ROOF FLASHING TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 w/ R903.2, COMPONENTS FLORIDAD BEA BUILDING CODE IN ACCORDANCE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER Rp SHINGLE ROOF, SHINGLES TO a ' BE IN ACCORDANCE w/ ASTM -1 I -I I 1-5EI m I I —III —III —III- -III 11I 11 I ° I III—IJ—III—' D7158-CLASS G or H, or ASTM I I _�=III=I I p • 1-I L==� D3161-CLASS F, IN 1=I_ 12 ACCORDANCE w/ TABLE _ rI l I I I —I IJ=11 I= I =1 TYP.) VS R905.2.6.1, FLORIDA BUILDING ARIE-I I I I (=III-IIiiI--iIl (II ICODE 7TH EDITION (2020) 8 I l i-III I I-� RESIDENTIAL ROOF SHEATHING - SEE INSULArION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G m F\! VARIF4// SEE TYP. WALL SECTION SCALE' 3/4"=1'-0" III, I 5/8" OR 1/2" HIGH-�' STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER 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 -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C,-/ 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. PSI CONIC, N S C M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1 AXW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE c .E - , L 6 MIL VAPOR D =1 I = - 00 - BARRIER - I p ,� 4 I (� D; COMP. SOIL. (COMPACTED TO 95% 1TI= MODIFIED PROCTOR ITI I I=1 TTI ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 114" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = V-0° S3 OPT: DEPRESS SLAB 5 %" DEE DOI PAN COI I SEE FOR REINF. INFO. L 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8° (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND O.H.D. RECESS z M� *y- 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF e " " " BLOCKING @ 12" O.C.w/ 5 (U.N.O.) HIGH STRENGTH (U.N.O.) (OR / GYP. TYPE X @ (2)12d TOE NAILS BLOCKING @ 12' O,C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR %" GYP. TYPE O @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE} CONNECTIONS. 811x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F, DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP 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 104" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" 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.) E __11 SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS SIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" OIL (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE F F O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL A @ 24" O.C.) 2,� x 6 W1,4 x W1.4 ATTACHMENTS 2r 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH WWF OR FIBERMESH ELEV. 4-3 1/2" z 31/2" MIN. 31/2" MIN. A,F,F. o , p p p v 2x4 CONT. - c, w t b p ' _�=III.-I'31/2"(min.)- 4„ o b a ' : 9` III=I I =T' 1/2"(min.)- 4„ I L __ p —I -1 I I --I Ir � GARAGE DEPTH VARIES 31/2 (min.)-4 �I,;; 3112 (min.) 4 - r -T=1 I I_ IZf—DTI--Lf f—I I El I I= I :I'I I R iT1=1 IT MITI— III 1►1=1�T 1�.m.I (2) #5 CONT. 4„ 1 �-41 8„ (2) #5 CONT. 4,� �' 4 8 uAL GARAGE SLAB AT STEP rB MIN.TYPICAL BEARING WALL STEP TYPICAL BEARING WALL STEP SHEARWALLrc,_�@ @ CC SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 Y CONS�N��Jsy� `�pSEC�R� 1/2" OR 7/16" OSB MIN, PLYWOOD SHEATHING Qcs•� NAILED W/ 8d COMMON NAILS @ 4" 0!C 2x SP.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" 0/C LOAD BEARING OR INSULATION PER FBC AND ENERGY �`�' ccN 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT .- INTERVALS NOT EXCEEDING 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 1"x P.T. STUD INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR 10'-0" (R302,11) #5 VERT. IN FILLED CELL 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR 5/8"° x 10" "J" BOLT @ 24" 0!C W! 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"R' "J" BOLTS BOLT 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS (IF NO UP LIFT ON @ PLATE WASHER TYPICAL 5/8"DIA, EXPANSION BOLT 24 " 24" O.C. VERT. OR @ WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR 3500#, MIN, TENSION 2600#) *SIMPSON SP1 SPACED EVENLY 2X PT PLATE #5 REINFORCING FIBERMESH Q BOLTS 6" MAX FROM 6 x 6 W1.4 x W1,4 N w/ (10) 10d NAILS cv WEEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH T E b �,P 2x P.T. PLATE PER MFR INSTRUCTIONS o C0 ASSUMED FINISHED E o p #3 OR #4 REINFORCING BAR _ GRADE N ' ° ' z #3 a #4 LAP SPLICE GRADE 4o MIN, Fy= 40ksi a a - [� ° D - GRADE 60 MIN. Fy= 60ksi] � _ _ to °' o MONO OR STEMWALL _z �, - _ - p , FINISH GRADE °O M 25" MIN, LAP [30" MIN, LAP] [ a -1 I I—L=1 I D I 1 I1-1 —III—III— I I I lid 1 FOOTING MONO SHOWN r-I I °O 6 MIL VAPOR BARRIER I I I p ° h-�--` I I=_ 00 w FOR CLARITY _ ZI I p' 111==1 I- z T- #5 REINFORCING BAR R 1 7/8 I —III IJ_I—I I F T- 11�—Tim t I f jI L- ' I l • 11 fI—I ► #5 LAP SPLICE (2) #5 CONT. — i I NOTE: �° � - ' � I � . I I=I� � � � ( 36"MIN. LAP [36"MIN. LAP] ON 3" CHAIRS *FOR BEARING WALL -' - r COMP. SOIL. {COMPACTED TO -f ° _ - g 1'_4' 8" 95% MODIFIED PROCTOR ASTM I W/ UPLIFT ONLY _ _ �I=-I-ITS=r D1557)T�- 1 = 4" 1'_4" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL w/ UPLIFT rG SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" SLAB INFORMATION. SLAB INFORMATION. S3 6 x 6 W1,4 x W1.4 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N,O.) min.) 4" FOR TRUSS o • a e . AT 24" O.C. MAX. CONNECTION INFO ° ' - O0 = _ GRADE m�- SEE PLAN FOR - d- - - - TOP OF BEAM &LAYOUT DESIGN a - a _ tTi rii—n I—Ti—t a 4 �. I I ICI ICI I I7 cat !t -- #5 REBAR w/ OPT. SEE ROOF PLAN a, ° — r=ICI=ICI III= I I= I -ScRE�N,ENCLOSURE (I I =) I I S -III- ' (2) HTS20 FOR STRUCTURAL � (-ii -11- BEAM SIZE &t , CONNECTION INFO MIN. PICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 PT 2x 1/2" GYP. BD. III 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6-�' ' �- 8 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 W ° SCHEDULE ¢ SEE TYP. WALL SECTION FOR ADDITIONAL w SEE PLAN FOR STRUCTURAL SLAB INFORMATION HOLD GYP. BD. w COLUMN SIZE AND BASE 2» 1/2" FROM SLAB LU CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM o CONT, BEAD SEALANT SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND 9r .: a INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE EXPANSION JOINT a". SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" 4 ' -3 1/2" COLUMN TO PORCH SILLASONRYINALLAND 13" O.H.D. RECESS a �� GARAGE ATTACHMENTS & 18/D1 O.C.0CPAD FOOTING 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAME TRIM PER PLAN 8" MASONRY WALL r CONCRETE NAILS W 1 1/2' ATTACHMENTS EXTEND FILL CELLS M EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C• TO FOUNDATION PAD M ." �. STAGGERED, FROM BOTTOM INSULATION PER CHART Z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ' �I PLATE TO CONCRETE ON FLOOR PLAN w SIZE VARIES PER PLAN M Ia-M • y MIN. SHEAR 180#MIN. CONT. BEAD SEALANT Q > Fw! MIN. (2) #5 VERTICALS = z GRADE _ III-11 - ( z — — W �i =1J—I T I oo TENSION 120#) CONCRETE SLAB > _j FILLED SOLID (SEE PLAN FOR _ I- 4 - = 6 x 6 W1.4 x W1.4 is "� SIZE AND REINFORCEMENT) LU LU WWF OR FIBERMESH �, z w Q r v -III-1 I •� 1=11 °° = a . oLu � w • • • zQ I=� - I=1 BRICK PAVERS or SLAB PER o o • I I < • r ' _ N T f f= I I- = - ° �' COMMUNITY SPECS "- SEE A/S3 OR J/S6 -�I I I II ,� II I i�= 6 MIL VAPOR T_ !'�I 1=I I=1 , L l - - - - - 0 -0 FIN. FLR, ( - -- TL JTJ1. � � � � �= iTT ��TI=1 1=1 ll� , i ;- i , , FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER =I I- =1 BEYOND 1'-4" (1 STORY) �LI k, �l l l ,III III, ,. •REINFORCEMENT-- , , , ...� SEE FOUNDATION (AD 3 MIN, CLEARANCE 1-8 (2 ST RY) 4" 4" ~ .� .. CONC. PAD INFO. SEE SCHEDULE)FOOTING WIDTH SEE SCHEDULE GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG.rK TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" SCAr.E:3ra^= r-o" SCALE: N.T.S. ADDITIONAL INFORMATION. S3 S3 C3 W � v CCvM co E" . C= v. 0 CV L0 . t o ;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, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. T 4 U E N C) M <D�ti I �� N o CID I 0 i%i CJ3 t` ti LL W QM ov a Wa m u- u ° U-) z � _ � z 0 z L O w 'co Q I W Z _ N CO m ink °r,'°' Q z co uj Z M U p= Z OU ❑O❑ W I N M 0 2 � N �- M u- c` U O^US L l N N � all U � Ll.l i E 8 =° Q) o N O> ®1 C M z_g o W Z g U E pE za z >� Zo ® 0 oa o o¢ a� �z 0o� � a wz wo W� z�y C m J z sI ..0¢z O z'�` :5 " 0. �0 C 2 gz sun m3 W� a w w aLL Z S3 � oCl> wF � �E as >� rn �-�LO Q Cr Y �' r ° CN m m � LCi Q O to M N C� a O o -0 04 LO C37 U') M C co .zr T E c CO Z z = O E E N � m _ LL U J Q p J JOB NO : 23-03655 SCALE : AS NOTED SHEET NO. S3 (MONO) -v m co O -112 42 rn y9 O 0 to 0 N m I0 0 0 0 LD J L'C CD 0 M v Cr 0 a N 0 i CL E z 0 v 0 J LZ N 0 0 0 a_ N N 0 w 0 8 Q m v 12 \TYP) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.)—� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK „ VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE WALL ISMAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR —\ WALL FACE OF BLOCK WALL IS 21 /4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER /A PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAILrT� SCALE: N.T.S. SEE TYPICAL WALL SECTION 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/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT ERY OTHER STUD W/(3) 0d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW Si 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD = _ SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE OOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8716" K.O. BLOCK W/ 195 CONT. MOISTURE BARRIER AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK / KNEE WALL ABOVE MASONRY WALL DETAIL / F- SCALE: N.T.S. MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE —SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. CL TO DRAIN EXTERIOR WALL CLEAN -OUT q WALL SCALE: N.T.S. 54 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALLAS SHOWN. 7 5/8" 8" 7 5/81, 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 d d a d a d 4 8" STD. 90 HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O, ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES; 1� 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. 2Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. �3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4 FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE w > O t FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR-- �� GARAGE DOOR ROLLER CONNECTION ASSEMBLY .., GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. d a 4 8 n d a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL, RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. A , S�cF�O�V 2x CRIPPLES @ —i 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING C� MASONRY LAYOUT D SCALE: N.T.S. S4 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 vvvn r nwn W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN • INTERIOR HEADER: 54 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2X SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. 54 GE SIMPSON SIMPSON A 4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C 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 RUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FBLOCKINGW/ 2-16d TOE NAILS CH END EA FASTENED TO TRUSSES WITH 8d REQUIRED 11 COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T ) LU 0/C FIELD 2x TOP PLATE � V 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS - _= CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA, STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF, INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL /8"xl0" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE TION 2, P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF AB., SPLICE STAGGERED �. tit//v 10d @ 8" O/C ��Sr. • . ATTACH ALL EXTERIOR STUDS W/ 1,4)16d TOENAILS T076PPLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'4' LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS SIMPSON C SIMPSON SP4 SP2 INTO TRANSOM TRANSOM FRAMING FRAMING C P.T. SEE SECTION J/SS -ATE AND K/SS FOR ADDITIONAL DETAILS SIMPSON SP1 LIINTELS 51MPSON j SP4 SIMPSC SP4 7. SIMPSON SIMPSON SP4: SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 / SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) > (4565# SPF) > (5645# SPF) > (6970# SPF) G (9335# SPF) N. 8" 'OXIED A.T.R. I & NUT 'OXIED A.T.R. I&NUT DRIED A.T.R. I&NUT SIMPSON SP4 �2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE 4 I 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C, MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 ROOF TRUSS ABOVE F 2X BLOCKING -(2)16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A cTor-r �r�Grl TRANSOM FRAMING ° ° BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES c E SHEATHING & 8" 0/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX, (MIN. (2) PER BOTTOM `1 R,—I 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R REV. 06.24.22 SCALE: N.T.S. 54 ®w cz�. 21b.. C."D - - gC3 �a CM O CV 0 Ian ..' 3B T 3 n ,�9p�:sG�t a oti" 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. MAMo otE 20 o B BAR O N " C. 0 Wr 1 -, N - L-LLL �CN0 u U,,a a a a z JLLLL _ z O Z m rn O Z) w ��� a o co N m < 0��� z d W 06y M z 6 0= z N Z OU ❑�❑ W � N M o W N � o � =t a Ln N M o 4.1 a U O Wv) Lu m-_ W ra in 09 r 8 me < 0 2 a w cC.0M^a J z a z LL u z❑ §1' ;N Zo o, M� CL �o, a E &� 0, L w� rz az < mo o� z m oQ ¢w 3 o go VJ oLLLL az m o a� Y C7 W F 8 1I1 ol >CD J LO LO ai Q c� Ems— (V co =3 T_ Cr T _ r^ v J " m co Li) �,-- U) Q 4_j o to M C� L.0 LL CN OO o in LO o ai E � N M N ci z z E d :° m U 4 JOB NO: 23-03655 SCALE : AS NOTED SHEET NO. S4 v+ TJ" m LO 0 M 41 o• N 0 -2 J LO c'oo 0 I N m LO oo 0 yr 0 0 0 c 0 3 a 6 N O o_ E r E o `v i Cl- ;z 0 U J N LL M O 0 5 a N N 5i 0 U n m v SIMPSON HGAMV W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (i 1 /4 X2 3/4 TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE- [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS --- 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX 9" BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL 45°± z 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILV 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT = @ 8'-0" 0/C. EXTEND AT LEAST 90%OF EACH JOINT W/ (3) 10d Ir "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 wl O 10d & 3 FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR d TOE NAILS @ EA. .• BLOCKING • 7/16" OSB SHEATHING E2ND ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD OR AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP, BOTTOM 7 OS SHEATHING ATTACHED OS 10dX3" @ 3" 0/C CORD ATTACHED W/ (2)16d TOENAILS w/ 1Od NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING, DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3) 1 Od / 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" 0/C FOR THE (2)16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS W! 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & \\ AND 12" O.C. FIELD BOTTOM ATTACHED \ (2) 16d NAILS W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH 1" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" 4" O/C SPACED WEEP SCREED - THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL °� 1/2" x 8 J BOLT @ 48 O C @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4)1/4"x1 1/2" SDS SCREWS TO } MOISTURE BARRIER SIMPSON META12 w/ (7)1 Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK- MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" O PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)1 Old NAILS NOTE: IF EMBEDDED 1 0dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4 1Od NAILS & (4) 1/4"X2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR N X-BRACING, AND TOP r `" SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° oo ao SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES bo 1 1 oo 1l " 2"x4" CROSS BRACE (2)16d NAILS APPROX. 8" FROM -2x4 RAT RUN BRACING RIDGE FASTENED AT „ AT 24 O.C. ON TOP OF it�y EACH JOINT w/ (3) ; BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS 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" 0/C FOR THE • (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL FIRST (4) ROWS OF O/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS = • ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL i 1 OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLETRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL L EXT. WALL CONN. @ CKIN 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCOdx3KING, 4" FASTEN WITH �2� 12dOT0ENAILS/ NON - LOAD BEARING LOCATIONCOMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF rD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4' -0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS (� SECTION r CROSS BRACING DETAIL 12 6.9 MAX. 41NIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT 2"x4" MIN, SEE M/S5 SCALE: N.T.S. 1 GABLE TRUSS S5 S5 12" 12" ;SH SCHEDULE tTTACHMENT 2 SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SCALE: N.T.S. S5 `-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) a 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 Old 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/ 1 Od 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.0 TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL SIMPSON SP2 W/ 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD 12) 10d ( ) 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 7 SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 20'-0" MAX 20'-0" MAX 'W? BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4' TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z a BRACING w/ (3)10d x 3" AT = • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM _ MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-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" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 11'-0" MAX. v � CORNER JACK � U W z 0 HIP FRAMING REFERENCE PLAN NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN(**' L AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS 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 W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30 0 SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION N ® rs . d �� C y cc yacv "- � '22 � : �H M N 0 N 0 aes:= 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 03'E SN .4 M 8 N c-o ci N O' J C _ N �Mo� ° a v a a u- U_ co z z Z 0. O p L O 7 Ri N C_O m Lu Q W J 0 co W z' n N Z a 0_ m a N U n- „W O U ❑❑❑ W V M z N M o� z�53 z o 4 N M z Q) o �N c/, a w m a �V O W o V) w r i, oft E z I L $ 0 9 tv 0 i-4 No is o J C"J M Z Z J c E wo Zo z® ;z o E os IT ro o< °� of a=&Z 2- wg ww in ¢z < mo o LL d C p U "m Z F ?M m J <� iw �Z 8 � ZQJU ¢ Lpw � ao =3 o z°�t < 3: LO LO Q cu 0 � Fes- CV V U •' m co r � U) N M C:) Lol -0 LL N � L0 M T-- co NCB o m N E °� m c E i U IL ° Q d JOB NO: 23-03655 SCALE : AS NOTED SHEET NO. S5 3 -v E5 cn In 0 21 tzr co 0 -2 0 0 I N s J tb 0 0 0 0 J In 0 ID t M i 0 C� R i c 0 3 r N [CV v d E H M E x 0 c a i 0 Q J L� 0 L 0 0 CL O N tz U 0 m 0 N ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL �12 ems\ I INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB------------- DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ER PLAN AI 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 J '- PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 rn FOR MORE INFO W o = 7/8" CEMENTITIOUS FINISH PER ASTM C, 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD f- LAYER 1/8" THICK. LU 1=L W vj —INSULATION PER CHART ON FLOOR PLAN B R S6 S6 ----METALSEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH SIMPSON LSTA24 STRAP w/ (8)10d x 1 112" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL-----_._ BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALLI/N SIMPSON LSTA24 STRAP wl (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS 'END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS N SCALE: N.T.S. S6 (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. a a AT GARAGE CONTRACTOR 2ND FLOOR FRAMING -SEE BASEBOARD N TO CUT BLOCK OR POUR SECTION J/S6 MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE DECKING RATTACHED WALL SHEATHING MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH TO BOTTOM PLATE/CHORD W/ 8d MUNICIPALITY 410 6" BELOW GRADE ;. @ 4" O/C, 2 ROWS STAGGERED c d % ' FINISH GRADE oo FLOOR TRUSS SEE FRAMING PLAN r e ,a M will FLOOR TRUSS 4°O SEE FRAMING6x6 W1.4xW1.4 I� I J a a A" 4. .". I —I (—I I =Ill= _ �' PLAN WEEP SCREED I I �I I1-I I -I 4' I I -I J- o z INSTALLED PER MANUF. WWF OR FIBERMESH SIMPSON HETA20 w/ 8 10dxl 1/2" —I I=I 2 x4 CROSS BRACE @ 48 ( ) NAILS 24" O.C. INTO TRUSS '-I I I I I I I III—Ij I I I O/C FOR THE 1 ST 2'-0" OF BLOCK KING & MIN, 4" EMBEDMENT STD. 90'HOOK END WALL W/ (2)1Odx3" @ EA. (3) # 5 REBAR ON 3' CHAIR (SEE DETAIL W/3" MIN. CLEARANCE 4" 1'-8" ) END INTO 2"x4"BLOCKING IN KO BLOCK TYP 2-STORY WALL SECTION J SEE DETAIL MORE INFORMAMA FORTION REV.03.16.21 SCALE:3/4"=V-0" S6 2ND FLOOR FRAME CONNECTIONrR PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS@1—"" 2"x BOT, PLATE (2)10d @ 6" 0,( PRE-ENGINEE FLOOR TRUS,1 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 U INSTALLED PER. MANUF. c SIMPSON HETA20 w/ (8)10dx1 1/2" C NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK B 15132" OSB AZ EXPOSURE SHEATHING x PROVIDE x BLOCKING AS REQUIRED PER D o SECTION X-X IF Lu NOT FULL H HEIGHT SHEET C z z M G FLOOR SYST (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI F F SHEATHING uui T SOLID 2x 9 C BLOCKING (M ALL C SHEATHING 0 EDGES (SEE OPENING SECTION X-X d0 C x �W xuj E I- 2x STUDS w BEYOND. u SEE PLAN U) \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IAIAI 1 r1 r\/A-rI^kI r%IA^r%AAA FLOOR CONNECTION g 3/8" @ MASONRY 1 ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 SPA, FOR ADDITIONAL INFORMATION. 74 SINGLE NAIL EDGE SPACING TRU RIBBONS DETAIL (FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" "6,) NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 1 U-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN, SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH A ,4 T— !° I�LTFI I1 i I I,TI 11 �I I I —III —I I t -I I,�=TCHAIRW/3"MIN. (3) #5 CONT. ON 3" 81, , �—' 1 8� r—� 8„ CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7116" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END, NAIL FLITCH PLATE TO VERTICAL wl (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O,) 8F40 (R WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM %" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 Lu JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT F¢- PENETRATE SURFACE MORE THAN v7 z OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C, w/ 8d COMMON NAIL z S @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. co O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J a wl 8d COMMON NAIL J 2 w LL � O SPLICES @ HEADER - NAIL SHEATHING TO HEADER OF J > ,s O ¢ xF 00to w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. ai OF M LL Z 00 �-' OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N W O MEMBER IF GABLE END LL W NOTE: WALL SHEATHING INSTALL. C . S6 & NAILING SCHED. REVISION 12-7-2020 • Sd NAILS FOR WALL SHEATHING MUST BE MIN .131 X 2 1/2 • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN 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 SEE PLAN FOR REQUIRED-- CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP, P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONTALLY @ INTERVALS NOT EXCEEDING 1U-0" (R302.11) 500IA. 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 G e. A .. q 4' j M III_III_III_II a •, e a. ' IIIIIIIIIIIIIIIII.9 � - d 4 M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'-4' (1 (2) (1) 2 (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. 31RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)10d NAILS AT EA, STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. FINISH GRADE 60 -III=I' o z 1_I I I A l l ►— ' (3) # 5 REBAR ON 3" CHAIR 4" T-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING V @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. S6 iy '. V m =p > w ei a' e c,s rs a � Li - cc a CV �' co -ztw 4C -_ 0 is 9 f,3 a� ay, � scl c� M GV O CV LO O 'j. sC �•, SLiT Cr To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodde Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 4 V E 8 N 's O N 5 N O N M �Mva u IL a c .4 J a Y ii Z 0 = �o� 0 o cc W WW�pjO' z LL IL o cd O W N M Z n U rV I=- od❑1 1 Z W V M � Z N M z & S Q J o= U) M 1 QJ c� n o A U C) 0 LU S Cn un f6 ~- c LU E o i L Z g? to, u o c911 N 14 o �, ch o z z z¢ 11 ce 8 E14 Z O U"z Y N zp oa Im f0 ao 0o _ CL E o o 0� �_ L wo �z �� ,� CO C ¢o < mzi o� M I U om z aw O �z U N ? a9 z d n z W o ao �0 �3 0 w =� 0 Cn 61 zi< a 3 O J LO LO ai rn E2 Co ~ co C 0 =3 0 U m•i--+ Q O "� can c)cc 0 C) N 0 00 LO C)L M Q m d• T CV M o Z Z E CD N E a w c a c0 _j ¢ o JOB NO : 23-03655 SCALE : AS NOTED SHEET NO. S6 (MONO) -v m LO (30 ro L v r V) 19 6 0 LO co O L0 0 cc co co J co C] I rn N d �I- ID v rnp0- .C? C 3 Q CY C7 0- E w 0 `v J c� N N 0 0 d. N N v 0 U m t) SCALE: I" = 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" 61� vVnLL SECTIO FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING Fj 3YP CUT TO FIT IRS IN WALL 2x12 SYP BEARS IN WALL —2x6 SYP /2x4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS \ ,I EW "A" SCALE: 1" = 1'-0" I ALIGN THIS STUD WITH (,SIIVIYJUIV An I Woe W/ 04) 10d x 1 1/2" NAILS) ---1 SECTION VIEW "B" SCALE: 1" = T-0" ALIGN THIS STUD WITH FACE OF 2nd RISER �y r E7 2x4 SYP BLOCKING FOR STRAP PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ D NAILED TO FLOOR WITH GLU ) x 1 1/2" NAILS) STRINGER CONTACT POINTS NAI N VIEW "D" SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL r94� x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" SECTION D—D SCALE: 1" = 1'-0" 3/4 PLYWOOD 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER FRAMING 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED NAILEC 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 x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: = 1'-0" 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS L 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS x GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING SECTION VIEW "E" SCALE: 1" = 1'-0" E SECTION VIEW SCALE: �' = 1'-0" -3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI C - -I NOTE: 2x8 DRYWALL STOP NOT SHOWN 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN 4" AND 4" 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 BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ �' X 2 4' TAPCONS @ MAX. 32" O.C. 1x4 GLUED AND NAILED TO STRINGER .-2x4 DRAFT STOP r2x8 SYP DRYWALL STOP MUST NOT TOUCH TOP OF STRINGER STRINGERS G ---2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH STRINGER— ROVIDE MOISTURE PROTECTION LATTACH ALL COMPONENTS STAIR TO CONC. W/ 4" X TAPCONS @ MAX. 32" O.C. 1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" FLOOR TRUSS OR GIRDER, FIELD VERIFY OPTION: 2X4 CUT ON y (2) LAYER 4" EDGE GOLD BEVEL GLUED AND OSB OR PLYWOOD NAILED TO SUPPORT OR 1 4'X16" LVL W/ SIMPSON H3 ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" CONN. TO BOTTOM OF NEWEL POST PER CONTRACTOR F-1 PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING SCALE: 1 1'-0" F SECTION VIEW SCALE:" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED L JOINT LL TO IOISTS) D NAILED AND '0 TOP PLATE INTO RIM BAND, i,ND NAILED TO 'WALL BELOW NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES L JOINT LL TO IOISTS) H 2X STRING R 2X B OCKING VIPSON MTS 2 w/ 1)10d x 1 1/2" NAILS D IR3 2X BLOC ING RIS R VARIE ►ECTION VIEW 11H11 SCALE: 1" = 1'-0" CLh p Cc ca m �CL N CU QZ .� cs Cl> 0 N ' r O <ijf'�. 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 Engineer's signature and seal. M W v EE Am O N �V V N O # Lq4 �N00� a a a se �uL (LU� Z J cc Z N �@o c°,° Wi 7 @N� 09 6 W cflnM0)M < z w BZN M Z U OU z V ❑�❑ W 0 O 4 Q �7 N M C 0{ 0 LU c' . U O LU Oft CCS 6-- V � LLI r a � +✓ O N 0 0 a N OJIM O ALA p w M M Z ¢ Z Q E E g� zo H (67 20 00 O E C CM)z o ww c� ¢z mo 0z m J o 0 oW Qzz zz (D w m ti ¢ O M V w olq a �� J L , LOm � O a- C) Y +r CD m m LO T r� O rn M ca 04 Q N O LO LO C'7 d' r M M o Z E O N E c a U J Q p J JOB NO: 23-03655 SCALE : AS NOTED SHEET NO. ST -4 m LO o v Cr 0 ¢.a 0 C_ L0 0 M i M LO 00 2 C cn� to 0 o 161 LO to 0 I N I v 0 N N W E z i 0 v 0 L� PM 0 S 6 tz N l[ U W 0 1x4 1/2" DRYWALL DOOR JAMB (REFER DOOR JAMB (REFER 1x4 -1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT tx4 1/2" DRYWALL TO PRODUCT APPROVAL FOR CONN. P.T. i �. TO PRODUCT APPROVAL FOR CONN. 1x4 APPROVAL FOR CONN. nn (� 1 X 4 1x4 P.T. 3/16"!0 X 3" LONG % FURRING ROWS 3116" 3-1/2" I___I ' L_ FURRING ' " 3-1/4" LONG X 3/16"O s FURRING TAPCONS �,� . (2) x TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END MIN TO PRODUCT TO PRODUCT DIST. 2" EDGE DIST. APPROVAL FOR CONN. j'%�- 2x8 P.T. wl (2) ROWS 3/16" APPROVAL FOR CONN. %' 2 ROWS 3/16" x 3-1/2" O U "': x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRINI 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN, 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2 2 1/4" DET I STAGGERED@12"O.C. '4_1/d" nPTAII x DETAIL A L BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU -� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG, PER INSTALLATION DETAILS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW-----' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX it IISOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. 1/4" MAX EMBEDMENT INTO K.) Z-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT, W/ (2)1Old NAILS AT EA. END -----, -�� LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 B_B ARCH DETAIL K SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED —2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END \_ PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC !18nw:T_1 SECTION B-B 8" EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK- (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAX. 8 FILL SOLID BOTH CELLS #5 REB) (TYP,) STD. 90' HOOK (1 +5A NOTCH WEB AT FIRST 2 COURSI ;APACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP 92 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4Y2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6 MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL - REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH --' IF TRUSSES USED) W/ (2) #6 X 4W WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" =1'41 SS #5 CONT. TOP & MID i i LFILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS 2N BOT. PLATE W/ (2)10d @ 6" O.C. 41%#5 REBAR (TYP,) ® 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" R ♦ AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED ♦ `STD. 90° HOOK 2x BAND JOIST W/ FACE NAIL 10d (TYP.) @ TOP & BTTM CHORD, AND (8) YP.) FACE NAILS 10d @ TRUSS VERT. WEB — METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 00 ® SIMPSON HGAMI OKTA @ 12" O.C. w/ (4) 1/4xl 1/2" SIDS SCREWS +2 NOTC F� @FIRST COURSE - ` - INTO BAND JOIST & (4) 1/4"x2 3/4" BLOCK THE TITEN INTO K.O. :S - ® i - FILLED CELL INSTALLATION KH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE '--� PER PLAN F CHANNEL, FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) 2x SUB FASCIA ° ALUM DRIP EDGE • ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE / CC;; STRUCTURAL SOFFIT S FO 1q SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* A/ MASONRY WALL, SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W,W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER11H 6'-0" D• D • =III 1�If TI=1T_I=TI - D •D T� 1 IF 1=1 11=1 I D T�TII r GRADE M ° P z \' r e. D (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) Of WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" 2X4#2SYP SCAB TO SIDE OF 2X TRUSS AS SHOWN FOR O.H. UP TO T-6" O�F/,�y * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H, + + C' 4F11/OrH (2)10d NAILS @ 8" O.C. + + TO TRUSS TOP CHORD + + + + PLYWOOD SHEATHING + + BLOCKING AS TRUSS + REQUIRED TO + SUPPORT SOFFIT 2X4 SYP r . EACH TRUSS CONNECTOR SEE LINTEL SCHED. CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4' _0") SECTION Qa ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 1- SFF ..qHFFT M AND z O 2 U_ O LU t-- U FILL 1st4 COURSES SOLID W/GROUT a a FOR OVERHANGS BETWEEN OVER 1 112" Y. CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN e: a. RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5'-0" ISH . •° . .. Imo. Y e ? +D P. #5 BAR „° > p 4 c D. J.10 ° b ° ; .• CENTERED W/ g . 0. .:' ° • . .' 90r, IN TOP b • ' KNOCKOUT / N - ; ° CHAIR BLOCK MONO FOOTING ° SIZE AND REINF. PER PLAN JT� - AND SECTION DETAILS CLEAN FILL .► ° e z DIRT • � ' °,• ° STANDARD q #5 BAR IN ° 90' HOOK N FILLED CELL, , s° STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL - �1116'1 MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6r EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY 4" SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. C N N n CD > ua o„ n =�CIN �� roses c, C aP 3 a � s= ._ a� y � M CV O N LO 0 w� ,Sc FIL7 �0 4 Ev 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 '1' E 8 N r-� o IaW N �Np � y 0 J LI � W � CnN O lJi a. a n d re LL z o .so' 3 Lev o � M a s� =F�`° mom W r°2Z pjO' K Z Co w N m Z v b z oo❑ W Nco N co 0 N z o �¢ �1 n- N - N z u- Ql �- c� o U w e � O w o NLn w .) U � all111 r- _ E = L $ zrry U o 3 N 0 a w M J ce o zo Za w� z® M M0 08 O Q E U r q 0 �� O ¢=w= < W Z CO c g< 0 o, _ m� oo<w J �z 3 r� 0< JZ o o O K 0 a _ m q O oir ti ~ w10 13: CID J L L C CL N N co 0 G j Cr r (� o N m m i U)Li') Q ate—+ O n CM co No O -0 N 00 -0 o LO LO CM Q M h T W N �; Z z E O a E _j a q JOB NO : 23-03655 SCALE : AS NOTED SHEET NO. SS Es ZE LO 0 Cr C 0 a ¢ a !2 J LO 0 I i m 00 M v 0 ¢ a co J LO KM co M O� 0 0 v co E 0 0 v 0 t� 0 d- 0 0 N O L �t- 0 m LO CROSS BRACING DETAIL (TYP.) SCALE: NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER W/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP, HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ -EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH �3 �3 TB 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. —� TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS DIAGONAL - AT 8'-0" MAX WOOD TRUSS SEE {-- ROOF PLAN I SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) 01 o G.T (2) 12D NAILS - AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 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 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. ATE CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SCALE: NTS SIMPSON LSTA18 w/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHEF SEE FLOOR PLAN FOR COLUMN SIZI & ADDITIONAL INP (2) 2x8 #2 SYP wr O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"X2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE: NTS >IMPSON HUC410w/ 6d INTO HEADER & Od INTO BEAM - SEE tOOF PLAN FOR MOI VFO L.SEE PLAN FOR CANT. - t— 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. LF-4H 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE INDICATED ON BM. CONNECTION INFO r117T 1 r1 A I n OPT ION A SCHEDULE/PLAN OPTION B COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A F A SEE PLAN FOR 0 SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE: 3/4"=V-0" MIDDLE BM. SPLICE OVER CENTER OF POST EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3) 10d 7-PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION 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. SIMPSON LUS26 w/ (8) 10d NAILS -v OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO ZSEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w P1 w/ D 10d ( ) ATTACHED PER -IV ADDITIONAL Id NAILS AT VALLEY TRUSS NAILS AT SASE & SIMPSON 2x4 #2 SPF BRACING @ NAILING SCHEDULE OUTLOOKER \ 4" O.C. INFO. SP2 w/ 12 10d NAILS AT TOP EXTERIOR SHEATHING INFO. 16" O.C. W/ (4) 12d COMMON TRUSSES, ATTACHED PER I 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 1Od NAILS EACH END (BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING BOTTOM CHORD PLATE MORE INFO. TRUSS LOW ROOF/WALL STUD) SCHEDULE SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES ----------°� VARIES SEE PLAN FOR WALL LOCATION 2X4 BASE PLATE W/ 1/2" PLYWOOD- NAILS 16" O.C. ALONG W/ ROOFS 0/PE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ 14 10d x ( ) (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING WOOD WALL SIMPSON MTS12 w/ EACH COMMON BELOW @ 16" O.C. OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ XX (14) 10d x 1 1/2" NAILS TRUSS/ FRAMING TYP TOP &BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. a xx STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO - - --- --L 1xiFLOORING a°. HETA16 w/ (9) 10d x 1 1/2" NAILS @ TRUSS OR SEE PLAN FORL PLATE BELOW - - -- - - -- MASONRY WALL �.' 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM ' . BEAM BELOW: SIMPSON HTS20 w/ MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a ° (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. o °. = W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE . . ^ @ 3" FROM EACH END & DIRECTION CONNECTION '. COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX.' SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) S H EAR T RAN S F E R INFO. D� SECTION @ FLOOR FOR CONNECTION CONNECTIONS TO G.T. 16d NAILS AT EACH END EXTERIOR. WALL � SECTION ENTRY 8 CONNECTION 22 SECTION AT HIP GABLE �2 SECTION @ BUMP OUT 39 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS DETAILS & SECTIONS •o o °y COf ;Z 03 Cr to _ M N C7 N Ln O ,,//'' • '7 ,4 _ 'le i _ A'loez 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 st uctural engineering portions of the drawing pages bearing Engineer's signature and seal. to W O O N q U N � O 7 V7 N - , 0 �aNicII LL n^ a a 11 CULL �ogZoa 0: j�(VN(O co� Q E W ���� J 0 T. W N M Z H z O U ❑�❑ Z W ch immallik Z i:i M 0 z 00 z o Q N z m .2 N a) L 4-1 fC5 Vi w U 0Q) w o N rNr^ \/ M c all = L Q U o � c Q Y c 0 Co w z r,_ zo Zo o — U oa ca o E O < 0 10 az <o 0 °Z �w � � C <z OOE U .0 Z 0M go >> T 7 u LL a N F W m o� �3 Jz =OD o w ;o r C+7 �t zI¢.1TTTi..O� a 3 d O >(.0 a; Q 0 � (0 O M : LID 0 Q 0 fn M ai I � o L f) LL N of 00 0 � d- T E c M Z E O �' � m E U a .oJ Q p °i JOB NO: 23-03655 SCALE : AS NOTED SHEET NO. D 1 E5 ai LO V) LO LO co 0 LO CO U') ID 0 c- Cn E a a Cl- LO en Cn (1) SIMPSON LSTA30 W/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 1 Od NAILS BENT OVERTOP SIMPSON SP4 w/ (6) 1 Od x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE FOR 2x8 WALL) TO TRUSS T CONNECTION INFO TO CAN NOT BE INSTALLED TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. EXT SHEATHING MASONRY WALL BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE ' FLUSH W/ TOP >< BLOCKING INFO SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN —SEE FOR 2 OF MASONRY & 8d FOR BLOCKING NAILS T/B FLANGE BLOCKING *1 0 1. APPLY SUB (3) 2x # SPF (2) 1 Od TOENAILS AT EA. INTERIOR HEADER DETAILS DETAILS LO FLOOR + STUDS w/ 1 Od @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. FSEE .01 2x STUDS ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. ------- ..... SURFACE A 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x )R SYSTEM —FLOOR SYSTEM P N SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST OR FLOOR TRUSS FOR B 2x4 SIDE BRACE 2 AT 48" O.C. BETWEEN JOISTS 2X CONT. RIBBON EXCEEDING 6 FEET. A SIMPSON LS30 W/ (6) 10d x 1 1/2" CLIP IS TO BE SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP EACH SIDE MIN (3) 2x #2 SPF STUDS @ END OF INSTALLED AT EA. END CORRECT BLOCKING w/ (3) 12d EA. END HEADER SEE Q/S4 FOR REQ'D JAMB G.C. VERIFY INTERIOR - REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK INFO 1/2" GYP. BOARD OR (2) SIMPSON MSTAM36 STRAPS w/ (7) 1 Od EXTERIOR STRUCTURAL 1-1/8" RIM BOARD BLOCKING WALL 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 W/ (11) 1 Od NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED• SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/1 Od NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) WALL SHEATHING (2) 12d TOE NAILS TOP (7) 1 Od NAILS & (4) 1/4"x2 TIE BEAM @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTA36 STRAPS W/ (26) 1 Od TO RIM BOARD & BOTT. CHORD 1/4" TITENS FROM SIMPSON LSTA30 FROM NAILS (G.C. TO INSURE SOLID BLOCKING —E AJS BLOCKING PANEL @ 24" WINDOW JAMB TO IS INSTALLED). SCALE: N.T.S. > O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 81D-2 FOR ALT. CONDITION. DETAIL TO BE SEE SS FOR RETROFIT SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED CONNECTION IF MSTAM36 CONNECTION INFO TO (2) - 1 Od TOE NAILS OTHERWISE DETAIL CAN BE IGNORED I SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE FRAMING ATTACHMENT BLOCKING DETAIL 2 GIRDER/COL. CONN._ @ 2nd FLOOR K'3 HEADER CONN, @ 2nd FLOORr4N� SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 1 Od x 1 1/2" (USE SP6 FOR SIMPSON SP2 wl (12) 1 Od NAILS 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 2x6 / 2x8 CRIPPLES @ 16" O.C. (2) 2x8 OR (2) 2x6TOP JAMB STUD NOTCHED AT HEADER LOCATION REQ'D TYP -7 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. SIMPSON LSTA24 w/(18) 10d NAILS @) CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION OF CRIPPLES IF LONGER THAN 8" '0 PLATE SEE PLAN 2 - 2 x 4 SPF SIMPSON CS16 w/ MIN. 12" END SIMPSON SP4 wl (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, 24" O.C.LIPS) 2x6 WALL, USE SP8 FOR 2x8 WALL) SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT TOP PLATES (1) SIMPSON LSTA30 w/ (22) 10d @ LENGTH ON STUDS W/ (11) 1 Od NAILS BENT OVER TOP PLATE HEADER W/ (2) 12 TOENAILS FLUSHOUTSIDE NAILS TO STUDS ABOVE & (11) 1 Od (2) - 2X SPF TOP PLATE SEE PLAN FOR SIZE NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE C AT 16" O.C. U.N.O. SIMPSON SP1 w/ (10) 1 Od NAILS INTERIOR HEADER NAILING AREA (TYP.) OUTSIDE HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER (2) 2x HEADER Id 1� (1) 2x SILL PLATE W1 (2) 12dTOENAILS. SEE PLAN FOR COL. SIZE — CONNECTION SEE PLAN 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS DOUBLE 2x6 OR 2x8 TOP SEE STANDARD HEADER CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION LxSS SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 61, Y BA E PLATE 2x CRIPPLES @ 16" O.C. 1 Od x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ (6) 10d x RED DF SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B B C FOR 2x8 W/ 2 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF BAND JOIST & BLKG. 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 SILL (MAX OPENING WIDTH 4 FEET). OR LVL GIRDER SYP U.N.O. KNEEWALL OR BEAM WALL) AT EACH STUD AT HEADER IF OPENING IS GREATER THAN 4, JAMB CONDITION OR IF BUILT-UP x TO 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) STUDS ARE w/IN WALL SYSTEM A.B. TOP PLATES BE SPACED W/IN 6" FROM OPENING$ OPENING NAILED TO STUD A SIMPSON LS30 wl (6) 10d x 1 1/2" IS SEE PLAN F 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 1 Od NAILS @ 8"O.C.— TO BE INSTALLED AT EACH END. COL. SIZE W1 I Ll�] 2 x 4 #2 SPF STUDS INTERIOR HEADER 2x SILL PLATE W/ 12dTOENAILS TYPICAL BLOCK WALL-----_ PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 W/ (18) 16d NAILS & 5/8" BOX HEADERFLOOR (1) (2) AT 16" O.C. U.N.O. (2) 2x HEADER . EXTERIOR HEADERS TRUSS/ I -JOIST SEE PLAN ANCHOR BOLT W/ (2) 2x TOP PLATE TYP SEE PLAN (1) 2x SILL PLATE W/ (2) 12d TOENAILS. F F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ (7) 1 Od NAILS & (4) 1/4"x2 1/4" TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 W/ (12) 1 Od NAILS AT SEE FOUND. PLAN FOR FTG. REQ. STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS TOP AND SIMPSON SP1 w/ (10) 1 Od NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. *PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 STORY INT. BEARING WALL FOR FTG, REQ. 2x CRIPPLES TO SITUATION, CONNECT G.T. TO HTS20 PROVIDE EXTERIOR SHEATHING MATCH JACK STUDS wl (2) SIMPSON w/ ATTACHED PER NAILING SCHEDULE AND EXTERIOR r5 HEADER CONN. 2nd FL FLOOR STUDS BELOW (24) 1 Od x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER FOR EXTERIOR 2 STORY WALLS ONLY. 6� 2 STORY COL. "GIRDE �Cv R (IF CRIPPLES ARE LESS THAN 8" SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. 7. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. _4 �0 ---ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH-2 SEE SS FOR RETROFIT SEE 80FOR ALT. CONDITION. DETAIL TO BE MORE INFORMATION HEADER STRAPS CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAILS \_ (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT, CONDITION. DETAIL TO BE (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 1 Od x 1 1/2" (USE SP6 FOR 2x4 STUDS �MIN (3)2x#2SPF STUDS@ z END OF HEADER FOLLOWED IF DOWN SET OR BOX HEADER IS USED 1 Od NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO OTHERWISE DETAIL CAN BE IGNORED SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP, PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE FACE OF HEADER/STUDS • DOUBLE 2x4 ATTACHED w/ (2) 16d TOENAILS AT EACH END SIMPSON LSTA30 w/ (22) 1 Od SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. ADS2x 3" 0/ 14LL �2_x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @END OF HEADER. SEE LRPLA STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) 2x STE W/ (2) 12d TOENAILS.• OPENING LARGER THAN 4 ft (2) 2x TOP SPLICE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 1 Od TOENAILS AT EACH INFO. SILL PLATE wl SIMPSON LS30 w/ (6) EXTERIOR HEADERS END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS, OPENING WIDTH 4 FEET). IF OPENING 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON OPENING NAILED TO STUD 8 IS GREATER THAN 4 FEET LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 1 Od TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). • SCALE: N.T.S. A SIMPSON LS30 w/ (6) 1 Od x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 1 Od NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS W/ (2) 1 Od NAILS NAILED TO STUD PACK FLOOR DECK FLOOR DECK @ 3" O.C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ WOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS x4 W/ 2 ROWS PER PLAN SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. E Aj CL. Cn "low M ki ki 4E C"') O FE rd 0 S T,VVE '41 Irle., To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E 0 C00 r0_ Z' (.0 on Lu W W 0 z 00 0 0 �y LO Cl) z 0 z C' 13 U) LI) 2! W (a LU 0 LU V) offLU E U 0, 0 < 0 0 o 23 _j LL_ E z < E 8 4� 0 9 rd CL - 'C=3 E C) < 0 - z C: < '0 0 x 2 z 8 0 0 VJ R 9 z C� .2 C) CC? LO L0 < (0 C.0 C) j 0 U) 0 a) L0 4-J U) 0 (n co 0) CN 'Co C) C:) LO -0 U_ 0) 00 -0 0 LO (=:> cy') < I- Ce) t:t I- E 0 z E cc E 0 0 a) < _j JOB NO: 23-03655 SCALE : AS NOTED SHEET NO, D 2 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 e 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 T1 WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE BARRIER FOLD UP WEATHER RESISTIVE BARRIER & \ TEMPORARILY SECURE / Y. 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 JOIc UNDER DECKING ED FLASHING (SEE DETAIL WP07) HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure' resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL O COMPATIBILITY \_ \ SELF -ADHERED FLASHING 0 8 2 SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4'A" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND ORE AL WEATHER PROOF CAULKING EQUAL � SECTION -A (SEE DETAIL SELF -ADHERED FLASHING NAILING FLANGE 1 DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS UNDER DECKING BOTTOM NAILING 8 FLANGE (SEE DETAIL WP07) SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW ' EXTERIOR DOOR WITH DECK SINGLE JOIST - SELF -ADHERED `-- FLASHING -DOUBLE JOIST WOOD BEAM BELOW SELF -ADHERED FLASHING O 2 SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2xFRAMEWALL PRODUCTS DETAILS TILE FINISH - WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK- PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as(## in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 8" CMU 2. Install flashing and weather resistive barrier to form water shedding laps 4" OR 8" CMU 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH)- 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT 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) SLOPED MUD BED 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner VINYL SHOWER PAN 8. Mechanically fasten as necessary SI PE V-4" PER PLAN 1'-0" PER PLAN LOPE SHOWER SEAT SELF-ADHER a _7' 4 i SELF -ADHERED FLASHING OUTSIDE CORNER WINDOW UNIT FLASHING REQUIREMENTS DOOR ROUGH OPENING SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3ia°-1°BEAD OF CONSTR. (0.6 cm: 30.5 Gm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING BUILDING PAPER of draining t0 the exterior Water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No 15 asphalt felt shall be applied i horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over 1 wood -based sheathing, shall include awater-resistive vapor -permeable barrier with a performance at feast equivalent to two layers of Grade 2 O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER 1 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. RUBBERIZED INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE 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 pp g g pp (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELFADHEREDFLASHING, �� (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 PAPER EXTEND A MINIMUM 6" RELEASEDH SVEASSOEXPOSE VERTICALLY FROM 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 fleshings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. INSIDE CORNER 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7. 7.At built-in gutters. LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER I3-1/2" INCH FLANGE rra _I 1 PLASTER STOP THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. CONTINUOUS BACKER ROD & SEALANT DRIP SCREED PLASTIC ACCESSORY A SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) ti o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB% PLYWOOD, DENSGLASS STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB -SF LATH ER STOP A NUOUS BACKER ROD LANT VTITIOUS FINISH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B, sheathing Metal .. Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 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 sv +N c 0 ® o > � ua c acc� s so sn a; r� -cc - CIA 3 a dQ-�� E Z�. c�7 CV N Q v- 0 L ,. i L ' - >� ;, IN 0 IF r�.Q, " t«u➢f64994i. 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. fn 4 0 p E S N 0 °D°° LL -5in# to 0 4 0 � uJ N O u ° a JELL a C Z 0o & o IL (O N (0 co Lu Q rn 00 6 of 0 w 3 �n Vim LO N Cl)Z U W F=- bU ❑00 W M r z N M 0 N Q � J rz � :/rn W N M z a Ur c 0 LL (� w m l.% OL1J g N c U_ L- U w E L 8 1 1 = U o 4 N m m ®® i-4 o M M Z 4 � W Z E G1 E E V =o z >� oa cD �g o QZWCO =oro Z< oZEE aIT g<W2H � mai Q) O� o m ° z � ¢ w �z o� �o a z ass C�/"7 M 2 N W �7�e a, Z =s r o w¢ �o r mi M v 5 o O N > (.0 J h ! hiL CD 2 cc .--. ~ (0 :3 0 Cf� 07CD a + U " CN Im m LO T U) N N � �I .0 cc CV � O M -t IUD T CN co M o Z z E O E (n T `m a U ¢ p _J JOB NO : 23-03655 SCALE : AS NOTED SHEET NO. W P nittnlg BC a 0 a a Tivola^11: Manuraoturer- Af arridlen 2026 Smart Veent Pri Professional Engineer K� Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Enalneer r.ar - o ci 6 License :validated ley VaIIV daCed: u tr M10heal Gain- Hermas F Nori P.E. Locke 864en RE.: 1211812020 Init 2020 (877)441-830 PE-73Tf8 (334)300-1800 as Ri':aulidfinfo@smart"n(com Pagel art: '42ri 6l2A2t Approw I lus 12f2812opo A(• eyed Sao k.. Product Idbdal: Number or Name Product 0escrroiton contractExaFration.Dele in HVHZ :Outside Hi Resistant P( a.r.. 1 SmadVantModel#154U510 1),: FP gctibn Floodand Ventantlen: Vent 12r312023' yes Yes ':NIA +100)-1pg 2 Smaii Model #1540-511 Dual Fusc. Flood and VenU.tion Vert! 1WI1202S Yes Yes WA +ioi 100. 3 SmoNiont M00e1#1640-620 Insulated Flood Vent - 1Z3i12b23 Yas Yes NIA' +100/-1DO 4 SlnanVonl Model#154Q521 Insulated Flood Vent 1MI/2023 Y. Yes NIA i100i 5 -SmadVairt Mods l #154D52/i 16&qud;Gara.ge Deer Flood Vent` 12r3112023 Yes Yes NIA N!A 6 Smadvent blade:#154P670 Wood Wall insulated Flood Vent 12ib1/223 Yes. Yes. NIA +10DE.100 - SmenVantMode 111154454 145&quci;GarageDoor Flood Vann 12t3i/2023 Yes Y.es. NIA N/A: Florida Department of Business & Professional Regulation Page i at Building Codes and Standards 111420z1 Product Approval Application Detail code ;-MAINor Pa "a Data Peni Date Tvta'1 Venal- st-fact.car Contact Epnmear&Line- Widel BY. ValidAed Submr a FBC Anamial Almrbrad Starts. Revision 2020 Drexel Mata{s:: Inc. ..leson Shumate 2achmyR Pnes1 Looks Bp+xlen:P. E.. ': 010012020 01. 061292020 10113Y2020 Apprw;ed CategOry:110i 1502)303-1511 PE>4621 :(3141306 1$AO aubCategolIn Metal RooMg: 75humete@drexmet coin gyaNty Assurance.- Aonroved for Use ApQroWdfar Use IrMDW O1il}_. Sca&. Product Mader. Number or Marna. Product Descrinflon: CoMraaf:EXniratlon Date 1n NYHY :OutsideNVXi ResistantPres r' I Drexel MetalRDFng System} DMC IUi DMC 15086; DMC 175G DMC2006. 12131r2025. Yes - No N?A +01 Di 5U Florida Department of Business & Professional Regulation page 2 art Building Codes and Standards vsr2R23 ProductApproval Application Detail code - " - nit - ,fie; Dart' Data Penillna Dane 11'ria-yaead Nanunsctu- contact: Encloser A. Lioaami Valmaten l3V' lid adf u it FBC Aonrmil Agpsciall :astable Revision 2020 Tharmi Corporation Steve .Jasppa.rson Lyndon SchmidLE Ryan ring, 04AB2021 IMV2020 042 06108/2021 APpi Oaten 5xterer Doors (800) 8437628 FE-43409: r8131767=6955- 3ubCcteiSWIngingExteriorDDgASsorroleS' - Slasparstln inarmatru G.. 04rnpliance alethad: Eialuenon Report from a om Florida Ragn" redArdlted or a Licensed Florida` Professional Engineer „ .',- ..'.. .:. ,. ..; ".::,- :.. - ,. ., ., ,.. i., .: •,Y * U ', ,>': r is � .n., Quelling Assurance Arani for Use Annoyed for Use Ion t paC D si a un y^gg_# Product Model:.Number or Name Product DeacriptFan Cho itract Erroiraik{on D,xya in HVHZ: Outside HVHL RaiPressure 1 ':e. Therma Tfu FlbH-ClasslF and amaCth-St-er NUM al(503B'8&quota Composlte:Edge Fibargtess ImpigUot, Opaque Single Door 12i31r2i128 No Yes Yas NiA 2: b. Theana-7'ru Fiber-Class.C:and Smooth -Star - llnswingr0utsaing' X conflgurabon) Nominal 6&1&quctlmp4ct&quot; Ccmposlta-Edge Fbergiasa Opaque Single Door:+Hith 12F312025 No Yes Yes N/A 3 c Therma Tru Fiber -Classic and 3moottiStar SideNe (IInswingfOutswing: configuretiars) Ngminai s&n 8 6quet XO OX or OW Impapt$quoa Opaque 12/312026 No Yee Yes NIA 4 'd-ThainzTdi Fiber -Classic: and SmooM$li Ncminal a&#39:0&quptimpact&quo[:Opaque 1"112026 N6. Yes Yes NIA.._ composite: Edge Fiberglass Single Door 1lnsWingfOUtsn rig. X egifgurat ow 5 e. Thenne-iru Flbe Classic. and Sraoah-Star Hoone1. 8841&qu.;ftnpect&quot Opaque 12r31/2026 No -Yes yes N/A Composite Edge Rbargv'ge Single Ocorvrirh Edelite a i nsvin dssdn • XO OM r 0XO 1.1 v S 9r4 9 conf u atlon 1 g 6 ^f. TferMa-Tru FibaY-Gasslcanrl5mooth Stay. µcmin l8&#dfl0&quot.ImpactBquat Opaqug i2l31f3026 Na Yoe Yts WA Ccmposte:Edge FibergkssD bra poorvrithw without Slola ites dnsvmgroutsiang, xX or oyxo canfiguratignsi 7. D. Therma-Tru Flber-Classc and Smooth Star Namnal 68#39;8 &poor Impact&aunt Glazed 12alf2026 Mo Yee Yes N/A_: Composite Edga Fib. ,(&" Single Door (InsNrhgfoutsi X 4vifiguri 6. h ThonnaTru Flher ClassC and Smooth 5l?'r. Nam nai 6&#39,8 &qud Mpa d&aunt Glazed 12/31/2028 No. Yes Yes NIA., Composre.Edge Fiberglass Single boor with (.) I ngK)ds1vin Sidelites Inawvi •XO. OX or OXO g cant9u rations 9 -i Therma-Du.Flber-Clessic and SmoglH5tar Ngvinal 6:9li SquaOmp&ct&quot Glazed 12i31202a No Yes Yes NIA- Cmrpos to Edge Fiberglass Double boor vatn.or Nlthout SideOtes ilnswln rout Nn XXm OXXD g s' g Configurational "10 '1. Themae-Tru Freer-Classc and.Smooth-Star' . Ncrnmie 8030�o$quot,lmpacF&qud Glazed - i2J3ingi No Yes res NIA Ccmpoi Edge Rberglags Singe Dp'or - (In"Ing70utsWuo; Xccnijgurabon) 11 k-Tharrni Fiber-ClpSsicatd 0mooth5[a[ hlanne1 a&#39;0&qud•ImpecIAquot Glazed 12T31R026 No Yes Yes N/A Compi Edge Fiberglass Sinyo boor-orkh Sdelle (1 drigiVuhiing XD. OX-OXO ecnfguradon i 12 I erma-Tru Fiber-d:assle and Emooh=Stec. Th ilgninN66r136�g bquaa;hnpact8quot Glazed /2D112028 No Yes Yes WA. Ccmpoalta:Edge Fiberglass Double Daru9th'or Wit out adoiltes tlnevinglOtitening XXor:01 garnflgurealonsl. 13 in. Tnemta-'V7u FFbar GYasslcandamocth-5tar: Nonnna1s&#39,$&quddmpect&quo[ ,Giez'ed IM112026 No Yaa yes NlA Molded Open Camposde Edgy fiberglass Single Door flit . ngkJuls vino- X:c rife iatlon) -14 a. Themta-lAi Filter-C]asBla and emaath-£12.r N-In-I 414098 aqu-t,lmpa.l&quit Grlaied. 1 mini62,6 No Yes Y'e3 NIA MClded open Composite Edge rib e;gioiai single Door with Glazed Madeit Op an 51delita(a) tinsvring/OutsWl g,XO, OX D-01 ccnflguratrans) ifs o. Tlrenme. Tru Fiber CI6eSlc slip Smooth -Saar Nemma16 of 8 &qud•Mpaot&poor Gli 1W72626 No Year Yes, Nisi Molded Ope +:, , posite Edge Fiberglass Double: - Door wth or Ifh `ut Gazed Molded open Sidearm. (InswringlCutsAng; XX nr WO configurations) 16 p Tharma-Tia Fiber C6sslc and Smooth Star Nei 891111 &qua;Impact&gUCt., Opadue 17niii 5 H. Yei YES N/A.. Conpi Edge Fjbergiasg Single boor W ith Molded Open Slddirersl (lnanaingroulswing: XO, OX or OXOpnnnguiaitonsp 17 q Therilla-Tru Fiber ClassIt it SmoCth-Slar Normnal 6MS:8 &quot,lmpact&quot Opaque 12t112026 Compoeta Edge Fibergless Double Door with:ot "an out Giazad Mad" Open siddli (NisningiOutssing- XXurOXXO configurations) No Yes Yes NIA - Florida [)apartment of Business & Professional Regulation Pagel at. Building Codesand Standards.. irsng2j' Product Approval Application Detail Code - Midlyor time D Pending Jet€ 1 : Version, manufacturer corwa pnNni B. Lr�nse Velldated 9v .Val, idatetl u5ittbd bl . ENO Adoi Apnrglod status. Revision 2020 PGTlnduslrles Jens Resovekf Mlanx Dade BCCO-cart Miald Dade ECOQ-VAL 11MS12020. 107$612021) 1124f2020 APproved cea.al ry-.F-ri 0oas 1941)480-0100. (7861315-2590' subcategory: Sliding.Fxierior Doe' AaseM6lias Nasaask pgtndustnea.a. Croat rieu Mathai Cenifeawn- Mark :or Listing aln ' - - - ,:..,, - Ctuaiiri Asi-i A wedirU.. -Aob Dvad for. Use Impact ➢eslun # Product141otlal:-Numbarer:Nae m Product-`Crl -on C ntradEx ion ate Des Dn a. t aMat D m,HVHZ Outeld NZ a NV Rsalstaid Pree5pfe _ a $GD.8510 (Lager Misale Mp'ai"), Vinyl slltHtlg Glass [)a.M 04/,142021 Yes Yes Yes NIA... :. a m. • :-.. :;_ _:.a ,� ,�. * a :::. a 1 .., - Praftet Descri A. SWINGING Blom +67.0/-67.0 psf BIMINIi_ s , ,a !• Ml Windows ii # i - Series a �t # dir o 1 rs � :...` Series- 5-57- �, lis'L ` 1* f'. 'If iF 7! t iH' t psf Pella Corporation ` i Wayne -Dalton y �`I` " � ■ �# * ` : Y fro- 12 �a.:E -■ 0 I� r Wayne -Dalton Seriess-. r= F: t s a'. ' 3... :i .. 9F ., . D � ., � . i.. : .. 1i- ..: a fit #fit, .. .■■ :: .. , � .... '.. Kamm A. SINGLE HUNG MI Windows and Doors Series 185 +60,0/-60.0 psf ET#�M Series SW Pella ti f # ar rAr Series !�. S. HORIZONTAL SLIDER W-indowsand i a !y,. 'i loom Pella Corporation Series 0 I, _ • psf 1 r Pella Corporation y Series Sliding Window %K311i Series 5520 Pella Series 0 A. am'e Corporation Pella 10 Series. FixedFlange y Windows and Doors y,5 764 it ;I a 3. PANEL WALL �■�1„ i fiPii James Hardie Building P ,itill .e1 iii Solid and Vented Vinyl Soffit .. : FL45272.1 - - I.>5 i. i = .i ,a. Aluminum, Alpha .... ,..;:.. d andVented Aluminum- -. aF 4P r+-� I- Ike' �`. +542 psf Twrwj .e s .� ,�.. i` '... (1br Shingle #.. i Felt . i .,. ..: ; t a. g :.,.. a ,.c. kbr eRoo,i, ` :.,rr MAX - : -ROOFING FASTENERS .: g a... VENTILATORS- �g ROOF ,!. � �' F. Thompson n .e' : i+-: ift, Ridge Vents FL1; ipr:. r, 6918.4 Florida Metal Products, ft Lomanco, .. M C r�.00rr ROOFINGE. yy y W I g FMETAL ROOF Drexel Metals, Inc. 2003, DMC 5V A.STORM PANELS % 1fi ': Global Protection Products GalwnizedSteelStorms `' s.. s 50762 .. All. ... - rt' Shutters ■ Glass Am Galvanized mm oPanels iE.. [SEEM COMPONENTS c WOOD CONNECTORS/ USP Structural Conn. ANCHORS PLATESTRUSS J A l� i IIIIII��� iBoard, 111. ���������� . .. .� Corp. :�: 8 Strength Concrete � �� a������� i :.. '..:. 'e.. ` ! 7TT.:. Strength : :.. DAB Florida Department of Business & Professional Regulation Pase 1 ol3 Building Codes and Standards 1z52a22 Product Approval Application Detail Code:. Entnvdr 01 onto Gate Pending Delta rills Version Manufacturer Contact Engineer &License Valloated 6ti validated Submitted FBC AnnroVal Abnravzd status Revision 2020 Therma Tru Corporation Steve Jasperson LyndDoF Schmidt PE, Rt anJ 1Ung, P.E. 07123/2020 07/1212020 07120/1 10113t2020 Approved Category: Exterior Doers (&0d) 843-764 PE-43409 (813) 767-8555 SubCatagory: S nngl g Frtenor Door Assemblies aJaspetsonigblermatru:eo Comnlianea Method, Fvaluation ri-ort from a. m' See # Prod uol Model Number or Name 1 a Thegna-Tru Fiber -Classic and Smooth -Star 2 :6. Therms T16Fiber CW ssicand Smooth -Star 3 ¢ Therma Tru Fiber Classic and Smoolli-Star' a d Therma•Tbi Fiber -Classic and Smooth-rSter 5 a.Therma`-Tru Fbar-Clasaic nd Smooth;5tar 6 F Therma-Tru Fiber -Classic and Smooth -Star 7 ;g.Tnerma-Tru Fiber-Classic:.ond Emocth-5lar 8 h Therma-TruFiber Ciassio and Smooth -Star' g i. Therma-Tru'FlbenClasslo and Smootti-5tar 10 l:.Therma-Tru=Float Classic and Smooth -Star I = kC Therrna Tru Fiber -Classic and Smooth;5tar 12 I. Thermai Fibeir-Classic and Smooth-S'ter 13 m Therma Tfu Fiber -Classic and Smooth -Star 14 n.Therma-Tru Fiber.Closets and Smooth -Star 15 A Thermal-Tru Flher-Classics and Smooth -Star 16 Cr. Therme-Tiu Fi ber-Classie:and Smooth -star 17 :q Therma Ttu`Fi barvClasss..and SYpooth-Ster 18 r. Therma-Tru Fiber Classioand Smooth -Star 19. s. Therma Tru'Fiber-Claasc and Smooth -Star: 2D t Themla-Tru Fiber-Cla5i and `,month -Star 21 u. Therma-Tru Fiber Ciassic'and Smooth -Star 22: V. Therma Tru Flbar-Classic and Smgofh-5laF. 23 W. Theirrnvi Fiber-Classic:and Smooth -star 24 ,%. Therma Tru Fiber -Classic and Smooth -Star 25 yThermli Flbar-Ckasslc6nd Smooth -star:' 26 2- Them na Tru Fiber -Classic and Smooth-5lar 27' za. Therma-Tru Fiber Classic and Srnbuth-Starr 28 zb. Therma Tru Filer -Classic and Sr moth-8tar: Qua1FKASH4[artee Aoomvedfor UHc Agtifo✓ad "for UHe Imb`act' e i Co ntra'?E3tpir�s=t�ion Data I11 HVH Qutside'HVHZ Resistan- Pr4smra yes Yes year NfA 1 V3112M Yee; Yea. Yes NIA 12131=22: Yes Yes Yea NfA 12131=72. Yes Yes Yea NIA: 121312D22 Yes. Yes: yea NIA, I W31tLD22: Yes, Yes. Yes:. NIA 12P312032. Yes: as Yea: NIA 1213112022 Yes Yes. Yes WA 12131/2022 Yes, Yes.. Yes N/A i2I312022 Yes: Yes. Yes: NIA 121312M Yes: Yes: Yen NIA 12/3il2022 'Yes Yes Yes NPA 121112022 Yes:: Yes. Yea NIA 121312022` Yes Yes' Yes NfA 1?J3112022 Yes.. Yes -5'es NIA IV312D22 Yes Yes.- Yes NfA 1213112022. vas: Yes No NIA 1273112022. -Yes. Yes: No NIA 12I3112022 Yes. Yes No NIA 1213V2022 yes l Yes: No NIA 12i012022 Yea: Yes No NIA 121312022: Year Yes No NIA: 1213112022. Yea: Yes- No NIA. 1213112022. Yes Yeas No NIA. 12i31)2022 Yes. Yes NO NfA 12I3112022 Yes.: Yes No NIA. 12111202' Yea Yes No NIA'. 12131/2022 Yes Yes No NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Fag. l aF2 s gii Coda - - _. Entity Or + - : Date. _. to - Date Pence Date TVD.. Verso Manufacturer C o ct+ Eirig r8 Licanna validated Ea: VaIFV d#m1. submitted Fat: Au0r 1 Aaprdvatl status RaNslon 2020 MI Windows and Doias Brent5nnoer. Luls RoDeno Lodias .StevanM Li PE 1010SAICD) 10108/2020 1Oil 9R020 IWI51%20 Apbrcwed Category: Exterior Doom 47171365-3300 PF-62514 ' i717)317$454' "Category, Sliding Exh it Door Assemblla4 bsitlingar%ariimd-nn - Compllance, Method Evaluation Report from a Florida Regletered'Architent ora Licensed Rotrda. FTafessrdnei Engineer ABEro Use A!TWal farUseImeaai Dari San : Product Model'. Number or Name ProductPosarlictio contractEA89GranO Explraflwl Dara. s VH tiulslde HVHZ tNHY Resistant enisw Pressure I -SERIES 421) ALUMINUM SGO SERIES'420 ALUMINUM SGD OXO IWV2024 No Yes No N/A 145-314&qua x80&quol; NON -REINFORCE[) 2 SERIES 420ALUMINU M SGO SERIES 420 ALUMINUM OX XOXX iZ/3f204 N 2 .I Po Y es. N o PIIA s6&qud,x80&qud ,PION-REJ N FORCED 3 SERIES 420ALLJMl UM SGD REINFORCED N - SERIES 42tl ALUMINUM EGOREINFORCEDOXd' : f 4 S M 12±3 202 No Yes. a No IA N. , 148G/4&quM,x96&quot; 4' :SERIES 420ALUMINUM SOD REINFORCED SERIES 420ALt1MINUMS6DREI[IFORCEDOX. IM112024 No Yes No WA. XO, XXSG&p�o�xS6&quota 5: 4ERIES420ALUMINUM SGb. REINFORCEb. SERIES 420ALUMINUM SOD REINFORCED )OX 1 2024' 2+3f N o Y es o N, !. N A .. 143&quor x46ngpd; .. Florida Department of Business & Professional Regulation Pi aft Building Codes and Standards VWX21 Product Approval Application Detail coil. - - p Entity or , 1,� d. Data PAILPandrnn Rojo IYieV..i._ Manurati as Enalnaar It Llce,r1gg Yalldazed SV bat a Solari FBC Anroyal �DrovttE si k FlOsion 2D20 wayn ai an, a division of Overtiead000r OWaynd K_Nh JohnE seat. J®nfayP Arneson F;E. 10/122020 09202020 10231202e 12M612020 Appriued: Corporation t33D)753-8121 PP5f737 ,(904) 821.5200. Catogory- EY,terlar Doers dkomiahgwayna-dadgn.c - SubCatagory: SecdonalWalter Dior Assemblies ort $eo # Product Model Number or Name 3'. :BDOD/8100l82b4.#1105 1 O 12 0 BOP DOM200# 1 3 11 '8006051001820041124. Product Description MOS Mss:.idth. 14&R39; Max haight, Glazing Ave:lame 11 lap or 8 M ax Inlsnnediata sactton. 1 6A3g Width 14b#3S MaX ha t Glazin n, g Avaitabie in topInlamledi aseatt n - W at o, 15&#39 Maxmdm. 14b#39. Maxholght Glazing availablein top orinlertnedlata baMiah, 12MIM23 1213iii= redidi Approved for Use impact be -tan HtM2 outside H14 R eslstant r l Pressure No, yes Yes +31601 N. Yes Yes. +30001-3350 No; Yes Yes +344N-sii Paget at 115=2 I vallpeord suid ift .a FHClw6Mer.1 ApoiE$ is 10102020 lZiOl2020 1221/2420 Apprgta(i In HVHZ... Outside Hi Raslctant pros, Yera Yes Yes NIA Florida Department of Business & Professional Regulation' Building Codes and Standards Product Approval Application Detail Fag.1 drz g zeal C_do 61tltY.or Data -. Date Date Fending Data T.. Nersldn Manufacturer contact: Engineer& Lleenae: validated aV Vdld_&_d. ;Sit Unmtetl FBC A,pgmval r Altai Status Revlslon 202b Ml W ndoNsand Doors Brent Snlinger American Architeotural- Saeven M, i i FE 11/17nD20 111172020 1112712020 Approi Category:..YVIndows: -(T17)365-3:300 1717)311-0454 subcategory: Single Hung. hsiCl(nger@mitt?q.c6m compliance pFethdd: Centl ion Mark or Usftli4g Quality Assurance Antrwaid for Use Aonroved for lase Impact.. 13.1 S, eg(k Prodim Model. Number or -Name.. Pradudt )"orlDtlon Comraol Expifation Date In HVHz outside HVLZ flassisti Pressure:.: 2 1855H 52X72 Rn)Flange Frame IGISG Single Hung 10I062023' Na' Yes NO +SW-60 Laminated Glass - N N (n CU }, U U Q O O VJ O 0 O O W O U Cn O ah. L CV .0 .� �/� cn Q Z Z W J (D E W W W V O CL O .1.L SI.... U O V m 0 S� W Q W Z aZ J a Na SHEET , E PA 1.0. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pages efg 1252022 . code. Entity or .per@ -Date Date Pendlnd 20 - Twe version Manufacturer Contact. Eooinear&License Validated By .Validated Submitted- FBC Approval Approved Status Revision 20M Tharima-Tru Corporation Steve Jasperaon LyndonF Schmidt. P. Ryan d. King: P.E. 10107P2021 0911tif2021 1Q"13r2021 1211&2021 Approved Category. Exterior Doors (8n 643-7628 M-43409 (813) 767-6555 sUbCatagory: SWrging Exterior Door Assemblies sjaspersorlijitharma ru.co Compliance Method: Evaluation Repoltfroma on Florida Registered ArchitW or'a Licensed Florida Prcfessaional Engineer P 81-R? ProdaotS - - Quality Assurance AporbvetlfDr Use Aoorsivetl for�Use I�r5 Gestan Sea# Product Model, Nonni bar or Name Product Description Contract Expiration. Date in: HVHZ Optsitle HVHZ Resistant Preetsurs 1 a. Therrna-Tru Fiber -Classic and Smooth -Star Nominal 0&1139'88quot Non-Impaa&quot Opaque 12t31/2022 No Yes No NIA Composite Edge Fiberg lass Single Door (Inawing/Outswmg Xconfiguration) 2 b Therma-Tru Fiber-Clsssioand $mooth-Star Nominai e&mo 0 &quot Non-impad&quot;-Opaque 12131/2022 No Yes No NJA• Composite Edge Fiberglass' Single Doerr with Sidelrte(s) (I hsWnglOutsvdng; XO QX0 OX0 canfig bona) 3 c. Tharma-Tru FNaei' Classic and :Smoatn Star Nominal 6011 88quot Noh,lmpacf&quct,. Opaque 12131/2022 No Yes No NIA Fiberglass Composite Edge:Douhle Door With or without Sidelitea (Ire,wingtoutswing. XX or 03= configurations) 4 d. Therms-Tru Fiber -Classic and Smooth -Star Nominal 7&f139,0 &quotNon-Impaaaquot Opaque 12131f2022 No. Yes No MIA Composite Edge .Fiberglass . Single, Does (Inswingfoutswing; Xfiguratbn) _ 5 A. Thimma-Tru FiberClassic and Smooth -Star Nomina l 7&#I0 ,:ILcanNon-lmh-na) of:Opaque IV51/21= No Yes No NIA. Composite Edge Filterg Single Door with sdelWm(i gnevAnglOutsveirs: XO. OX or:OXO configurations) a I. Thermo Tru Fber-Classlo slid-5lrmatnStar Nominal8&#39;0&quoKNonHImpad&quot.Opaque 1213IM22 No Yes NO NIA Composite Edge Fiberglass StngleDoor (Insexing/O.0 svInng: X:oaMfguradon) 7 g• Therma-Tru Fiber -Classic and Smooth -Star Nominal 89#39;0&quokNoirlmpact&quot Opaque. 1213112022 NQ Yes No N/A Composite. Edge Fibergksss:Sing I- DeorYith Sid elde(s).(I nsWng/Out.Mng, XO OX or CXO configurations) 8 In. ThermI Fiber Classio and. Smooth -Star Nominal 8&#39,0&quot,Non-Impact&quor, Opaque 12131 J2022 No Yes No N/A Composite Edge Fiberglass Double Door ylth or Wihout Sldalltes,(InawJnglOutsuAng XX orOXXO configurations) 9 L.. he ma-Tru.FiberG ssfs nd.Smoo '-Ste.r T r tor., a... tit..,.. Nominal8&# 8:&' oInr ad& uot::Gl eel p q.... az. 1213 12022 1.. No Yes No. NIA: Edge ben S Composite Eoga FiborglassSinHle O,aor' :(insvwnplbutswing, X configuration) 10 j.Therma-TruPiber-Classic and Smnotfi-Star Nominal 6&#39,9&quot;Non-lmpa'49I ot.Cllaied - 1213112022 No Yes N. NfA. composite Ed.ge FiberglassSingle Gopr"tiMth Sidete(s) (Inswing/OusvAng; XO, OX or configurations) 11 k ThermaTru Fiber -Classic and Smooth -Star Nominal $&#3S;88quotNon-lmPact&qumt Glazed 12a1/2022 No Yes No NIA Composite Edge Fiberglass Double Dolor yMth or without Sidelites (I nevAng/OutanAng: XX or OXXO conilguratlons) 12 I.Therms-Tru Fiber -Classic andSmoothStar Nominal 7&#39;0&quotNon-Impact&quIGlazed 12131Q022 No Yes No NIA Composite Edge Fberglacre Singla:Daor tlriswingrOutswgng; Xwntigurabon) 13 m. Therma-Tru Fiber -Classic and:Smooth-Star Nominal 7&k39;0&yuoLNon-Impiad&quot Glazed 12r3112022 Ne Yes No NIA Composite Edge Fiberglass Single Door with Siderde(s) 0hsWngtCutsY,mg; YXJ, OX or OXo configurations) ' 14 In. Thermo-Tru Fiber -(lassie iAnd Smoath-.51ar Nominal U939:09queeNon-ImpaG&quct Glazed 112/3112022 No Yes No NIA Composite Edge Flberglass:Singla Ooor '(InsWe gfOulswing; X configuration) 15 a. Therma-Tru Fiber-Classo and.:Smooth-Star Nominal 8&#390&quotNon4mpac9quM Glazed. 1213112022 No; Yes No, N1A. Composite Edge Fiberglass Single Door wth Sidelite(s) (Inswng/O6b,,Mng; XO, OX orCXO :conflguratlons) '- 1'6 p, ThermaI Fiber•Classic and: Smooth -Star 'Nominal 8&#3908quot,Non-lmpact&quotf Glazed. 1213IY2022 No Yes No WA. Composite Edge Fiberglass Double Door'Mth or without%delites, 0 nswmg/Outswif. XX or.OXXO configurations) 17 q. Therma-Tru Fitter -Classic and Smooth -Star Nominal 68439'8 &quot:Non-Impad8s11roti Opaque 12M112M No Yes No NIA Composite Edge Fiberglass Sing Is Door with Transom (InsAing/Outswing; OIXconfiguration) 18 r.Therma-Tru Fiber -Classic and SrrxtothStar 9' o on- Opaque Nominal 8&#3,8&qut;N.nlmpad&quak_.pq 1 121312022 No Y es No NIA C-postfe Edge Flberglasa.Sing le: Door,Ah sclelde(s) and Transom (Inswing/OuisWng; O/XD', DJOX or OlOXO connguhat ens) 19 s. Therma Tru FberClessic,and Srcrooth-Star Nominal SOI &quct;Non-Irnpad&quM Opaque 12/31f2022 No Yes No N/A. Composite Edge Fiberglass Single -Door kith ac alie(s) P-wrala.h. wig: XO, OX or Contimetts Head and Slit wriTgurztions) 20 t. ThermaTnl Fiber -classic and Smooth -Star Nominal 884939.0&1uot;Non-lmpzct8quot_ Opaque 1213IM22 No Yes No NIA le Do -with Composite Edge Fiberglass Single Sidelie(a) QnsvAnptOutswing; XO OX orOXO Continuous Head and Sill configurations) 21 u. Therm-Tru Fiber-Ciasshe and Smooth -Star Nominal'8&#39;8 &quot;Non-impact&quot Glazed 12131/2022 No Yea No N1A. Composite. Edge Fiberglass Single Door with 5ldelitaI (fnsvAng/Ou tswing, XO, OX err. OXO Continuous Head and all configurations), 22 v. ThermI Fiber -Classic and Smooth -Star Nominal 8&939;08quot Non-Irnpactaquot Glazed 12131/2022 No Yes No NIA Composite Edge Fiberglass Single Door with SidehtsI (InsvAnglOutagwing; XO OX or OXQ Continuous Head and Snl,configuratars), 23 wTherme-Tru: Flber-Classic and Smooth -Star Nominal 8&'!f3'9,e&quot Novi-Impa&Aquo,50paque 121SI=:02 No Yes No NIA Composite Edge Fiberglass Door Panels with Vented Sidelite(s) (Inswing/OUCswingi XX, XKX or XXXX: configurations) 24 K Therma-Tru Fibar-Classw and Smooth -Star Nominal l3& iliquot;Non-Impact&quat; Opaque 1.213.112022 No. Yes No. NIA Composite Edge RbergleasDwr Panels with Vented Sidelite(s) (tnsWn9IOu, yang; XX, XXX or)C= romfiaurations) 25 y. Themna Tru Fbar Cl...lc And SmeothSYar Nominal SM39(8&qu.l;Non-Impad&quet: Glazed 12131/2022 NO Yes No NIA. Composite Edge Fiberglass: Door Panels oath Vented - Sidelde(s) onswinglOulsvyig; IXX XXXw)=X configurations) 26 z. Therma Tru Fiber -Classic antlSmoctMStar Nominal$W9:0&quot,Non-Impaci&gI Glazed 12/3112022 No Yes No WA Composite E090 Fiberglass Door Pen",vith Vented Sidelite(s) (InSWng/Outswirg XX, XXX of XXXX - configurations) 27 za. Therma-Tru Fiber -Classic and Smooth -Star Nominal 9&#39'8 &quatNon-lmtaotacuot Glazed 12131/2022 No Yes No NIA Composite Edge Fiberglass Single Doorwith 3UM Sidelile(s) (InswriglOutsving XO. OX a OX0 conflguratlonA) 28 zt, Therma Tru Flbet-Classic and Smooth -Star Nominal 8&#8;6 &quotNon-ImpaS1&goat;: Glazed 1?131/2022 No Y es ' No NIA. Composite Edge Fiberglass: Double Door with 34039;0 ftwite , (I nsrArfwQutsvnng; O)CXf): ponfiewrellon) 29 =ThernI Fitter-Claseicand Srwoth-Star Nominal 88; 0&quot Non-nmpaal&quott Glazed law 12M112022 No Yes No NIA Composite Edge III Single Door with 3a#39I Sidelits(s) (I newinglOutswng; XO, OX or configurations} 3o zd.Thera-Tru Fiber-aasslcand Smooth -Star Nominal8&#30:0&quat,Non-Impact&quotGlazed 1213112022 flu. Yea No MIA ' - Composite EdgeFiberglass Fiber lass°Double Door with: - 384139;D Sitlelttes jlnsvAng/Outswing, QXXO- contigurabon) 3/ za. Therma Tru Fiber-Clawc iznd SmoothSlar Nominal 7&R39 &quotNon-Impaet&quoC Straker iD 1251=22 No Yes No NIA Florida Department of Business and Professional Regulation Building Codes and 'Standards Product Approval Application Detail 3/1512022 FL# 5259-R31 code Enti[v 1 r �1� qy��� Date Date Date vuw status Date �}� Date Y 1r_e Version Manufacturer Contact Enal r Validated By Validated Submitted Pending, ARDroved Approved Revision 2020 POLYGLASS USA Maury,Alpert, License John W. 1012MO20 10122P2020 FBC 1211512020 Category: Roofing S954233133OSmalpert@polyglass.corn RobertlNiaminen Knezervichr PE el)uroval Sir bGate a s g rY PE-59186 7T -62 4- 954 2 2 ( ) 11101/2020 UnderlaY ments Compliance Method: Evaluation Roportfrom a Florida Registered Architect or a Licensed Fiords Professional Engineer FLII#5269-R31 Products Quality AMLMace .Approved for Use Ann 2ML1ur Use 'Outside IIPP= aeq# Product Model, Number or Name Product Description"CQntraot ESSradon Date In HVHZ HVHz Ream 1 Polyglass Roof Undertayments Roofing undenaymerds 10121t2G22 No Yes WA 1 Polyglass Roof Undenayments(HVHZ) Polyglass roof underlayments for use in FBC122312023 Yes No NIA HVHZ) udsdkbons. 2 Polyglass Roof Underfayments (non-HVHZ) Polyglass roof undedaynlentI for use In 121231= No Yes- WA FBC non-HVHZ jurisdictions. 1 Polyglass Roof Underlayments(HVHZ) Polyglass roof underlayments for use in FBC12'2312023 Yes No WA HVHZ jurisdictions. 2. Polyglass Roof Undenayments (hor HVHZ) Polyglass roof underlayments, for use In 121723/2023 No Yes. NIA FBC non-HVHZ judcdkllorts. 1 Polyglass, RoofUnd liam (HVHZ) Po lassroofunded-mentSlorusel FBG1.2I23i'2023 Yg S e Y ants ( 1 IYg dy n Yes No NIA HVHZiuriedictiorm 2 Polyglass Roof Undeflayments (non-HVHZ) Polyglass roof underlayments, for use In IMM023 No Yes IN1A FBC man-HVHZ J uredicbons. 1 of I ss'R Un edam s HVHZ Polyglass oofu rer erltsforuseinFBC13J2312()23 P yga Roof d y_erit { ;r ridel Ym e Yes No N1 A HVHZ jurisdictions. 2 Polyglass Roof Underlaymernts(nen-HVHZ) Polyglass roofundenayments,for use in 12129(2023 No Yes; > N/A FBCnon-HVHZ jurisdictions. Devi Pressure 4WA1-022.5 wA 4WAI-U22.5 N/A •NIAF822.5 NIA +WA1--522.5 N/A +WAI-622.8 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pages off f&2021 - WHY 2214 .Bins bate. Pendna D& Na..- Version Manufacturer .Contact lhtohneer8 l.Icense Validated IN Validated .outputted PBCApproyal Approved ataUrs Affhmation 2D20 PGTlndusb'fas - Jena Raso,reN hremi-➢ade 13=0-CER N .P+Dade aCCO- VAL 111052020 111O 2020 - - 11/1112020 Approved CateoW. Wndc, s (947) 486.0100. - (786) 315-2590 8utlCalegary:Single Hung lrwia4'a1d.QpgAlndu sheep Caripliance Method: Certfcaban stark or Lishng - - om P e-R28 Products aaailtvAlwranra Aunt-dfar:Usa: AA.-.df.use r pea 13"can sea Prodtmt Model. Number or Name Moduli DescrloI Contract Mall Ion Date IJI outside-HVHZ Resistant Pressure: 2 SH5500!La19e Misstle'Imped) Vinyl Ones Hung Wndair 07TAO=26. Yes Yes Yes NI -4-0 N N c- Cn Ca N � Florida Department of Business & Professional Regulation Pega1 art Florida Department Business & Professional Regulation Pagel ,rz (� Building Codes and Standards szozl Building Codes a Td Standards i152o21 0 -� .�-► L Product Approval Application Detail Product Approval Application Detail N Q 0 IN C 0 a- - C Dale Pstona :Iffia _44a male Va15f2R MaInaradurer entity or Contact EnairreNBLmmrse Validated av ewe I owe Data Pending V.111"Itl Ularru sad FBC A-,,,[ Date Aoorowd .Status • +d � ty T ` version Mamdactu'rar > arstad 8Lid9 -- Validated av SubosiId FBCAe rc,l Atero-d Status V Approved 0) 0 +-4 '^ V J -F'� ... Ds Rewslan 2a20 Mmegaly: .... Brent tilt American .seven M Urich, PE 1gpB12020 10/0¢2020 10/11312020 :'AW'ood Revalon 2020 MI irdwrs and Doors Cdepory: Windows BrentSitli madnn Architectural Steven M. Unrh PE rig A 7171385-3300 ManrrecWrers i717)317-8454 11222020 111222020 11r28f2020 owed --� Wind CMepory: Windows -330 reraAcmaf f717f 395.3300 Manufacturers Assodiadon :(717)317-8454 1Assoeiabpn M ingeram4rtlmm ' ` 4 SubCatepo r. HalzontatSfider esMingeritItmHrdmm Su bCMegOry: Fixed. Compliance Mehod Certification Mad; or Listing Compliance Method Cl rtinc tti m Mark or Listing : ,:. : :: . 0 0 . Fi&'t53'iV-fta Priduds ,, ,... _ . ;Fii'ISil9-r19t P'oducts I, .�� L ::.. ;. :: .. . ,tar ran p INS r r .a ,vedla Qs, Apo ovadro u Aoar pppagr GgHI>m o SSA P�u1,t,p3aam. Numhw pr Name Quality Assurance Fiaduct Desaiotmn L:_�Emlratlan Dale Apo for Use Aeot In H1lMZ.-0ursdaNVNz SRWHV Z nictImpa RasistaM PressDesigl1 pressuna $e90 Product Model Number or Name Product dmcdonon Contract Evnlrellan Date In HVHZ Outside FlWii g@sistAOj Pressure = 0 �� 1 HIS 186 Flo end Mergerrs a m 73x62 Insulated Gleam o2/162024 No: Yes. No a35/-59 1 186'PW 73 x 721neulated Glass 04/0U2023 No Yes No +6WI Co 0A�1 ,� �a�r V 0 V! a^ C.0 ka. co = . - w Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I di 115=1 Florida Department of Business & Professional Regulation Building Codes and .Standards Product Approvai Application Detail Page I a1 IPYRD21 cm Ex,fityor ,dad. Dale Data pending go Come Entity :ar. Raja, nda. oat, Panora ,g. Verslo t Manufacturer Contact Errakueer'a woeneo Validated By Valid :Submitted raCAcors" Approved 'stem Version. 'Manufacturer Contract Endne.rA Ltcesrse Validated By Validated $ulan -Fac Auororal AOo-I gtiaitQ. PGTlnduslrle AfMnstlon 2020 s. < : - R tma ❑etle $C. O V. L JanaRoaaweN Waml tlade eCCO CE ml.. C. A. - _. 0 1- RO 0 9ir05202. iro5. 2 ,.. - 11' 12 20 M..O d Aoprare. _..... - W dov' en DeI Revsian 20 MI n , p. ?A I_ er ` t"Stringer Wis I -.. en M. War PE sn P a11a . PE :Stay 1' ' w 20 1 110f2g2 20.. 'roved 1010 2020 0/06129. 0 12119/20 9r 4 AaP Catagory!1Mndo,{s; (941)48&0180. (78¢)315-2590:. Category: Wlntlow4 (717)365-3300 'PE62514 !(7f7)317-8454 8ubC1tagary!. Fixed' fr08o'mkIMPgllndu alse.c 8ubcadAtI Mullins bsitingerilmiwd.dom Compllanca Mothad::Cartificahoa Mark aI-I ing am compliance Method.. Evalgatien R.Pon tom a' ,... .- Plodder Reglsterod Architect ore Licensed Florida: ly233«R24Prpduets _: .. , ,,,,,; ;, ,,,, ,, °. PrdeesinalEngineer ,. .: ,. aualNY Msumnue AaravadforUsa A roved for Use' 3p il98gFt Oaswn ° ;, ,..-, F 353.R8Prtidumi. - i&1¢ - ... :. . - `` '` -II : -see It oduct Model Numbeirm Name Pr ,, Product De cripNon Conned ExdrallonDeta f - t VHZ 0,61da, HVHZ t12YessN P s .sue€' :.: - - -- - -..'. 5.. PW-5320.iLarge.Mkslie lmpad) ttm/Flzed NAnda:v 04/302025 Yes Yes. Yea: NIA QrwEaspuranea Awr1,HI Us, Aoutsidencrosawl tar u,o galeta Dilation,,, Scott Product Model. Number or Name 1 prodder Dasaioaan Cantr,d.EmbeNon Data 1D.Nl9.1e: Oudrtle ltVX2 Ra;istent P14&5}YA. 2 6704 Vertical Alumnum Mulion 1213112024 No. Yes Yes N/A Florida Department of Business & Professional Regulation P.R.I art. Building Codes and Standards 1+502021 Product Approval Application Detail Code entity or owe. 3Aj@. Date Pending. 20 Oypg;. Vanlon Manufacturer Cooed Endrs-& I-1 sa Validated By Validated mittd FBGAdorovel ApgrrI Simon; Raiisitm 2020 James Hardie Buiktlng Products. Inc; Chad Dierchs V. Andrmyt Too John Southard, P.E. 01YO512021 421t47202a DIIM021 tang FBO Appn Category: Panel: Wells 1900) 545-6359 PE-81662 (352).367.2529 aulsCateppry: Soling c .dddt r k.@IameshArd Compliance Method E-valuatim Report from a .. Florida Registered Prphdset or a Licensed Florida professional Engineer 9'>. Prod FIi31 2-RS u its - - Quality Assurance Aoorowolfor Usa. Approved for Use. Imilact Deslon gut Product Model. Number or Name Product DesuhlUon contract ExNration Dare In HVKZ- WWI IfVHF Resistant Pressure 1 Compleak Lap Siding flear-cement lap sidm'g 12,t51f2023 Yes 'Yea NIA NIA 2 Hsrdl,PhvI Lisp Sding ibertroment Imp aiding 120112023 Yes yea NIA NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pegszor3 10,J12p2f _. CC,_ .. III or .. DMO ,wig' flame Penang 20 Tygg Y$'r,lpn Manufacturer Contest Enakrear&Lic,nsa: V,lidated By Validated agog 1�"te FBC Aurlrovel A,,r-,d Status Re.an 2020 A1.1de Nick Thompson Lyndon F. SchmMt-P.E :Ryan J-Kipp, P.E 0211UM21 021152021 (12=021 04n32021 Approved Category: Panty Walla kno)922-2399 PE-43409 {913) 767-6555 subc."D y: Soffits nthmpsan@elsida.can Carrotenca Mathad! Evaluation, Reportf ma Ftodtl. Registarec1Arohited oxa U.W-d Honda ELA16 Prbi-I... I Engineer Waduata -- - _)2 -.RS ;_ _. - 0salRr Assurawa Apgsoved for Use r , A -dal for Ups bRIA fe . . Sea A Produnt Modal, Hurnberar Name Product Description: Contract awnsilon Oat, In HVHZ Outside HVHL Itowstant P-rum 1 a &qud2T$.qu.L Soft Vent w Sold Vfy Will 1213'12023 Na Yes No NIA 2 b.&qud'Alllance T4&qu0t'Soft Vent err solid Vinyl. 80M 121312023 N. Yes No NIA 3 d&qud,Greenoriar Vintage, Beede,1039 Soft(. Ventcr'SiVld VlnAsI 12131QO23. No Yes No NIA 4 0 kwotOS&qud, Sbft Vent Solid Vinyl Soffit 1261GO23 No Yea No. MIA 5. a &qud'Charter Dakaquot; Soft Vant.r Solid Vinyl adAt 12/3f 2023 No Yea No NIA 6 't.&III- pot Spmn&quota. soffit; Vent or$did Vinyl Soffit 121312023 No. Yes N. N/A Florida Department of Business $ Professional Regulation Building Codes and Standards Product Approval Application Detail page I of 1002021 Florida Dopertmant of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pane 1 or i8firo2l 5ode_ En itr rn we owe Date' Parl ka co :.'Manufe w y. V Entity or •. Date Data rate Perot _ Do Tjpg Version Manutadurar k •' Se�YGI. Engineer&Lmeose Validated by Validated i:. submitted -FBC Aooivral bgg@ygfl ^ytetus, 7y�a,. Version ciu Manufacturer dries.& Louses. Validated iN Contact E V i od Validated ,8ag�g.- FBC Approval Hggrpyy.9 1111RIipt. - - ReNsmn 2029 TAMKO. Buhdin Products LLC 9' Kehl Elan fl Wert Nieminoh John W,:KnemNch, PE '10/0420 p ?. 06pa2.TA 101122020 .. 1211WO 20 Approved APPr... Rem.lcrn ':2020 I.N. Thompson,ps' Inc. dba Thompson Architecture! P Ton Christman Zachary R. PriCat Seven M. Urlch. PE Y cry 091172020 Qa'iry202o 09f27J2.020 12h52020Approvedp : - - CatapPrY: Roofln9 f4171�824.9944 PE-59166 954)772-S22q Maths Cq aniTAMGOi m!P y . tb13)248-3456 PE-74021 (717317.8454 ,. } SuIsCategorf. Underlo"Inta kerr1_ed.r4§mmkcaom Catepory: Roofing fmyagometalrsonng.00m Compllanca Method:: Evelusadn Report from a SUbCategory: R WIIngAocessorles that are_an Florid Florida Registered A1ahltectAra Uaensatl Flodtla _ Integral Partdrthe Roofing System Compliance Method: Evaluation Report horny alanel Engineer Flodda: Registered Artnitept or:a Uransad Florida 1,. r .. ,. 412320-a9 Prod i is , . '-.*-- '; .. , , `:- .... ;. .: , .1 . . .. . , , ,. I-'.. I . , ProfessionalEngineer ... . _. Q uallty Asauranse Aoar-difor Uso Approved W Use ._ 11JgPgf; _. Ft*fjlzliProducts ::, . . : . ._ ::: , - ...:. .. Product Motld.Numbar or Name �. b,mot xo ])ate Product Desoriptlon an tact E kdian 'n L OuWda HV HVH2. - , i♦_7, $pgiHtgpj s �e y ry, .. Quality Asauraisee Aoprpwotlfor Use .... - oved forUse AJ ,"BSI I 29211111 1 TAMKO Rod Undemyments{Hint} RodundedaymMtc rouse m.F$C PtIIGL 08/292023 Yea Plc NIA N/A _ . SBo.A.- Product Model. Numbpra Name. jj[oggd DeacHo6an CprtraprEzdtaUon Data In FlUld£ Outside N11Ha Resistant Pressure taisdloUons. 1 TAMCO Flat Top O&Podgy Vent aldh Bell. for TO. 260e. stall; roofverstllater with Cafe 08/062028 Yes Yea MIA WA 2 TAMKO Rod Unrlerayrsents SNON-HVI-IZ) Rool undedaymenta for use In F9C nm44V14Z 0829/2023 No Y. NIA N/A 2 TAMCO OooseneckVaN 26 Its. 06`002026 No Yes NIA +0/-525 judscredws. 31. TAMCO Oa -Ridge Rod Ventwim Basra- 26 Re- stage roofvadllatwa4th integrated bourne 0910ORM Yea Yes NIA WA . 4- TAMCO Round Ton Off ikgoVent wife Baftte for Tice 26 ga- static roofvoMllator with baffle 09/092028 Yes Yes NIA WA Florida Department of Business A Professionai Regulation Building Codes and Standards Product Approval Application Detail . P.R. I Cri lurmal Florida Department of Business .& Professional Regulation Building Codes and Standards Product Approval Application Detail Pag.l N5 1n12si MIE �. _ .. With . - .�S@ . � Dab Panclina At, - Crud .- .-. - , ' - $artist or -� . _ . 29A ate Oat, Pwobso 2119 Terra. Version Mmufadumr Contact E-rlMm_1% Lidmse Validated By Validated subinife FBC Aobmral Approved statsu - 1= Version Manufacturer Contact Epsol-aL-. Validated By Vslidded i3lt>matd FBC Aboiwal. AP -se$ status Rariaion 2020 Lomanrw KamnO Jdley James L $udd+ a P.E. Sayan N. Unch PE 11232020 I12v202Q 1IM0020 do FBC. - a AI4m -- Revision 2D20 eYt $oil Roofing g And- Root. IAPMO Uniform Fw1u.then G W. Wzlkar der cry 91A320 i it -20 20 220 19 /05/2020 Appr of ed Calapruy: Roofing (5(,09034163 PE-31242 (717)317-a454 - - - - Cet.glI R-Ang (W)380fit10d Services LLC:; (205)854-0160. Subcategory- R.ofngArcecsares that preen Ideloycbmanco.com: - Sul,Catagory. Ropingroes RWInAndersoneborai.eo IMe N Partofine Raofin s S tem 9< Y lianas Mdhotl: Eveludlm Re hsmia mP Pat soCo Compliance Mabpod: Evduelipn Repodfiama Product Emluarwn Fin illy Foods .Registered Architect or alicenSed Florkfa Prdeaalonal Enpnoor. lilt tli_ts - ' # 72azia8 taspdacn .. 3wA P duct Model. Number or Norma 1 Asa n ea. 4ldattY t odder O,acrlotlon ComracF p ,tlon Data t3 El Ir Aoura-ved for Uge Z ryt NVN Approved for Use 9u a, FIVH2 � Im¢agt SsrlBtaDE 2?$f1M P.f9££VLg: q seuranee dal 1 IY.A A pprovedforUse�� ADprpvetltorUse 101g3gt g@Slgll 16 Saxony -She a slate Count :tilde tOlaC-o Isle k . $pfi Y 7 �.. Pate ile-Deco! I ro over C 121312020 No Yea N A MIA U San S Product M d 1 Number or his ms trod et Do notion Contract expirallonpaus In HVHZ Outsids HVHZ Resistant Precisiaa Thatch &amp; mpad 1 Derck-Airl DA-4 or YRl-Wilt neck -Ai, 9A-4 Lw Proft&, Polypropylene Plasiie, Roof.Vant IWI012025 No V. No .e?:51-97:5 17 Saony600-81Me Stake&amp Split Snake Flat Prato -Stockton, CA 12/312020 M No Yes. NIA NIA Mechanically Affected to RAV6.6 back:. 18: Saxon 600-:$lato Shakes&am Split y v p Fiat Prdile-R1.1c CA 3 0 1211t2 20 No Yes. MI !A WA 19 :9arany 700-Shako 91ata&amp, Split Shake Flat ProAlo•SMckton, CA 42I3112020 Na' Yes MIA NA 20 21 Sexony100-Shake ,111s 6:nmp. Slid Shake:. Tana. Espanol Ba reelona Flat Pr"'. -Rich. CA 12/31/2020 High Profile. Katy, TX 1.21312020 No No Yes Yea NIA NIA NIA NIA 26 Villa LOW pros. - Katy: TX 121314020 No Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of I 1125im22 .. 2242 ..... 5=60 MM Entity o Date Data Data Pending ROM W Type Version Manufacturer ContactEngineer &LicenseValidated Validated SuhmNd FBCRpgproval Approved Status _. Revision. 2020 Ali American Shutters and Glass Troy Bishop. 1 28M020 10115i2020 Mks Barbieri Frank L.Bennardo, P.E yB.sh p, P. 0/ 111W2020 12/1512020 Apo roved. Category; Shutters: 8 PE-0046549' 954 S47A880` 561 712.9 82 ( ) ( ) subcategoryStorm Panels Mikeboallamericanshune Come fence Method: EvIua0on Report from a. rawm Florida Registered Architect ore Licensed Florida Professional Engineer Ftirtf7669-R8 Pibtlusls:. _ Quatlty Assurance Approvedfor Use Apurovadfor Use _ Imact _ Deaan Sea Ac Product Model. Number or Mime Contract - 1 f Data - in HVHZ Product rl fop Tact EKo rat on Prod Disc gt Outside HVHZ Resistant Pressure 1 24ga Galvanized Steel Storm Panels 24go Galvanized Sled StarmPanels 123112022 Yes Yes Yes WA Florida Department of Business & Professional Regulation Page Zof2 Florida Department of Business & Professional Regulation Pagan all Budding Codas aids Standards 3M on Building Codes and Standards W412021 Product Approval Application Detail Product Approval Application Detail � n r - ,fig :Date pate P-11- apse .Qft IL .. _ 6WN _ W- Dec.,- 096 Pending Nk _ Tfp. Veraan Manufacturer contact Errdn& aerLicense Vandeted By Validated SLAnmUtbd FBC Atitirovat Aowowd Shot- I= Version Manulaeturar ,figTdmg rer s-scr&Uaense Validated By Validated SL,b,KtEd FHC:7Loomyd Approved _age, Rew sign 2020 Meek lx. an Wald- too Evaluation Service. LLC tCC Eval-11-Sanwa, OVD32023 12ozI ai103/2 n Approved Revision 2D20 Weyerhaeuser Rob lldtlain I= Eralualian Service, LLC Ian Lahrm, P.E. 02A22DPl i0AU2020 DMW2021 Approved Category- Structural cesponents (952)8984635 LLC. Catagarr. SWdurei Compormm. 03)924-6478 {6D8)839-3288 SubCstegary: Truss Plates wealden($mii.eom (205) 599-98N SubCaogory: Engineered Lumber Rob.LBeldsdn®weymme Compliance Method: Evaluation Report from a Canpganat Method: Evaluator Repoli from a .Near. - Product Eveluedon.Entity FLoazda1 Praount Evaluation Softy Prgtluds P1A 187.m o' ducts Ou finr A,,", AMr-kd for Use Abnrayad far Use Iwg� Design Quality Assurance Approved to) them Approved for QSe Im08Ll 0e5401t. $,Eg li: Produd Modal. HrmrtarorName- Pmducl Deserla ion Gbrdraet Exalydion Data in HUHZ. :Outside HVHZ R.%I tail :Pressure. $.9,9. Product Model. Nutdrerw Name: Product ]),ecrlo6on ;CgQtrag(Savrats Ian Dale. I. HI CWsid,: HVHT Resistant Pyre . 1 N118AHS i8ga.high strengthVusscennedarplate 12131RO24 Yea: Yes MIA WA 1. MlcrollamLVL LaminatedVeneer Lumber 03f312023 ,No Yea: N/A WA 2 M18SHS 18 ga. super high strength truss connectorplate 12r3112024 Yes Yes NIA WA 2 Parallpm P91.: Parallel Strend.Lumber 0313112023 23 N. N Y. Yes N/A N/A 3 kill 19 I ga. tors connector plate 12/312024 Yes: Yes MIA NIA 3 TimberStrand LSL Laminated Strand Lumber 0313120 NIA NIA, 4 MT18HS 16 ga high strength truss connector plate. 12131,2024' Yes' Yes MIA NIA 4: TJ Rim Board Struduml Composite Lumber a:oriented Strand 031 W(i23 Na Yes N/A NIA 5 MT20HE 20 ga high,lrength truss connedcr plate 12131/2024 Yes Yes NIA NIA 5 Wayerhaeusar Blm.Baerd board Rim Board Oriented Strand III Rim Solaro 03131/,2023 No Yes. NIA NIA . 6 TL16. MT18 18; ga. w,s rmnaotor plates 12/31/2024 Y .: .Y. . NIA NIA 7 TL20, MT20 20 ga: fuss cmnectorplot. 12MV2024 Yes: Yes NIA N/A Flodda Department of Business & Professional Regulation P.P I.I I Building Codes and Standards 1/712h21 Product Approval Application Detail '0Ro: N or - _931ft Date: Dine Pandlng pg(tt. 1 n IY69 Virrs pn Man11r9ctiu C. onlec[ Endorser Validated SO E yalltldetl.; Submit ed PBC casn" P ,&n9iR'1VFd $" Revision 202 D Alpine P Suad Lev4s IC ex.luafro S-Icss iLC Wiliam R olarl.PE a. 10/3112020 102212020` 5 02 11X12 0 1fi052020 Approved Catapary: Structursl Canponeds (321) 710-3371 (4071681-1917: Subcategory; Truma plates slea4sg!aipinabw.Aom Compliance Method: Evaluation ReportJom a Product e.ftssilon Entry 'F L 9 9.@7 Prptlupts gldly Asass.- Aoorolvad for Use Approwdtar Us, Impact Desan Sea:# Product Model. NMI or tame Product Deserlotom Ceatrad Exolrstlon Data 1. HVMZ OUtsldetMB. Reasm Pleasure 1. ITW BCG/. Ine H Strength.(H &am :65 Air loiterP .7 Metal Comeeter Pate 12r3d2024 Yon Yes NIA NIA 2. ITW BCG1AVne Hinge Rate.. Metal Connector Plate 1213112024 Yes Yes NIA NIA 3 ITW BCGIAIpine Truloc Metal Corrector Plate. 12(31i2024 Yes Yes NIA NIA 4. ITW BCG/AlpIn4 Way. Metal Canada Pate 121312024 Yes. Y. NIA NIA Florida Department of Business err Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 .f z el2ar2ozf Bat£ Data ow pandfia 2ft Validated bm^�,u 1 dt FSC.Aoorwrd egg@ v� staid Iififi2112o 1111a202a: 11J2at2020 Approved Wfortlse -Approved for Use Impact 4931ga VHZ: Outside HVHZ RBsl0wrt Pressur, N. Yes. No NIA Florida Department of Business & Professional Regulation Page I ell Building Codes and Standards: lawn Product Approval Application Detail 999B Entry or pasta img :Data Pandrnp Ra •Ri,nn version Manufacturer Contact Ebdl"a a Ocefase' Validated S1�MIBed FBC Approval Abprovod Status '-,..: .�9.. Va Idded By Yall area tlu rks Jens Rosbv kl Miami -Dada BCCO-CER :seam) -Cade BCCO-VAL 11 00 1 (10 1111112020. Approved Aftlnnaflon: 2020 PGT In, ml s fs Kn52 2 1f05r2 2, Appr category. yMpdgle5. 1941)488-0t P0. 1 {mitt 315 2590: 8ubcatsgory: Molllanslrceoa`skiMpg induel6esc. Compllanca MelNed• C.rnficadol Mark or Listing om ,81=ir13iProiwdtii' Fi:Aa Qualilv.Assurence ayetlror Dsom A000yedforUse Aop ,�, r 1N9P.gt. ,.o..ipn Product ])eserlotl Comraet Expiratlon bate Qidiade HVHZ: aenk Product Mosel. Number oName- on In HVHL 5a1+&ani pressure: i Mullen for -All Doors and Wlndaers Aluminum Mullon, 0512WO28 Yes Yes Yea MIA Florida Department of Business & Professional Regulation Buj ldi ng Codes and Standards Product Approval Application Dotal Forg3o1Bf012or4 20 P."Is Entity w owe ,DAN Date Pendim $gig 1 e Version Manufacturer Cattail Enatneer& License Ydedatod aY Validated .Sypyoit d FBC Agavat Aubm"d 91116a R.,4.1.n 2020 OAF Michael Such R000n-f6eminen John W, Knezevich, PE 12M9/2022 12M712a22 12/202022 02/07/2023 ,approved Category.. Robing 4800)tie-3411 PE-59168 (954t 772-6224 SuIsCategary: Asphalt shingles .41.1haffar.rzm Compllance Method: Evaluation Report from a: Find. Registered Architect d a.U-sed Florida Professional Engineer FL6t24.R33 ProrNrcta -' . _. ' :OddityAssurance Approved for Use Approved for Use imp= Seaton Sea R Pro Kt Modal. Numbar or Name Product Daserlotton contract 9slaratlon Date In HVHZ -Outside HVHZ Resistant Pressure: 1 OAF Asphaa Root Shingles for use. In FBC.non-Hv1¢ Fiberglass ralrdoced 3-tab, laminated, 5-tab and 1211612025 No Yam NIA 'N/A jurmlcians hlplrkige eephalt�hingls s Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pag.1 di 1D/2p21 • SS44 .- ~. III cr .. , -rwj Data Dato'Pendinc 299 Was . version Manufacluto Canted Enaas'a,r 9, Debnse Validated By Validated Submitted 'FBC Apprayd A pp roved Slates. Re'"olio. Flo de Mid NduMslnc. 2029 tl M P :Clark Jones James: L. Bucker. P.: tt$ St.: .UHch. E CYsh M. P -062 .2020 '092S2a2a 10A42a20 12/i fi+202o roved MP. -M _.n Category: Rocing 1904)7858400 ,...., CBUCK Engineering 1717}317.8454 subcategary: Racing Moemmariea that are.. an clarkipflameo.-nn PE31242 Intagral Pan 6fihe.Rearg9ystam Compliance Method: EY4Nahcn Repoli frame' Ford. Raglst,ned Arnitect a a Licensed Florida Professional En 8 it car FiAr39QR2P d at Oualay Assurance ApprovedforM Approved for -Use in- p§§Igp 19-0 Product Model. Number or Nome Product Dacerlotton Oat, In NVHZ D,Md,HVH£ Resistant Pressure 3. 3- FLAMOO BgeOt;RV 10 Ridge:VerN&quota Aluminum Ridge Vents for pitched roofs fabricated 1213113024 No Yee too N/A from C.UF Aluminum Florida Department of Business :& Professional Regulation Building Codes and Standards Product Approval Application Detail P.aa.1 of I 3W204 ` code _ _ - .. or J2,gg DAD Date Pandlrw Data Type Version Manufacturer contact andllerr&Ucanso Vagtlaad Illy Va0tlded submitted FlICAorxoval Apsoow asp Ravaion -2020 Global Protection Products, LLC: Tan Robktmn WOW Tilt Jr.. P:E Jahn W. Knazevich• PE 09108/2020 D9108/2on 1DMV2020 i2M52020 Approved C2logory: 8hudea (RI 899-7545 PE-44167 (954) 772-6224 Scheategern! Storm Panels 0m.roNna r@gppant:w Ilanes Method: Evaluation Repo toma Comp epan in Florida Raglslared Archlact a a Lrcerssed Florida Professional Englnaer 'Fiay1387&rts Proxarets - QualitYA6aurance avedfwrls A moved far Use 8a rrAAp Impact 8selat a,a# Product Mod,l. NM#Or a Name is,euor p,nedolOn StPlM[3giFfaglt D.QSfa IaYYI4z OCitsId, HVHZ ftestant ssuro 1 20 Gage Geiventeatl Steel' Storm PanaI5nKVHZ Camgated Galvanized Steel norm Panels retained 17J312023 Yes Y. Y. N/A err not by II 1. PI.Ide hurricane prdecllan. 2. 24 Gage galvanized Ste Storm•Pandst VHZ g d el tint i. 12023 Corrugated GUYanIZed areal Storm Pantie retained 2!3 No Yes Yes NIA :or not by Incas: to provide hurricane protection. Florida Department of Business & Professional Regulation Pager of Building Codes and Standards 117/2021 Product Approval Application Detail Clod .Entity orData owe One Porldtno. 02 l'. Version. Mryrufacl lunar Contact Snake. &Lioenae Validated av Valldaiap &elbmifted FBC Apo-] Aop Ild Status. vis' 2020 Commercial Concrete PfodUaalnd.. Re ion Robert Gillis SamuelA. G eenbo n g r0 John H pY. 12/162020 12/1612020 12r2R 20 din FBC.A -, 0 g Par. Cate . Structural Components gory '81 659,3707 E-34245 1 s P r ) 352 586-53 1 i ) 1 SubCaNgory: Products Introduced as a Result of pracedgatorlyyahoo.00m Naa•Techrology, compliance Method: Evduatlal Report from a Florida R.S1.1anodArchILI Licensed Florida Prdassbnd Engineer .. -I_ ` PW?i44t6 Pradudts Quality Assurance AooraYed far Uea A-vad for Usa Imoad Oasbn S-09 Product Modal Number or Name Product peserlotlon Cerarad Expiration bate. In HVHZ outHrm kVHZ Redstart Pressure 1 Quality Precast or Commercial ConcrateProducts Protest and Prestressed Concrete Lintels 05252o24 No Yes NIA WA March 6, 2023 E Z Z w J =r ,sr 1I $`°41 �_! CD� w v C7 L - L:.0 [ 4.a i M t61=C-4 = &,V a_ V) _ cc C7 - on 4EIII CV _= � 4 U N E2 a) cu n, tom. = c = N ® 5 -- 3 3 5V � = a) a5 CS 6a yam+ i- W = CCa R T N =• C O a_ 6J -2 U) 0) E ,, w Z cn cia > O CL O / v U 0 0- n' W U `V m =:3 Q -0� o WC 2=^ Z Z J d SHEET NO. PA 1.1 Florida Departinent of Businees & Professional Regulation Paga1 of a Building Codes andStsndsirds anw= Product Approval Application De3tall 211111 _ .. .. 50N�a 21M so Oa Win..45 MA Wrn n YaeuibeWnr HAtln ot&LI snee Wiklim"Hr "W lb*dd aubmilled FBCAeeMral Ainkni Afirnlddcn .2020 Pegg Cor wbm Job Hayden Sond1 window w4 D W James L aW*Mr, PF. a 07/14P1020 07114t2020 07mr4m Approved ealkgblF Vil Robineen Manufa WWAMMatlon CHUCHEnglnearmg a leco"my: Sho1e Hung P41182141086 CW)4*14W CenrpOanes sell, Mark or uslrig weProdumplerowepo IhLiam _ -.. AliesiftAwwwas Appro a0 N"' �' Agany" d for Jgyggl( I $@a•! P4adml. Yoda6 Nrmihr arNaro. cad"a ExekAtbnges in HVH2 cufti l.4 .t at 1 1 sod" 100 Hem Performarw9figleHung vinyl Single HUng Wkbw(42• e72') 06 IMC127 No Yea: No +501L.50 2 SWba192D High P9ftnrwmvw8r®kr.Run9 VW High PorbmYnm Sin9b Hung Taln 0W12027 ConpAshe No Yes No +801LW 8 18018 A0208Irgla Hurg (TB xGW M W44alglo Hung Trple CD (10B•x77) o8i&=7 No Yes NO +40W 4 ea1ea1W2081rgls Hung Wryi8lrglo Hung Tdpw COnpWihe i105'x53 Y} 06=027 No Yes. No +$60.86 b Smac 102081n9hs Rung Virb181roei Hwg Twln Gsmporl1aVWWxa4.6} wi312027 No Yes Nil *3Wr36 8 8610510120alrglo HUng 'AV Simple Hung 7WoCompoSlk(72'x 6eS1.. ow1tV2027 N. Yn Na +gyg5 T Somme 100Single Hung WyABingieHog vp*conpotaP(107xwgv) germA027 No Yea No +$so a series 10120 single Hung Vinyl single Hung Wlndow(Or x72') 06(172w No Yee No, +35635 o Series 10120 SIngk HU g wrryl Single HUMS WIF400110 XM-if2) 0192027 No Ye}. % +gaegg 10 aedas1M10singlc Hung VIV Single Hung 4ylnaow 185• x se -ix) 06010027 No Yea No +36r46 it aarl"IMOSlrglo Hung MW single Hung :Wlndow(44• xa4') w72027 No Yee. Ns Alli35 12 -Sede6:1W2081rgls Hurl VW Bkgls HUng Wladow(36• ir71') 0005=7 No Yes No +$5W 13 amea IVA 81mill Hung Vinyl Single Hung Twln Cornpeega(73'x 53X) 06=W7 No Yes Me +26135 14 .eerkellg20Slrgla Hung wiyr ONIS Hung IWln.Oomposse(al 53:5-) 0621=7 No Yee. me +3&45 1H $orbs imaingl6HUrg Vinyl Single Hung Twin 0WrpWs(g6.W x72•) M17MT No Yes No +38195 15 $4daa 1020 angle Hung Vinyl Simple Hung Bain Mmpoeke (72' x 72') 061162W Na Yes No +4W-40 17 SBdas1020.SIrglp Hurl VIV Rxed Wgh Single Hlrng Flanke,$(1o5 x'Y2') 10MV2021 No Yn Me +3m'w tLdtlgg6.R13 Pradmw _- 3gAlaa- 1WO:d lLglim a � Produce YMeL Numbr atNaro. Prodied Dweaftlah anaw, in G.Wift HYRZgLLllMBt N 1 150 88,10 orThermeW W Enconom orAvend High VW Hill Per4ornwao 81rgls Hung (42' x Tr) W(17=T No Yoe Nr +eD-m Peden MnoO Single. Hula 2 1W Serene orTharmadararEnmmpau rrAvantl High vinyl HO Psnwmanae alr ow Hung Twin ow'10027 No yes NO +50rS) Pwkmvm Smile HUng. Gornpvaioa f72• x W12•l 8 I Sanm e1,11"hermap0erorF2zempass drAVaMl iSingla Vinyl Sells Hung Trple C gxeft'(10a' x 17) 08I1w2w No yes NO +40W Hug 4 160 Berko orThermntar or Enoampeas wAYmd single MV 8Ug1e Hung Triple ODNP ha(IOr X 63.S•) 0823WAY No Yoe No +35LW 14wv , .. Rodda Depa lim of Busirdesa & Professional Regu Cation P.01 ell Building Codes end Sig ndards IMWM22 Product Approni Application Dili Sga Raft Deem Doter Ocxe PapAes ire Wroi" Nuaduftetume w4eyd os F94Aow*vd Aeererad am" Af"Utl a 20M Polio GWporPOon Joe Hayderi 8andl Wltrlowsw Door- Jonas L BUoknW, RR a CIW142PM 07114l20S0 072012020 Approwd cotia y. Windows RDWW MenuYaWrorASSwi n CRUCICEnairmilre GAColAaarr. NorhonW 8llder (641) 8214MM (181)41114W Gornpilonee Yuhodt CerOaOetloh Mork 0, Long pallepmdualepProaelops' '1 Ila.wm 41SA6L.07tlYdY .. ., A *d la U,, Aee,ewdMx - use Imgard Rapt �: prarlypg Yadd.NunhaenrNAre. pp uae Da.eHoelen SedLtl45 Grelrotlan Deb in NVH2 Cluiaida HUM1l2 Aa ww" pme" 1 45Wke 1WR0 8110MO WlhdoW Vinyl sliding 1M Wow M or)W. 7342' x801 0 m(12y No: Y" No +3wp w 2 Series I=*$11dbgWlmitn MW 81ki1rg Wid"W*rXD. 7"0' x W) OOM0023 No Yes N7 +0Ge35 3 Senn 102081brin YMdod ViV 6lkiing twrrdm (XDX, 105•x W') M070M No Yes No +30150 4 :Series 1090811dIrg Window wend Owing Window [Xox.. 10$'.x30y 03271=3 No. Yea No +31l Ronda Departrnent of Business & Professional Regulation Pavel di Building Codas and Standards aHa zaa Product Approval Application Detail Cod. En6M.er. DWO Rilk EblrPandaa 11111k Wra]*n NaAoand roe 09,14pS shal"WALkeAa. WedalW Mr 1►4idGra submilhd FRCAkirev* AnowAd G*kw Aflrnaeum tom P4118co"Motion Joe NW60 Sarre WMowand Door: T.E.. Lunn, PE, LLG 0711412020 077142020 07/2212020 Approved galaill Wndows Robinson r4anua1a0urerA4sakrtbri [651)828.84b6 asbcmmwy. 81'y1e Hung (641) f21.6095 GAmpflemw Method: Qwwww Mwkw us5n9. peltfpddwopprWelg3Pe Ft2d IIa.4orn mitt Pro"dl lNuaabr eels. Prodgelt0vioddled Comma Eaair.d" Dab A JMa aen[o1MSLM_Ya5 I N oubilk1 lm od 22d a 1 Pets 1Q Was an& Hung Wndow 3W XW Mmyl N0n4mpact Ssgle.HUMS WP - 051221M No vac No +4V40 2 Polo 10 aww Singhe Hung wm ow 64'XW Vinyl Nen•IMWCt eagle Hwig WkX W 07MM022 No Yea Me +4545 a Pane lO SWba Mngb.Hung Wndow a4•xaa•vlrgn rkmlmped a,"hung mWcw 0Tro92022 No yes % +sOti60 4 Pole 10$erbs Single Hung Window 46 x78• vinyl NoAdmNial single Hung wader WM 2022 No Yes Ni +34,90 s Pole 10 Series Single. Hung Window 35"x82• Vinyl Non•IMWO Single HUMS WpWOW OB222022 No Yes No .510g9 6 P44410 %AN singls Hung lwndow 3W R77 Vlnyi NtiMmpeq Singla Hung ANWow OR090022 No Yes No +801-00 T POO 10 agrealiSmill HUMS WMOOW 62-N8• x 50' vinyl Nw4mPOet eingie Hw+g WmdWV 10(1T2m No Yea No .i60(.gg FlkA1 mS'RSYmda� .. .,, '�tiMWhtdlal�lW. AnewnadFor Us, Agglgamad WYw bell 21dm Amg Prodnd Model. Nr eelige rNairie.' Pirodeu0eaadolian Gaikroar Bxgln(Ipn Oab in HvH oubYe wm Win! 1 POU 10 series Single Hung.Wndw 9699WMnyl Wn•nnpivt.Bingle Hung Wind" 0922d7023 No Yea 'No +40V•40 2 Peas 10 SaH6s Single HUMS Wndow 64'x 80• vinyl NWnnkkt Slagle Hung Whxlow ONW2025 No Yee No +45h45 3 Pella 10 screw SIMI. HUMS Wad- iorke•Vlrryl Non-Inpei931rly Hung rff7dow ow"028 No Yes W +50W 4 Polka 10 Serles BIngle Hung Wndow Sr XB'J• Nny1 Nminneaar eingle Hung Wrefiea DiURM023 No Yea No +561-0 a Peia 10 Se+lessingle Hung 3wnddw, 62AIV x OV" N0n4mpWS1gl& King WOWow 10i172028 Ho Yee NO +80�00 Flodde DepaNment of Business & Prof8Sal0nal Regulation Paea1-A11 Budding Codes and Standards 5"(113W Produot Approval Application Detall Radda Department of Business & Professional Regulation P+Ca 1 et1 Building Codes and StaSidards 010=2 Product Approval Application Ol l 49* ... �riliaenee OWN. Al Dah P.Mnn � pp� Tom. WMon M0fivil 4irer - 00*0rg BA Volweew Hr V. 1kill # Uu "M FBCADSMVW Aupri out" At"atico 2020 PWa.CMporawn Joe HWdOn SOiKO Wndow grid Door James, L Buckner, P_E. 0 071142020 0T7141*028 OYI=2070 AP&x%ed Colaill Wndowa RDbineon Manuf swilirAssaokWon OBUCKEnglheedtg aubgubil lewd (541} 521.5085 (661) 4914MV G"nowieaor aail O.-n6gce0on Marker us" Wapodutlaw-upe Ils.00M $la,E P Yehl. Nururr at Names _. llW9titAmlaam C"faarkurotiaa Due ao Of-lbi A-,,Wfi, M HVR U- INO�it l Na 1 Sent 10710 WOdlbWWkrd4AP(y8•X75•) W71152022 No yea No 251128 E Series 1020 VInylR%WWhCkw(A05'x84') D7n62022 No Yes NO. +25-29 a aWba 1w20 wrryl Wad WlntlPw par x60) orn02aa2 NO vas No +5gte0 avastvAss AnerAead law go, A96MM d Pee UdA iromu DOe a t 1te E Product Mudd. Nurobw Or Naroe Faadme Dnadow" egamkbgkaibe Dab In HVHL Oublia sPINL t ProvjMra 1 801e 10r20 Vinyl MOW a&Kb. (g0• x TO-) 071A5f2024 No. Yee. No +261-26 2 $ones 100 VlV OW nindow(109-x54'). 0n110204 No yea N1 +2Wr28 3 S$1es.IGTO VHiyl Fixed WlrG6w(%1. 601) 01f15r2021 No Yes 40 +60'-90'. Ronda Department of Business S Pro%sslonal Regulation N01.12 Building Coda and Standards ds arlw2 42 Product Appnowal A4Wicef7on dater Sdiad. - .. .. _... Emm, .. _. now .tom Dw Pond ee Di*o - - - Tom. Varol" 111110"helurer C90141tg F.nainWAf.iernaa W14i Br ya rid Zltil FBCA00*4 Angroved Swoe Ashn'ailor' RM Polls Corptrappn in Hayden so" WWWO W Deer Jamaf L Buckner, P.E. a 0711412= 07114MM 07/202020 Approved. Oalpay. Ex)eHorn0o9 Robirw MenOUWA*rA$NDWW CROCK Engineering aubgahNMy. Sliding: Eldador DwAssamlelka- M11)6214i0w (e61)491.0027 Ceropilaan Mal Gertil llonMark W Jsang pegapmdutlappr5vul®pe 118.ODm ff'��RaaWxb ... aeumd he Use ,agprvemad, for ,Ulm d01B19f >aulgg egg Pradeal Model, NuilewbrNawe 009knedl, Gx6114tion Dab in HWi2 Gubldb HVN3 sol."dt Prraun 1 8edew 102025 aldingfllass Dow Vinyl 24'anal'CIK@1ldrg time UWr(BS X 36') 1102021 No Yoe No +29-26 2 $edge IQ1202f eldingelass Dw Wrylsingle POVIrlirod 10-Do*,(ekksl0A$4-11690' OWN022 No Yea No rSOLS6 W seriaa 10126208110ldgGleff Door VIV 24'anel"Gr siding.Om Door(72• xW')' IOM502021 No Yea rat +3". 4 Sees AW202W 90dIngGwsaDw Wryl 88gke Pamel.Fbad 10' noor(SHu8s, 47.12'x tw2wC22 No. lrea Nb h7sr-2S W129 apegrAeavvr Aeem adkruse Argrowd ear use Whow D"l_ �._. ,All Prewl"t Ed" Nusbor arName Pg auDoedulan In" j 1 Series ISO or exi mpaae orAaengStlaang Glens Door Os242031 No Yee No +21151-25. g5.1M2') 2 serum 150 ar Errmmpase:orAvadi8lkagGwss Door WrA Bkgla Panel Fbed 10' Dor(Sktalr, 35.12'x 021%=2 No Yee No +40V40 $1.12.) 8 serve 100 or ErSompeaaQAwadSWIM {Baca noon Vinyl 24ianel 10)r SWIMS Gle neer(77 x$2') 0"W2029 No Yes No +361.36. 4 series Is) orErkompe69wAwhdlSIM%_GUM Doer VW seal* POMI PlxW'0• DOWtflklollk• 47-12•x 0211W2032 No Yea Me +211125 8a-.:i29 F7p;Id4tW Ptudkhk . dbrlib Apl.'arMMl Aperarad her Use Llg_owill hillM )fig goo :rte- Rrodutir Medal. Nurobar aruaaa. PldWiral OaaaHMiarr CaAr( arairatian Dau In HVN oullwa HYNt1walefto person 1 $Wlas laD or Pmeompasa orAvan681idingGk.4sD0or Vinyl 24WO1'OX Sliding Cisaa Door(W1W x Q 242081 No.. Yn No +251= w12.) 2 8adea 150 MErrarripoes LTAeanti Slkgng GY§s000r Viso single Merrill Fbod'a*DOW(Bk1eYa,9 Ar. 021162032 No Yes No +4WAQ $1.12') 3 Series ISDorErlmmpeea orkAsmlSikOng GwasDoor Vinyl 2-Ponol'or 91W0rgease Door CM282') 004=2 No. Yes NO +WI35 4 BWwa 149 w Ereompma orAwnd 9110V.GlamDaor VIIryl5kngw Prot FSYd't1' Gw Midallb, 47-12'x "soon No Yes NO +251.26 ww) Ronda Depadinent of Business & Professional Regulation Building Codes and$tandarde Product Approval Application Dietall PyPi ati War= ILWRIYAaalXarrpa Anawed rm Use Annrerad far nas 11013OW Eiwgg Sig Predeet Model. NW Warblame "tWDnsdAUaa 001t0912"I00" of In Hw42 outaift Tbaiebet aura 1 10$erlq FlangeFhlstl 10 Beroa 12• Flarge Fixed Whom 05262031 Yn. Yae No -NIA -3-e a) N (n n 1 j � .4..d U W^, CU O Q C 0 0 O N =3 -0 C6-CIO U inn O O r i . c6 U_ 1- O .Cn W'^ (n E O W> ^, O Q w J N P,S O 2 Ge (� LU C9 i1J ® h t� 4C C-)LA_ 4 er 'Fri ffi See"' . CX- CG r� b CW M CU t� �0 eV � w G y 03 w � 4.3 cTd c2 !L) 4n EL � c � 4o e Cn -6--a zW o > CDL o Q � U O L W O L LU z J z J a. March 6, 2023 SHEET NO. PA 1.2 N to � O -t••r U N 2 t r � Simpson Strong -Tie 2020 FBC Approved Products Updated 12T3012020 a Simpson Strong -Tie 2020 FBC Approved Products ll- tetl 12f30/202U. pia r SimpSDn Strang -Tie 2020 FBC Approved Products Updated 1213rN2020 P r �� - Simpson Strong Tie 2020 FBC Approved Products Updated 12l30w202A p - W ^1 Q O i For direct links to all SST approvals listed below, CLICK HERE „ , For direct links to all SST approvals isted below: CLICK HERE .. , For direct Inks to all SST approvals fisted below, CLICK HERE. - „ , , For direct links to alI SSTapprovals isted below, CLICK HERE. W /'1 �s•e L.L. - v ... .. F additionalinf t -.: !O CLI HE E For information regarding Flontla; Statewide Approval system and Mtarrn-Dade Canty Notice Acceptance.(t A). CK R - ... o Sion 1 f ail regarding loritl 's Statewide ProductApprovalr-. em and Munn -Dade Count Notice of Acceptance NCA . CLICK HERE. Foradd I n arm an agar g F. a. wild otlu System y P ..t ) For Informationr regarding Elands; Statewide Product Approval em end M9an11.OadB Coon �.... g APP ?Yst iY.. Natrce oP Acda lance MDA CLICK HERE. P - ( - ), a For adddbnal Information re ardin Flaridas Statewide Pratluct A naval em end M§arN-0ade COUn g.. 9 PP �- 1Y Notice of AC lance hJ0 ,CLICK MERE. �P (. A) - ^1 (% _FL#2355-R7 FL#ii1446-R6 FL#70456-R5 11 HUs, HUSGseries hangers Face -mount hangers available in widths ranging from 1.518" to 3- � V 9116"rand heights ranging from 4.5116" to 11" Concealed flange Sea # Product Model. Number or Name Product Description Sea If Product Model- Number or Name Product Descr nt on Sea # Product Model. Num bar or Name Product Description version (HUSC) available for models having width equalto or O O 1 Titan Stainless Steel Concrete & Mason Screen Masonry (1TN-SS) 1/4"diameter Titan stainless steel masonry screw 9 A21 A23, A33, A34. A35, A44 Angles 1 ET, BTB, BTH Brick Ties greater than 3-9116". O L L_ O 2 APA21 APA4, APA6, APVA21, APVA4 APVA6 Outdoor Accents Angles 2 CMST12, CMST14 CMSTCI6 Coiled Straps 12 [US series hangers Face -mount hangers available in widths ranging from 1.718" to 3- 0 Q 3 APB44, AP644R, APVB66 APB66R, APB88 APB88R, APB1010, APB1010R, APVB44, Outdoor Accents Post Bases 3 C514, CS16, C518, CS20, CS22 Coiled Straps 5/8" and heights ranging from 9.114" to 16". 0 O _ F1.19689-R6 APVB44R, APVB66 APVB66R, APVB88 APVB88R, APVB1010,.APV6101 OR 4 CSHP18, C8HP20 Coiled Straps, 13 LGU3.25-SDS, LGU3,83-SDS; LGU5.25-SOS Face -mount hangers Co "fir 4 APOJT2A, APDJT2R-4; APDJT2-6, APDJT2R-6, APVDJT2-4 APVDJT2R 4 APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 Compression/Tension Strap 14 LU24 LU26, LU28, LU210 Face -mount hangars -0 {'j`j O Sea # Product Model. Num bar or Name Product Description APVDJT2R-6 6 DSP, SSP, TSp Stud to Plate tie 15 LUC26Z, LUC210Z Face -mount hangers E Q 1 SD10112DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, H3, HO, H7Z, H16, H16S H16.2, H16.2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9/16" to 4- a)L L 0. 2 SD9112, SD9212,:SDIO112 SDIO212 Strong -Dr ve SD Connector Screw e APL4, APLB, APT4 APTB, APVL4, APVL6, APV74, APVT6 Outdoor Accents L and T Beam -to -Column Ties 8 HGT 2, HGT-3, HGT-4 Heavy Girder Tiedown 518" and heights ranging from 3" to 10-15116'. (n O Co 3 SD9112SS, SD9212SS Strong -Drava SD Connector SS screw 7 APLHA 24, APLH24R,PLH26, APLH26R, APLH214,.APLH210R Outdoor Accents Light Hangers 9' HS24 Hurricane Tie 17 - MGU3.63 SDS, MGU5:25 SDS, MGU5.54- SDS, MGU5.62 SDS, MGU7.04 SDS _a Face -mount a+- ,.� (a ++ '^ 4' F 2 � SDC 2 434; SDCF22512 SDCF22614, SDCF2270D, SDCF228.a8; SDCF221014; = Strong Drive SUCP Timber CF Screw i8 BVLZ Brick Veneer Ledger Connector k g 1 0 HSS2SDS1.5 HS52.2-5 53 S52-3S S3, SS4- DS3 Q . H _ _ D _, H S_ Heavy Shoe. any 1 8 , IU series hangers' M seehang - Face -mount ors available t width ranging from 1-9J1 B to 5- tabl n s gl g om 1- � . � v J Q SDCF221134, SDCF221334,'SDCF271958, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2 HST3, HST5, HST6 Straight Straps 116" and heights ranging from 6-15116" to 19-112''. 5, SDCP22434;'SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24 HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQI6KTZ, HTSQ20KTZ HeavyTwst,9trap 20 SUR SUL SURC, SULC'series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400; SDHR27614 SOHR31404 SDHR31614 Strang -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 0118"to 3-9/18" and heights ranging from 3-1/16to 13.314". 7 SDS25112 SD825134, SDS25200, SDS25292;SD525300, SQS25312 SDS25412,. strong -Drive SQS.Heavy Duty -Connector Screw 13. FC4 FC6 Framing Clips 15 LSTA9 LSTA12, LSTR15, LSTA1.8,: LSTA21; LSTA24,.LSTA30; LSTA36. i Straight Straps Concealed flange version SURC SULC) available for all double { 8DS25500, SDS25600, SDS25800. 14 FWANZ Foundation Wail Angles 16 LSTI49, LST173 Straight Straps 3X and 4X models; onlyacute flangeis concealed, 8 SDS25112SS, SDS2520CSS; SDS25212SS, SDS2530OSS: SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GAi, GA2 Gusset Angles 17 LT620, LT1340 Bridging 21 U series hangers Face -mount hangers available in widths rangingfrom 1-9/le'to 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor•to-Floor Screw 16 H2A, 142 5T, H8, H10A•2, HICS, H14 HGA70 Hurricane Ties 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap Wand heights ranging from 2-5/8" to 11-1/4". 17 HCJTZ Heavy ConoeaiedJoist Tie 19 MOT Medium GirderTiedown 18 HH4 HH6 Header Hangers 20 MST27 MST37 MST48, MST60, MST72 Straight Straps FL#10007-RO 19 KBS1Z Knee -Brace Stabilizer 21 MST AD, MSTA12, MSTA15 MSTA18, MSTA21, MSTA24, MS7A30, MSTA36, MSTA49 Straight Straps FL#10667-R6 20 L$O, 1-50, L70, L90 Angles 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps Sea # Product Model. Number or Name Product Qesc:Qtian 21 LCE4 Post Cap 23 MSTC48B3, MSTC6683 Pre -Bent Straps Sea S Product Model. Numbecor Name Product Descrintion 1 ATR318 ATR1/2, ATR518, ATR314 Threaded Rods 22 I =, LS50, LS70, LS90 Skewable Angles 24 MST126, MSTI36, MSTI48, MSTI60, MST172- Straight Straps 1 BA series hangers Top flange hangers available invddths ranging from 1 9116" to 7- 2 ATUDS, ATUD6-2, ATU09, ATUD9-2, ATUD9-3; ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS16, MTS16, MTS20, MTS24C, MTS30, MTS300 Medium TwlstStrap 118" and heights ranging from 7 118" to 30". 3 - BP3l8 2, BPI/2, BP1/2 3, BP5/8.2, BP518 3 BP314; BP314 3, BPRTU03 4 Bearing Plates 24: LSS.126LZ; LSSJ26RZ, LSSJ28LZ, LSSJ28RZ; LSSJ210LZ; LSSJ210RZ Field Adjustable Jack Hanger 26 NCA2k1012, NCA2x12 12, NCA2u816, NCA2u14 16, NCA2x1.216 Bridging 2 DGBF series hangers v r „- d` a hangers available widths ranging m from 3-a78 to 7 Top flange h g s a al a g g 4 CNW318, CNW1/2, CNW5I6, CNW3/4, CNW518-112, CNW3/4S18 Coupler Nuts 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.56- LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 27 RCW01'2 RCW814 Wall Bracing 118" and heights ranging from 9-1/4" to 24". 5 CTUD55, CTUDB5, CTUD66, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97; Coupling Take -Up Device 25 LTP4, LTP5 Tie Plates 28 RPSI S, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in vAdths ranging from 1-1 W to 3- CTUD98, CTUD98 27 ML237; ML24Z; ML26Z, ML28Z, ML21OZ Angles 29 RSP4 Stud to Plate Connector 5/8" and.heights ranging from 7-114"to 24", 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down $0 SP1, SP2 SP4, SP6, SP$ Stud Plate Tie 4 DGHF series hangers Top fiangehangers available in widths ranging from l -314" to 3- 7 RTU03 RTUD36, RTUD4, RTUD48, RTUD5, RTUDS, RTUD7, RTUDB Ratcheting Take -Up Device 29 MMHG Hinged Roof Connector 31 SPH4, SPH6 SPH6 Heavy Stud Plate Tie 5/B" and heights ranging from 9.114" to 24". 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26-2, MMLU28, MMLU28.2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1 5 S$2.5, SS3, SS4.5 Stud Shoe 5 E05, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5.1/4"to 8- 9 TUW38 Take -Up Washer 31 RBC, RBCP Roof Boundary Clips 33 ST9, ST12, ST18:1 ST22, ST292, ST2122,-ST2115, ST2215, ST6215, ST6224, ST6236 Straight Straps 710" and heights ranging from 11"to 32-1/2". 10 URS3 318",Uplift Rod. Run Tiedown System 32 RST-3 Roof Tie -potion 34 TB20, T627, TB30, TB36, TB42, T648 TB54, TB661 TB60 Tension Bridging 6 EGO series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 11 URSA 112' Uplift Rod Run Ttedown System 33 RTC227', RTC42 RTC2Z; RTC44 Rigld Tie Connectors 35 TWB10, TWB12 TWB14 Wall Bracing 1/4" and heights ranging from 11-14'to 32". 12 URS5 5f8' Uplift Rod Ron Tisdown System 84 STC STCT, DTC, HTC4 Truss Clips 36 VGT VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddl$ hangers ravaila136 in widths ranging from 3-114" to 6-718P 13 URS6 314" Uplift Rod Run Tiedown System 35 TJC37 TJC57 Truss Jack Clips 37 WS106 WB106C, WB126, WB126C, WB143C Wall Bracing and heights ranging from B-11211 to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 118" and heights ranging from 1 1"to 37'. FL#10441-R6 FL#10531-95 9 HB series hangers Top flange hangers available in widths ranging from 1-9116' to 7- FL#10447-R5 1/2"-and heights ranging from 8" to 30" Sea ProduotModel. Number orName ProductDescrltitlon Sag Product Model. NumlerorNmymee Product Description 10 HGL:S'series hangers Saddle hangers available in widths ranging from 5-114'to8-71V1 1 DTT2 Hold-down Sea # Product Model, Number or Name Product Description 1 CBH2.37x5.5, 081-12.57x7 63, CBH2 37xg 75 Concealed hangers and heights ranging from 10-112'to 28". 2 HDC10/4, HDCIOP22 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, QH UTF series hangers Face -mount (DU, DHU) and tap flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4" to 8- 3 HDQ8, HHDQI'1, HHDQ14 Hold-down 2 DSC2R-SDS3, DSC2L-S0S3, DSC5RSDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9/18" to 3-9116" and heights 7/8" and heights ranging from 7-112" to 32". 4 HDU2, HDU4, HDU5, HOU8, HDU11, HDU14 Hold-down 3 GBC' Gable Brace Connector ranging from9.118 to 23-15116". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1X'ta 7- 5 HPA28, HPA35 Strap -style puriin anchor 4 HCP1 81, HCP2, HCP4 Hip Corner Plate 3' HGU3.63•SDS, HGU5,25•SDS, HGU5,50-SDS, HGU5.62.SDS, HGU7.00-SDS, HGU7 25. Face -mount hangers 1/8" and heights ranging from 14" to 33": 6 LSTHD8, LSTHDBRJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2, HHRC411.81, HHR:C44, HHRC5.25Y3 25. HHRC53713.12, Heavy Hip to Ridge Connectors. SDS, HGU9.00-SQS 13 HIT series hangers 'Top flange hangers available in widths ranging from 2-5116' to 3- 7 MASA MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1.5/8"to7- 9116" and heights ranging from 1$"to 26". 8 MPAI32, MPA144 .Strap -style purlm anchor --6, HRC1..51, HRC22 Hip Ridge Connector 318" and heights ranging from 5-5MO" to 12-718". 14 HUSTF series hangers Top flangejoist hangers available in widths ranging from 3-118"to 9 PA18 PA23, PA28; PA35, PA51, PA68 Snap -style purlin anchor 7 LRU26, LRU28, LRU210, LRU212 RafterHanger 5 HHGU5.25-SDS, HHGU5 50-SDS, HHGU562SDS, HHGU7;00-SDS, HHGU7 25SDS, Fece-mount hangers 3.9/16" and heights ranging from 5-318" to 13-10. ID PAII8, PA123. FA128, PAI35. Strap -style purtn anchor 8. LSU26, LSSU26, LSSU210 Light.-Slopeable/Skewable U Hanger' HHGU9,00-SDS 15 HUTF; HUCTF series. hangers Top flange hangers available; in widths ranging from I -9116' to 5- 11 STHD10, STHDi ORJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26.2, HHUS28.2 HHUS210.2, HHU546, HHUS48, HHUS410, HHUS550110, Face -mount hangers 112" and heights ranging from 3-7116" to 15'. Concealed flange. 12 STHD14. ETHD14RJ Strap -style hold-down 10 TC24. TC26, TC28 Truss Clip HHUS7.25110 version (HUCTF) available for all models having mitt equal to or 11 THA29, THA213, THA218, THA218-2, THA222-2, THA413, THA418, THAC418„THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mourn hangers available in W,dths ranging from 3- greater than 2-9/16". c THAC422 THA426. THA422-2, THA426 2 118" to 5-1J8" and heights ranging. from 4-314" to 15-314"- 16 HWP series hangers Top flange hangers available in widths ranging from 1-9115'to 7- 12 THAI1 81/22, THAl2.06/22 THAl2,1122 THA1222, THA1322, THA13522, THA1422 Adjustable Truss Hanger Sized for Waists Concealed flange version (HSURC, HSULC) available for all 118" and heights ranging from 5.3/8" to 28". tom: al 'ia 13 THAL422,THAR422 Skewed Truss Hanger d 2 dou ble X and 4Xdlltflange i models; only acute ange s concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from 1.9J16" t4 7- r w 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26 HTU28, HTU219, HTU26-2; HTU28-2, HTU210-2 Face -mount hangers 112" and heights ranging from 5.3/8" to 32'. a; CL n 15 THJM2-4-SDS3, THJM2-5SDS3, THJU26, THJU26-W Multiple Truss Hangers 9 HU HUClseries hangers Face -mount hangers available in widths ranging from 1-9/16" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9/1 6" to 3- � tta c'", 14 16 TSBR2-24 Truss pacer -Restraint 112" and heights ranging from 2.718" to 19.1/4" Concealed flange 5/8" and heighth ranging from 9.1/8" to 16' m >< 17 VPA2 VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 JB series hangers Top flange hangers available in width of 1 9116" and heights 1< 18 VTCR ValayTrussClip greater than2-9116" ranging from5r3f8 to7-114',': 2: W o •� 10 HUCO1 $119SD5, HUC01.$1111-SDS, HUGQ210-2-SDS, HUCQ2103-SCa4, HUCQ310- Pace-mounthangers'20 JBAserieshangers Top flange hangersavailable mvbdtho#1 9116' and heights --Cc� rra C14 SDS, HUC0410-SDS, HUCQ412-SDS, HUCQ5.25/9SDS, HUCQ5.25/11-SDS, HUC0610- ranging from 9-3118 to 131/&". Q9 SIDS, HUCQ612-SDS' � tit ce¢ ccr C) sa � m W C C E ra co r _ - Simpson Strong Tie 2020.F8C Approved. Products U tinted 1213012020 p, • � - Simpson Strong Tie 2020 FBC Approved Products Updated 12MI2020 • �� - Strong -Tie Simpson Strong Tie 202U FBC Approved Products Updated 12/3WMO - ' a � S - Simpson Strong Tie 2020 FBC Approved Products Updated 12/30/2020 C3 For direct Inks to all SST approvals listed belaw., CLICK HERE For direct inks to all SST approvals listed belo;+,. CLICK HERE. For direct links to all S$T approvalo listed belaw,. CLICK HERE, For direct links toall SST approvals listed belo, CLICK. HERE. For Additional information regarding Flandas Statewide Product Approval System and Mam-0Dada County Notice of Acceptance {NOA), __r.F, For information regarding Florida'sFlondasStatewrde.ProdudtApprcvat System an ManDade:CauntY . Notice of Acceptance CLICKHEE . _ - For additional information raganin Flandas Statewide Product Approval Systmart Mau Dada Count Notce of Acceptance SN0A)� HERE. Fadditional information Florid .s Statewide Product�: ApP oval System and nDads County �C, of Acceptance MCA), 21 LB seriesihangers Top flange hangers availaible. In width of 1-9/16" and heights FL#11465-R5 18 S/L13VI.56, S1LBV1.81, SiLBV2.06, 518V2.37, S/LBV2:56, SILBV2.68, S1LBV3..12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5 W" to 151W... S/LBV3.56, S1LBV3 62, 8ILBV4.06: SILBV4.12, S/L13V4.28, S)L13V4.75, S/LBV5:50 6 Strong -Bolt 2 (ST62,: STB24SS, STB2.6SS) Strong-Bote2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1.9116" and heights Sea # Product Model. Number or Name Product Description 19 SILTT20, SQTT2Z, SM T14, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainlose Meet ranging from 9-MB1 to i8-v& 1 HHUS210 3, HHU8210-4 Joist Hanger 20 SIMST60, SIMST72 Straps 118 mil (10 ga) 7 Titan HD (THD•H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS THD-CS6SS) Then HD Heavy Duty Screw Anchor for concrete and masonry 23 LEG3, LEG-5, LEG7 series hangers Top flange hangers available in widths ranging from 3-114" to 6- 2 HRS6, HRS8, HR512 Strap Ties 21 SP4, SP6 Stud Plate Ties available with lieu head in carbon steel and Types 304 and 316 718"'and heights ranging from 9" to 33-117'. 3 HUCQ210-2-SDS, HUOQ210-3-SDS, HUCQ310-SDS Joist Hanger 22 SSP; DSP; TSP Stud Plate Ties stainless steel, or with countersunk head in carbon steel and 24 MEGS ME07 series hangers Top flange hangers available in widths ranging from 5-1X'to 6- 4 THGB2, THGB3, THGBH2, THGBH3 THGBH4 Joist Hanger 23 SrC DTC Truss Clip Type 316 stainless steel 718 and heights ranging from 9" tc 32-112". 5 THG02SDS3, THGQ3-SDS4:5, THGQH2 SDS3; THGQH3-SDS4.5, THGQH4-SDS6 Joist Hanger 24 TBD22r Truss Brace Diagonal 8 Titan HD Rod Coupler (THD37634RC, THD50934RP) Titan HD Threaded Rod Coupler for concrete 25 MIT seines hangers 9 "- To flange hangers m landths ranging from 1-9l16 to P g 9 gig 6 _, THGW3.8 THGW3 4, THGW4.3, THGW4.4 , Joist Hangs r 25 TJC37 TrussJaok Gonneator 9 Titan HD Threaded Rod Hanger THD837158RH, THD37212RH, Titan HD Threaded Rod Hanger for 1/8"and heights ranging from 9-1/4" to 24". THD50234RH, THD1tY212RH) 26 PF; PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9/16" and heights 10 Wedge -All (WA) Wedge Ail Anchor for masonry ranging from 3-3/8" to 7-118". FL#19473-115 FL#13904-115 CD 27 28 RR WP series hangers Ridge ratter connector Top flange hangers available in widths ranging from `1-911,6" to 7- Soo # Product Model, Number or Name Product Descrratron Sea N Product Model, Number or Name Prod)(ct Description FL#116230-RS 14' and heights ranging 9-1/4" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQIM 62-SDSHDG, CCQM4.62-SDSHDG, CCQM5.50-SDSHDG, GCTQM3 62-SDSG, Masonry Piet Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTOM4.62SDSG, CCTQM5.50-SDSG, CCCQM3 62-SDSG CCCQM4.62-SDSG, Sea # Product Model. Num bar or Name Product Descrintien 3 H16, HIES, H16-2, H16-2S Hurricane Tie CCCQM5.50-SDSG 1 AT-XP AT-XP High Strength Acrylic Adhesive for concrete or masonry -- FL#10860-R,5 4 HETA12. HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLQM4.62G•KT, ECCLQM5.50G-KT, ECCLLQMD3.62G-KT, Masonry Pier Caps 2 Er -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2,HETALI6,HETAL-20 Embedded Truss Anchor ECCLLQMD462G-KT,EGCLLQM0550G-KT,ECCLRQM03.62G-KT,ECCLRtOMD4;62G- 3 SET-XP SET-XPHigh-Strength Epoxy Adhesive for masonry 'Sea.:. Product Model, Number or Name Product Description 6 HGAM10, HMg Masonry retrofit connectors KT, ECCLRQMD5 50G-KT 4 Strong -Bolt (ST62) Strong -Bolt Wedge Anchor masonry }4 1 ABA44, ABA44R, ABA46, ASA46R, ABA66 ABA66R Adjustable Post Base 7 HHETA16, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5.25; HGUM5.50; HGUM7.00 HGUM7.25, HGUM9.00 Heavy Masonry Hangers 5 Titan 2 (TTN2) Titan 2 Screw Anchor for Concrete W 2 ABU44, ABU44R, ABU46, AB1146R; ABU55 ABU5-6, ABU65, ABU66, ABU66R, ABU88, Adjustable Post Base 8 LGT2, LGT3-SDS2.5, LGT4SDS3 Girder-riedown 4 LGUM23-2, LGUM26.3, LGUM26.4, LGUM28.2, LGUM28-3, LGUM28-4, LGUM210-2, Masonry Beam Hangers 6 Titan HD (THD-H4SS; THD•H6SS, THD-CSOSS) Titan HD Heavy -Duty Screw Anchor for concrete available in 304 ABU88R, ABU1010 ABU1010R ABU1212, ASU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210.4, LGUM48, LGUM48: LGUM410 or 316 stainless steelwith hex heed, and 316 stainless steel with 3 ABW44Z, ABW44RZ ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7.7 Adjustable Post Base ID META12, META16, METAiS, META20, META24, META40 Embedded Truss Anchor SrapTie for Masonry 5 MBHA3.12tg.25, MBHA3.12J11.25, MBHA3.56f7.25, MBHA3.561g.25, MBHA3.56111.25, MBHA35611188MBHA356114,MBHA3.56116;MBHA3.56M$:MBHA5501725, Masonry Top Flange Beam Hangers 7 Titen Turbo countersunk head. TitenTurbo Screw Anchor for 4 5 AC4,A04R;AC64;AC6,:A06R,ACE6 - BC4, BC46, BC4R BC6, 8C6R, BOB, 8CS2 2/4, BGS2-316 Post Cap Post Cap 11 1 2 MSTAM24,M5TAM38,MSTCM40,MSTCM60 MTSM16 MTSM20 HTSM16, HTSMI20 � Twist Strap for Mason p Masonry MBHA5.5019.25 MBHA55W11.25, MBHA5.50111 88. MBHA550114, MBHA550116, (T NT) .concrete ormasonry 6 C944, C1346, C648, C96a, C668 Embedded Column Base MBHA5.5011$ CZ 7 CBSQ44 SDS2, CBSQ46-SDS2, CBSQ66-SDSZ CBSQ86-SD52, CB5Q88-SDS2 Embedded Column Base 6 MBHU3.5619.25, MBHU3 56111.25, MBHU3.56111,88 MBHU3,56114, MBHU3.56116, MBHU356f18 MSHU5.5019.25, MBHU550111.25 MBHU5-50111..88, MBHU5:50i14, Masonry Beam Hangers FL#16937-R3 > $.. CC ECC; ECCU Series. Bolted column caps with W1 ranging from 3.114"to9.112" and. FL#11496-115 W2 ranging from 3-W" to 7-112 MBHU5,50116 MBHU550118 Sea # Product Modal. Number or Name Product DOSCHOtion M lO 9 CC DS2-5. E - D :5 S Q S GCQ S S2 arias Screwed column capswith' W1 ranging from 3-114" to 9.1/2" and rrag g Sea # Product Model. Number or Name Product Description 1 X$4610165K X1S1016 X1 BI 01 g-4K XQI S1016, XQI61016.4K #10-16 Strong -Drive X MetalSelf•Drilling, Tapping Screws with #3 g W2 rangingfrom 3-518" to 7-112" Deck Tension Tie Drill Point 10 CPT44Z, CPT66Z, CPT88Z ConcealePost Tie Base 2 HDD12?H D19 Bolted HoWowns, FL#13875-RB 2 XL4114T1224, XLQ11481224-2K #I2-24 Strong -Drive XL Large -Head Metal Seff-Drilling, Tapping ^ !�L 11 12 EPB44A, EPI344, EPB46, EPB65 EPS47 Embedded Post Base Embedded Post Base 3 4 HD38 HD5B, HD78, HOBB HTT4 HTTS, 1­1775-$14 Bolted Hokjowns Tension Ties Sea .# Product Modal, Number or Name Product Description 3 XMQ114S1224, XM0114B1224-2K Screws with #6 Drill Point and Large Diameter Hex Washer Head #12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, O 13 LCS44, LCBeO Embedded Column Base 5 LTT19, LTT20B, LTT131 Light Tension Ties I SDW22300, SOW22338, SDW22438, SDW22458 SDW22504 5DW22600. SOW22638, Strong -Drive SQW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #6 Drill Point and Medium Diameter Hex Post Cap SDW228S4 4 XQ114S1224, XQ11461224-2:5K X1'14S1224, XQ112S1224 X01"12B1224-2K On 2'Strong-Drive X Metal Saif-Drilling, Tapping Screws with #6 t� -4-4 15 MPB44Z, MPB662, MP888Z Moment t Base 2 SDWC1 450 SDWCi5t3D0 Strong -Drive SDWC TRUSS Screw 4 16 PB44 P844R, PB46, PB66, P856R Embedded Poet Base FL#J;.FaL-R5-R5 3 SDWH19300DB SDWH19400DB, SDWH19600138, SDWH19800DB, SDWH10r1000DB Strong-DrweSDWH TIMBER-HE{Sorew 5 XU34S1016. XU34131016-51K #10-16 Strong-DhveXU Metal Self -Drilling, Tapping Screwswith 17 PB544A, PBS46 PBSi36 Embedded Post Base 4 r SDWH27400G SDWH276�G SDWH27800G, SDWH27100DG SDWH2712DDG Strong -Driver SDWH TIMBER-HEXHDG Screw g #1 Drill Point 16 PBV6 PBV10 Round Post Base Sea # Product Model. Number or Name Product Description 5 6 SDWS16212, SDWS1630% SDWSI O$12, SDWS16400 SDWS22400;SQWS225W,SDWS22512, SDW522600; Strong Drive SDWS FRAMING Screw Strong Grade) O 19 PC44-16; PC46-18, PC48-15 PC64-15, PG'66-16; EPC44-16. EP045.18, EPC48-16, Post Cap 1 SB518x24; 567/8z24, SB1z30 SB AnchorBolts. SDWS19600, SDWS19712, -Drive SOWS TIMBER Screw (Interior EPC64-16; EPC66-16 2 SSTB16, SST820, SSTB24, SST628, SSTB34, SSTB36, SSTBi 6L, SST820L, SSTB24L, SSTB Anchor Bops SDWS2260Q SDWS229D0, SOWS221000, SQWS221100, SDWS221200, SDWS221500 FLWW320-RO L••� 20 PC4Z PC4R7,. PC6Z, PCBRZ; PCSZ, PC8RZ, EPC4Z, EPC4RZ, EPC6Z, EPeaRZ, EPC8Z, Post Cap SSTB28L 7 SDWS22300D8, EDWS2240OD8, SDWS22500D6, SDW=800DB, SDWS22800DB, Strong Drive SDWS TIMBER Sarew(ExteriorGrade) EPC8RZ SDWS221000D8 Sea # Product Model- Num ber or Name Product Description 21 PPB44-4Z :PFB44 6Z PostBase 8 SIDWS223121DB6, SDWS22512088 Outdoor Accents Structural Wood Screw 1 DSSCB43.5 DSSCB46, DSSCB48, DSHS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Post Base FL#13872-R4 9' SDWS27300SS SDWS27400SS, SDWS27500SS, SDW8276005S, SDWS2780OSS, Strong -Drive SDWS TIMBER SS Screw 2 FCB43.5, FCB46.5, FCB47;5, FCB49.5, FCB411.5 Bypass Framing FNed•Chp Gannectior - SDWS27104DSS, SDWS27120OSS 3 FPHSD34S1016, FPHSD34B1016, FPHSD3481018-5K. FPHS034SI214, FPHSD34B1214, FPHSD3481214.5K 910-16 and #12-14 Strong -Drive FPHSD Framing-to-CFS"Seff- Drilling, Tapping Screws -Ilfifififififififififilill ICU Sag# Product Modal, Num bar or Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FL#10866-R5 1 CMiST12 CMST14, CMSTCI6; CS14, CS16; CSIS, CS20,CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4.25, LSFC6.25, SF02,25, SFC4.25 SFC6.25 Steel Framing Connector U 2 HRS6, HRS8; HRS12, FHA6, FHA9, FHAl2; FHA18, FHA24, FHA30, MSTI26, MSTI36, Straps 97 mil (12'ga) 5 LSSC4:25; LSSC6.25, SSC2.25, SSC4;25, SSC6.25, MSSC2.25,.MSSC4 25, MSSC6.25, Steel Stud Connectors Sea # Product Modal. Number or Name Product Description MSTI48. MSTGO MSTI72 SIMST27, S1MST37, SIMST48 MSSC4.25KW, MSS08;25KW I FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Straps FL#1.5363-R3 - 8 RCKW3, RCKW5.5, RCKW7.5, RCKW38: RCKW5.5S Rigid. Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA36, LSTI49, LST173, MSTA9, MSTA1.2, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 ga) 7 S0843.5, S0845.5, SCB47.5, SC649.5, SCB411.5, MISC845.5, MSCB47.5 Bypass Framing Slide -Clip Connector 3 GH46-6 GH46-8, GH48-6; GH48-8, GH410 6, GH410-8, GH66-6, GH66-8, GH68-6, GH68- Girder Hanger 5 LSTA9, LSTA12. LSTA16, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 Straps 33 mil (20 ga) Sea # Product Model- Number or Name Product Description 8 SCS32.5197, SCS62-519T SCS62-5/118, SCS82-51118 Bypass Framing Con nectar 8, GH610-6, GH610-8 6 LSUSH3,25, SUBH3.`25, MSUBH3.25 Bridging Connector 1 AS 18, AS 18S5, AS I BS6 18 ga. Truss Plates 9 SOW. 25, SCW5.5 Head -of -Wall Slide -Clip Connector 4 GLB5A, GLBSB, GLB5C, GLB60,-GLB7A, GLB76 GLB7C, GL87D Glulam Bearing Plate 7 LTP6 Lateral Tie Plate 2 AS 20HS 20 ga, High Strength Truss Plate 10 SJG825 SJC10.26, MSJC826, MSJC10.25 Steel Joist Connectors � 5 GLBT512 GBLT812, GLBT518, GBLT616, GLBT520, GBLTS20 Glulam Bearing Plata 8 LTS12, LTS16, LTS18; LTS20 Light Twist Straps 3 AS-20 210 ga, Truss Plate Connector 11 SSB3,51a Bypass Framing Slide -Clip Strut Connector Self ICU 6 HGLSA, HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA36, ST6215, ST6224, ST9, ST12, STIR, ST22, MSTC28, MSTC40, MSTC52 Straps 54 and (16 ga) 4 ASHP Hinge Plate 12 XLSH3481414, XLSH7881414 #14-14 Strong -Drive XLSH Shouldered -Drilling, Tapping 7 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 10 MSTC68, MSTC78, ST62W Straps 68 mil (14 ga) Screws W 8 UFP10-SDS3 Universal Foundation Plate 11 MTS12, MTS16 MTS18, MT=, MTS30, MTS24C, MTS30C Medium Twist Straps 13 XCIS1018, XQIB1016-4K, XQ1S1214; X01812145.5K, XQ78S1224, X07861224-31K, 410-16 4212-14, and #12-24 Strong-DriveX Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 S/B1 5% U131 81, S/1212.0e, SIB2,37, SIB2.56 SJB2 68, 81B3.12, SID386 5183.62, SIB4,06, Top Flange Joist Hangers FL*i 5730-R4 X0114S1224 XQ114B1224-25K, XQ11281224, XQ112DI22472K, X34131016,5K, X1S1016, X161016-4K, XIS1214, X181214-3 5K Tapping Screws < Sfe412, S/8428, S/B4.75, SIB5.50 Z 13 8/SA2.12G, SBA2.121101 S/BA2.12112, SJBA2,12/14, SBA418/8, S1BA4.18MO, Top Flange Joist Hangers Sea # Product Model, Numberor Name Product Description J S/BA4,18112,-BA4,18114 1 Er -HP Adhesive Anchor for concrete z 14 S/H1A Hurricane Tie 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GDPS, GW-50 GW-75, GW 100; GTH Gas -actuated fasteners and assemblies 15 SIHD8S, SIHD8B, SIHD10S_ SiHD106 S1HDI5S, SIHDI5B Holdowns' 3 PDPA, PDPA-K, PDPA-MG PDPAT PDPAT,K, PINW, PINWR PINWP-W PDPAWL, Powder -actuated fasteners threaded studs, and assemblies 16 SfHDU4,,SIHDU6, 811-IDU9, S/HDU11 Holdowns PDPAWL-MG, PSVL3,;PSVL3-K;PCLDPA, PECLDPA, PTRHA3,,P'T'RHA4 --i 17 SiJCT, SIHJCT Joist Hangers 4 SET 3G Adhesive Anchor for concrete SHEET NO. March 6 2023 PA 1.3 MIAMMM )4L439-DA1)EC0UKTY PgQPve'Tca4TR0L�1sxC11noN PGT Industfiest bir, PCTUdustries,luc. PGTInilastriesjur. I 1805,15W 2 6 sr*. Rooth 1-09 NOTICE OF ACCEPTANCE: ENT]DENCE StTBMITTED, NOTICE OF AC CEPTANCIE: EMENCESUBIE[TTED DEPARTNEMOF RtGULAT0RYA_XV9t0_1q0hRC MOEtRCESQUM) Mmca, Mori& 33173-21474 BOARPA" CODE ADMINISTRATIONJUVISMN T�ob;6)315-2"G F(796)3'15-2599 NOTICE OF ACCEPTANCE-. EVID04CE SUBXE[TTE]D D. QUALIT1 I TASSMAINCE NOTICKOF ACCEPTA"NCT PMA) I. Evideme submitted. under previous.NOA A. DRAINTqGS B. TESTS (continued) L Nfiami DadeDepmmeW of Regulatory and Econamic Resources(M)� PGTIndtmtries, Inc, 1070 Trchno4o&y 1 - Manufactw&&die drawingsand sectians. 5.. Test report da,1)_4dr1Lfdft-AwTes;�, per FBC,TAS -202-94 NorthVenk*,FL34,275 (Submifted under_Affl Unifonn. Stahe Air Piemre Teg7 per FBC, TAS 2022-94 1. MATERLALCERIMCATIONS scomi 2- DmvmgNo.30--r,'.;70.0,titkd'-TinylSliding:GL-L%-D=NOA(L-W-',Mxes 1 3) WAter-Resistauze Test, per FBC� TAS 202-94- 1 . Notice of Acceptance No- 15-45-U&N isst� To Vision, E=usion Limited for their ThnNOAjsbemgmwduvdertheapp&mblemles,andre go-iremingthe use of comtuctimmateriah. 11w through 21 of2l, pwpared by manufacturff, dated-lW5/15,_withwvisiaa A dated 4) LaTe NhssdE Impact Test per FBC, TAS20 1-94 -111ifte Rigid PVC Exterior Extrusions for Wtindows and Doors�-. dated 08113yl 5. docummtafion 3ubmdteA has been re-viev� and accq;ted�by Mami_Da4a CountyRER -Product Co vird Section to OV05117, dped and sealed by A. Lynn Wlff�_ RE. 5) Cyclic Wind Pressure Loadingper FBC, TASA)3-94 cq&* on 09,W19. be uwd in Kiami Dade Qwty aW Qth"weas where allm-edby the Author HavmgJut"d�z (AM. 6) Foxed, Entry Test, per FBC, TA'S 202-94, 2. Noticeof Acceptance No.� 16-02048 issued� to Vision ExAmsion Limited- forth& �17E This-NOA shallaot6e-vand afkerthe expimfimd�atestatedbe4m-TheMam�DadeCpunty P"w-t �Cmtrd Sect= B� TESTS 'hmarked-up*�avi-inv,,sand'instzdbtiond- of vinyl sliding gbss- door, prepared along wit Jag= 1000 Tan 2102,and lighter S hades; Rigid PVC -Exterior Eumsions for (In, Miami Dade Coudly) an&or the AHJ (in arm o1hff lhaaMwmi Dade Cmnty). res erve the light to blaiv this 1- Test report on 1) Uniform, Static Air Premvr� Test, per FB TAS 26144 LIFY Fenestration Testitkg Lab- Inc Test Rqmt No- FTL &U9� dated 1 M15, signed and WT:ndows and Doors" dated 12A.8,16. ex -on.1129i'221- t product 1he accepted 2) L=9e Missile 104metTest perFBC- TAS 201�94 sealed by Idalmis Ortega, P, E, (Iles -t report revised on 121044 5 and 02,11 V16) -0529 -ued to Vision F-vmL4on Limited for their 1 Notice of Acceptance- No. 15 .15 iss manner, the may-&durerwill ininxthe expense of m&testmg andtheAW:may imwediaw4yxwoke. madit)r, or 3) Cyclic Wind Piffmare Loading J-04 _*FBC, TAS 203 -6 Test report on 1) Aff Inffluation. Test, per FBC TAS 202-94 -Brown Coated (P - aminated) White Rigid PVC Exterior Extruskus fm ainted or L_ suspend the, use of such product cw matexial within ibeirjurisdifton. RF-Rresemestb�--r�L*ttDirevoick-,this acceptaince., if it is-detemmined b y-Mami-Bade County Product Con� Sectionthat PTO&Vtor mate6al fails to st2alation dia of vmyt sliding doorpepared alongwithmarked-4 drawinp and in 9= 9b$s 2) Uniform, S t at ic - Air Po—smw Test, per FBC, TAS.202-94 -s' dated, 08113115 .0_q/3049. Windows and Door, oqmmg on meet ifie re' 1 5 by'Feneg" Testing Lab, Inc jest Report NoXn M7.4atrd,IMM signedand� tion 3) Water -Resistance Test per FBC'TAS202-94. Notice ofAcetptaace-No-16-0712.02,imwdtGENEXGIF=estmtionSolatiomUSik,, This piodu�t is appmved desuibiidhezeia dha edtoc`0114�wijh n6noaBuildingCbde�, sealed 1�y Idalmis,Ortega, R E_ (Test iqport,revised on-6,15/1 6 and 02,24,40) Issile 4)Large Test per FBC_ TAS 201-94- M Lhter Sh 1w- for their -LAIN 3M wid ades (Nou-Whit�)Rigid PVC Exterior imeludingtheRighVel6cl - tyHuft%-NM-Zont_- 2, Testrq)oft6h 1)-AirInfiluationTest.,perFBCTAS---,02-94 5) Cyck Wind Pressure Loadingpe FBC, TAS 20-3-94 Extrusions for N%lindows and Doers" dated M115116- expiriDg on 02104a 1. DmRnm oN. series - 55- 7 012 7701- X-tayi Mrrng Glass Door (Reinfwved) w/wo, 9 09 & I W rorR. ff.s-L JML 2) Unit= StaticAir PRssin Te;st� per FBC,.TAS 2V,04 along with marked drawings and installation diag= oftinyl sliding glass door- prepzed -UP 5. Nlbti� of Acceptance No- I" M.04 i&swd to ENERGI Fenesmtien SQbtians USA, �kMQVAL DOUTIMEN-L DramingNlo-ND-R570.0 Rev 11, fdled"Vmyt Sliding Glass DoorN0A(11W' shem 3) Water Req9=ce- Test, per FBC, T-AS 202-94- byFenestration Testing Lab, Inc-, Teo Report No. FTL 9552, dated IMW15, si�, and I Inc- for their -Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior se 7 1 ffirou&,,21 of2l, pre on001,i,121,signedandl niledlby ,pfffedby,man&ctuzw. dated,10A05115.and list, re%iseid , - 4) Large Mihsile,Impact Test per F3C, TAS 201-94 5),C �m6c Wind hvssUre� FBCv, W �03-94 .. I seded ky 14ahnis Orte ga, P_ F_ (rest report revised on 02/15,2016) 7. Teareporton 1) th6oun Static -Ak Pass=, Test,perFBC, T-AS,202-94 Extru!dons for RFmdows and Dlow-s" dated. 09115/lOr oqkdng on 04/16)20. 6. Notice of Acceptaace No- 10712.03 issued to ENERGI Fenestration Solutions. USA, A.ty= MiDer, P.E., bearmig the Mianti-Dade C-omtvftod=tControiRe-Nisionst=Vwith theMtibe of' FBC TAS�-202-94 6) Faced Entry T1esl, p& - �) Large Missile Impact Tea per FBC, TAS.201-94 Thc� for thek -Mlifte Rigid PVC.Exterior Extrusions for Wlmdows and Doors"'dated AccVtancenumberandvApuVion dAe by the Mlama-D&&- Cov� Product Coj*ol Secfwn- .%,IMMX bWACT RATLNG: la rge . and Sma IlArnsile Lmqmc t Resistant - - along writhmarked-up drawings and, ins;Wlatian diV= of vinyl sliding glan door;. prepawd 3) C�yrhc Wind Pressum Loadingper FBC, TAS 203-94 - 010117, expiring on 0129118. Umitations: by Fawstration Testing Lab, Inc.- Test Rrport No- Fn 9 W,_ dated:11AW15, signed and akogwithmarked ftm�2nding-iUwndiaUmofvtoylshdmggtssdoefptpzr-d -up . 7. Test reports N*)_ 10-W2-702(A), 10-06-MO527, 535753-09. per ASTNE-94, L �See table, I (sheet2) =4 table, 2 (.%bmtg) 1brapplicab$eSGD und sizes-Aesigm pmsures, reinfarcemmitstypes-- sealed -by Idalmis Ortega, P_ E_.(1mt repat md-sed o0V0446 and P11021016) by Fenesttntion Testing Lab, Inc -jest Rqxxt No, FTL 6639 (samples A-1 thru A-221 dated AST10:1929 and ASTMD-635, issued by EXOVA toVision Extriksion. for celtulosic o9ass types, sill tiser (,see; ta bles -9A, & B�-) j sheets: -7-S) aW, ambor layout sbeets t�quii�� i�n I I 6- 3.. Test report on, 1) Air -bStation Test, per FBC. TAS202-94 7 11491107 signed and se2W by Jorge A- Cam P� E. (Submitmdunder M4 A10.11- 11 Composite male W11 Ithru'l 1 white 1Cto be. Whi ite.PVC, Tin:('N on-wbite) Rk�d PVC and Rw= coated Rgited - 2) UnSom Static Air i�essuxe Test- FBQ TAS 2102-94 010 � 0-41 _%r a 11-0107,04) (Submaied rmder. 0-4.NT 3) Water Resist� Test, per'FBC,TA.S 20244 8 Testreporton 1) Air Infiltration Test, per FBC_ TAS 21W-454 S. Notice of Acceptance No. 1-4-016.11 issued toKuruay America., Inc- for their I Eg . ress operable docts I must emplywith min clearwidth of height perFBC requainunt as applicabk 4)La:rgeMi%si1eIm;mdTeA _FBCTAS-2)01-%, per -21) Unifonn Static Air Pressure Test, per FBC, TAS 202-94 �`Sentr­*-Glasg (Clear and White) luterlayef�, zxpiring on 07/"l 8. 4. Pock%L-twaksun&rsepameapptov4toberevievmdb.vBuilditiZ- official 5) Cyck Vvrmd Press= Loading ' FBC_ TAS 203-94 per 3) Water Resist=e Test, per.FBC, TAS 202-94- .9- Notice ofAcceptance No. 16-1117.01 issued to K=-jray Aruehca, Inc- for their L.AAELTIXG. Eachunft diall'bear apermanent labetwith the wamifactureesnarne or IoV, *,�stattandzeries aM 6) Faced Entry Test, per FRC, IALS 2202-94 3w, Nrssi� Invact Test Per'FBC T4LS, 201-94 4) L L "TrosifeltUttrackar, Clear and ColornTB Inter1ayers"_aq&iqg cc 07MV19. foliawing statenw& 'Miami -Dade County Product ContralApproved'%-noted hereuL along'withmaftd dminpandins-Whti4*djagmmdf 1'6d' Aomprqwed -W. villy, , 1, 1, JaggWass 5), C ing C, 203-94 yclic VLrmd Pwm= Load per FB TAS: RENEW I ALof ffiib-N0A--haHbe consideredafter a renewal aWlitatiton has beeaftl6dand th� hasbeenuo by Fenestration Testing Lab, Inc..rest Report No-YU &547" datedIDD445, signM and 6) Forced Entry Ttstt per FBC TAS 2902-94 F. STATEMENTS chnamin&eappUcablebud&u�gcodenegW,ielyaffectmgtheperfamuweofdiisprodueL se,*d by Idalmis Ortega, P. E (Dest report revised m 02115116) along withmadoed-up drawings and installation. diagE= of vinyl shdmg ghm dom prepared L Statement letter of conformance with FRC-55*Edifiou ('72-014) and FEC-6WEdition TERMI-N-.4,11ONo:ftfusNOAwillocox'af�ct-&e4mpiratimdateorif themhasbeen arev*qc�orchangp imthe 4 Test report an 1) Air Inguarim Test, per FB C. TAS 2 (Q -94 by Fenestration Testing Lab, Inc- Test Kepcfft No- YTL:6337 (samples A-1 tbiu A-5� dated (2017� issued, by.manufacturer, dated 08/14117 signed & sealed by Lynn MMU7 P�E_ nemeld ypro maled6u, use, anwor macufWfure ofthe ptoduct orprocem. Nfimse ofthis NCA as aneudo ofan daq, 2) Unifonn Static Air Pressure Teo, per FBC, TAS 2202-94 1 IMAO, *prd and sealed by Jorge A- Cam, R E, (&ihwived under NOAA 2- St2tCETICT11-lettCr 01`110'ftanciall interest dated MIS/ 1 T ism&d by mataffactufer, signed fbt sales, a or wyotbeerpuqmess4M. N0AX4v*t!6 comply _,i�i&say 3) Waw Resi-stance TO, per FBC, TAS 202-94 scaled by Lynn Miller- P Y_ section,ofthis NOA shallbe ofW0A. 4)LaW Mss& - ImWt T�st perFX, TAS 20.1-94 3. Letter of lab compliance, partof the above test -reports. ADVERMUNMNT. The, NOA-manim precededby five words Mami-Dade Cmvfy� Ronda, and fallmedby the 5) cyckWind Pressure Loading_*1FB,C,, TAs 2o3-94 C. CALCLTILATIaNS 4. RE- R. Test Praposal No. 17-0397- dated 05,95117, signed ty Ishaq Chanda, RE - expiration date tnaybedisoayedin a diwfising literaftre_ Ifanyportion ofthe NOAis displayed7 thenitshallbe 6) Forced Entry Test, pff FBC, TA L Anchor Nwification calmlations and su� analym, compb�g with FBC -2014 do,ne iu itsrenfi�. along with marked -up drav6qgs and installation diagramof Vnyl sliding glass door- prepared 'I 5and last m. wM m QVI 54 6� sig� and sealed by peppred by PGT._ dated 12AD9, G. OTHER INSFECTaw-: Xcopyof tbis eatizeNOA Aallbeprotidedto theusfrbytLe mazukcm,zer-or its di*fttm=d by Fenestration Testing L2b, Inc., Tin-st, Report No. M WAS- dated 12104A 5= signed and AmihouyL Miller,'RE, Y0A No 1. Not�ce of Acceptance' .157-121OXI,�issaedtoPGTWustrks,,f6rthm' Series smW byIdalruis Ortega, RE (rest report 2. Glazing cbmph s"With ASTME­1300-�09_ v�pvingoaft,11*21_ Thu NOA.revises &renews _NOAA20-04�9.05 and consisft of6ispage I and eiidewe pWs F-1- F_2� E-3. -E4, 7 E-5&F-6asweU,uapr-o%Wdormmentmendowdabcv*- The submitted documeniation was wiewedbylAwq I Chanda� P.E. libiq L Claada,,PX. - r Ishaq I 'Claada, PX. L-12q.L Ota", PX, Product Covitrol Unit supervisor Product Control. VAit %pernsor Product ControlUnk Supervisor N-70A No_ZLA2#,9.W ,N1D.&Xo. 21-0105.0's NOA Na.214105.03 NOA No. 214205.03 E3TivatiovaDatet Apr9.14,'!02fi tiooRnts- _Apri[14�2026 Apilror-Al Datel March 26, 2011-111 ExpirationDateT Apvi[14 2016 APPio-i4l la tej Atarcl, ApFA14,10214 Wti- Appro�-,alDat,­ arch Ujzazi 11s"2011 lktarch- 2rj 24ril pagi I E -,2- FGiT1ndmqj!n,1A,c. CGt'%1'mdows-ajtdDoars, Bic. FGT Iudmtrie% lar. NOTICE OF ACCEPTANCE-- EV1DF_NNCEStTWAff ITW NOTICIEOTACCEPTANCE: EVIDENCESUBW-ITED NOTICE OF ACCEPTAINCE ]ENMEINCE 2. Exidence- Submitted under pm*ms mbmkW E6 MATM-ALC-ER.WIC--i-TIONS(t!ontinue) 3. New Evidence'S ubmitted, S. A. ]DRA'VNINGS A� DRAWINGS 1. Drawing No. MD-5570.0 R#vB, titled -Visyl Sliding Glass Door NOA aW. sheds 1. Drawing No. MD-5570.0 Rev B, tffled-"Vinyl Sliding Glass DoorNOA "T, sheets I I thmgh 21 of2l prepared by _dattd 10,05/15'andbst revised on through 21 of 21, pfepared by mmu achm.. dated 1OV5,115 and last -revised on 0101,2 L f 04P22t20, signed qn&A by A- Lynn Millm, RE y I BTU-W .6, QU2nfX Part complying with ASIM C518. Thmml Conouctivit -22 signed and -scaled by A. Lynn MiRa, RE. 1IL-fr-11F, ASIM F 1249 WVIR-Pzss�.ASIM D 1434. Argon: Pemxmm-Pass, ASMU-E Note This revmon ronsistsuplacemmt of same ffjamg installation semw with flat head- B. TESTS 2,jPj.,G-. Dunbility-No Fog, ASTM E: 546 Dew Point DevelqpugW -201T in 48�hrs. 1. Test rq)ofts orr'l) AirlufAtratkniTist, per.FBC. TAS 202-94 (SWbopiNd underN0.41N4. -1) Unifonn Static -Air Pf essure Test, Loading X FBC, TAS -702-94 pedfication 7- Vision Extn mons. Ltd- Parts complying with PVC-AANIA 303-B-_ Voluntaty'S' B�_ USTS 3) Water Resistance Test, per FBC__TAS 202-944 for Rigid Polymyl Mkide (PVC) Exterior Profiles fbf Vision Estrusiona, Ltd.-VEX-1 by 1. None-- 4) Large Missile Impact Test perTBC, TAS 201-94 AAMA fenestration Exterior- Proffle Qxhfm.ation. PiGgman (Sitbffiftelunder NOA No. IS- C� CALCULATIONS Cyclic Wi64 l . igpa FBC TAJS 203-94 040945) - L. None-, along withmarked-up ftsi migs and installation diagram,vtall, PGT Jzdustdm Inc- 8- Vision Extrusions, Ltd.. Parts complying with PVC �-AAALkl 103 4311, rqmsentative units.listed below and tmted to quWy Dowsil 791 a -ad Dowsfl 993 siheorzes, (Stift Wd under X0.4 No. 15446-A-05) pfepared by Fenestration Testing Laboratory-. Inc.. Test Reports No. - 9- ArC-AAMA 3*3-13, Vobztzy Spedficationfor Rigid Pobrvinyl Cbloride (PVC) Exterior D.� �QTJAIJTY- ASSURAN Z F11,7897, PGT PW5520 PVC Fixed Window (und 6 in proposal), dated 09;0/14 Prof&s for Vision Extrusions, Ltd--VEX-1 by AAMA Fruesftahm Eva= Mile 1. Miami -Dade Depar�t of Regulatory and Economic Resources OtER)_ FIL-20-2107.1, PGT SGD780 Ahnin.am. Sliding Glass Door (unit 7 ift pmpml) FTL-20- certificationprogram- 2107.2, PGT CA740 Akta Outswing Caseumt Window (unit 9 in proposal) FTL-21 0- 10. Notice of Acceptance No- 18-1217.14issued to, Emargi FenestrationSolution, USA-Juc. for- E. MATERIAL CERTIFICATIONS. 2101j, PGT PW762-GA, Aluniatim Fhwd I Window (unit 9mi Kqos* and IFTL-20-2107.4� their --Yan 3646 & light shade (nowwhitv) 1%%1WR1gid P%,C E-xiedortatrasions for 1. Notim of Acceptance. �Nb. 11-9-0,305,02 issuedtaKurn-ay-Americalut. i fortbeir PGT PW76220A Aluafmm Fixed Window (unit 10 in proposal) dated 07/13120, an signed Windows and Door§-, cq*in_z on 02.104,021 "Trosifolt Ultrack-ar, Cloar, and Color FVB Glass Interlavers-, expiring, m 07108P.4- and sealed by Idalmis Oftega, P_E_ 11 Notice of Acceptance No- 1"1227.02 issued to Euergi Fene"lon. Solabon, USA- Inc. for 2- Nou"r- ofAcceptance Na. 17--0908.02 issued tuKuraray.Amerka. Inc. fortheif their se mi-s "White Rigid, PVC Exterior ExtrUAWAshrVindows ;nd1Doo&__ e2qn-n-1 n9on "SentrTGlas* (ClW and'"Ike) Glass 1nter1a-yxqt7_ o** on 07104/223- C. CALCULATIONS t12 02n- -- 3 ofAcceTtance 18-1106.10 issued ToVisionExtpm a ed for their."Brovm. 3- Natice No "onsLinut L Anchor venfication cak#latioo and stract=l, analysis,, cozpl�* with fBC 781- -No -1 issued to Eneigi, Fenestrotm Solution, USA, W fa 12,� Notice of Acceptance 2"2010,3 CMW(Pabted or'Lamiumed) r %truslous forWindows '911tite Rigid PATC-Extorio - E' Edition, (2020)� dated WzM 0�"ptpwed by gwd mid sealed y `Bronze & light sha, e cap coated 1"T E�teliGr EXtr0d0n5 for th& d hit#: Rigid PVC AndDoors".oTifing on 09/3n+ Anthony,LynaMiller, P.E_ Nik"indows and Doers". expiring on 04116,25� 4- Notice of Acce:ptawc No. 19-1106.11 issued to Vision Extiusions Limited for their series 2. Ghzing complies with ASTME1300-44, 42-and -116. "N-T-1000 Tan 202 and fighter shades Rigid CeRular PAVC Fxtffiar D. Qu. Aunr AS SETRAN-CE F. STATEMENTS Extrudons for NUbdows and-Doors7_ expiring oti 1129M. de D Kami-D. epxtqxu�. of Regulatory andEconoo9c -,F"owes OMR)� 1 L Statement letter of confounance to YBC 7& Editio;n�(20;0), dated 04M 0, issued by . 1 manuftcturer, signed and seaW by Anthony L�rnrt Millff, P.E_ F. ST AMIENTS E. 'AIATERIL-il, CERMCATION9 2. Statement letter of no fmandal intere-st and of independent, usued by marnifactum, dated 1- Stat , emmt letter of confommim to,FBC 71* Edition (2020), dated G10LI-11, issued by 1- Notice of Acceptance No. 19-03055.012 issued to Kuraray America, Inc. fortheir 04,118420, signed and sealed by AnthonyLym Millu, RE. M2nUfhCh=, signed and sealed by AVhmy L)= Miller, P_E_' . rrosilb1g, 111traclear, Clear, and Color PVB Glass Interkyei!s7_ M*mg on 3. Private- Labeling Agreement- document between PGT, dated 033CV15 and sined by -all 1 Private Labeling Agreement dated G310MI betwreen. PGT Ih4ushw& Inc. and CGI (Y7M4- introlved partim Windows and Doon Inc_ signed by Dean Ni Ruadc, PI., V,P. Engineering, on beW, of 2. Notice of Acceptance: No' 17-0803.02 issued to Kuraray, Americk, Inc. fortheir bothampm Mi.. ­54 ft". 'Glatt (Clear and Wbite) Glass lnterlaye�,, apihag,,-0n_07M!23_ G. OTHER'S 3- Notice of Acceptance No. 18-110&10 issued to Vision Extrusions Liadted for their 1- This NOA reNtes NO.A# 17-042(LO6 (.PrVTw1CG1) and ijpdates; toTBC2020 (7*Edidw)_ G� OTHERS "Brown. Coated (Painted. or Laminated), Ulke Rigid PVC- Exterior Extrusions expiring W-1021- L lhis,NOArerbes &renews TN Aft2.-0429.Q_(PLAw_iCGl)jexpid 70. -0 55 ag 0411+26- for W, indows-and Deore'. e� on 0930,24- P 2- RERIest pmposals #19-115-15 dated 01110M:approvedb -Chanda. _Ez� �,yjshaql expmng 2. Ile cment modated PI-k CGI file #21-0205M, o#ing 04/1+26, 4. Notice of AcceptanceNo. 18,1106.11issued toVision ExtrusionsLimited'Rutheir KUM- selies -XIE 160 Tan 1,02 and lighter shades (Nan-Whke) Rigid, Cellular PVC ExtMor Exam sk'ns for Wittdows and D001t7, fXpiring on 12P-912 1 I Idmq L abouda. PX. -I*P,q I Citamb, PX. Product Cantrof Unit Su " I I pery1wr Product Coutral Un�* Supervisor Product 08OPG] UXit SUO�*rTXWT IMA No, 211�00513 NXIAN-01 21421KO's NOA ?i�q. 11 4M.93, Expiration Datc, Apjil,14406 0: A 20,26 Expiration �Da pril 14� Apijrovul Date., M*rOV2.9, n2l E __5 E-C E-4 C_ Cn > C) 0 0 0 " cu -0 CL U) c) -M -0 -= 0 2 EL a 0 = 0 .0 — M U_ %I.- 0 > Cn .— Cn -0 CD In E " CU 2 0- 0- z z W mi I CD R= cl- r— cz M C.L, Cn cc C= C-4 CD E C, Z' cc W C= co > 0 CL CL 2 0- Cn CU M —0 0 CU n W < Z SHEET NO. PA 1A March 6, 2023 N to Cu O +. U MIAMl-CIADE' � MIAMI-DADE COUNT � Q � T'3 CU O O PRODUCT CONTROL SECTION Cast -Crete -USA, LLC Cash-Crete'CIS�i, LLC Cyst -Crete USA. LLC N Cl.. Cis -0 0- DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 C . "� BOARD AND COME ADMINISTRATION DIVISION Mami, Florida 33175-2474 T (786� 315-2590 F (756) 315-25 NOTICE OF ACCEPTANCE: EVIDENCE allBMITTEiIt NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCES MITTED V � � � 0., - -- NOTICE OF ACCEPTANCE (Li L) _wyy2:miarnirlade.g9v1econom1 O 'O U -O � Cast -Crete iTSA, LLC 1, EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5; EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 2 0 -L- N 6324 County Road 579 A. DRAWINGS lr A. DRAWINGS A. DRAWINGS � Q 0 U Se aer Florida33 4 ff , 58 het o �: titled Precast and Prestressed LzntelDetails s e 1� L Drawing Na. F734b12, tl d� � � rr ""Precastrr 1. Drawing No. FI34612 titled Precast .and Prestressed Lintel Details ,sheet 1 0 1, Drawing o. FD4612 titled and Prestressed Lintel Details sheet 10' r r ..� }. Craig Parrino P.E dated March 24 2003 andDraWin No. LT4612, titled prepared0 by C a g , �` 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing 1�t�, r 1, dated 03/24/43 and:l'�rawang Na. LT461.2, titled 'Cast-Crele 4", �," � t'2„ O coL.,,.- � O > 70 SCOPE: "Cast -Crete 4", 6'"& 12"Lintel Safe -Load Tables", sheets 1 through 3 of 3, prepared by LT4612 titled "'Cast -Crete 4" b" & 12"Lintel Safe Load Tables`, sheets 1 , Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all .— � O O " :` This NOA is being. issued under the applicable Hiles and regulations governing the use of construction materials. pp gthrough April 2003 both Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated p g- �-- 3 o 3, prepared by Craig Parrino, P.E,, dated ,March 24, 2003, last + P i� signed ed and sealed b Craig Parrino, P.E., on 08119114. prepared, Y S Cl)O- O CC3 L� Q The documentation submitted has been reviewed and accepted by Miami Dade County RER. Product Contrail drawings signed and sealed b; Craig Ptizrrinr 1'. 8 g � �' g revision dated March 11, 2008, all signed ctrtd seated by Parrino; P.E, on g ,,,,,_, ~ � � () Q Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS .-- (AHJ) 1. Test report on flexural testing on 4 ", 6" & 12" Precast Concrete Lintels Filled and B. TESTS 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTME-,529 94, prepared 1, None. C. CALCULATIONS. Section In Miami bade County) and/or the AHJ(in,areas other t Miami Dade County) reserve the to have M ty) an e, o , lion Ivl tyJ 1i right 17 V .: Laboratories, Report No. 30404A dated 04110103 signed and by Applied Research Labor to s> p., ,_ a gn 1. Calculations far Cast -Crete Lintels, dared 0811912014, pages 14.201 through 14.236, this product or material tested for quality assurance purposes. If this product or material fails to perform in the Sealed by Christopher A. Hamon, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E,, signed and sealed by Craig Parrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1, None, modify, or suspend the use of such product or material within their jurisdiction, RER reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCE . _; , /�4 �t {� ,y ,,,y �y �p Product this acceptance, if it is determined by Miami Dade County i"i Vt1 t3{r`4 lri�n�Qfl t3iy+�rtiQn that this product �r material e r ed b Craig r 5 3 207 a s ear 1. a c �� f r 1' 4a prepared � y. �" l ulat rzs. or Cast Crete Lintels, dated 0 129r`0. , y, p...., D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. °iP.E. Parrino, P.E, signed and sealed by Craig Parrino, 1. By /Miami -/.lade County Department of Permitting, Environment, and Regulatory Affairs. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino: P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1, None. Zone of the Florida Building Code. 1 None. DESCRIPTION: (Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT: Drawing No, FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014; signed and sealed by Craig , , i prepared Craig Parrino, P.E., dated March 24, 2Q(i3 and Drawing i*�o« i.,T4fi12, titled Cast -Crete 4 , � & 1 Z 2002.Florida r to r ratio dated February 03 2012 signed tired sealed Cast -Crete 1. Letter •�rt9rrz Cast G e Ca po rrl, d F T'y , , gfr de 14 Edition, Parrino P.E.: certifying compliance with the Florz Building Code, 20 , , fy � P �' : Lintel Safe Load Tables., sheets l through 3 of 3, prepared. by Crag Parrino, P.E., dated March 24, 2t}1}3, last ,r� - dated 2002. .�'. Cast -Crete Quality System Manualfor Prestressed Products dot 0' y ,1� , r Building Code, 2010 by Parrino, P,lse, certifying compliance with the Florida B g C , revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1, Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer`s- mine or logo and the Miami -bade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1. None. B. TESTS County logo. ,"Cast -Crete 4'; 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by 1. None. Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11; 2008. B. TESTS RENEWAL of this NOA shall be,considered after a renewal application has been filed and there has been no 1. None, C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. None, TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. bone. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C, CALCULATION 1. None. D. QUALITY ASSURANCE 1, By Miami -Dade County Department of Regulatory and Economic Resources (RER). product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with. 1. None. 0i any section of this NOA shall be cause for termination and removal of NOA. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT. The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RM. 1, None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -:Made County Building Code ComplianceOffice. be dome in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at request of the Building Official. 1 None.Crete USA, Inc., dated 08108117, signed &,sealed by Craig Perrino, P. E C" This NOA revises NOA # 19-01.30.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4 and E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Maker, P,E., M.S. elmy A, Makar, P.E., M.S. Pro uct Control Section Supervisor elmy A. Makar, P.E., M.S. Product Control Section Supervisor CzWelmy A. Makar, P.E., M.S. Product Control Section -Supervisor ® n, Q NOA No. 20-063015 NOA No. 20-0630 5 NOA No. 20-0630,1.5 NOA 1+1ar. 20-0631U.15 MIi1Mi BAUt CUtiN1Y31 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 a Approval Date: 08/20020 Approved Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 1`4 � Pagel E-1 E-2 E-3 L L � C E Cc O ci Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None, B. TESTS B. TESTS 1. None: 1. tTone. S� C. CALCULATIONS C. CALCULATIONS CD 1. None. 1, None. D. QUAIATYASSURANCE D. QUALITY ASSURANCE 1, By Miami -Dade County Department of Regulatory and Economic Resources (RER), 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS -i--+ 1. Norte. 1. None. � 0 F. OTHER F. OTHER i 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the ,Florida Building Code, 2017 Edition; issued by Cast- z Crete USA, Inc:, dated 08108117, signed & settled by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, RE. Ct5 8. EVIDENCE SUBMITTED UNDER PREVIOUS .APPROVAL # 19-0130.14 2. Compliance' Letter with the Florida Building Code, 2020 edition, issued by fast - A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. p I. Drawing No, FD4612, titled "Precast and Prestressed Lintel Details"; sheet 1 of L Q 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. Q LT'4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables"; sheets 1 0 Q through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019. B. TESTS 0 O 1. None, C. CALCULATIONS L None. D. QUALITY ASSURANCE U M m 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER), E. MATERIAL CERTIFICATIONS � Q 1. None. F. OTHER L L Article of Conversion for a name change. O co w .� aielmy �� my ,�.1�lakar� P,E., M.S.M5. A. Makar,;�',1:., M.S, `� N Z Product Control Section Supervisor Product Control Section Supervisor .J NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration Date: 09111/2023 Expiration Date: 09/1112023 Q Approval Date: 08/2012020 Approval Date: 0&20/2020 -i E-4 E-5 SHEET NO. March 6, 2023 PA 1.5 I =__ \ ,// I ILI ECO limc- TILLIT TESTING & ENGINE15PING COMPANY MMU C KvA���tl, 2 22_=F_EPOR_TS-. Large missile Impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1926 of the Florida Building Code. Unribrin static loads n0)D1UCTM�M"Lf9AAWQRL-ND_ZL-=W 3 6. MAUTERIAL CHARACTERISTI AND PECIFICATION Shall be Strict] In accordance with General Notes a 6; � y nd Components indicated on sheet 1, 2 and 22 of 26, of Product EvaluatlonDocument (P.E.D.), drawing 1 I L ECO iiii /i==T \ - _._.______ __ - - - TILLIT' TESTING S ENGINEERING COMPANY WALTERA.M1JT,J&,P,E. 111te xom REPORT, FI.T, PRODUCTEVALUA,110N 'r I 441,67 - — -WATT7311 A. TTLUT. JR., FE. � . � P��].Conl YL 44 IV ?L CA Lh- N', ww'19, as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No-20-17S. Anchor specifications shall be as indicated or) sheets 1, 7 arid 21 of - I F1A;.A.U..at9X._0,W?I9 Testing, Inc., Reports # 96-569 dated 0810911996, #96-670dated 0911811996, � 26, of Product Evaluation Docomont (P.E,D.). drawing Not. 20-176, PRODUCT EVALUADON REPORT #96-T30 dated 6912011996, all three of nod and sealoci by Hector M. Medina, . I 9 , . I I I REPORT NO.: 20-UT27.02 I P.E, Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/1611998 and # 2126 dated 1010000 witnessed by Gilbert Diamond, P.E., and Report l4o. I 7..,LIMITATIO" A - 9 OF USE�A DATE, July 27, 2020. REPORT NO.: 20-0728.01 0219.01-09, dated March 4,2000, signed and seated by Edmundo Largaespada, � P.E. and Henry Hattem, P.E. . 7.1. Shall W strictly In compliance with General Notes Nm I, 8 thru 14, indicated PRODUCT CATEGORY� Shutters DATE: July 28,2020 Tensile test report No. 9CM-1 97 by QC Metallurgical, Inc., dated March 13, 2009, on sheet 1 of 26, as well asGoneral Notes # I thru 4 arid I I thru 16, indicated on sheet 21 Of 20 of Product Evaluation Document (P.E,D.), drawing No. 20-170 PRODUCT SUB -CATEGORY: Storm Panel,. PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by Tiltecoi Inc. andsignied arid sealedby Walter A, Tillit, Jr, RE, I PRODUCT SUB-CAT90ORY- Storm Panels 2"TRUCTURAL, F I ERIN a ,40 T2. Product May be Installed within'H1110H VELOCITY HURRICANEZONES as PRODUCTNAME, 24,GA,G'e GALVANIZED STEEL STORM PANEL On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on Section 1620.2 of the Florida Building Code. I PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind load, as well as maximum anchor -spacing vs. design wind food and panel MANUFACTURER: Global PramtJony-rodum-= MANUFACTURER: Gighal Pratitiotion Emducts LLr- length based on rational and comparative analysis, and in accordance with section 161 6 of the Florida Building Code. Calculations prepared by Tilteco, Inc., 7,3, Product shall only be Installed Into poured concrete, Concrete block, and 4800 S.W. 61 Street 4600 S.W. 61 Street dated 1 1103100 and 03112JI 5, signed and �sealed by Walter A. Tillit, J r. R E. wood trams structures. Davis, Florida 3M 1 4 Davis, FloridaMjr4 , 1-FURPOSE OF EVALLIATI ", I MMILE IMPACIUSISTANCE: Product. Evaluation Report prepared byWaltdrA, Tilfit,.JL, RE, (Florida License 1. RUSPOSE OF EVALUAIION, This Ise Product EvalUation Report Issued by Walter A, Tillit, Jr., P.E. (Srsterh Large missile Impact under section 1026 of the Florida Building Code, as per TAS,201 Protocol. No. 44167)i President of Tillew, Inc. Tlorlda'CA-0006719), This is a Product Evaluation Report Issued by WalittrA. Tillit, Jr., P.E.(Systarn lb # I 906) to the Global Protection Prod ucts, LLC, Rule, Chapter No. ID * 1 906) to the Global ProtectiOn Prod ucts, LLC, Rule Chapter No, 6 1 G20-3, Method I D of the Florida Dope rtmont of Business and Professional RegulatIon. 4. WIND LOADS ReSISTAINIM ,I,%J1"JiNf?4II", '9. N -,� � � L,01"j� III, T�� vo.,� � �� fil,G20-3, Method 10 of the Florida Department of Business and Professional Regulation. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind .,,_ x ....... � 4 - , , � `. �/10 iiL Y..",NCJ , .. .., '. This product is being Issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall bei as Indicated on sheets 8, 10, 14,15, .. , S; '­___. � ' . 11,117 . I %r, �t I - ,1. Thls� product is being issued an Evaluation Report as described herein, and has 11 I � I L I been verified for compliance in accordance with the 2020 Seventh Edition of the 16, 19,25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing Noi , - S -, . . - —, * - been verified for compliance In accordance with the 2,020 Seventh Edition of the r Florida Building Code, and tolverify thatthe product its,for the purpto Be intended at leset: equivalentio that required by the Code. - 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, I 1, 14,15,17,18,19,20 25 and 26 Of 25, of Product EvAlueficip0ocument(P.15,13.), L --- - 11 �. LLLLLLL �� - ,I 8 OF ,:',� -Z I " ' L � .. 'L I 'L I i lk'zpw'*�. " Flolda Building Code, and to verify that, the product Is for the purpose intended atleast equivalent to that required bythe Code. drawing No. 20.17$, I, OAl %,`Ak?,,­1­ 6 This Product Evaluation Report shall be subject to review and reviston in case of , ­­,il- I "Y ieo 0 "I �SYON4_ 11,11� , 74"I""4111110110 This Product Evaluation Report shall be subIect to reviewand revision In case of a Building Code change that may affect its limitations and conditions 5. INSTALLA-TIQN- a Building Code Change that may affect As limitations and conditions Installation shall be performed strictly in accordance With details indicated on 2- EVlQENQE SUBMITTED: sheets 3 thru 7, 1 0 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document WATILL D�� TILTECO ADMON RIECORD9 A P. S, REPORT-20 � GLOBAL PROTZCTION PRODUCTS, LLC � 20 GAGS 2. EMMENCE SUBMITTED: 2.1. ER�DOUPIEVALUAILO-R-D.0,CUME-NI(F-E.Dj., (P.E.D.), drawing,11111o. 20-176. Minimum separation to glass shall be as GALVANfZM STE�L$TORMPANakDRV�'092M76�REPOPtT#20-072aOI Drawing No. 20-176, tjtled,�20 GAGE GALVANIZED STEEL STORM PANEVA, indicated on sheets 8, 14,16,25 and 26 of 26, of Product Evaluation Document X1, I?HWUCT EVALUATION DQCUMENT (R.E.D.). sheets I thru 26 of 26 prepared by Tilteco, Ina.;sIgned and. 3ealedby Walter A. � (P.E.D.), drawing No, 20-170. Drawung No. 20-IM tftled '74 GAGE GALVANIZED STEEL STORM PANEL', , Tillit, Jr., P�E.; dated 0112812020, This drawing Is an integral part I . I A M, Is I f/10", sheetsl thru 18 of 18 prepared by tilteco, Inc;*, signed and sealed by Walter A. Evaluation Report, 0,itll . � rj4 "I* �': 0A okkiIIIIIIIiIIIIN"I . ,,,,,, D k - T1441, Sw A_� � .... - �� a'. Tillit, Jr., P.E.; dated 07/2712020. This drawing is an inteR po�kjtili I 8 Evaluation Report. ,, ,_� . J , X 4i 11�K5"S_�tR I., .11, - - - - . ��r,Ejv 'I, VA,_ _�-_ I , 'ye %I? S I- __ - - - lk__� - - . .. S_ - . 1/,�k ._*`��' ' * - N '- � P w, ­k',`,�\GE Se % � - ": . .. - - - ' r. * - �� I '� - f __ " I lox N�; ...... .0- ,,, I/ A.P * '� � -, " , ENS %.: " - ,6, - . ___ . S - — L - - - !��__ 77— - , ;/� No. 44167 - 1 , - *,. I I = L � — ��W_40_1* _* " " . ��� - -,4, - - . , = ____L__ _4167 __=�� , ­ - , 41�111 ,� *.= 7 Z . �7Z� , * .� = _71Z_i/; - � I . I * - L 1 167 '. I - , . — � . I.. * a , * �*= " M -­rIt ­­ __ . ­ - / ;: I '�_"_�>%L _""t�7. - . _ ;i!­C �"' :4F - , �,: , - _ '. �k­ zopn� .G :, I , , _ -TATE OF ;-,q; 9 6 - / EL _� -1 , r I'll ,,,, LLLL -,,..., R� .�' . �, I S I / vc' STATE Of :k- -Poll- .,,�4, ,t , . . !� . P, lt� ' , 'I� '-,. K,,'-. ORID %,�L�l -, ....-`,;;�F,',0 ,9 " . 1�1 6355 NX 36th Street, Suite 305, Miathl, Florida 33166 - Phoue, �305) , , 871-1530 A 1 I .....", I'll, A, "Itopoilli . ,-%,,�,,,$F O' ��- . \ " � ,. � ib- 6_355NX 16th StrW, Suite 305,MamiI Florida 33166 ­: :(305) 8711 &44X��VW-1531 f� 0 "IffiIIIII01I, jl�l I 11 ktvI 11 "nal'iIIIIII 11, 11 I 02% NM 8 3) IN CASE TH47 PRECAST SIONE, OR PRECAST CONCRETE PANELS, STUCOO OR wow BOARDS BE FOUND ON THE VINUM EXISTING WALL, NVAORS SHALL BE ORO DMC�H TO REX" THE "N STRUCTURE BEHIND SUCH PANELS. �W" IPMR00UMPEOM"'IT0101111 I ..'I. ON MIS OCICLIMENT' (P C.0 ) HAS SUN VE-RM FOR COOPUANCE IN ANCHORAGE SI'ALL BE AS MENTIONED IN 91) AND IN 6-2). ACCORDWA WITH THE 2020 (71h EDITION) OF THE FLORIDA SUMNe CODE. (C) 1DjWJV&1_V&=_0"_V1QM_0tW_D­-_Qr. box OCSION "NO LOAQS SHALL BE DETERMINED AS PER SECTION 1620 Of THE ASUAIE MENTIONED CODE, - I/4-0 TAPOON ANCHORS, AS MANUFACTURED BY I.T W SUILDEX, INC, - 014-10 PAREDARFE FEMALE 10 AND PANELMATEPLUS ANCHOM AS MANUFACTLIRED BY EICO N N PRODUCTS FOR A V CO STALICTIC By THE dVABOILIM WHERE THESE SHUMRS WAA BE WST 11 AND .# C;=A%M CTURED FOR A Kd-0.06, USING ASCE 7-1 0 AND SRVLL NOT EXCEED THE MAXIMUM (A.S.D) - 1/4 LAO SCREWS PER N.C.S� DESIGN PRESSURE RAIINCS *MATED ON SHEETS I THRU IZ 14, IO, 18, TO A 20- - 7/T" I Ve *00) BUSH". AS DISTRIBUTED By ALL POINT St.", SCIT & SPECIALLY M IN ORDER TO VERIFY TWE A974 CONDITION, ULTIMATE Dr." VIND LOADS DETERMINED PER ASCE 7-10 0 1) MINIMUM WOW PENETRATION INTO WOW OF TWCON ANCHORS SHALL. St I 11r AND 2- MR ELCO PANWATE PLUS ,SHALL BE FIRST NEDOCED To AS, D, DESIGN MNV LOADSW MULMKYNG, THEM By 0.6 IN MR TO THIEN AND PAWELMALF FEYAUE to, COMPARE I */ I" (,kS.D) MICH PRESSI)RE RATINKS INDICATE0 ON SHEETS 7T,XAU t7, 14, 15, Ia. 19 & 20, IN ORDER To YUWY THAT ANCHORS ON ING P.E.D. AS TESTED WERE NOT O" STRESSED. A JA INCREASE IN AUMA."a C 2) MINIMUM THREADED PEIRETUTION OF LAO SCREW, INTO THE WOW FRAME VNII SHALL BE t 112-� NO THREADED PENETRATION IWO STUCCO SHAU, BE CONSIDERED AS PART OF THE RIECUIRED THREADED PONE)TIAT". STRESS FOR "No LOADS WAS EIQL USED IN THEIR AAR.Y&S. FASTENERS SPACINC to WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH LLD.& Zola, C 3) MINIMUM EDGE DISTANCE OF LAG SCREWS� INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING WORM PANDI ADEQUACY FOR IMPACT AND WIND RESTFOCE HAS SEEN VERIFIED IN ACCORDANCE W" SECTION 1626 OF IKE ABOVE MOMONED CODE AS PER HURRICANE ENGINEERING & TEM4 INC. REPORTS 96-569, 96-510 & 96-T30 AND C.4) MINNUM PO4MTM Of *001) IFUSMW SHALL SE 5/6'. 11V *-20 SCREWS USED SHALL BE 1 1/2' U)NC JAMMUM FENESIM"oh IESPNO LAO M, REPORTS 12D32 & #2126 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-"3. ISIMU) 57=0 EXIST, " I* M*WUM ;" WALLS WITH No STUCCO AS WELL AS AMERICAN TEST LAO Or SOUTH FLORIDA REPORT #0219.(H-00, AS PER TAS 201, TAS 202 MO CAS 70_ C,*) IN CASE MAT PRECAST SMNiL OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTIK , STANITIM, WALL, ANCHORS SHALL BE LONO ENOUCH 10 REA04 IME UAW STRIJBILOt BEHIND SUCH PANOLL Z ALLALUMINUM EKTRUSfONS ?O HE 906346 AULOY AND TEMPER (UM,M CIMERAIME NOTIEC). SEE SHIM 2, ANCHOPACE SHki aE #S AMONED IN 0), o2) ar C 4) 1 ALL ALUMINUM SHUT METAL USED AT CLOSURES SAALIL HAVE 3105-H14 AEoYL (0) ANCIVIRS SHALL BE INSTALLED FOLUCIAING AII OF IKE RECOMMENCOT" AND $PtCF0fiONs Of ME ANCi,�S MANUrACTUt" A ALL STEEL SHEET METAL F*AE �LS SHALC HAVE STAIUqYURAL DUAL) STEEL 1,SY, A-fi$ji CRAO, Ilf , _ 50 WNIMUM. C:-w 6, PANELS MAY ALSO BE MWAUJID HORIZONTALLY` FOULMNIC INSTALLATION DETALS SHOWN ON SECTtON 3 THROMN to (SHEETS . GALVANIZED 5TEEL CESIGNITION W/FY� $4.3 kV INFIER ROLLED). THROUGH 6) OtCEPT THAI HEADEAS Q & (a) SHALL Not BE USED 5: ALL SCREWS TO BE STAINLESS STEEL 304 OR �)15 AIS WOM OR CORROSION RESISTANT COATED CAR80N SED, AS PER DIN 50018 W/ 50 k9i YIELD STRUMM AND 90 k3i TEW_fLE STKWM 61 SHALL COMPLY W/ FLORIDA SAI ,­ 9 IT SHALL BE ME RESPONSISIUrY OF THE CONTRACTOR 10 YERIFY THE SOUNDNESS OF THE STRUCTURE WdM SHUTTER IS To BE SECTION 7411_3�3�4 ATTACHED TO INSURE PROPER ANCHORAGE THISS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD MAME BUILDING& 6 SOLIS TO OE ASTIM A-M'? GALVANIZED STEEL OR AS _504 �CRICS STAINLESS StE51- WITH 36 I. MINIMUM rELD SIRINGTH� to- EACH REGULAR WOW PANEL NTH LEM14B OVER W-S THROUGH 12'�- AS 2=5 %,:,� 9 at It) AND ALTEIDAITAES 810, SW & I CIA ON WEEIM ,III 6 a- I .f MOLE X. `Aiii 4 INSPAILICTOO OWNER OR ? ANCHORS TO WALL SHIALL BE AS FOLLOWS 1t�=P0fftaa0tAXCt9UE TENANT to SECURE PANELS WIM MODS OF HURRICANE WAIRNINO (A) 3_1t6W_?%eR_WQrErE, it rNE KSTALLArt" Cot ~Oli IS TO SwcAuLK ALL %WITER COMPONENT EDGES IIHICH ROANK ;N co"WOUS, CONTACT WIR -It/* '* TAPCON ANCHORS AS MANUFACTURED BY t-T,W, SUSOEX� INC (Mm. f'.-IISE, p,.,,.) THE BUILDING TO PRINENT "NO104 WMIUSION, - /4� It . 7/6' CALK-th ANCHORS. AS MANUFACTUROD BY DEVLT INC. tMIN, I'C-Mil LL.I.) - 1/4*0 A 3/4� SOUC-SET ANCHORS. AS DISTROUTED BY ALL POINT SCREW, BOLT & SPECIALTY CO. 12. STORM PANEL 100ALUVION SHALL OOMK.Y WTM SPIECS, IND"TED IN THIS ORAWANAY PLUS ANY SULDIN5 AND ZONING WEGULATIONS (W". f*..30012 P.._L) PROVIDED BY THE JUIIISDA71ON WHERE PERMIT IS APPLIED TO - 114-10 PANFILWITE FEMALE IO & PANELMATE PLUS ANCHORS AS MANUFACTURED & ELCO CONSTRUCTION PRODUCTS (M(N. I . ­3350 V.�i.) 13 (-) T14S PRODUCT EVALUATION DOCUMENT (P E D.) PREPARED, By THIS ENONEER IS GENERIC AND DOES HOT PROWE INFORMATION - 114'0 Cr W-MP ANCHORS, AS MANUFACTURED Str TRU-FAST C()RP0RA'COK (`­3500 P-) FW A SITE SPECM PRMC7; ;,* WHERE THE SgE CONDITIONS MATE FROM THE P.E,D A. 1) MINIMUM DAMOMENT OF TAPCON ANCHOR,S INTO POURED CONCRETE SHALL BE 1 3/4% 2- FOR pANEIAATT FEMALE (k) CONTRACIOR TO BE M�S`O"SJSLE FOR THE SELECTION, PURCHASE AND 0WALjA­,M INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS P,E,D. PRWDED "HE 000 NOI DEMME FROM THE CONDITIONS DETAILED ON THIS DCCUWNT, 10 AND PAREIIIALTE PLUS AND 1 1/4* FOP O' TAP -DRIP ANCHORS. CONSTROCTIM SAFETY AT Sn IS THE CONVOICTOR'S RESPONSABOUTY AM CALK-SH A SOUP -SET ANCHORS SHALL BE EMBEDDED 7/8')RtO THE POURED CONCRETE No EMBEDMENT #00 I.) THIS PRODUCT EVIAWATION DOCUMENT WILL BE CIONSIMISED TIWALIC IF MODIFtEo, SrUPOO $NAU. BE POWTED� 114* 0-29 SORM USED SHALL BE 1 7/2' LOW MINIMUM SHOULD STUCCO OUST. NO T* MINIMUM FOR WALLS WITH NO tl=O� ANO MAY BE ICA= SCREWS OR ALI THREADED SCREWS W/O HEAD, IId) SITE SPEEM PROJECTS SHALL at PREPARED BY A P-LORMA RECIVERED WAVER OR AACHATCT WWCH WILL BECOME '04 am WITH WIK KIM ENGINEER Or ACCORD (CO.$[.) FOR ME OROJECt AND " WILL BE RIESPONSWLE FOR THE PROPER USE Or THE F.E.D. ENONEM OF ADOORo, ACTING AS A OMECATED, 1ERGMER To THE A. 3) IN CASE MAT PRECAM STORE PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOO BOARDS BE FOUND ON ME PT,D ENOINMR. SHALL SLI TO THIS LATTER THE SITE SPECIF$C bRAwItIDS iiOR REIAEW. 03STMG WALL OR FLOOR. ANCHORS SHALL BE LONO FNOUQH TO REACH THE MAIN STROCTM SEVIRD SUCH PANaS AACHORACT SHALL BE AS MENOONO IN A 1) AND IN A Z). (e) THIS P1.0 SHALL WAR THE DATE AND OFISOMIL SEAL AND SIGNATIM OF IRE PRQFV.=KAL ENSINVER Oi RECORD tHAT PREPARED IT, MarE_&CnLMLL,auN_"- 9. IS, ?15149 `TAPC� ANCHORS AS MANUFACTURED BY 1, T * ONLOEX, INC 14 SHUTTER W*UF=UREWS LASFIL SHALL BE LOCATED ON A READILY MStRUC LOCATION AT STOFIM _ ,/4' 0 , 7 PANEL SHUTTER IN ACCORDANCE MM SECTION lipog,ei OF FLORIDA BUILDING COM ONE LABEL ANCHORS' IS MWFACTMIDD BY DEWALT INC, (MIN , t�­I$00 ;,.It��) SHALL BE PLACED FOR EVERY OPENING. LABELING To OO1JPI,Y*I1H SECTION U0,94 OF THE _ i/4 'I X J� ANIVM� AS PISTRIONTIM BY ACL POW SCREW, Star, * SPECALTY CO. FU3R10A BUILOM COCIE_ 4=9 - I ( I MIN I,C.IM 0�.i,) I � _Rrg�,--] PANELMATE fEMALE 10 AND PARELMATE PLUS ANCHORS. AS MWVFACTURED BY ELCO CONSTRUCTION �� � �� � I, P4­10 RODUCTS IMIN. V�2071 IPII3) % I .AA V"INMINIHO PYATE OF FLORIDA I - i/4- 0 OF TAP-W ANCHORS. AS MANUFACTLOTED BY TRU-4-A57 CORPORATION IC� T014% .: 'f .,., 1111- $-I) MINIMUM CIMBIMENT 0; TAPCON ARCHORS. ELOO PANELMATES AND CF TAP-GiiP ANCHOR. IWO THL ..X& r _---'.,,_Z_ FLORIDA BUILDING CODE (1419h volocity Hurrfoorto zarNi) BLOCK UNIT $441 BE 1 1/41, 1Z . , ­�' ..f S! "M XTEM 0C. ?� *� NO. 4 a- 20 "OESALVANIZED STEEL STORM PANEL PtAitIN ". I 1167 9.2) CALK IN & SOLID -SET ANCHORS SHALL BE EMBEWED 7/6w INTO THE CONCRETE SLOCK UNIT NO &MSd*_ - _540 I I ____ . - —_ - INTO STUCCO IALL BE PERM`rra) t/A* #-20 SCREWS USED S'AL BE I 1/2" LoNr L ' MINIMUM S"O"a qWCCo 11 GLOBAL PROTECTION PROI)UCTS, U.C. " Azz /711LrEC0._-\ '% EXIST. AND 1- MINIMUM FOR WALLS WITH NO STUCCO. 1 SAT ANXI $.*� a, -.611, — OM. 1�12'� A 3mlltur, 1% :�-,'- ZOR 52E��� ".. I-= , ," 20-176 , . � �,--, 4.1. %, _S/ I - �, � E*-"Wt# I 1;111-121!0 *=A;,�,KtP, .- F.f, "IV 04111 I ff 28 .1. .1. 11 I I - 11- ____ ''I 1 1 1 - I MIALLATION DETAILS EQR REGULAR PANELS(I A a - INIQ EXISTING POURED CONCREIE OR CONCRIM BLOCK SIRUCTURES cm4cRm *EHM (M SCIMU ON Co"CRIM ANCHORS 00WRIDE "HOBF — � -"-I-.-.= "' (SOL SCHWAX ON $Mr?SI11NRMAt-;� __4:.D.___ " V I , CONORM ANCHORS 1. ` , � " 1.120�01 - , 1(�) ,I*, =W-2661 . 4) .� -1 _E_Z=_ I i­�,, EXISTM POURED v4I - - I 11�1�11� j- I .) . - \ �i 11, Mk,.- � �� � V -1I*MK"____ Wl�:�&.Vxn f � _J 1/4- \__ �Ik\1,11\,JtR�WN�&§ ` 1/4. it: � 1 L::\- 1111 _ -,I.- . Inl 1 __ - - - -1 __ ; 44M � if -1 — - � I ; , M . - 1111?�L_ i i __Tr LIM "� � , � T EOSPAG POL"D . — - � I I i 2 � : . I ; G I .__� I i " I I ---I . I � I j -, I 1 V I 1- f 2 REAURM . 11 I - I z, . ,11 I � 2 Iii i i . ,Q3 J I I I - =&=.ff,, I I . O.X I I : I - r I � " 'A_� � ; 6 I 9 ­�� ,N't�4,,­­§ I " , , 1 I � I - _vq­. 490`0 ,N�� , , I 5 = V'AA4 1, IX � I __0 I Ti I J % W16, - i -_ 1- 7;'aw- 1, 0 I I I '111" " 0 1; t/r OC 5 I MA,sm. 1 12 I/r Ar i . 'AMM" IT* " : 1 I A`& M � 1 - _(D �-,--.S�, I I . M" __11 I I =_", i I-M 1 - T 'I I , " __ - , 1 _ ' i - I L- ­ I �'___ _--T - ---- a :- I— =__� i I I 0=14-il a i i __0 9 1 i . ! 8 - - ;:_-,- - - I - ___ - __ __ � � __ - - _1 __ -,.? __ - I ____ __­_,_.,�:�:_ -, - -11 41 i ; 41 I ! I I ��;��,,� i ! § �J : I § I d i � - I I C.. : i I I I I .,-?�,,J­�­, I I � , V,_ T � 12 f � I 1 I W 11 I " �_ I , 1 ww; . - � � it -.1 I A, ; i I IM, I � I - i= Ia vr = I �o � 'o EIRONO Pqytt%, i I I ,, I / I WOW ,pua a I 12 - It iff- I I -� " It i I F 11 i i '.. f ,L,,-- �� At A, i I 1 . -1 I - I.- 4.- Pa I W i P E.D. =11111WID41"p- � I , TwW , I I =- mp W, `T_ FL ;1 = B"XX 1 4 '� i I6 ;I i I — - CONCRETE mocit; , _________,___I I ___ ___ BLOCK I _ - t i 0 11r At ; I-, - _ .-..- I . .- K"VU­ i I = i � i " I I, - 777777F, '1­ 11 I ­�­ - , " " I- - . 9 I I I__r I ,1 . I � �,, - - , �- J 10057INIS 00UREk, I _� ; 1* MI1 CuNCREIF ; A-— W - -1 I - - REQUIRED. I- * 0K I*_ ; ..� % ;;;; �� /10-14. �� I I f -1 I %, - , -_ AIXIHM � I CONANIM =­� ST"MI, .1 , , -9--0- MWORS , a. - - _... CON"M I (SEE SCHOULE ON—, - CONCAM ANCHM 1URVAIF'"' _C4, ISM woom ON, __! : - CONCRETE ANCHORS I -_ , MINE- ism SCHEDULE ON SI a THROUGH 9) SHEM a THROUP 9) I -1 Soars 4 TMROUW 9) M-11=t", ta _ 1W M NO AN13 OM MOUNT I W %, I; ­-­ BUILD OUT - W%,; - AIJERMAIE Still n PUT MQUIMHQ , �%M,� F__ - /­ - ­­ _______ I—/ - -.--,-I t I e LD, - EDGE DISTANCE - � % wuk 1 __T I, �m - groax" - I WAAM� I i I a (SEE SCW_OUUE ON stwSsats) I i ,, Mpg I It IV- I . i �- 11 We - � 1 2 Ilr 04 ;, - I a 'AJ%IIifl40IIIt#J,V TOP * BOTTOM MOUNT04S CAN HE I i I I 1 X" 1ER A )� % , ..... 1'�, ��Ix 90085M IN MY WAY TO SW AW 11 ON, , �� _k1'1�1­­4_'V1 1� " I 1,1, �� �Wi '14 � , 0 .-* %km ** IZ.-"-. � =&nURW-j3/4i, -`,,�,- �� " - 1, : I FLORIDA BUILDING CODE (!!e Velocity Nu one Zonw)l __ __ REQUIRED. —1 - "I ".. i 7 = * i . . *1 I Ow TATM INC. 20 GAGE GALVANIZED STEEL STORM PANEL F.P. BRAIN m. ON 9) SHOM a ; I : �E - ..,.., . - -11 __ GLOBAL PROTECTION PRODUCTS, LLC. r 7 / I WE C _0� m M&IX*"* C[IUNQ AMR EU ___a - OR. , - IN. _.. t 41W $1 STRIV .AW FL XU" Two TMTWG & a , 20-176 SCALE 31'%-Il rVAI I �W,"%.Mft _4LIWIM12, - "'Mm P, .1. Piam ot"imm-not, m O&O""M ,V, __ "Of '. - ­1 I � . -1 - CA . - ".- 414000 III,! `AO,1C, � * *� ... i RFILO�- 1!4, 1, InEj�tl` = OF it I � I __ ___ ------------- OMPOESM EQEI REQULAR Ik UFE SAFM MEM PANELS (SC" 1/2-l') / ­­-1-15-19e Oom wurH) ------,--,-,------ ____ -- - ---- � ------, - -- ---­­15.1W (TOTAL WOMI-, -- -- - ------I2.bQD` (EFFECINT WWH)------ ------ -- ---- - ; I I ! I I i ___________ I ,-------6JW,_----- � .1 i . ---. I . � 11 . , - — - " - HEN - - -:�, , �_: ly"', ,,�_- - � 11� - 4a THICK 4W4M,k- , L . , .1 aw O�om I , , � , I � 'I--,- \ "S"=5a EM , , - "t- \Ln, _k OIADC so M*011AU1, WrAp. Af 2.0 '. 4.k 2'NEM._ .4 RDAMED ML ASW A� I - Oct T1""`A"� r-w MV. -Ger., A > , 413Z - ----_----------------------- \> �� - Z� �__. --i ,�w - ��6 to- ;­---------e.2W I T r1aft-Em" , "_�"'I"', "11 -, -, t7w�i�,e!Eje_ 'Itt W/ NOMIM mat �,- __1 .1, 1;0 I I - _ V�.w �� . I `51 -11 I 1�_ *O.or I �11 /��,V� - '_:�'6' * /_ _" "IMAI - - - ' � / ISOMETRIC W-MALA R"OED CORNER 0 ENOS OF PANEL`$ END LIP W/ REMMED EDGE. (N.T.S) (g) We ff" ,7".z i '%6 ,_2 ,� It- -1, , , ASNO � Gas f" -4- " /r. - , " 'ear DRAW ! AMIN! HEMIAVQI'�> �� - , , r.r "" a 'a OALV. EDGE , ->,z " - � * __1 -1119AMOD I I E= � *111AX, A-T I�ETAA. A � I 40.11' _______ 1-1 ------------ � . !_�_i` I .in: �_? .,- IJA`*-X %4*1II-B). .- -, - , . i'l : - SA UNITS IN ;;OEX . 7 '7- , is STUAL MWITM S& aw parTut - � .-t.95 �( � �_c I ._.- k To ANME 0 T)Aftue - - , I f I _; ,� Lt J;II; � . � . i2 f/9- O.t 112, O'C' 2. oil. 1.5too- ---I I ___* : 1.5DO � . � - � SEE I ix IA, t .932, �Oio` AM , c . I t �� � , a&, i . I I , .i - � _ L Lzki�� - _'. , � I ..... J I-- 1 _____________,�,i t26* . � i I I I � 1-­­-­-S' 4.­-­-­­___'­� �__I,5w, _.; T,W� I __ - —4 AMNICS � 1/14 6 2114 .374* J -It--i S1110 0,344' i - low I I I-- ­16 4, 11. I I -WIZEDGE . � J - -.1 � J I-, __ F ­_ - - I . . � i i t� -1 .3 0 __1 , i V -, __ I - [ � �. 1 456 ; ! !��, � , � := --' J i i - 13W 1 4.5171 1 - � I "--'-* .063, � 1-34Y 1.042 i 1 � . i 1� -a** HOLE tin -,- I ; 1- . M3 1 ) . I I LOCATION AT -9ai;, 6_1 i i � ix � VERY PANEL O.VW I - W-M, � — tl'DW 7.0 1 Do- (�) KEY HOLE: WASHER � M10 __ zow � I -ow (�) *F' CK &.(QU i cz i� . =91's') - ON � tZ TIED. - -144*0 ,vW111111th%, � I � , --'----L - ­ ) ei� P'. flu^ Alik IS, WNI � I ,� ...... , I - I I , A , � f_,_ �. , " � I.. ,f10,1.�r.EN4;­-1* r � ,� � \ � ,,, 0 � � � a,# �8751# I / 4 . I., i t,--- -8 * ', "I ! I . I-, ,�_J Zt . I- - �M-� � 1`-' f 1375 � -3 .* No, 44167 1. Z - ; � ,,,, Ir 2 * - * :* g I . __i - * . . �ow '1 I Q n1m. - _ 'n", '4� _� - ; . I NICKEL S_ ,-,. STAnOF 2Z I . I I W`NG NUT , A ===-:Ai-- .125-- � � " ., � I . - , i �_ZOCC-­ I (* xpy Har, % oi.�. ,to V, ...'o �� -_ - &M ". Ai PMEL Nr�, 1- * .. - - A,XX4� '10 ::> iii 5 oy", . ­_ S 2na"XI /A" IIIM - ALMNAT101ax UK WOO "A XWOUT S I , Z� 11 ALUMINUM ANGLE - r=== I I, / �' - stim OR NICKEL PLAYOO vaq, its. 3&%�,9aNUL,%C1t,4Tr . . - _­­ .. ffm I-- , . I � _�� . 1� 0-- . I " ., k --:Z�,':�$, � ... ... t -_ 9) i R M-N-1r, I S Cot"M OLD" : .----. I I I.L., 1; * IWI, L t I i if � I . I ; k tI - 77 11 7 71 7/rn � � I . � . : I I . ED � EXISTING — i � COW,WE OR ­ I � CONCRETE BLOCK i i 4 REOUIRED � � i I ... � CONCRETE ANCHORS Om� - __ ­ W" MWONG (D.M.1 9) � 599�,A a ,_,__,WW EXISTING III NEW I* *)IN . VAICES . 5/#7 - I THICK ALUM. TURE OR 1* . cost" StUcew PIT, WOOD PLATE $PACEP �_____WOOD SARD I - . I III NEW I' WIDE A MAM A IX _/M I I I'll 111110�m ��,alior. I* � N - 9) 3; Wit. R6651111M ___ - - �A ii�N�W_W.,_ ­_ X101 SECTION X!--X W-41E 3/6.1- DMIL FOR MA"RS REOUI 11 M IBM MT M 3BLVA111,1M BAND - tLlut M CSEE SC140 SHEETS 8 iiipqpi � - I , 11. I A : �t, All. ,3L*- COS. ,88,.�7, , ,310, ,__;4_:A1­­I f �11 �640­ I If- - 1 JkZ,-_-"J,j 1.6 I III- %�. To, � IV I L ___ r_ I , . �Ow Im.) (9 3&! Atr_ Tmcx "F.-y1p,m) - �750` ­ - � ,Z* I Ye#-2% 304 smm il=f' .;�SS_ StUo awn To � , - . � � I : � ANOUC 0 12 ,/V O,C I I I , I.-*! 0 - " I 11Wi I - f-,-,-- , I I Inwitlicill I N 9M it (PLAN) W ---'X SCALE -3118-1- � U A is =1 1. W i Z C&V.942- ? I 094-,=� I V, . t Is " -If. . Ae� t V, - 'r .,=� t V, __ _e� t V, � IBMAAR T-w-, � I f�; r: Z ____ � . -.034. I /,-\ w t,*J j--- %_ ,-T -\--/ (--, ,,,Cf).*/-�� � ;1 ,4� ;_ IN, / i1_� I W=_= � , i 9qWP;!0A "EA0#1 ,. ___=1WII. )=,.� =�. — _.­_W,__. At I , , 40 W W fiLV%'_ -W,?.. = -. I [* "-,4��A = � lx� I ..) - 11 � T ,- t._�hg"_i . - _\,- / - `,<_�4­6 =%R=*u. I _00.09WIAMU, . . ---Owe � � I - ­.� ru`i�y vm: BE ANY CIMIRIDAAW -=a TI08"A M 20 GAGE GALVANIZED STEEL STORM PANEL I,- - I D" 511� GLOBAL PROTECTION PRODUCTS, LLC. -/WVM DATE- JECOinc, Atto &K 61 5TAiET - � . pFm c IWAC R. 3331, MANNA n it'"L �) 0_2 Z CAM O,M , "AHNIRS-IM FAX' MA)VAO-OP 20-176 , I — I — I W= ?­==.�__ DRWM N. ?RQ=T_PVA11UA,T10NR9kMT'NQ. 20-07nM 2 I I 2.L TEST REPORM Large missile Impact load tests were performed under SSTD 12-99 standard as par section 1600.1 2 ofthe Florida Building Code. Uniform static loads arsper Section 1709.8.3, per ASTM E-330. TaOt reports prepared by American T"fing Lob of South Florida, Report 0, 0814.01-01 dated 03111[02 witnessed by William, , R. Mehrier', PZ_13oriz Moroz,P.E, and Henry Hattom, .P.IE, and Report No. �, I I _ , . 021 9.01 .09, dated February 26,2009, signed and se'ated by Edmuhdo Largeaspada, P.E, and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203�as per section 1600.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November23,2010, signed and sealed by Julio E. Gonzalez, RE, Tansilsiest report No. SCM-198byQC, Mottollur,gical, Inc., dated March 13,200g, s�gnad -and Sealed b:y,Fr I ank Grate, P , .E, asper ASTM t-e and Tensile Test as per QG Metallurgical Report No, I,OKM-1318, dated December 1, 2010 signed and sealed byJarry JaGlofano, P.E. as perASTM E-8. 2.1. STRUC-1-URAL GO NEERI NO CALMAUgAl On 24 Gage Galvanized Steel Storm Panel for Maximum Panel length vs. design wind load, as4ell as maximum anchorapacing vs. desigpWind load and panel length based on rational and oomparotive� analysis, arid In -accordance with section 1604 of the Florida Buildlng.Code, Calculations prepared by Tilteco, Inc., dated 12AShO and 00/27113 �fbr this revision), signed'and sealed try Walter A. 711111, Jr., P-E. 3. MISSILE IMPA- CT RES1S_TANM,. Large missile impact under section 16001 2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201 � I _WND LOMfi RESISTANCE, 24 Gage Galvanized Steel Storm Panel has been verified to, sustain wind pressures, Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.1i drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on shoots 5,L 9, 10, 1 1, 13 thru 16 and I 8 of 18, of Product Evaluation Document (P. E,D,), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for,00de compliance to work as a nort-paroUs Storm shutter assembly, as pot S$TD, 12-99 Standard. � I I I � I mmf�_N 20-07211.01 3 S.. INSTALLAJTON: Installation shall be perfbr7ned strictly in accordance with details indicatedon sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6,13, 14,16,16 and 18 of"I 8, of Product Evaluation Document (P.E.D,),,4[rswIng No. 20-176. -6-MATIER[AL CHARACTEEMICS AND SPECIFICA'nQNS-, Shall be strictly in accordance with General Notes and Components Indicated on sheet I end 2 of 1 8, of Product Evaluation Document (P.E.D.), drawing No, 20-175. Anchor sperilf loations shal I be as Ind Icated on Sheet I of I 8, of 'Prod uct EAraluaeio� Ddcurn4ht (P.E,D,), drawrin% No. 20�*S. 7,. LIMITATIONS AND C-01NDMONS OF USE: 7. 1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet I of IS of Product Evaluation Document �P,E,D.), drawing No.. 20-175 PrOParsd-by Tilteco, Inc,. and signed and seated by Walter A. T11111, Jt,.,P.E 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES , as dofinsd�cn section 16202 of the Florida Building Code, 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by WalterA. Tilift, Jr., P.E� (Florida License � No. A067)� President of Tiltsco., Inc. (Florlda CA-0006,719). __ 11/4, 2/4, 3/4. 4/4, 5/5, 7/5. VW/I 0 - ZW/10, 3W/10. 4W/10. +6/5 SW/10. 6W/11 & 7W/11 �__ _,N: MAX ___ —, ANCHM: FOR CONCRETE SEE SCHEDULE ON SHEETS 111,41F 2___ _r VAX- T I MIN, ] FOR WOOD SEE SECT04 ON SHEETS 10 & I I I" MIR. i I t - - - � I I 0 " I ,: I 0 6 D.M_�a(�)�((j)+ __J_i_r__T__­T'_ -.1-.1- �! � , - _,,11 � ___r,__I��--I_ -7--I---I-- - I ­­­ � ­". - @�, —,,— - I I � , , � / " . I , , I I I T ---I __ I I - , , I _-, � ! 1 1 I � I I I � � I I I . I I -t--' , , i I T .0+@� I I I I I i � � L 11' I I I &(�) (�) I i I 1 � , "I , I I I , I I I I I 1 1 1 1 ! I I I a I 1 I . I I � II I', . I I . I @ I I 1 I, I i i I 7-- 1 I . I I , I I , , I E I 0 1 11 ,� I i 3; 1 1 1 1 . I I 1 ! I , A I I I I I i !,� 1 1 I I L I - __ - 1 � A . . . . . --i.-I 11 I __1 i I -1 - i ___4__ -.- �U -i I - J, - - - -1 �, I - I — . 9 _ -­- . - r T'-V , T - . - ____ . - - ­ - VIV I - T---T- I-]- --- I F! ­_ I -_ �, I � _� I J.1— __ - - I" �,4 � ',- - - ­ ,-" - I � L.- . ­­_ 41 ­F I I � I 11, -1--­ - - __ __ I I _� ­___� ! W - I �, � iT4 , I I , Qk - I - �" I I 1 - - ,- - --- -_ 1 `P - � 9 UNSOLIED PANELS I i . - � I WiTib .S W/ 4/40 MI* I I - - , (SEE SECTIONS AS 1 � i I A S.S M'S� SOLT W/ 7le . 3/32* � ;1 I I �� UTS 0 EA, � APP I I i APP I i I , , i I ) I I I I � . I . . (Sal SECTIONS AS APPUCABLQ i t . � I ,_ I �� 1 ! I" I . I � � L_ L ! i-i 1- 1-1 77-i 1.1 ___r 11 _11 � _7 � __L __L_ I - __ --t- - _ ��� _1�_-L 1 ­­ - i�_ I .. __r_T,_ I I T__ � I-— __ , _ _ __ _,�, y, ,, - 'T - - - --- . - ___ ___T_F1 Elo I � - I 1 , - � � I I ! I � . I I I 1, I " , I I I , i . 1 � I I , , i . i I I ! � I 'J , 211 I I I i 1 1 / � � J I __ _ i � __ i I I I � D�W,1@4:0.@�+@ ­ _. - " I __ 1_ . _4 - i - __ 4 - IZ4 -- ­ - - iLRi__.-1 - �. --- -71 I 0 a . III - i� ,( 1 @+(�),O+@, V. - B i I I ­ ­ ... il-1-11-.."I t�sw/ - - 3: MAX - - 1/4, 2/4. 3/4, 4/4, 5/5, 7/5, [ � 3- MAII _� I MIN, V I . IW/10. 2W/10, 3W/10, 4W/10, 6/5w"� _000 . I 0, 6w/ I I & 7W/1 1 1 1 �____ .__,,___._- ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 5 & Q______________._ I FOR WOOD SEE SEECTIONS Ott SHEETS 10 * 11 ­1 REGULAR -STORM PA ELS � L A Q ELEVATION N-T.S. M7* � W 0- 0��.wi��TLE -Ler) .-A _j , � � ­ _____ — ----- , /qp\ 1; �/, Z /-W 1;�7) - 1. _ 1/4, ,�, %� i; 0%0114 I MKIC W "*_� - A. , � I .......... � _ &­, Ln, .,X­ .,- FLORIDA BUILDING CODE (High VVIvelty WNU - na Zono)l 1_6 , : . 1. S 0= HLIM W. FA. , : *, 4 4167 ,� , s " CAGE GAILVANIZEI) STEEL STORM PANEL D"" ft * -*z SECTION A -A I IT' : _- _-, ______ N-T-5, - E Z _ _ . ME c -6._ \ GLOBAL PROTECTION PRODUCTS, U.C. 'am v$*, - r7i L Qlact I*. IH StIm - ip. 0, " � * ,. - B"' VAX %rloi�,; _­.` A �-.., . (.P= 'I,($.*.-. 20-176 A M ORMAM ft -,";r.., N.'Af,#,*-,—"?.. . I I ­-_ wami !q.* I - 11 ; it T I - - I ARM I 0 at -_ I I I I IN51ALLAIIQN QUAILS FOR REGULAR eAN UCt, & 0 INTO EXISTING POURED QQNCRETE OR CONCRETE BLQf,K 5TRUCTURES "ClE ___ANCHORS, FOR CONCRETE Sm SCHMULI: ON SHEET O,_.__,_._.__..__ I r-w- 3-AN'". ---CFO , - � ___W%CRETE SLMOC. y 31 Mo. 2.61' S. M�! REGIARM i _ M ­ -W, = i REQUIRED WNIC'nell ANCHORS � ­_=�Ut ON i f i FWUXM i,.,.!it" I � COMIANIE ANO"Mm I F, , i ON � I 11 Vol W QMAP -t W"ro wo -1 r - O* -14r � I j Start 0 : ! � I I � I I i I I I N, � I =80 07pua � : � � AS . i � ,\� � I r " f i r1l"it � � 1-1 , , I ,- T__l I �'L ' ' . I I � i � . 7 ---- - -- - --- ---I I I— � i , �1' I �,� ___ ,--- t i , . ---..-- _ I " � ---IC2 � , . ! -1 I I 11 . I ; � � , 1 - , % ,�_ i- I- - I . I : I I . . , : I I � i � i i c-:: ! ; � . T_i�� 5, � q c I t ; I i : . � I i : � I , � I � j I � I i � ! I , I I I I i i � ! ; � :1 i I �� ! �, 1 �� l� � � i , i;! � ; � � I Sox ! . . ; i . ; � I I t ----- � el El � - I � I � - IS c : r I I I . 7 - , I i I I . � ­13 I I - : ; r � I I � I P CrY i ; r _3 ! : . .. � 5 L L . ; 11 I � . !h ;I! ; . i i I [ 1 ;1: d � ; I 1 1 L I Of V I ; I I I � t . i i j I � I -L-L4 1: � � I I , WX - _�, � - �­­ __ - . � - . 4 11 � r � I I I i I I ! � � 1 W, WANazo, I t � ,��,� i I I �� I �4\, 4 �,��,� �,,,, �S , . ,� ,�, 'I I 1 I I I— 1-10 f I T . I ­ , ---:7-1 -1 �1_1 , i � � I'll ­11 � ! , _1 -_ I �, _711- ,� - I I I I � � I I � � , - , I � i , � I i t 1 __"_,�; - �� i ,­ I I , 1 I I i i � 11 1 �! Ltl]­�f' i �, � I � i i � w ­___ ,_jO,A;tAF4Iw. , i I � � , I , TT I [ � 4 I I A i � V I �"` 5 � I � 5 If -9 )--OIr=, - I 1 T ON -W to 1 � . I- I 1 ow 4) � ` 4w- 1 ! � 1 I � 1 if,, I � i I I � , i � � , � I I ; �, 1 i !"'It"t"t"t, I � go 1 . I J I 1__ J $ 1 R . � I � I g � I ! t ��� , 1 �� r i i � � I i ; � 1 � I I , � I 7 ", � � 7 , ! 1 � � � � A III -I � - - I- ­ I : - , !J I *` I . L?4�mi I 7/8'.. - ­­__ 1­ - !I i , - -, _ _ - ____ I - � __ gg - 'I. 'I. IM I*_ T . '/' A . - ­ -.,----I 1. __ , - - Y,4 - _­ ----,.. � . - - - - ;. . I/4--itaw �: I " ' - - , _____, iJ5 I 2;:Ivo;�l (* I � �1 � , - � I - I I Sox . -. , ,,, - - ­ ­ - � - � I ; f - , -T T_T- - 1 IN *V � i � ; , :1, , I . . � ! 1 , � � 1i � t � . -!-, VM ! . T I . � - ! i 1 I i ; c ; ; I � 1;, , , 9 1 0 i . 1 I -1 . . i ANOKAP I : . 4 1� , i ] j�� 1 ! � � � i � I I 4 � i t ; ! ; I � I � I I I - ; L___,_____ - i -, ! I . 0 =��-_ .- -11, __1 " �, . - ! - k_ - -__ I ------ - - ___�Al , . c . � I � � � i �il I J i I i i � I � . I 1" -,-,----" 1 � 1 j I _0 i i � __ __ . � ! 9 , � I f - - I - . . I I . ;�l I I � I 1 . [ L ? ! � i I � � , Irr ____1A_­__,I I � It 5M � � I i _ ! I I $a =j, � of ILI i-W � I I 1 1 . I _�, I . I ! 1 56% � 1r,wN, IMAXIr-n I I — OIAB , ,_ I k I;zr �r M., '� ... D,M..@ . I& + " I. MX`.� . Or V I : I _ ',3 MAX .."111 ", `� ; � i I I I 1��� :',,- _-��1,, � L �11 i I � I I I I I" - ­1 "Ll , _ '- ­ '� L' . . G , ! I i OF -C i , I' oh� I � � I "*'777r,777-1,�_', � ____.__,_ .1 . ; . I IA�y I � I I -_ i � (31 . ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHUT 9 I - . - : FOR WOOD SEE SECTIONS ON SHOT 12 ___ -'- -'- I i I , i _r i � I I � . d I . . ! � . . �� I � � � I � . � , ; ' OW 0 t2 : - " .. ; ,� e 'Ir 04 , Li '� " ff� "; is 1 : : I .-. � '4 , I , I . � I I i , � E`O' I . ; 1 : I : J : i � I � I I -- REGULAR STORM PANELS SCALE 3/3 a El"ATION 2-9) & i -;,ij J]W ! : ::� � � , ,_1 A - - ,IS. � � ; - i � � ; : . i L-E-Z I/*- Mo. GAP I ��', Ti.'; _L __ - I - J I i �11, =71- . I I ,_ _1 yll� ,� . i I , � I � _* e q I � i ( 41 .�� 71 ',� ,,�./, S"I , , � ", '-�J; i ;� - i I 71e 0 T2 I;21/'9`C,`aWC NUT : I �` � I � I "I I I I i I - , _,_______I__.1 I I ! � I CONCRETE ANCHORS i i N�� - 2107* (0411. 0,01LAP -1 WHICLE WILLEY) 11 - -,' �` �C! -, L ,io4 I --- Zn!!_L,f;;.;__,;s__`J*_ �� . � I � _ � -_QXCWM ANCHORS SADDERM I ! 1 comeRm ino"M I ; (SU somratu ON - �, f W smax" CIA I , .t I $HIM 9) t14� MIX, -, _S 11+�, � , f3i � W/ Stuo ISM SCHEDULE ON I vNEU 9) I 1 SHEET 2) I . � � _Q�m OR SM SECTION A -A kb%a _22409NUCTM OR X �____R&:�� OR SUM 110WROD SCALE 3/32--I gBoMmm RIMAXIn DIRECT AUR M16 MOUNTING _ 114ST -AMPPM a �Q ftL WUNTING DIRECT A _ _V INXAWA ,IRK . I I 1. WE. I il�#% oi�,J , .! ". , , - '?, * ... .. . . ft� % I 1% _,A�kv, :. FLORIDA BUILDING coDE (NIgh valoef*fy Nu no ton E& - EDGE DISTANCE (SEE SCHEDULE ON 1 I " - -^ - DE S� TOP & SOTrDM MO INTINGS CAN BE Al *' z 3 ! No, 44167 ; = a * �* - 3** , - . = .. ­ . - __:� 7��,:�,. S, kTF O A41M rLum. � " GAGE GALVANIZED STEEL STORM PANEL - GLOBAL PROTECTM PRODUCTS. LW. / I ME C _=,. /T � F.P. DRON W. 67/111/2,11" LATE- SHEET 9) COMBINED IN MY WAY TO S LITT ANY INSTALLATION. 'J, 0% AI n I- 3FI110'. � S*.4t, AS7 T M"04 FL 14 1 " �6 .. � ..: ." , ..:, `%Z11111.111 , "Wr�_11 - r 1114IM (114NEP-11,16. FA* 0!+)U*-M? — am ­Z. - i PW W__ "A I 20 -176 PROM N�. 0110,0- worow"itAn Ok-MMIO INit. P.E, 141fZ � I =.=J I I -6--i a) a) C_ Cn ­0 2 —Cu > 2 a) = ­— -I-, =3 _0 0) 0 0- 0-0 = 2 = -a CU -.I.- 0 -0 a) — Q U) . a) -t-_ = W = -0 0 co 0 0 -cu -0 - (n ..0 C: 0 c L_ = — a) Co = 0 0 = CD " III,- 0 — M > . Cn 'F= a) Cn L_ -4--A C13 - Q. �- co -0 ,.0 . C= -0-0 U) 0 - < CW2 C%J 4= C%J " C:) >_ 9C M: 0 < Z q W mi = —ix/'��. - = 1A / a) = , C3 .= I= K �:`"_ 6 C 0-9 C5 L. a cc C-3 M = C14 f; -= Lt. ><: V) = a- .- M C:; - 0) _= C-4 _= w 'D = CO -�< - . A Z_ 2 W �f G) =_= W . E: -.� = t'. . a C2 = CC> -0. = I-, := - Bi: 3: M Cc CD IS) -0 .Z! -5: U W .!= W = - >. = . T :-, " -a -= = E M 0 2: C5 " 2 0A -IA. 4_n_...I� :3 CIO (1) C: M 0 L. L. :3 Ud !�__ < Z Z < _J n -6-0 (D (1) _(__ U) IM > 0 L_ 0_ 0_ < -0-0 0 :3 0 0 L_ (I (1) U) IM co SHEET NO. SH 1.0 e 3 e < m A"PMXs WALL AND FLOOR MOUNTING INSTALLATION WAMIAX :' _r` _6• _ a SPE IT PANELS .it ice, x �t'}5f i YN�i fp13S m�•ti�aaE1 e-6• 'r. t • +ic'A,�. AAeI \ tt//44I st �.. �('«es m kaor7 I t _i rah jt1t��T--a auan + •,,,i Y. :tNp. Id k ePT10MJ ,:,,. 4 IT' {t,6. i� 4'6OnW) �.. a. Wx ATN 2w \'n Gt1t 4I •<'TA �1 bx$b 1 } EWE OF WALL >.t_M?%tBtROEIIt kII», C E r ApPLICA6LC + ,. NCO RALMOAsr R1T0 1~ alri 4'" a Fun AE OR IIIOIR x. 041DEK RI s Va" i I `iY -_ a t/Y• _. ,x fWED tool '� r pgvT I MIN, EO t I �sEwAt,, 1 Pm kNYNsc mNs ) I ,,:T 4 +m 4 fi 6 tP) N FMG MULLION 5CNE0(1LE M_ MULLION SPAN (FL) • REQUIRED M.. TUBE MUWON « 4 4'-e ]' . 3' a I/W T V-6' TO :5'-6' 7' . 4' e Ile" A IF-r TO 0-10' 2'Y 4•a 1 4' ? 6'-tD' TD a`-D' r/9' swam I, 3, a 4 AIp C, g Cs « +5T3U9EOF �'-izA ,' oPRES"RKNTEED G. SECTION i PFTULL 6 iO SYORAs , S SCALE 3l6-T F07E MUWON CAN ALSO BE INSTALLED W/O STORM PANFIS ON TOP OR BO7TOM St THAT n B LOCATED AT TOP OR 9Orn0M OF OPENING. (ONE PA)EII. OPENNO WI TUBE TOP a t1omml T3tia(=1A�r� I al AAWOR Sr711 " {IIE AYIUMI '� SPLIT STE I w HEALS 61 r fdEYl iSI�I I A TIQN DET C15 FOR REGULARPANELS INTO EXISTING WOOD ,SEMURE5 - NI.edH�,dAt" ,p•, ,Asoe t r .: -:._-. :,. %. A�I•xxP�irvom Aeesna, . M, f ,f ti6 - #Y1 r.._ '+� -.-. ,:+ j + ,M TON+'A a s•ac P♦ a/i wnalAlwl *C4>mRlOY ILO UM1AN 1068 :. . uA saoR e O .r•',+;. , • r II,e roa [�Iro BOpI Ni1il1:. ac RFen ......._. -.. _.. �. ttiAMie•fNu Aets•m :...: .... '! 4Ae , yy A4M NFi.�AWG iM is 7 t ., / Y 0 Ar .I 'Cis,P41RR IAaR k aN IOIMAa M4+0 /a" w. eltYMseA a i i' , T I t t � I� J -.1eY"AMR .aaA• t,w a se + ac d• Jj ale IA< m+ 9 LtAI i SyY flP A NIA 1 Tb Y +6RaYNPe>oARauE ipl EON VOT OE 1 IK,Psre ..s. __.,...:..._.m.., e17FW, WHI4 "A fmvamri I ^ ' ■ i F {_ TP OVSI; - 1 gp 3 r NST 1'ER ALLAT�lt •- �. NATIVE i/ 4 < r• y g i '.w 1: AY 3 a,AT ► u + ac s�iM e�ir r oes. n AWP♦M Vr•uc I'X,NW' "" ; I y�,� y�yF�y� �r �F+�9y� �L�Y aAi�,IlFAI11MJl. "•• �6.f�R. +,:IX.B1 SEA 41 rAA . A• w,. ia@ All stre 1Wll'MI® tBk9NRIPN ^•.,.,_ h r74 _ _ SCALE: 1/4' . 1' j AT rAeeP,I, GT WAIT srOLIl�i 10oa_ ]1/AL � f'L traLNTiNG X" t4ETUNttNG INS. AUA - ALTERNAM AW INSTALLATIONS — ALTPRNATNE +_Bu (SECTION AT TOP IS umm To +s5,5-87.o MAx. SOIAE: Ile - I" INSTALLATION AL 7iVE 2W - ALS,D. DESIGN PRESSURE RATIO SCAA.E: 3jaL - 1• SCNF_ 1/4' - I° TWW//A. Me��tI//Isr « $qMF I/T as j(tr - 1 f ' a °� ,fe tAalrArlUIC1. BO� Mm FFIIAe l� I'Am NDiFA:AANNItINPIAPAr a�i(rIr✓ £LOUR maul f m 1NSTAIIAI 14 ^sE1.1TUN +LAW 1. tNSTALNSA7IONS ARE ONLY VAL/0 FOR BUILDINGS WITH AS,D- DESIGN LOADSaN'';,+, 's NIP- TO 455"5, -72.0 P AND .PANELS LENGTH UP TO. 8'-9'. Q. ,; y> ' .. Cr4167' FLORIDA BUILDING CODE W h Velocity_Hurricana Zone -2. FOR NEW 'WOOD FRAME GONSTRUCTIUN. WOOD T MEMBERS D BE SOUTHERN •3 :. $i _ anml TtITEYA plc: -. - PINE . 2, Wj SPECIFIC DENSITY OF 0.55 OR EQUAL - Na,s rP, 2Q GAGE GALVANQEIY STEEL 57EiY PANELWAW BF.NOTE.FOR COM�ATION PE 5WTIONs��GLOBAL :PROTECTION PRODIiGiS,. LLC. +/� o. 4 7 161C,TOP &. -BOTTOM MOUNTINGS CAN BE `� . C,3 '+,E 1: '� n TERnNB ae a.WE, r4 3x11A:'erg IN ANY WAY TO SUIT -ANY INSTALLATION. /A ••.. ••:•• •(y . AHAti` w atAr aSw arA..INMAI4IRKIe, a M+em LION, tuAN1pI-75.6.FAN. (2s4X6B-Bn220-176COMBINED F.r. ,. WOR:ms.9.sTa <Fr. en-rar �w::4 �sM®f AR. w Iw: CITRIC Na: /APAIt tNNt 'INN, :.:A I&NF Ji." P.D. r ia-+ f 'a - 2NEg7 to or" MAXIMUM �AA3-ILA D �tGN PRESSURE RATING (p a,f.) AND C MOMUM L�l.3A M "L- SCE RRESEDfi f�i AA (VALID ONLY FORT & INSTALWT1fJNS AS 56PAWNs 1 rift 10, AM SiNEi75 4, 5 t. 0) » l .s17k Taro-2Pe1• S1 M1 k AT OF PAM1O_ .. WSNaArF IAITBM k IAUE)tcltt .. INTO E(I IN�i CON -RET A CONCRETE Ep(;I TRUCTURES (VALE? OPLY 1'0R Pmas(1Da @ ItimAuAirlow AS PER sEC110N5 I Tmw 7, ON SHEETS 4 &. 5) To To TO FLORIDABUiLO#t4G CODE (High Vetoct f4MrriGone zone E i No. 41S7 s QID10 xIKA, ITC; 20 GAGE GALVANIZED STEEL STORM PANEL. F.P. 1*1 3 y ry� i'O ST fle--r �.3-4 o", —I "� ' - I IXOBAL PtiflTECi1iJN PI�DtIGiSF LL4` am" BY: >S©.i°+".' 4 tS�".. (J TR1T: ■ tOMPANV BRKSi=I�S7tPF<ET _ 4yAA,4Y'c•••+ ++e 3 U � � 1 ae: �."s:, f„ffi,, f4MiGIB,s 4.AW ,ik3+)-i64b.. FAY:(HoUme-M7 Fr+s : tmN RrI-tuB . Tw. �I a,-sasl 2G-T7$ yA #PIN DIN s: 3FAL1SNIitliri/OA1E M : we wK w Eon.®. sNr GA-CSOFtSB Ne: R. ar-laa a YbMdTR A TTLLLT �,.:.. E "' NQ$') a of T`-5'OR1645Iki@OLTEatTBW'Jk7 EWXw"UmNOff bT-3'm6'-6'Mxc.'L3faUM901.iIIfTl6N!kA n=!' m ,t'-Y IAA< 2 r1#'wL OR 1F55 3 I/a' • AT � i_ y, 4 d t0 wxAaw As.I, DFSI0N1 RaT�tl Yr�(p�xt.3 1WtlY11M fPICIWR6 SPA`ZA FOR Ee - 3 ,/2• « APPLIG61.E-m Sr1TIC4S # k atrr� I � ALAA7MMM PANEL TAPC.AT CP DP--.6RR GDH1N 1'MfliIATE FEM4F 4 PFN6WTE hU4 m 6 'so tONCBESE , 'ro. WtICRE1L ! to Te C '� SEE 9!ff#f5 t0 k f 1 Pd1 ANCHORS TTF[ k SFFCIP MR IinYLMgAS iM0 UGOO FRAME BIIAOWa tPtNIW ANCIGRSPACWNDS FNO !WINDY EDrE OLSWINCE ARE P9IGT€B AN lIS SCF44DLLL :dtC.O. L6S u�i f .M'TtlP6. f�E dRRfibN PR�S6LE - DIMMED s"T SWYt. tNOF BE MSS N:aY YRIAIUM SPACIIO 1FNDIGAtEO FIR EACH ANCHOR TYPE AT ANDNGML4 iC0E1N: }/4"} t/4+ 1/4*r- tI4'U {/4'Y ;� TMSp" , GF TAP -Lew �� AUiY-P, im➢- W tWOeR'AAtli4 3 RAW II„eMa Bit ilr ! },•-••• +} 1/a ,-3 �. < 3 x/a '. - 1■R Ea pDi4 D 05MDIP + NIA• ,T9 1e - - - -. t/4'i.o.. sle" URIC BRASS CAMPO W/ IN, TALLATIQN DETAILS FOR REGULAR RA �{,�$c t1� v4"I LING"N YS..a FORK O'i+ 61 PANEL tIwarm U T TO 6'-O• Aw B V4• G:D, . NYt ' 4 MR LEMI)B IR � 6'-6"Ye. i INTO EXISTING MOD STRUCTURES �.} PAPE1M44TE Ffl1ME @ NUL PNENA4OE PADS O /2 T D. C. WTN i..1 Yin. nw-s EO iG /1�a 7O NOR ALL 1ENCTNS UP PENLtWTgN LeFi+DEn - } s _ 6•-6'Yw.. �_ ':+'.`t i g ,<. uL-4F e'uR,. PAIIr #- I�• +4 ! s I f' 1 t tG t 'y it 1 t kr F 1 �s 1 / ATE r } 4)-I• Ntu-rs e_.d s �. J '� A NP16 } t �i 9 I I I 4 f 1 e { /t I EA } I I :` tt t § 1 __.. I I� I 4 L E0 EO I I t i �. EO � � r WWe NFAD01 11{ i - � t 445 .. t 6 8 AlFAdN'A ! I�Op _ AkkWRroll t 1 ALTERNATIVE ti11 �--+ { SCALE 3/east' SCALE 1/6-7' ;ffE ^aCNe0171E 333 s y _ � w%mnwO"wert TA MAM ^I 1 r _ I ! ? i to T/�i P E O � i kD Ea s Eof, I to to EO" L s / Ea I-- WUf•`� it- i aeGG P[ASE ' 1 /4- LI. L1NIC 6RhSb &fSHIAi I/C 1 4• A• 1&. RDDO t4ATE `i ,/4'.-20Q` S•S. Me_ e. 6 OC. ,;:. . r =.,. � fOR PAfEi LE.NORIS.1rP 1D T-G" ANO 8 {{ / O,C. YfiR EFNOR,S LAP , ,', °.:. ' +� Dn4l IA E • YF.4' PIAIY 3 . ilt-?O PANEr i TE71.1 1010R- , t t ..I OANEL4NiE PANAR' # ID. I O. C. WRN AFAULREI F I+F d..t. }, _.,._. WY{// I: 1 MAa. Tr�A1WD PeRTdRKW E"��Fp ;y{p AL NATIV • lClb E �1€ �}� • f. jll AD It ttF 01.1t & 4 +.: ,s ✓ 2 A' AE { k # 5:R1E ,��iP.A,it...;5@. 9aAt.E 3/Ba,+ SCARE. 1,/8-1• A L LOW" UP To W_e V., ) T VE WOOD DIRM d4?IIN iNG INSTALL N - NOTE s SgKIM KE NO SHOWN F$p CLARTY � �;/ * SCALE 3/11-'-¢ _.... W,IuttNM1F ?N/f NDtE + t1t r, T WITH A.S.O a �1F •'' i, INSTALLATIONS ARE ONLY VALID FOR BUILDINGS DE'SrA LOADS UP TO +55.5. -az0 PSF' AND PANEL'S LENGTH UP TO W-a". � 2 $ ,.. iG NStr .. _ :. L ORt BU G ` t FL DX tLOING ODE Ht h'Vrioc Nurr(cone Zone) 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO. BE SOUTHERN - o2mG ILO ,n I+c- FA PINE NO, 2. wI SPECIFIC DENSITY OF 455 ( EOUAt PID. ;.k 20 GAGE +LVARIZED STEEL STORM PANEL R >n, HATK3t4 OF sErrNTNS .�. w ? t', $3 QF _ . D. '• "" IL ECt71F761, GLOBAL PROTECTION PRODUCTS, LLC. °�1em 6„E TOP LAMA BE i 9 I' I' . 1'7 t = tINO k IMFEIdIp CDIMPANY 4Am SW. 5, SIREET nLVU 2 I COTTONY WAY TO COMBINED !N ANY WAY TO SUIT ANY AyeYf, .••n. p•. .-•," AY L1{ {\ Aa#AMPdN tI >we. P. tut Nlgµ+vMM4.A A,el Ya-. , LAIN wwrlMs -T6Kn FAY: tRs+kII-6AA'7 20-176 IN5TALi1LTLON- - MIINN :E sEMJ51GNAWNx',/MIE G-aiplAt9 WN,1ON A TB]i't +IN w ea w; ,7+a4 + - WAurxw Na +IF,'Pt gNIR111 GP''fiE ti%U0 ONLY FOR PANELS 0& RWALLAT"S AS PER SECTIONS I THRU 10, ON SHEETS 4, 5 $.6) MA WW 'WAAAR( Al0el S SANDING FOR ED. • 3 I/r A5.0. OESI©N SARLTJN : LY YA1""ORP WiCN t4NEt1/AtE FEYM,E 10 -. PANELKATE PLUS -409M SET APAJOASW To SEG'ITaNB i PRESSURE RAINING m COTPORM M CONCRETES BRACK m CA)ffi&TE TO CORC ISLE BLOCK m CONCRETE m CORMIM &>'� TO Commit TO CONCRETE to CONCRETE! m Commm @TACK. TO CONCOM m CONCRETE OUDCN AAK ti'OM GInoFI N OF THEII IEMPI71, •l` (R.} LENGTH -1. N/A N/A N/A 6- N/A 6• NiA S' N/A N/A N/A I (TOP) B. I 4' N/A N/A 6' 6- e° 1. 6" N/A N/A - I (BOTTOM) 6" N/A N/A N/A. Ba N/A 6° H/A 6" N/A N/A NiA 2 (TOP) B' N/A. N/A N/A B' NjA s" H/A 5• H/A N/A N/A 2 (80TTOM) -72.0 6• N/A MIA 'N/A. 6" NIA 6". N/A 6' N/A._. N/A NIA 3 & 4 (TOP) >7'-S" TO W-e OR LESS a' 4` N/A N/A 6" a 6' 8' 8' B" MIA N/A 3 (BOTTOM) 8` NIA N/A . N/A 6" N/A 6" N/A B' N/A N/A N/A 7 (TOP) 5` 4" N/A F N/A 6• I 6' 6" 6' 6' 6" N/A N/A 4& 7 (BOTTOM) N/A MIA 12 1/2' 6 1/4• 12 1/2- 6 1/4- 6 1/4' 6 1/4' 6 I/4" 6 1/4" N/A N/A 5 (TOP/WTTOM) 50,0, -53.3 .. N/A N/A 12 'T/2' 6 t/4' 12 a✓21 6 1/4- 0 t/4- 6 1/4` 6 1/4' 8 1/4'- NjA.. N/A 6 (TOP/BOTTOM). 6'-9" YO it-r 58,0, -72.0 A/A NIA G 1/4' N/A B 1/4- NIA 6 Ile � 6 1/4- S a/4' 16 1/r N/A N/A... 6 ((OPIBOTTOM) W-a' TO 13•-2' NIA NIA N/A N/A N/A NIA N/A N/A 6 1/4" 6 1/4' 6 Ij4' B 1/4' a. % 10 (TOP) 43.8, -49.0 4. N/A N/A N/A N/A N/A N/A 8' 6' S I/4' 6 1/4" a m,r0M) OR LESS 6�` 4° NIA N/A N/A njh N/A N/A B• B' 6 1I4' 8 1i4" 4 (S1IITTOM) 12'-4' OR LESS N/A N/A NIA N/A N/A NIA N/A N/A 8 1jt' 6 I/4' 6 1/4" 5 1i4- to (a01T0M) SEE 'SFRETS Ik IT AND 12 FOR ANPORi TWA Y SPACING FOR INSTALLATIONS WIO WOOD FRAME NWIWW WNWUki ANCHOR SPACINOS AND MINIMUM CODE' DISTANCE ARE WMCATED ON " 9CHEOUM FOR Ea LESS THAN FNNCATED ON SCHMAX ANCHOR StMCWC BY MUUIPLYIW SPACING SHOWN N ON SCHEDULE BY THE FOLLL41M FACTORS, MR THIS OPERATION TO BE POSSIBLE REDUCED SPAC'IW-OWWAID USING FACPR SHILL HOT K LESS NNW MINIMUM SPACING 04IN ATED FOR CAD" A14"Oft TYPE AT NOHOM LEGEND. .AWG1Wt TY1$ tI41 T.MOO}I tj4`I OF "AP.1Ibp I/41 1jPP 1/4. bdM-�AX t/4'r B illc_NET V61 NMMe $PAiTR1D GM1) 3 3 3 ] 2 ,/2 ) 3 31/2 IaaNMxj Nkne.M IMdr R'4) d W`w I 3 112 - 314 - -1 3 ,/2 ACIDIC, EB (K 00#M F A ID T O R 2 1 _ - _ _ ,So CF3 J 1 I.OG - H.p6 NIB I SIALLATION QEWLS FOR ROULA 2 PANS+; INIQ EX STING WODI1 STRUCTURE { A- o , P s - 1 1 ttl ': i f - PANFINA(E plus ANELW7E Pill 4- PANII.AMIE P1.u5 t r" -4-10i s • , ._,. f ,.� T'+•;1.O.W 6. 7I6.:.. f / i P 7tON PENETRATION TO T:4tFAOEO PEtAF;9F641WN ID ti#M'AA/EO FHEfRA TO WOOD ^, i1s1cADED ' i' MEd,COER G N H F]D.SnNO PP0O6 HEADER E>TIsnN WOOD E+L6ER ItE'$ EXISYiNO WAOD ENTER REait �F `"! } f 4{ k y 4 f{ f ; • i `1 v I T t, I r a' T i b]lYE• /6roa3/'32' T IIF - �B•`N3F • .HUts NJr s 3€ art vsRrl =1 i s e MAY STA a fA91+' SIYD A EA9TY Go I t .1 4• - - 1 A I e t DL 4 4 OD. ' OC / / la 2 2' 3 REpTU NEAOLT2 Wn. \ t _ RSOUIREO _- M[n.� - 1 A 11 it i, IE'E SLNR'PU6i ON SSE eO{eTAL6E ON ; fT St~kEOUAE fAI i a SIK4T. a SHIRT e 1 StMLT e FT3R YY. _ OW W. SFPNgMMt 1 'FIR Ykr. SEP'ARAWON i ._. TO GLPBS, i m C4ATfb, i °. L Fb OlA5i I , _..- PAN LENGTH ., a; _ (({ Moo. PANEL SETT) Mae, FL ''� M. PANEL t£NG'111 t ,/Oro aNH 55:. (SEE NOTE t) - ,/ x-aon 63r. (SEE NOTE T) (SEE NOTE I) it2 YS NI AI6Y ti-- Ma w1 A/rr 1 Ms W/'AIe^4 s o7Fm p 4 ;fly' > wrT ! - , H I , t i I A k 56A 1 51T' FOGS OF h. t I E OF OF 1' MAN I Aevt W1A I `LY I I I l� 1 •. l 1 t1�0 NUt WA51EF ,. ..•-'-` � 3)i3' 1-- _ - •f { _ :i :f s tG T I.c. -..�, uc xP4Ws 2 xa• Wtt00 PL4 _. t. I 2"0' WOOD_PJ,TE i l ;. •. ' - 2"e4" wDtln A? ., �' „�..:. ,, r i : -IN. THREPR£.D. RE0UIREO L _ a4-ID i'ANELMATE PLUS REQUIRED , 1 I): !@4ursEp " I I fy '« f ) MEMETRATION AT 3 1 ' .i; k B t.A' OPi14iTM/Tkt)A 4^ MVROTH OF PLA"iE 1 I.' AIFS WKITH OF PLATE :r DI47lalia ZQU?MNfi J�i• �.` —�. .- AT MOWN IF PLATE--:-•e- k" _ ALj SOME 3/6. T' SCALE 3/B-1" so" 3/8-1` X=1 1. INSTALLATiOt45 FOR ALTERNATIVES' BIZ, 9W & 1OW ONLY VAUD FOR AIArNNtNYINM/AA BUILD" WITH AWS LENGTH .S Q fl DEMON LOADS UP TO +43,6. -4$,O A.x.r. AND 2, FOR.. WOCO. FRAME CONSTRUCTION: WORLD MEMBERS TO. BE SOUTHERN � �'" : "':"'•;� NEW GENB�C ;' s I N 2 E SPECIFIC DENSITY' OF 0.55 OR EOUAL- 1�: \± a FLORIDA BU11A1 G (High Valoltt' urrTGoe e) PINE ik tiY✓ APE a + N O{SO£ N fl n ion u+rrc ++L4oIMA c. c PIG. 41 + s 20 GAGE GALVANOZ€D STEEL STORY PANEL FCR i1aN i7F FCN0N5. * S OWN Bt`. TOP & :AOTTOM MOUNTINGS CAN BE s '� ,.�.� " 07101AW COMBINED IN ANY WAY TO SUIT ANY '��:, � __.__._._._ B C GLOBAL PROTECT" PRODUCTS/ LLC.; OATC INSTALLATION -, O •• FL }31p : '' . .,�./>.. _ 1 I `. E C 0 ,.a. 4EPD SR« bI sow _. -ifi �•' ,,, - A e•d7'...J TNUF k E N N/ ANY EW-73 L PW - !� ^q'4- HN..xa'. ra a+A WewINW0.R,ANIA 1RIGt2: A54D, FAx: (4!4 Atrr 20-176 yNFSS) P)Ai..�$�t F...,Sa1Tm.sAt6 r..Naaoa,_r�Y (Bst)MW- F�-I hAAAN G-OOD61t9. ArN � : �+. !imAnsn iiR/AYNiG W" Tf IlrkiiLµ fPGNAFugP./MtE -� 'AM.TOk A TLIYf Jf., p.E. st m r NIA a - Rd6RfA tG OF 26 N N to Ca O }. U _0 N CL O O C .� CO v -0 p Ca O C6 Cn O O Cu 11 O -� Cn -0 L O O —0 CU . C � /�� V J p - Cm ® " d ,a tU.a L � o.e tl Ev Q) EO TEA 2 QI r Ns) CL a) m E � 3 tv .c tv a) 9 CY 1••. to �i a COX-mr. ArNCItM CONCRE E AH04M PAR CONWR *KKK SEE SCt@IL15 ON BMEET YA:; (SSE st � N, , ` tSEE SCHEDULE 10-11, ^�\ ,; A� FOR WGOD ±sew.,Y: E SECTION N»F bNOEr T6Do T, 2;R TW/15 1 t 8 AT "(��++11oN 8 1 1 1 -8 AT N 8:.: 1 IbISTA LATION DETAI FOR 0 TION # 1 FOR C ^S pown .` 'e T�iB f l/4. 2/4, 24/4, 3/4 DR 4/4 1, 2 $ iW/15 j: EMD Arm 5 lctalS a 6 as w/ li�m �_iF- �Ffs SAFETY _» ) - i NTI 0 EXISTING WOOD STRUCTURES STORM PANEL SYSTEM Ij 7 ,•-, ,/2 u ' { cela � ,4 i � � r .... � s✓B- fA±n. MUM CONCRETE 6 3 AIn: low n) J( o I N t y , STUDS 6 2VE:R`i' °;. + q 7. r ry.. • ' I ','"•TM,=^,..;!SM1;�''m k�,a,<.. ) ;+'k".°, �..'r `^.'t,.'�„i i ��- OVERLAP j((t i ._ _. . ._._ _ ^ _ _r....,, _ .... _ _.. 12 T!2 OTC.) I t , .. .- �( - > !t . 7 T ! I 2 ) v° � - f �� 3 ��E � ��� 4 � � ��� t jj ': ��1 :, tO..+ialt? pAJ+ffl ,ti .. i � 7' f ,`. 7. ,. t'� i. ,1 , : \•F" (On PA/iEi3 tAPTEPo P PANEy. (RDERRkI PN�J (FIG0 PAN%)' I i aP Ea!_. If TEEN TO ASSRdIMN POR YM. LEPAAATRRa { 1 j 4 e I �' ! t 1 t i �,a-^"' _ C_ i m mAss � I m abe Ti � , III �3 ,I_' i 1 '� �' i; j , a� S i L LITHO �- i :i, ��a smO a Tz e/Y D.e. snu • Mz I/2 GF 1 1 i } I L i I E0 1�1 SEE j 9EE i GJtFIINIR PANEL : EIYO PANEL 1/tw .:I SEE t , i 1 - INTER1SiR PANEL ENO PANEL i ) EO '` t EO€ - - } 14'eF1' MACHINE } ;) `5QE04NLE ibi SCHEOItE it •. ,+, ilSN1R N[ADER It - ram^ ' V L-S - R Afi B •r WI G i % 'EEFm1 m " /fir / ....._ 1. t..� __ .... : _ .... ...)... �_. •F r, saNFx)LIE • • Sta DLE ' 8 l tln. CGSE ,t)}�.- to VIOW12 1 D.C. p ,:, aR / `.s----3"�.•.e FOR Ma)i..:,=,-PTXN Mpl. p ANCHOR ,�3' MlSPANCHOR Mml 3 t LOSE bE'r e/11) :. i (SEE GET 2/ ) ! , - 7- _- _.JJ T ) I { : - - _: ....: _, .. . ., i _ OR DR2ECT 7#iUNT �ACNNQY_3• ACING 1 4 _ ..,_...__...1 •-y Mina.... % )�ETNAIL 1 :s WALL IdSt4NGTL6ATIQI'1 PL1CA8 TQ SCHEt?ULE 1'1 x T REIUMffi0... 1 (SEE OEDA S T!+ xMu�.,v+ TSB, a ]z -14 O ... �+.r.l, fr : , k 2/la) . (AL'e.- NA1CATgW SCALE. 3/16' s 4•- SCALE: 3jlfY . t' I MID. a 77Ayi'tI JJ r; i a i primes s)IA E sTOO a Ix NIA o.a ALTERNATIVE I ALTERNATIA 2 PaMIFA. G«ICREtEj ,. ( i / MAXIMUM M A D.. DESIGN PREMISE RAIN s CORRESPONDING _CL I I MMIMUM A.S.D. DESIGN PRESSER HONG Cn a f � AIL} —Sx � PI�I 1�_IwR+ ��r'� /lBlii � <ar MAO/M+E OR CONCRETE k 2I+9 MAXIMUM ANEL LENGTH "L'� SCHEDULE TI IIe Mb. Ni spEEIAAns OWN WALL W i ORR PO MAXIMUM ANCHOR PAC ULE AT f$1 FOR A M -� (N15) � [ .I . ,2 , oA & E�VUItIC�Ii k m1 E1 LIFE - "'+ C' REDiWeEn i F` Y BLF OrnY• m ia'CTIDMS T t emu STrmA PSA+,F' CET: ytN -• - I ; I /4, 2/4, 21/4, 3/4 OR 4/4 ! 1. 2, dk iW/15 1, ? $ 7w/15 evenT, nN c rrT r�l. i i 400AN "4 I M ka+. RVEL SFNODI SEE 5Cf OL" a i --.- rtTFRfA1E LOCATION , , k WMTOu WI D 3 t /2" + Pta�IR2 RAG 1' pl} IAA,Ase aTPAAYMN ° 4N mfEl7 SA t W NO IFS LTY i, ON L1Fi raNT.tY" RAOL L,c 9Hs"..WAL} 79P--..- iPal>3 aRF fAT71AIII aO FAQ i--- FtM LNA. f '�. r ,.I'�sJ :.''.. I (. SAF PANELS WCATIM aF # E NOTF. !,BELOW): _ _ SEPAW47I6N [. E 1.a, RED" PNYEL,S W OR '.,_.....T....._.,.„,.L.: S P '--.4' MAAIMUY Asa. P APPAaCAYt4 m +4lD, -no r-4 23/4 TPeltaTiv TO OLa55, ✓ SAFETY /5)tEL T4rcoN OF HIP -IMP CFLY-IN N6AIA41F. [NINE AI PANEcAW4E PUK ,.__.....__... _._._..,_ Wla'REauIAR TP,+&Rs L (SEE NQ1F 1.. «' •--•-�•..,.,.n„" DEW ro .� M TO .� f COMB # IO E 17 QL`,. • �` '; `"'. ? jIi 'r': ,r'f;fi 31A/,rt' r s,„.'A , "i...LOWj IASf PANEL 1O. >ff I.STAtIEO AS PREBn, A1E iG CNNLRET[ 7A sRETE CONCRETE CONCRETE CNiLY1tK COMIWN4TNW (.1 TE I fO. ;mNCtOTE. ANCHORS „✓,.. ?lY fi . •,".:'�/,�".;'.. ;t.If.,1•. ;% ({��(D , COMCiff'fE. WNCAETE COtCR.7E CONSISTS. - OF'TRM '.. jj (SEE SC,@'OtAE ON -r ._ , DF LRt SFFEtY STORLI PAf4E1 OPENING SMALL RA bm .e.4. &ACC 84DCR ,LOCK 11ACK BFDdt SEE 5♦r£T 16 FOR ANGNiLYS 71PE k SPACINo ITDIN NA GMt.A'RDFi4 INTO WOOD ERNE BUEIIItlO. t 1- Y }4 a: "• / oR ALWAYS T# PNd1IOFD W// !NEAR IUfIOLE MOO" MOHOR ZPALPNOS A$ WNW UAW DISTANCE AM IDrA W ON RAG S01ONAL TON i i I EO fA) FwR® CONCRETE �fi OH !TON B' N/A N/A tJ • ". l (FOP) FA: IRS "RVJP IiP TFD ON 4E NBD{Cf NNCiYM SPALWO RY YULTdhIi/O 6PB]yHQ ' r- " ED # TO fAt:SJniE WSTAtrA R NVtOtDo /A 8" N/A 6' N A 6• N/A I & 2 CaM. REfiIINED f TO BE WSTAiED:OR REMOYEO FROM INSWE - .._t•_. 1 (t OF STRUCTURE 55,0, -7i0 9 7 8• 9 Sr 9' 8 9` 9 r 1- (BOTTOM) 5 -a' LESS s ON 9M014I[ EH THE FOLLOWING FACTGRS, PDA THIS OPMDON TO K Pam- R i �SFE BCIi'dAE :fir - rRINICED 3P ING OBTANW LOW FACTOR STWt NOT W LESS TWIN MN AKAI ``-, i --E,O- -.-... - . WOICATE6 FAIR FADS ANCHOR TYPE At AMGTOfi$ LEr ` a - al i I', Ii{ 1 i RWOOPEQW IRAT O SHEET Ia) ELEVATION +55•Q - ..0: 6- N/A N/A N/A 6• N/A 6 N/A B' N/A t e x LOOP) s•7•-6' _ :GG3 WALL iioUNTINs IPESTilLUT1ON AND f►QnR IA iNG INSTALLATION scale sjs2 -T 9 s 9 a' s 1j2 a' s` : 9° a 1 tBOTrNiM) t/4ti t14 4". _ Ile. TI* r - I wOw ARTS READ ANWWR tYF'€ ,_-...._.. .-..__..._ _..- 1. - SiCT1ON I s " SECTION 2 SCALE: 1 6" - T aR ' I 1 s 6 NIA N✓a € tifA 6' NIA t"' NlA 6" NIa t 2tOP) T4 LaN «YAn TM swe N ?,-awn I?Y j SCAA,t;+ 3l8 1 / -.. 1 a Ma.:. G+P. t/a ATE.Cu w•_... - 1 - +55:0 -72.4, T'-6 10 6'-$" + 'I�4«.. 9" 6' 6' A. F (99}TTOM) Mn.. ARC 3 3. 3 3 �: tt2 � 4 HSkiES 4#F eiFT2ts51S9li P N,pyFi��M INSTe txt aN ' V-11AM4AtlItAKl00.) 6 S 3 3 : 3 .. s{ .� p) 3 ] ] , In 4 ;'I 8 ALTERNATIVE 3ALTERNATIVE 4 N T OR AS AN NTERW PANLIFE SkFM STORM EL �L CAN BPAL EI LOCATION INLOCATED AS AN EN tN1 END E PANELS) PANEL) 1 $ �AAtt Fes... �A, Raw RA (i7ilffmmm "am �•.: 3iN TE :' } . LIFE SAFETY PANELS MAY OR MAY NOT BE !STALLED ADJACENT TO REGU'rW PANELS SEE NONE /) At EW PMYxi ae^ EDi2F 33 �i / n�R A MOM " AT BOTfOf< wI(,, « 3 SI?' . t , u as - - REPINED = w TNRSWFD PL: LTMtgN qt ■ B� Cn $ tERINTE UTCATKIN tI<•+ UIC 31YIEWS a b' OF W/ 1 1/2' (W/ OR WIO REG" TRACKS.) SEE NOTE 1) _ ._ - _- , � : t1i 11+i0. 3IeP tCNO 9R,L� N9INO WI t �4 /� p MNGMW Aso. . I tram a S/r W nw IV OF MG4 tASE A (STUD a rew nmK � it NreW APPLICABLE TG a ItA• _...___._.. _ - .�-_ E:. ' 1 ,/4v-2On- ss. Ms. a s' o.D. a ALTERMINE WON f „E:, CONDITIONS � ANCHOR LOCATIONS Z LIFE SAFEtt STOR PANEL CONS= OF 0.039' GALVANIZED STEEL STORM PANEL AS SECTION S-I3 nESgN T, - - SECTIONS � & WNMUM PANEL _._. T ,m vm - .. I'm '� A]. ,I4'1-20 PµOAKIE rEMM.E b OR PER COMPON PRLCSLRE f '�IN C01MaTNATtO i£MGTN i," (f1) iNLiiN)NNIAFA ..._...._._....__.�,4.. ,..__.. ..-_ _.._._..,._.. __.__ _ PANELAA:TE PFOS be o.C. R! I I/3' Y&t Ur - I. S/ffF7 2 OF DRAWING, 'SCALE 3/3r-l' at• To .:MN OF THEM a 1'* T!( 3I'x - `- Im - .Aa OAST THIS PANEL ITSELF TO BE REMOVED OR INSTALLED FROM THE INSIDE OF 4 STRUCTURE, _ rC1i{ "+:. °.+ (I _ O PENETRATIDR to qNc M 3. tJFE tIAFE3Y P :... REOIRRES TOP TRArCK T0.'BE COMPONENT $� & BGITO4P RAM .TO L411AN1InN� Itity +49.2 -61.6 3^ 3• 4 1 2' 4 T 2' 2 t8a7T0M) 7°-6 OB'. L15.5 NOTE : In SNUnER IRADIS ,Tor sFNOWN FOp rxARIY i /% +52.8 -86.0 3' 3 &" 4' 2 (9LTROM) 7 6' oR, LE* �t1 i ( y ( 4 '$ � A Tit _ W BE t:OOENT ' AS':PER SHEET 2 OF TF{Li T3RAW1N0. yA T(; ' ,+ - +L� CDMPOM Ni 4,$)�iY 8E. IH5TA4LE;D TEEN.). 00 FWDR NK" N1E0 FOLLOWING SOnONS T s •'P''.w�; •;1 ••''� +55�G wi2:a 2 1I2• 2 NjA" +F' I � 1/2".. # (90TTOMj. 7""'s' OR LESS � : ND. 441b� 1 � ALTI`.�.R # q'�. '. �.tl.. SLNE:3/e '''a , V 2 ON THIS SHEET: AS WELL AS DETAILS! &2 ON SHEET 14: ,'4?IvEI`1$F FLORIDA BUILDING t i 2 II2" t 2 I/2' N;/A , MIA 2 (B0TT0A!_7 7'-s" TO a'-0" i•* - , LC DA ILNNG CODE (High Velocity 11M cons Zon6 +55.0 -72.0 FLORIDA BUILDING CODE H h VetoGT NMrr(Gone Zond T ? : FLORIDA BUILDING CODE 10 h VelocityNMrtJcane Zone 4. hr.. LENGTH FOR COMPONENT 6 /1'. -C +55.0 -72,D N/A N A:_ 3' 3- 2 (Barron) 7`-w TO 8•-R' %•..; • 41� oaPaP mxEto. iG : No, Q Alms. ANCHOR SPACING FOR C({POtNEM t�iANCMORWE AT BOTTOM 5 aNEN ON caGaD /R]$Gp, wa. : F.P. l Z - iP. - • t2G2D mteoo, eie. ram. SCHEDULES k 2, sl&Er 14, 20 CN�E GALVANIZED STEEL STORM 'PANEL P V 2O GAGE {{ALYAIRZED STEEL STORY PANEL - j a r a 20 CAGE GALVANIZED STEEL STORM PANEL Z p. COMPONENT MAY BE PERMANENT OR REMOVABLE- : 1C� - DAMN W. _ _. - �y ¢ ., 7.QN(14 �'4` GRIM tn: yam; g'K J_• /]A/1DaC s- � - T` - r •-�-••-- 07JG4/1G2D ,, fNSTALi/3%}NFi ARE ONLY VALID FOR BLALGId65 M4RI AS.A. DFSGN WF➢E UP TO 4'•, +S PT/;Ifa�G 5 SEE DETAILS FOR INSTALLATION utTO WOOD FRAME BUILDINGS ON SHEET 15. s °$'+ A R {I �w yA�.Ip� GLOBAL PROTECTION PRODUCTS, I.I.C. °t � � - C� � GLOBAL PROTECTION PRODUCTS, U C. � +n3 -A2.O an ARr rMNELs ENmTt yP TO e'-s. �9p''.., Ft 541� r �► �P� PROTECTION PRODUCTS, UJC. �m IIV::I~ Q INC. 41mD SIR. b1 SIRg'r iL ,«�' A9on 6,W.. 41 S1ARE1' •.+ ....V.I�y _ - . �_�• iL IE C a lltt_ . C� 6. 4 F AP A'-r +2 ANY oFYB. TL j3)T4 e' ^ '� 6H ,. GOAD ANY LIME; FL Sriu _ 1 FtxN T6tli WOfy3FRANE C�SIRUCMtYk WOOD MgMBFRS TO SOUTHERN �iy CS <MO ST+. !t TZ SEE SHEET CR DETPUL PLNCAME TO THE NECESSITY FOR THE INSlik"'T10N OF {e ' ( As: Tao s wua mIa . 20-17$ {. - NY: Ar a r aA+, a .N yA+w 141pi$i : - . -734l: FAY; ea97 20 17$ PW{ T+6. $ W/ SPECIFIC OENSR'4 OF OSS OR T0111IL ei/7A S1 tiAaA eitawtMv1€.: Ft Suss20-'i76 7 1 1,4 P91Ao15 IN PIIIX/G t6lalaeB 7M5, FA%r (Fba-ESPT .t05F3Re8 (RS!)GEO" NIn Ef-0b. R., atR wgFM 4` 3HMc PttoAE {eG4jgW-01t6. FJ,KI tiM54'�6G-0'74r ter' SPACERS A TRACKS INSTALLED ADJACENT AND BEYOND 70 STUCCO/W= HINDS. AN1111N oP TEA +T '/ vw. , OlNhbn.eam , P. J. mA-,.mi ana. w.. seem... DNwNG sm,. ••a- aN r mA�aA : w rrrir: rn : HEa'ArtG Nn. aaa. , Ina-,bM , E. eooruww we PE SFAL%IRIUTUlAOA1E dh^fAOL7SI r mA €s-v+e. A pL SEAi.7MG1YtNlMIOME NW.TDRAGIW;.'P.E.. aw tY«I CA-DM671e. T6F1T MC3 RE A _ w SWCEI,I of 2A _ rt SNMtT 11 OF 26 P C, S6N:A'SIBTNTt6R}'"/pA1E WKTEI A UtllY 3rn P.D.: , _. F _ WHET 14 Dr 26 "JI IL SHEET NO. SH 1A _"__AJ4CHCRS (SEE SECTIONS ON SHEETS 17, 1& 19 13' MAX. Wil. 414/17. SA/I& Wits. MAX, I I MIN, "WITS. ITA111119 & SAW" I' M&I TAPOON ANCHORS 0 0 0 0 MWNm BLOCK REQUIRED Is, 7' �'O rlic" SID" m —f loo jj T� A T_ '7"j, 1 mol S-L MLL V 4 1 LENGTH I HIEDWILE) (VIC A GLASS kod 71 ­4- wm BOTTOM COANDIS wa KIF a WT A, fw 1*01 0/$?. W/1% 3 MAX� 19 mw/m Dam= 4100011111. 1111W/11 It OW120 t MIN. I* MINJ (SEE SECTIONS ON SHEETS 17, 10, 19 & E.6e OEDON #2 FOR LIEE SAFETY ST-QRM MAIL CD ELEVATION SCALE '10 vp SECTION A —A SmE 3/ta--i- MAXIMUM AS D�E max� PANEL LENGTH DESIGN PRESS6 L (ft.) MINIMUM SEPARATION PANEL RATING (p.s.f) (SEE SECTIONS) TO GLASS CONOrTfON +55�0, -72.0 2 3/4' UNBOLTED INSIAWMAI19H DETAILS. EQR QP—TLQN #2 EOR LIEE SAFETY MO- PANEL MTEM IMM EXISTING POUREQ ONCRM OR CONCRETE BLOCK SIRLJCTURES _41, IZAV.11AMON ANCHORS TAPCON ANCHOft t 144 Twom ANCHORS 0. C. __v 9 04 ILL mim =RM5 I C%ATIC� XCK REQUIRED 1/4' OLM REQUIRED 1/4' ;gLiavmmm' BLOCK REQUIRED _M- :ion t . ED A -wt 1, 342 ' WING WT R 6 12 1/r QC� 04CHORS, � m) a Ifff SWEY I & 20 FM ANCHORS TYK A NORM TIM TOM" SVMNO IN MTALLATOM WID WOXI AMoM AMACM B14 FRAME BUILLIM. MINUALM AMOHOR SPACk" Mo MINIMUM MGE DWANDE ARE 40pum ON imm soma no EA USS T" M070 ON "to" 3 SCHMULE INDUCE "TIPLY114 VACIML SH&WR ON SCIFIX&E low m am I an BY THE FOLLOWN(I FAMW FOR I" OPMVW M K POSSIMILE. REDUUM PAM OBINNED VILM FACTOR SHALL ACT at LOIS TIM MoMMUM PAC14 "01" I" EACH ANCHN't TYPE am THIS woku Li � . . . . . . . . . . . . L_4 _1,4 211,�141 N.S ' ZY NUT 4 If '/' OF ig. mc. �LD M.& wl NUT WASHER INSTALLATION WAILS EQR OPTION AZ FOR UFE SAEM SIQRM EANEL SYSIEM INTO EXISTING PQURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1APCON ANCHORS W it. O'C. ;TAPWN ANCHORS POURED CONv_m_m PC 09 CONCRETE BLOCK OR BLOCK i REOULRED REQUIRED i 4 1/4 Ff iva+ --N EXISTING E cm q4_ 4 XX - f -0) Lo. PA? it FLU PAXELMATE'r 1"l, 32 NUT "'r "a "S 5, 4�/ 0 REIF at= REQUIRED REQUIRED WILL MOUE [NO INSULLAT19H WALL MQMNG I =10h a UN*&KL 3 a, I' SCALE Atimall sm SHM It' A 20FOR ANCIRM Tn -M-aw L'A '�' - V, V1040 FOR 0STALIAmm Lm wow nhw BINDING. Ik. mom smAomm It) 3 a I z4t mm .44167 1 _mw*m*w FLORIDA BUILDING CODE (High Velocity Hur cane Zone) som" FOR rA Late THAN fdamm L44 -w ! towngilm m SMakU REDUOL ANCHOR SPACING BY 20 GAGE GALVANIZED STEEL STORM PANEL "Ifft"'O SPACIRC SHININ ON Spem" ASIA CA "a amm STATE 'k- BY THE FOLLOWING FAt;Qft, " IN. Om!�) Opmqft SIAMAI OVAM UILM VACTOR SWU W .... GLOBAL PROTECTM PRMCTS. LLC. BE LAW THAN mm", j=MKIATED 11LIEC0,111C. FDA 'ACH "AM" ------- ' iV4 "Air T-K SCI&PAE mt, 0.7t_Z — 20-176 P"00r, Y (w sm-ml 04 ft, (D C_ W -0 _CU > 0 0 0 a CIO ­0 Im — W p Co -co 0 -2 a) co 0 0 0 co > Cn E 2 -0 Cn INEALIAMN DMILS EQR 9?119N #2 EQR UEE _5AFETY_ STORM PANEL SYM INffAU.Aj19N DETAILS FOR OeI10 J2 IFOR LIFE SAFM STORM PANEL JY_�TEM GENJERK MM- VAUD F_-Z HM MRILEND-MMU INTO EXISM WOD SIRUCTURES 199 EXISTING WOD $IRV919M I E-2 HANG STORM PANEL SHO" ON THSIPRODUCT EVALUATION DOCUMENT jf`,�&) HAS BEEN VERIFIED MR COMPLIANCE IN ELI) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PAINELMAItE FEMALE %I & amaxATE PLUS INTO CONCRETE C= I ACCOR­ NO 13LOCK SHALL BE 1 V"' —DA OMN "NO LOAD$ St IDUSME AS PER SMILGILL 1620OF THE ABOVE MENTONtO War, 8.2) MTNMUV EMBEDMENT OF /410 X 7/e CNUK-IN ANCHORS SHALL BE IS 7/a' WTO CONCREM A MINED ENT 040 ANY FINISH MATERIAL SHALL BE P YFTED� FOR A SAIILL NOT EXCEED FOR A =.S.P1 I THE U 11EMV NO EMSEOM mm RID -T2 THESE STILL U) Ile 0-20 S$ SIDEWALK ROLM USED SHALL BE LONG tNOUGH(SHOULD ANY FINISH Mk— EXIST) TO HEADOR I TAPCON 0 fi* olc� DESIGN PRESSURE R410M INDICATED ON SHMS 26. En"m 3/e INTO Am"". '4-0 0 s- D.C. W "MIN. TARE06DED LAI ORDER TO VERITY THE ABOVE CONDITION, WIND LOADS DETERMINED PER ASCE 7 If 1/410 TAPCON 0 d* 04 D.C, 11 . i 1 4*0 O'C' >' LAI THREADED P" :5 = AT WOOD pbvfvll AT wow SHALL BE FIRST REDUCED TO A.U� DESIGN UL'ITFLYR4 THEM By 0,6 N GROFIR To 8,3) IN CM IfW PRECAST STONE, OR PRECAST CONCRETE PAWLS BE FOUND ON THE V TING WAU_ '4 I % ITS �=ATIDN AT WOOD HEAD" WAVER TO COMPARE THESE R/ IW. (A.SO) OCSLGMF`1,1%SSURE RATINGS INDIMED ON SHEETS 25 & 26- ANCHORS SHALL RE LONG ENOUGH TO REACH THE MAN STRUCTURE SEHINILD .1004 PANELS. ANCA00CE N AT WON HICIM E_ HIA= SHIM.L BE AS MENTIONED IN GA) AND IN 9.2), m Cn '2- 1/4* IN AI.LOWARE S?Rry IN ORDER TO VEAL THAT COMPONENTS AND ANCHORS ON THIS P,FD� AS TESTED WERE W OVER STWSSM� A INCREASE 2' 0/4' OVORWILED IN xv P, ESS FOR WIND U00S WAS JIM USED TIN NEW ANALYSIS. FASTENERS SPACING TO WCOU HAS KEN 'm >< 1. n-1 1/4, t/4' ACCOROLANCE WITH NMS. 2015� (C) AN FICA 1= &�L_ % gONS TIONS OF THE ANCHOR'S o- BE INSTALLED FOLLOWING ALL OF THE RECOMMENCLAMONS AND SPECI f 1-3, F I WA REQUIRED 'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE AAS BEEN VEROW IN ACCORDANCE WITH SECTION )626 OF WOOD HEAM_ WOOD HEADER STORM PANEL REQUIRED THE ABOVE MENTIONED CODE AS PER FERESWTION TESTING LABMTORY. INC. REPORT 1 2032, AS PROTOCOLS TAS-201, 11 FT SHALL K THE RESPONSIBILITY OF THE COWMMOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER CU Mt, (2 TAS-202 AND TAS-203 IS TO BE ATTACHED, TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATw-IEO TO CONCRETE. OLD" C"I CON7. If cu I CONI. Z THIS SYMM HAS SEEN DESIGNED TO BE FAWALLE0 ON THE OUTSIDE Or THE OPENING ACCESSING It OPENING FROM THE OR WOOD FRAME BUILDINGS, INSIDE W/O THE USE OF A LADOER OR UFT, THIS APPLICATION IS VAUD WHEN INVACIAMN IS INTENDED to BE PERFORMED 12. THE P&TALI-ATION CC40RV-M IS TO SEAL/CAULK AM SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS T E FROM THE INSIDE OF STRUCTURE, CONTACT WITH THE RUUNNO TO PREVENT WINCU'RAIN INTRUSION CMAX ANO SM SHUTTER TRACKS ALL AROMO FULL EXISVIA; Wk. 20"aft LENGTH, C* to ZIA$$ 3. SERIES 1000 INSTALLATION IS APPLICAaLr TO SINGLE MO DOUBLE RUNG STYLE WINDOWS WHEN INST T I& REQUIRE ro BE am 900mv AUA ION D W 04 SHW Lei LENGTH U-M It* ism impm ism KILLFORMED FROM THE INSIDE Or STRUCTURE, I I STORM, PANEL INSTALLATION SHALL COMPLY WITH SPECS INDECATED IN THIS DRAW= PLUS A10 OUILDINC AND IONINA; go. ON "m M­ �: emunt) REGULATIONS PROVIDED BY THE JURISMION WHERE PERMIT IS APPLIED TO, 1 BELOW) PANEL LE H GLASS 03 4. SERIES 2000 INSTALLATION IS APPUCLIBLE 10 SPIGLE AND DOUBLE HUNG AND HORROWAL $LCM STYLE WINOM WHEN INSTALLATION IS RMAEO TO HE PERFORMED FROM THE INSIDE OF STRLCTURE, 14 ATRIUM WINDOWS AND DOM, IILTC� K - Z HANG STORM PANEL SYSIIEM� IS BMW PDA", PAWIL PANEL LENGTH CLASS ISEE WE I BELOW) t/4.4_2aw < ism Non I BELOW) (SEE NOTE I 90-M 1/4-0-2D.1- I I ------ 6. ALL ALUMINUM EXTRUSIONS TO BE 00153-TS ALLOY A1,0 TEMPER, (UNLESS OTHERWISE NOTED) is. (q) nos PRODUCT tVALLATION DOCUMENT (P,E.D,) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PlItOVIDE E PONSIBLE FOR THE S010710N. PURCHASE AND INSTALLATION !INCLUDING LIFE S*TrV OF to SS. M& W/ INFORMATION FOR A SITE SPECIFIC PROJECT; Le. INTIERE THE SITE CONDITIONS TE P, 0. Om raw THE C WW40 NUT -"14 AULD (b) CONTRACTOR TO BE R J 0. ALL ALUMINUM SHEET METAL USED At CLOSURES SHALL "AVE 3tG5 Y, ALL STEEL SHEET METAL PANELS SHALL -AA STRUCTURAL CKLAIM S�� AGIN A-fifilf GRADEE 50 #Ah,, 4AILViANIZED STIEEL THIS PRODUCT $ASEC ON THIS P1,0� PROV(DED HE/SHE DOES Nor OEVATE FROM THE CONDMONS DETAILED ON ip- CON tj �A TAP, ------- ---- OMMNAMN W/Fy- S1�5 Lisi (AT" ROL=j, THIS DOCUMENT CONSTRUCAON SAFETY AT SITE IS TW C"AMWS RESPONSIBILITY i PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVAUD, W MODIFIED. -7 'L - 50010 Wf So LAI )PELD 1WENOTL4 AND 90 Inif TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA OUALONIG CODE SECTION 2411.3.3,4 (d) SITE SPECIFIC PROJECTS &VILL OE PREPARED By A FLORIDA REIGISTERM ENGINEER OR ARCHITECT WHICH WILL _0 4. BOLTS TO HE ASTM A-307 GALVANIZED STM, OR AISI "4 SERIES VAINUESS STEEL WITH 39 40, MINIMUM YIELD ST BECOME THE 04WOR OF RECORD (E�O.R) FOR THE PROJECT AND WHO WILL BE AIMPO ME FOR THE I B. ALL SCREWS, TO HE STUMOESS STEEL _304 OR 116 A& SERIES , OR CORROSION RESISTANT COATIED CARBON MEL AS M ON (t) THI REN'm N PROPER USE OF 114E PS-0. ENGINEER OF RECORD, ACTING AS A DELEGATED, ENGINEER TO ME P110. ENGINEER, Swa -0) ANCHORS 10 W41. SHALL BE AS FGLIOWS� SUffiff TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW 7 t (A) TO Exim emm"QK=' DATE AND ORDIM SEAL AND SIOMTURE OF 14 PROFESSIONAL ENGINEER Or E =Ell 1/**# TAPCON ANCHORS AS MANUFACTURED BY ITW, BUILDEX. INC, (Mik 1`�3192 PiI) ­7 _711 1/4- 6 X 7/8' CAIX-IN ANCHORS, AS MANUFACTURED By DEWALT INC- (MIN. f'-.1000 1/4-0-??!y4l�S' ks. W/ Cm. r f, __ - 114-10 PAWLMATE FEMALE 10 PAWLIAATE ANCHORS. AS MANUFACTURED BY ELCO PRODUCTS. le. STORM PANEL MANUFACTURERS LABEL SJAAfU_ BE LOCATED ON A, READILY YISIME LOCATION AT STORM PANEL IN _71rft313r Wtic No -7/ir-3/32 NUT ACCORDANCE WITH SECTION 1702.9�3 OF FLORIDA INALDING CODE, ONE 6VEL SHALL BE PLACED FOR EVERY OPENING. 3/32* wm it Q'0-31150 P.J') LABELING TO COUP& WITH SECTION 17MS.2 OF THE FLORIDA SUILJOING COM WASHER 0 12 1/2' D.C. WASHER (11111WIT) T- J NUT WASHER (BEYOND) it. 4'0 Tt�� 0 Ir MC. i* THREADEC AT) MINIMUM EMBEDMENT OF TAPcON ANCHORS INTO pouREG CONCRETE SHAILL BE 1 �3/47 AND 27 FOR PANUMATE r WING NUT �7/8'0 3/32* YANG NUT WASHER 0 (BEYOND) FEOALE ID PANELVATC PLUS. 11C. LID) (STAOMM W/ stm) MIDANIBIR WASHER 0 6 t/4- D.C- REQUIF tEADM R/' v, Met or PLATE DWOTH MOTION P -0 7/8' CALX-IN ANCHORS SHALL BE 15 71r INTO CC NO EMBE INTO OF PLATE WOOD PLATE KATE A2) MINIMUM EMBEDMENT OF 1/4 Ncpm moo J14-10 PANELMATE F14 014-10 PANELM4 ANY FINISH NATENTA6L SmAu BE PERMITTED- D.C, Wt i/a 0 1 TS USED SHALL BE LONG ENOUGH(SHOULD ANY nNSY1 VATERIAL 00STI TO m"GE --- — ---- j9GINDO PLATE WALL 1/4 14+: JI-20 SS SIDEWALK eOL FI , 7 "u"00- SN"M VA. THREADED ETRXILON " � � " t % tl w", WALL MQUI WA AL KAIJ J *!7 WDW*TH Of PLATE At MIOMDTH or tE ANCHORS. W�w INVA LL MO tw WALL MOUNTIMO . W" UARON DONE 3/r-1. &3) iN WE THAT PRECAST STORE, PKICAST CONCRETE FAWLS, OR PAVERS BE MOND ON 14 EXISTINO WALL OR N 4� �' �.% ! $� ]LATION WALL MON"NG 1 FLOOR. AM"M SHALL BE LONG ENOUOH'10 REACH THE MAIN STRUCTURE 90IND SLM" FAWLS� AN ORA SHALL FINE, a EL SCALE 3/8'-t' CH BE 4 -"�A0Q,"- SCALE 313-- 1 VA. 00 BE AS MERMILb IN AI) A140 IN A2)� arw"w 4<,0 TIQ & UFE No. 44167 WAG" PANFJ SAEM NOTES, SCALE 3/A*.T' SCALE Ile-1 I � INSTALLAIXINS ME OWY VAUD FOR WUNNCS WH &S,O. DESIGN LOADS FLORIDA BUILDING CODE (Nigh Velocity Murrtgarto Zone) FLORIDA BUILDING CODE LmIgh Velocity flu cone zoos) 1/4' 0 TAKON ANCHORS AS MALNUFACTURED BY 1,7* RVILDEX. INC. a "IDA WILDING CODE (@9h Velocity Mur carte 2onim) UP To �SSS. -72 0 PSF AM PMWS LENGTH LIP 10 W-11. orm wom MR, IT/4' It X 7/8' C&X-IN AKtioks, AS MAVUFAMRED BY DEWALT INC. (f'm-1500 MT= oc e= 1100M. or_ him- f 44167 1 1 Fp. TIP, 20 GAGE GALVANIZED MEL STORM PANEL iNSTAUJITIONS ARE ONLY VALAD MR OUILDIN" WITH ASD. DES" WAITS 20 GAGE GALVANIZED STIEEL STORM PANEL PRAMN In. 014-10 PAWLMATE FE&I" TO ANG PANELVATE PLUS ANCHOR% AS MANUFACTURED BY CLOG CONSM)CTION 20 GAGE GALVANIZED STEEL STORM PANEL 2. I'm NEW *000 fp W-MMM TO BE SOUTHERN — PRODUM (f...2071 P.S.L) LAME CONSTRUCTION, OR COUAL. UP TO +$5�5. -72.0 PSF AND PANELS LMTH Up 70 W--r GLOBAL PROT 0/20" or/*12M ECT10N PROMICM LLC GLOBAL PROMMM PRODUCTS. LLC. TE JIM IL FOR NEW WOOD FRAME CONSTRU07ift WOOD MEMBERS TO BE SOUTHERN 11L1F.00##1HC.\ mt. 11LIECOm- FINE NO. 4 W/ SPECIFIC DENSITY OF 0 PRODUCM MC. IL ECOsvic. GLOBAL PRO ETNI SIRSIT 1 15 S.W. 51' SIRSET Am &*1 51 MRM OR AA: LAINI DWIL M 333. gaTj IwAE. A, =14 FINE No, 2, Wt SPECIFIC DENSITY Or 0.55 OR EQUAL &W- FL 33314 w mlaw (W)US 20-176 (04)mo-M ra (454)BU-IM 20 -am 20-176 DIMINO W, WAWC �Qowlv PS_ WAAwwwx/om ft It 60 0 L WA/901OU I�WE "LI'm A, "LLIF PE LF 3-91 1 L Men 20 of 26 MUM A. OF go At t...&C z z w mi CQMPONENIS EQR SERIES 2000 & JQQQ E=Z.HAt1Q STORM PANEU (SCALE 1/2-1-) _15.T95- (TOTAL, (EFFECTIVE W1VM­------------------- _1_� 5150-01 X 2E ------------ DOwwr VMN� *-W so MINLAUM 48Z a-M) CAW. (j) STORM PAUL ItIEVERSED "h" M= I!tA�s W/ HEMMED CDOE L S ISOMETRIC MEW QUAL A ROUNDED CORNER 0 ENDS OF PANWS END UP W/ HEMMED EDGE- (N,T.S) L-2,OW- 1 1 W61-TS Akm, ALLOY 75V crye.) N 44167 L S,!$ I FATE OF "m MT= MC. 3*XAMW.) &W, ANGLE (1) SME ME WO 11" LONG Wc�-TS Alam. ALLOY P. PZ si"witum e (D =Rua_w_x= 2.0 0- /24 ma" I raw I./2't jp� 4' 2 01 am W/o 0. 0 -0 (5m Mm a ma" r go., 2'/24 It- V/24 (SEE Mom 3 sicam) VIACHI! _7 11 W. OKKIRM A"DICAM or —TaN 5010)QUE, an 3mm 26) M, AT 2 SA-5 0 00 OF QD I r _L_J -T ronmite "mmi wmw pmw PA? SEE NMI z 1 W." tm N= 2 7 I H- 411, vw7t j-F LW 40 i v 40 i I I I W, I I J'"i cw ism MOM 4 'No I jp� i —ftm., SIX sacnow ON 31413:� FM%S M BE L'w PANEL (D To BE w5tww AT EACH ALINM RW C SHALL ALWAYS BE REAR HANDLE To rAwrlak" IXPICAL EUMMN E!QR 2 F=%&"E TO ICAL JELMICIN ERIM 1 m IF INTENDED to BE INSIAILILID FROM E-2 HmG RM PANEL IF INTENDED TO BE NMA= FROM INSIDE OF STRUCTURE E-Z HANG STORM EAN M TIM OF STRUCTURE- M=M SOME 3/ar . I - '/A. v- aq� I/."M. MAP 3/4' H­ w--j- r AM 7 SZ7 K777 7 7 7*S 7, 7 N 7 7"� 7 7 (9T (1)� NITION OF SERIES 100; E - Z HANG STORM PANEL SYSTEM ODMSMO Of PANEL # 7MCKS AT TOP & PANELMAIE PLUS OR IS- LONG P" BOTTOM W/ F%WLMNTES� E - 2 "" STORM emm. SYSTEM CONSISTING OF PAM Cam� TRACM 700 AL BOTTOM (2). END PANELS $KAU ALWAYS BE CONKIMEOTO SILL WALL BY MEANS Of Wzo WA BE CONNECTED 10 9Oq0* TWA OTHEIDWSE A STOP BAIR PNNG =Tq OR INI Is- w4 TRACK AT WTMMI END PAWLS YS ACT BE AT 'TOP OF SUCH PANELS, 2' m WING NL I Ann, AS Qd (3), CONSIST OF OCS09 'g/ ������TSPALL MK THUMBSCREW (3). FOR CASES WHEN END PAWLS AT EITHER OF TWO It END PANELS ARE 0 &m. Rivym. T STOP 818C EXTERIOR FLAT FIANOES Of END PAWI_ C011 BAR PROVIDED Alr TOP OF P MT (4), IN CASE THAT END PANELS ARE NOIT'CONWC= 10 %Tg&=(% A STOP BAR (4), FOR INSTALLATIONS WHEN E140 PANELS ANG SOME INTERIOR PANELS ARE DIRECTLY IS ONLY USED AT TOP) %7 LEW TWO PANELS SHALL BOTTOM TRACK MOUNTED TO DMNG St WALL XMS OF FAIWILMATES. ONE INTERIOR PANEL USING SPECS INDICATED ON 9M %AM IN SUCH CASE CONNECTION OF PANELS MAY BE USED AT SOYM ATTACHING BOTTOM TRACK TO WALL TO BOTTOM IPA" MAY OCCUR AT LOCATION * TWO PANh:w1%= No SHOWN ON R&ATION AND w 2' �S� SEE SECTION 1'. Y 4' ON SHEET 241 SEE ANCHOR SCHEDULE ON SHEET 25, 14, EDGE DISTANCE. USED FOR THIS C P= Nat WED TO BE CONNECTED ID ANY 'A NSTALLED THAT ADIACENT PANELS .DD%� 95L I LEFT & RIGHT WE OF XIOR PAWL) RAVE TSM OVERLAPS RETAINED BY %. FLORIDA BUILDING CODE (Mlh Vel!!12 Hu cane Zone)., 10sta. W_ rp. No, 4 167 2D UGE GALVANIZED STEEL STORM PANEL \ GLOBAL PROTECTION PROM=, LM IUM., 20-176 M=A INSTALLATION DE DR SERIES 2 E=:Z HANQ STORM NEL (1) INTO PQURED CONCRETE OR MHrRM J= F6, COMM Amomims 4 4 _V1 mem 4 -V 4 A"" 'T 5 sm vOmmu No" �_w - 4 ON swu rZ I , N 24W4' L w Mum to 01AILIC a. WWI. PARY '77777 _x t rswmw 30, owwmm Nmm w HEO' 0) *.r ow 3.) (mt a**-* 102- F WAU-,At&. 0111m 11109WING EM ow al L o non wMF SECT1109ACA seva 3/8-1- 'At 0' RAN AT AS %tv"Ifniffil" t1k A. CA'. 4 Let -am ........... r. 1p: 1. , \,NOE NO, 44 0 CAN BE .167 1 LORIDA BUILDING CODE (NNh Velocity Hur one Zone)[ or_ STORM PANEL STATE OF 20 GAGE GALVANIZED STEEL LL 0-'- A w DETAIL I Our %-01v GLOBAL PROTECTION Pmum, LLC. SCALE Ilr . I' V" uw Ial 0 Inc AM 8X SI SAM n4k r&, "Imm-am out" sw 50W a or U =3 CIO 0 C13 m LIJ z _j CL SHEET NO. SH 1.2 MIU�4f.lilil�W2%-Atmt�l*-il,l�m�:i*�i-lil-,I Z111wr-IrKA . 1. !Zlq ;i"".1.1m 111111111�1-i; i A.1 R, � i I i *' r4i " I I I ill vr.,rrp1m__ - miiiieww­=�akwmmi�az _­� - �-tgTfo ' - P __ )NAW SEPARATION I - -_ P.A - -1--'-.'�-'.�j ! , I (am= Yo MASS w - .414so, -75.1 70. CA VIM i 2 vie I SGUITED . "'i�I%I-*' -1 I A* -.6a. -Ma 1 TV- OR UM 1 21/8- I BOLTED . I - I- womw; =-'I'-� - -I-- AL - - - - - -- - q - 11TY41711111111T.". 1*11�,i�E�;i*--i-ill�441:T.1-11-1�WIT'"W,I,F.jFt-,-Il�*14-1,;Z-l�1-11',[,R-!,T�K411ill,w,l,lqi:�.;:m 11 *I;I3LjIjm:wx$j;wT'! I 6 J.144111twi , il.wol�lk-lot�it-al�#".",.Ol�;44tm lg.i*i�""H�i:41*-,Ijr�,",�Wit:lj,liitfi�� 11111"&w, o,i.w.';'Rm -�_' � 4!j�mw.wq��F.-:� 1� z = . mmum, I - SID. MAAMUM ANCHORS SPACING FOR E, Q. . 3 Ilr � . APPLICABLE TO AWVFTWK MAXIMUM VVID. Lamm v 0") PRESSURE 1ATING AA:w' [E TAPOONS; CNIA-is. ?*Aw*R nmo= IV PANINAAKTIE PLUS TO 001401m "L--- N.OMK 70 o"PERET' CONCROTE an To colowit M"' TO comoam TO VVW"EBj'._. VLOU i2* NIA 12' IIA Iz, - N/ A - ' L I N/A I, A 21 (TOP) I it' "* lar 1. - 1� 71N/A T7 4- 4 r i 4' OM) SID 20M + '4% 12' r '2, - v e S' 1. a, S" +SiLO. -IS-1 "/A N/A NIA N.IA , N/A j 12 1/2- it* I 2. (WITCU) 70' Oft LESS 7' 1 N/A 6 1/2- N/A 4 1/2' " N/A44 1/2* N/A " (TOP) ___L2: _ N/A 12- NIA _ . T'r If a I/2' NIAL x (BOTTOM) . Ir IN/A 12' �Nfk NIA $2, - - N/A 1 4' (TOP) - Ir 9 1/2- 12- . ill 1 12 . - _ - - " __ -1 I . I A- (BOTTOM) I * Will= 10 MO W� AILD, OESO PRESBATE RATING JISM SWEET 25 FDA ANCHORS TYPE & SPACNG POR INSTALLATIONS IMO WOOD FRAM IKALVAQ� MIWUM MOM SFACINGS " INSWUM EOX OWANCE ARE INDICATED ON THIS S011DIULE. MR JEC. LESS I" MCATED OR SCHEDULE REDUM ANCHOR SAWING ill "Ifty" Sw " =`U`ZIj"'= FDA " INC OPERATION To W01C."M Sk ODINC 5NA" NOT or UmTK44 10411" SAID" 10"Tw MR EACH A`K*m TYPE AT ANCHORSAMENA. ANOMM 1/4', I �!!t_ Ile. ToPow ___L/4��__ FDuvw"s 0 _j/ 'd, arm" SAW" (I,) 4 a ' ' - . '/2 - mwrmm - .F_ :;;1�1�43 - =1 "MIA) 3 12 _4 A'AUL rA mvxc "am I vr m - __ 3 I'T - - AS I a I it/ K I - J I- I - -, I IN I . + REQUIRES 11- DISTANCE SETWEIN BOTTOM OF PANEL AM 0 TO BE Iff vz ++ Rvaum mas, owAmm wnvm4 BOTTOM OF PANEL AM 0 TO K' a/Ur kx_' am - I OMPONENM FOR -REGULAR, LIFE SAMY & E-Z HANG STORM EANEL SYSIEMS (SCALt 1/2-1.) E ______­--­ ­ -.-----'-I ­15�IW tMAL WO"--- - -­­-------­___7 -- 2�1w­ _; -­ I � ---"-,-- U.500' (EFFECTME WWH)------ ----- -­ C i .IF- . 0, I I— .2w ; , .toy z _"ea' � ", ff�-2./e - 7W-L ' i - -YET = :"/.- i 1 i -L'.3w,- .3w , �r I 1 , w , I- ' 12 I " 4 __ ____ ___.. 4 �'L_ , 1/4- (TYp,)____'_ ___�' ,'I,. 7 -1,I�v- - 1350,-, 2 'I ' � 1.2w �- i I I I � I .�w i � 4 1 I i I - � i �___ . I _-I 6 - N_ I o,Ozc WIN. IN" 6- -h - 1� �_� xx�5' ; __ I � . � � �37 �Iw ��_- 1! pRoauvro.c. 1 TOO" j .f - .086"". .� tMAY RE REVIERSED) * wt_�'� ' " i" I 1 � A!.- ",a rla"_� '4 i I, _._. - _j , : . IS. -Owl I 1. -1 T ' '� 1,671' L_ ' �r � 11 . ---I, h"" I IHEWED i EDGE O&VANIZED STEEL IyP. I ; I � ____ i :.Ow- . -- . . - I I �_" - SEE 11-41. I pty , "i L 'A , ! �_-Dvmt A r-fits 6xv, ' 4w 140 .2w I � 1 vis- I I y L_­ --i ii , -i- -1 - . '_. __ , .i, - 'a�' I= ___J Ne"I -Im.) ITYPLI a) MRM PANEL r : --------- ------------ - L_A.__,_ - ETA& . 325. , 1 1,350" - _3w__ I PANELS SHAII BE INSPALLED ALWAYS A - 2.Ow_I I ---a_w-- FROM DEFT To W44T W1 1/9- LED AT END AT MY am OF PANEL (�) *Hp Hum (�) X-RACK (�) Am= WEN Saw 1 '�'-Im' >--- F"09%_1 qllol� �� 'I". 'r, TOP MOE 1, I It '� - PANEL - (mm.) 11 0,024 STEEL �� W/ NEUTWID From - - ��* _- � " '_-'_�� -.5- '_­"xr ej I I - 1_1'��' - "I - - . .1 Er L �3 27 I _j J�: � � I 1407' SS251 ,37a' $ i - - LPAREL ­ 11 I _�' .9' " i ,!�!�� , � - _. � i '�# � Is- , -- T Si 11 O.TI 0,2W** I ---I - � � � �- --2-SSV`­.._ � �_,,� HEIAMEk, � �' I � , _""' ­­11 I 1 IL 212W - i , I / MWENIC; MW OZ& A f__ . I . i- L_ ­�r__ . __ ------'- " � �i­ 0027W � -Y'llk- 1� j I � KARL, i 1 jpant-�7­ -�_� � -t-5) OR @0 �" "�' - ROUNUED CORNER 0 ENDS OF PAHEVS i ': ENO UP W/ HEMMED EDCF- ,.Aw - 11.11 I f�' � I______N__'sLm1. ,- - An' � 3.7w P72' 1 7 2.370' __ r (ALT's) IL5 � � DIT I-1-1 �.%' "I. � 1 I � ' � � . "-) _�][.+ . (�) w -HISA, ALLsw ALLOY X51 " � r ' t TYPI BOTTOM * _.____'v= OF ANNEL (�) KEY [IOU AT PANU -,150* , ­_1 I : ; -I- -­ � - � I __ 1 2,1 I 24' -!."w - � A 4--- .SEE SHEET 6 FOR ADDIAGNALL Isis" umstAnow IF SUELw tow- IS I f'. 1 � I i I� - -'-'--_--"­­l . .111, : I i _' ' (�) SLEM 2 1 ZB " F" � 1,26. ,� _75* I . i ­­ ; _'I MAX, LOM T L-I..Dw--,--- 24W I .125, � 01".3 - r i j L_ ONLY WILO FOR IMITALLAPONS #40 ' ; WOOD STIRICAIRM .'Iw� L I � 17W L � _T93- - --2548­-- I � � -1 1-118 . - '.01'- Tw 21ow (TY".)t - I ' � !'w . � � (2) N.Y._nf__HU= " @) :0 HEADER 0- � __j L__11. MIN, --t-i To S- m.*.----,-; i i " , '' , p mo* (Tfp�r - � � T11--j ORSLEEVE 1* MAX, - -- 2,001)`­� � �Mi @ ANGLE (9 000r �K @ PANEL H"M .1"'Ir I I-- . 11 -- ­16� i ff I i I - f i----- 1. 61- ­­_ IODD­-�-' I- , T":jOO* � I , . ....... "; - C' _' .Gaz' _; �"' ,1`­ _I75- . . -li- . : w 70' - - MINE " 1 - -, _____ . ; i I T_ I 1 N't"'HINIA,%, '�' 'L" ' ,I'- , g�;-�114'3\ * "' . " ` 4p, 1 .'.4 ".NZEN$ . - e ..- A .' . J_ -.1 ' = : NO� 44167 I (USE ONLY - SVSTW) % � A FICIRI FOR E-Z HMO STORM PAWL 6W_TS AURAL ALLOY BUILDING CODE (Non High Velocity Hftu a Zone) . � j LL .I- I I 25" m. - III 2� 1 � I r I. -1 - ' 45� mitz 0 " ' i4'14. L-7-1-9-", j'!1-__; . - t 1. � IS omm AMA UK, F.- M " - 24 %GE %LVANIUD SML STORM PAWL Is"A' " I, -,I low I",,;"-" , - mp.) i = I _�' 17SEE I�L aSC' 1. STATE OF : .. . - . I-- 11 _rj-jeed-,-_- 'L I _-'-_2.GVG`­ i-L SECTIONS ___ MIN. , Olo_..0�1 , N 11 C_ IL , GLOW PROTECTION PRODUCTS, LLC. 0,'"I'M LAM @wjuL__m oiroo - - Zoe (R BUILD=M NE_* IWK @ & (PO WMHEREQ MONUT IF , tA%w .1 ­_ "LU"' = 4 11ft -_ I, =I. wr a - i pom SH-l000. - I 04 ost"", -A"*- __ at STIW - 333, M4 ...25 tw)mm-wp 20-175 - bou"two �' IRAM-Amu I (ZANJAC 3 ALL" I I Ak SaAAmmumEosm I "' - - m��YTIHA­_ , I t Im, m.-I . !-[E� . - 11-1- ___._ __ __ - - INSTALLATIO N QUALS FOR REGULAR PA INTQ POURED CONCRETE QR CONCREIE MCK MUCIURES ALTERNATE CONCRETE CONCRETE ANCHORS (SEE " _=0 AN04M LOCAVOIN _TSEE SCHEDULE ON DUSTING POURED COPIDWR - SHEETS 9 THROUGH 10) _ 0"SANG POURED CONCTIM'­', L, OR CONCRETE BLOCK I 1. OR CONCRETE BLOCK 1. ; REOUIRM. REOUM� �1 ­, ... %:W��- I . RNATE UM PON CONCRETE ANCHM (SEE SCHEDULE " - C2 I - IF 4-a -- --- "', SHEETS 9 THROU(sk � - . j 114- 1 _-I_� , - _'4____;9%'= V 1 4/4--ocki: %-a w4m, �. 1/4' " W/ wo j !!W'rl---'l I(' � ­.'�"­_ # 19 1/2 - q I ------------I T ; I (i)_j i IT SHEETS a THROUGH I 10) I_ . ­11 __._"_.'_'___ - I . �'.' I __'__ I E�D. i j t - I I i 0 111579 ; � - _* , . - . _v Moss, i '... . � I I ::: ; GTH I SCHEDULE C.w - 11 _CD @_ I AME, � 014 S14EET 3 I 1. i I. - � I�WIO­21kl- � : -10 � MITI. SEPARATION 'Ll MRSW � -01 L �­-,_-_ A, L��, - - U �i I I 1 .1'.0 "�. ;= . ! ..71-97 ( I TO MASS I EtZ ON - I 'a W'0 To IS � ( I am SHEETS I ME Si&au -. a At to WR I f ON SHEET 3) 1 -A., SPACER (& 4 - -_ - _­ � - I %, Va. I � EA '11-1 I , ,��v 'L' ­�_ � I IL"", I— ­.' ­,� I'll 11 . , ­,w-'� ­1 - ." 0, M=710. I L PAWL LIN" IT I (ME SCHEDULE I ON SWIE, 3) 1 t."Is"I" , _ 1___1 - 09 AS, wu "I, �­_- --L--! �l Lem am ?,.r) I �' � .. .1-11 I - ,---"-" ' -1a lim tzwwA 0m; � PANEL UE14TO I '�e,t (SEE SCHEDULE � I , ? I =1111- ON SHEET 3) 1 I-- - _____ - - I � � TO CLAW, . I ISU SCHEDULE I - - �' I 1 I I I ' 1, , (K LL " __", I - I . � � CD 56X � OF 'V MAX, , @ T ; L_ - ___­1___ I,,, '� I . : 1 --- . L . 'v__­_4k__ � --I--- I � j . I I --�) OF v �� I I 0 i i MAX. � I � " � . III � ! I I SPACER 50% � � 1 L- OF *L' I I i I I I 0 1 2 low D.C. i I I I _.­ _-__._A-__ --I L,v , LENGTH ; LIMIT, fy � I L -I . � 1 � � I � � � )ll 1 1 ___ "i ---- -- I .. �� � .'­Io,j� L - __ � Z�l . st;r PEAP � " a W oz� I : � L_ :::- .- I � �� at-JI-111- ... I ____ CONCRETE A.NrHORS�?_ OWING POURED L, I (SEE SCHICOULE ON ' SHW­ a THROUGH � i I , 0 CONCRETE ANCHORS (ME SCHEDULE ON i ­11- 11.1­1111. I of," : CONCRETE -�'­­­ REQUIRED ` EIRGE Or WALL OR SLAB 10) SHEETS 9 tsomuesi 1 -1 2 1187 LONG MAX. ALUMINUIA Amg I 9 0 . � 3);F (ALT. CONDITION) NO POURED CONCRETE SPACERS 0 A 1/4' D.C. VAUD FOR I ALL DESIGN LOADS AND PANEL � CONCRETE ANCKO�S_j - _V�% C CRETE BLOCK EXISTING POURED COWWP�� ' I LENGTHS PER SSW 3. OR CONCRETE BLOCK I � iSM SCHROULE ON I - _' G­-- SHEETS 9 THROUGH a, - - � . NEGUL RED. ! RIOURED, __Ck I,' W LONG ALUMINUM SPACERS III OZ, (:M1ABU #I ON =. AII ) fAUNQ A1140 nDpa MOUN W%,# WILD -OUT MUNTIK91 . W%'? WALL MOURUNR 90 NIORK wileam M OR lm,p L , , i� A. T10 ,,, I, *k0s"ItIn"hop'lo, 41". -, - �'-\'_ &* - 4 .' - � jj � " ..;p W" . Is � � - .. .. IS 4 I'LORI BUILDING CODE (Man High Velocity NU no Zone) E.D. - EDGE DISTANCE (SEE SCHEDULE ON I hzLjQff_r;Qmwh&uQh'QC_2EGmm: 'TOP & BOTTOM MOUNT04S CAN IBEE 1 ,' 0. 4,4167 ', 'S = .. - 1' * . , * I . * , ,� i _. � �_ k -'.", STATE 0 4 I, - � i ='�:�­ "08P " - _"' ` I "m samoo, mc, 24 CABE (ALVAWED STEEL STORM PANEL "� _____ WATTI for, /T1 LIE-C 0 -..-.\ GLOBAL PROTECTION PRODUCTS, LLC. "/' DOE. .006 &x a, at= ' T-111-1 wr4 9=024am OW44 A. 3334 SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. , "". Z;-i'�*�Ct"'_i - I OMs an"Po � TA. 00.1-16. PHONE, (01A)SIal-75464 W, Bo5A)NW­47S7 20-175 - I "r"JurwilKIWAVATAVIte !� - 1 r ml�=. i - I - - DWAVM No, I . I - 111. F" . � � . miml.lig , r . I # I I INHALLABON DETAILS EQR SERIES 2=-& ,4 1000 E-Z-HANG SIQRM P&JELT 1819 EXj$j1bj9 . OD STRUCTURES ;�37­_ 1 11 "o I-- An SCRIVIS 0 6. O�C_ W -- - - -" 1, �- � LAS SCREMS; 011;"A/ '/2. ms,� THREAM D, 70 EXISTINO WOOD "EADER ,_ - I 1�1 ill.] 6"i t � 'i "31w.- z'.4* i0am AEOU0n 1_' .' PMED PENETRATION � � ­ ' � Ir FLAT OR O" EDGE ftw WCOV 4EADER, \ � 1 i � � 1, , , � A C-1, t'--1'SA t� , I . , 41 1 41 1fl �i - .141-Iss 11, / � - - J � VA. m rr 0 - I ­ .1 I I 1, � . � � I /__" CA I" w 0 _0 = Gus& $12. A =�V- I I I =;= = - i_Lt___0 1 2 0/111' N, - Su%%I" - 2 91'r - T " TO CLI'm � SEPARASION - :('s.'#-zOw4' - � � . v TO Gum. 1 S; W 'C I #�/A7 .11 . k" "M11"W14. 9 4 qI -rrrr -,- _ ­ _,_ ­' - I _%_ = . '! I I i�z = " I - - - 1; . i I , T=7 � m ';"iz . I ,. . 1,; .- - - jil i I ..'5! 19 " -I - �! i� 11 I I .0 ar 1� 1:1 sJ 1,___1__,1' -" _` � - 11 . � - j --- I I v4:P­ 4 2 I" Q�x w", I'll � � - Q � NoTE TA DOLGA) ; 1'' I I I - , - -, I �� . �' , � % 21 I -0 LAG SCAM 4, 61 Oz- I 1/4 t/4 � I . 0 i 1 It MT 561 . t�'m � . mtI, 4 .'�­.'D mw -.'pra, SER so= I, WALIAIMS ARE ONLY VALID POR �UTUDOIGS WITH A_5,�� G Asiss LOOS _ To ;�'OV .5 , .� 0, _so, UP TO +65.0, -75.3 pat AND PANEL S 100111 'UP To S�Ps' 2 FOR NEW WOOD 5 Sotph"Ll PINE N.. Z W/ 9*r0ENMSnXY=1iFf`OT40ZBN= To BE SOUTHERN Saw M 4 m -. OP x 3 7. 1 i, =.,., z- ...' 1:.;,W, Am MR, m. - Iwo OR 200 whulArAw TYPIE 04 am FOR CIMI&NIM or 2sm To,- & aorw i"nHas CAN HE comassut 11 ANY I WAY TO SUIT Noy WEIALIATIONI, �irt�ilrAI-1"14LISOILTIZT��i-it'.7�ll�7jA [Ij, iiiiiiiiiiiiv"immec'�T-I'�'111DIVIIII.� pi m, . MAXIMUM PANEL LENGTH %+* OR %-�' (ff.) 0 1 MAXIMUM &S.D. DESIGN PRESSURE RATING - (P..,fj (+ o, -) CONCRETE & wow INSTAUATIOWS t L+ 16� 240 rip'-01 121-0* __ - . 24LO _. W-0, - W-5, I ?'-a* IV'-$' I _____� J" W-10, so' -Is* 4i-v- ' ,#--I- -7--#- -7ao­ --4;_-d-_ __`S�:4r_ ___ we - i__F__ __ic�� - i�__T_ __7�_ ___!Ev mo #,--" r-71 - fia­_ ­­ 704 _­ .!�_�_ 71-0* __ __n__�_ ?'-Q1 I ,?S.D 7�r 6�10' I 80,0 11-1. ITI-7^ -7- Ran __ __ P0.0--_ _.r-:� sr' -as* IT-4- 05X - 01-9* __ fit-o' IWO - ir-5- !r:71';- Imo so'-j* 'r-11- - $�'r - _210.0 IT" - - s'-V - 119.6 - MAXIMUM PANEL LENGTH L4 - OR -L-- (ff.) 0 1 MAMUV A.&D. DESIGN (P-so,t) (+ - -) CONCRETE At WOOD w5TALLATKINS t L14 L_ 2aO 141-4, , 23'-O' __ ­ 0 Ir-10, Ift-r jag -_ I?'-s- - - - ?a'-r .35.0 ro'-10" #'_P1 4010 9'-61 91-11' wo-- __; -_F, _i:��_ Sao - -_ r_r -1 UP #'-Jl __!1-2' _ ?1-14- W.0 #'-a* ?'-s- ­W-0 - L--O:- r_'.. r­r AID 1 ?*�S* -, 6,-Il* 7" - P-­J� - v-ss- dav r--o* ff ..1. Sao -4 4 1 glib ­z__L_. or 1. .!L-:- st'-I' VIL a ­_ ar-71 s'-so' IAXO tr-j* s*-7' 110510 5,-J, V-4, - ria'a ilU- - - - - � - f -Ni. 1)016 - I *'-Ar - MINIMUM SEPARATION TO GLASS SCWDULE MAXIMUM PANEL LENGIN WOO SP= 4 170 .41s, *10 SPEED > 170 M';Lh m -1 - RESTRAINED UNIZESTPAMID 11 9 3a OR LESS I - 1. 9* I 6 Ile- >31i'm so 1� 7 Ilr 7 Ifr -;Iia ­ta iis- ' I. __!�_ I. i--- 7 1/2, ---- I 7 I/I. I >14s TO 1&4 T- v - I 7 1/2- � im"� DEITY OVERLAP R " ­-­ I � .1 I .1 i g ' y , --t-_ - 1 AsCIMAP: FEMAIX 0 1 I_r1=1' TION0, 12 1/2* oc, 'If 7*011111 I _11111111" 1411 I �' - " ��� - ­ I, I, 11 . � I � , - "'Plist-lar 1. , . 1-3:il�� pullim'..""', .. �­TIU ,- ­ �m �� m sco"s a a' 0_'C_ w/ - THREMM PENCIA41 p WOOD .E.M. 01�1' SALIL - 0 FA END OF W ) SL DETAIL. V/2.A, , Nf. - � D OORLAP 5, - I— 11 - I I t 11 J- I R �. 1 I— --,L----L--,] 81 r-I '--_1 14" ' . � � -- -- ON --I 2[-, ��.'gA4m !"T' n­ I . I", I � �'kI [��" L -1 . , �'J. � ; .- 4 I NOTE: Uk Sa6w) �' "'� �, 1 ( 1111 117IJ \'� � : 1 6 I C.tt 0 LAS SCREW$ a 6 - q -. LAG , IA� nisiSAM I le 0;9� t� : WROT nAT PLAT I% WOOD ­­ __ . OR a, f1wr ow jad"Ima ALTERNAM A"W SCA1 1/4�-I* kc SCREAS 0 61 Ole W/ Wm� THREADED FOREMPON We wow NE40CA. �/ 1.3 wm - - �-�_.'_. - - V"V2 Ole, 0-* J14.1' SA,1_ 0 Ek Do Or @ _41 (SEE OML IA4 & - 5 /k'_2w/41 A, SCREW 9 I *W 2 0 6 4' 0,5. W1 7/S*#.3/U" Ir Oc a' 04- W KNETRATION No, 4 ' 157 I 4=29 "ITEP01 NO. - - : * 20 SAGE GALVANIZED STEEL STORM PANEL `�. ST A'j I OF '� ( 401t_�__ - 010 - - - -'�' � Zv tZ S S=-.1= - - , __ - - - ,- GILOBAL PROTECTION PRODUCTS, LLC. - WA* ift. c""a"e" wD, �.�1'0' ­ � S/0 i� � . , ' , M"V'W� , k � - / = I - 1_1 _. - - .. MIN IN. $1 svw - "'&!�.�4' f`AT;wx._. 20 -176 AN04M (ME SCHEDULE ON LIZ BLOCK at MWO W - -­­- SHMIS 21 10 &II) � I I' MIN, I Ll" 16 a Wn IMCKS IZ,r4l' fS &, OR D.M.'(k)' 0, (a) I __1_7_r._7__'_r__ 1HECT "Ougm At EACH-Ews" i I _FT -- -_ -1 T I I I I I I I I Num EAM L .I-, 1w ...... 11 1,51XI.V STUD ANGLE ING - Ir TRACK 'r NIXIE O7.- - WILD-" Ir Twx It= - - - - - - :W:r��:��� I DIRECT MOM - W HMOM ". HEADER DIRECT MOUNT 4r 1. 1. '. w 1. 1. 4 1.5'stuar STvD ANGLE Sw - 1. - 1. U. 4r - 38' 30' 3 "r TRACK 5v 1. ". _ 4e 67' 11 '. - 5 axis-= T TAW MZff-- m�' am w 32" ' 1. ' w ' w se I " I a= m v LZ�Z we a .- 1 w- u- 1 j Sw se I KI D�M.0' @-1 * 10 44167 * TE of !i 12M 3/4, 4/5� 5/5 & 6/5 , 2W/G. 3W/7 & 4W/7 -F� '--tr---T--T-r-r--T-­T---L­-r I _1_1 I I __" , ILH 1-1 *.;' 14 . I- - 1� --- SOLTED PANELS W/ 1/40-211ol t& M--, BOLT W/ * I (SEE SECTIONS AS I NFUCA""OU"LAP r 11 ,� I I i � - I - , I _1 - �. ! _'i 'i t I � 1� - - j "�'�' ! - 1 1 1 1 1 1 1 I I i ; I I I I � I I i H1111 I 1 � '!� - I 61_�. 1­�_ i", , 1 3 I- 1441 - - r P 9 iiiA -1--i-J! !_' _____�.- � 1 2/4 A 3/4, 4/5, 5/5 & 6/5 I . I'"' i L*W/6. 2W^ 3W/7 & 4W/7 i --AWWORS (SU SO4MULE ON SHEETS 0, 10 &11),-, ­- - - - -- .--' ! REGULAR 5192M PAL49L M ELEVATION I � 111. ktsl /.-­'��w 114N, 00a�t -1 tpE WILLEY) � D TO *95 � lox, &S.D. USED, W=9= Sm I'mum W_ 1 24 CAGE GALVANIZED STEEL STORM PAIREL I ..- diC__' I - ' ,,.. \10LOM PROTECTION PRODUCTS, LLC "I" .,.' 20-175 1 I I INSTA D __ ___ . LLATIQN ]DETAILS FQR REGULAR PA9L(1 INIQ WOO STMIURES �'N 11 _____11__1.­_.____ ____v_ __ _t____­._.__i - .I,--- I -1-1-1.1-t 7, -�"-�-T-v­�--'- , � ww' I I .1 - , I - 11 1, -- . ' I '_ � , . ' I I � j I ; SEI-APATION I '1�i ,: - -1 __ __'____ I " I �_ '_� '�� I WOW ANCHORS I_ '� �' '� - I _TM _r' � t - _____ TO GLASS, __.. I � '�, "I'll , , (SEE SCHEDULE / - ; " � _� I SCHEDULE ON "� �" t �4 I ' I - - " I � � -_ , :_ ji _ - - �' � 1 � � SHEET it) �" - , C31 Qn��v I,----- ON SHEET 31 -1.3 .,A ,pll . , � �11 ­. � 1� - . .'_1 �.'__ � 1 - �"' -_ - ' _ _11 I - - - --- _ - I , � I I __ +t " . �'. " - __ � - -1 ==a', ; " .'�" . V - �11 1, i' , '� � _____.__, I � v MOIL ,, I I 11 /) 111 I � __ ----'----I FANM '�' � ,,, � i '- " �' 11 LENGTH M119 11� ' 4) ' 1� � WOOD HEAD \ : � r WOOD ANCHORS " I ; � IIER- �� / �_'� RKEGUIRED_ i - - DOLE � I Got- - �� I I ; I-,---- � ____511 ---.... - - I � I 7 I I I . Ile i "� 'j, - I � z' .' � . (ME: SCHEDULE ' � I - ON SHEET �� I - I ; -.,-. . " � � to ill* I __ I : lox ' �ft : MAY- = L ' A or "t 77 1 __ -,= _11 � j , "! � I , " �' , - - Q) , , ___ "I I f., f�.'� , � -_&4f!2'j WOOD H_"_ I , , , � � - ____ , ____'._' i � \ I � ED - i �i , 11 '�L ,,,, I r � 7 " , 4'. � �� . ' i REQUIRED / , . r I . '�<' z ------- � I � 11 - - ) 1 i �� ;, .'�<' 11 ! 11, i � � - __(j) ED . "I I I I � 11, 4;:i= I �� �. - __' _f , , I- ; � I I � t � � - - - - ; ! 11 : ; . I I I 1: t I -_ LONG ALUMINUM SPACERS 0 12 1/2- i 1 i c 1 ---- 01. " I I I I - ' �r � j 1 i "A' I � i ; ME NOTE -TVIDEM041 ONNSLZRAT FOR "� �t I -01 I � 1 ""$ MPATIATION 11 Mks� � i ", 11) � I I/v LOW, SUDEVES. v Moot. ,I � ff 1---i � f, IT i PANEL LENGTH I ', 'I") � � I I— 10 GLASS. - I PANEL LENGTH I � � 2 � � (ME SeHiEDULF (ME SCHEDULE I I (SEE SCHEDULE , �'� , - ,' 7 � I � � Is ! I ON SHEET 3) ON SHEET 2) 1___ � ON SHEET 1) 1, f I ! I -FAWL MATE FEM" 10 Oft PANEL MATE I i 1 I,Ps�200' 1 "___'_ C__ I PLUS (511 SmRwr ON SHM 11) 'r I - � �_' � I-, N, I i I �_' _vk_ ... __�' �1­1_ - 11 &A. mum WA �� I T _j i I min I I I j �T�% ,� 11 I Mp ' � - I I � 11 �' 611 - �' I'll, VIM& L MARVIN I I 11 I Wis. I 0 I - I I Do 7-0) txnszqU____j To GLASS, I I ­1 - , I 2*x4' WOOD - EITISTI!9�_J I I -_ ____­_ ______ __ � . . ! I PLATE WGUIRED GLASS a I' I 1 GLASS j4SEE SCWD(A_E �_ I LEAR" cl) ] It UK SHM 3) " I � OMM MOUNT W1 SPACER fk I____ I � I I F�14,__­­ f * � I I ALTERMM nC - ; 1-11, - SCALE 3/0.1, I i Flu-JI-1 4.o� � -T x _T m �� i� . SEE ON SHM I I A MAX. PANEL LENGTHS A, I 1 50. - -1 � To 0 i , 0 i t/2' CLC. � A�EAT IMA I I .0 DES" LOADS FOR THIS INSTALLATION, I ' Us- -C � ED _'_�� _kl� , ­ �-@ MAXL ; "-, - -1 . I I I , ­1 - ... � I 11 , . / . Ot . ; SO " " I - ______.______j f7" � � ,, � I - I I � . � I- t� I x I �' I "I" ; I , 1 " -5, !� --------I t 1 � � , , 0 _� �" __ 1 '� �'� 1p;1- I I � k � I -"- \ � � �'� , , ,,,,, wow AmcIm ** bm I �_ - ' I � ", I � . I __1 I � I.j STAGGERED Of SPUD � � -, I ' I Ell - ��' L I-L , I � i � - ' I I I , � WAM SA MAN BE 1 1/2' LOW In' ' ! ' T, ,11 j (SEE SCHEDULE ON ­ -� - -� ' ; 0- � I— 7- j,"i . � � . . I , 'i , � 11 SHEET 71) � , , i (I) NAMAJONIN IS LOU 10 A UK STORY auftmm Im IT-V ' ' " 4 :' _'; � I "' _ �.' : � !', I � i --4j *Jaml� ;" � I 1 " W-4m Rw IIIA FROM ANY '.'. WOOD Aw "I, �� 11, , , , , , 0 '� , " , �� k1i �ill' IMUIIN; HEM Am"Bo ON SHEET it). j PLK;t REOUI - 4 , � �' _'� "A � imol'amAmAl TV %'ASS 111010A '�"' I I V_ ��j 44 � I 'Tai I I , � � _-, " - , ,-'I �', " i � ,,I r= *AS D i , , wow I - I I / SID - I I � " 4 W ANORM OOM TIM -7 'wv*Z 61fluir a W"K Amm TO I "' � I I I 1 - 1 I ", 1 �� _ - "_ _'�' ;',, _j"�'.' � f �' X �� (SEE SCHEDULE ON w - =u/:LA` , - -1 - LA F REOURED, -w, VA. U ZO =TST."Eml' I I I � zr... I . . � � COMPLIED . (INS IS A RalabhOR FROM f2 i/r Me, VAOINC ALLIANTO ON I SHEET 11) � , NOEII 6) � . i I I a - , _�� I (1) Law" I x I , , I � ASO TIMOR PRESSURE � fli ... " � �' . lbam Is .6% -a jl�t. 1 (31 m 24 am PoWS. UNION a LIMITED To w AT ANY Opp" . �;s' 'a FROM 1ANUIR FAMITIL MOM AUAR0 ON I A Re"Pe"Pa" __ I'll (9);VAIM am" PAM UNITIN 15 ftm 3DOL44 low I I). M02"W"RAN 1 43) arm PANS. MSDUMM a ONLY 6 Mw -ow i (4) 1 Lor UNG SPAUR COMPOPENT #M SISUL BE AS 94WAM am SIVICEIR AA ITS OMY I ftmVIN I SCALE 1/8- I" I IvIff r1ma=1A= I 1. Z mis WO AN EUSTING WOOD FRAME WALL 11 A, atrum BY Arm w . i SCALE 3AT-11 (4) = . I 1-11196 SINCIMS AND THE ISM ,'I, MT04 or TNE PINSK I WILD VOLT FOR I BUILDING vim Ao 3 "m AM E '040411401to, I I 40:7 ��� -*, ' --------- �.'A'.��Q7.� � - �, NOTEM, .� ENj�"N�:'!�o I. FLORIDA BUILDING CODE (Non !Uth Velocity Hu cam Zone) : 1. WSTALLATION ARE ONLY VALID FOR MAX� kS,D. : No� 44167 ` B law Tum m F'_ DESIGN PRESSURE PATWO (p,ts.0 AND PANEi, LENGTHS 11: I = 24 GAGE CALVANIZED STEM STORM PAWL I - OWN IFft f AS PER SCHEDULES ON SHEEt 3 (EXCEPT FOP I*E M TOP & BOTTOM MOUNTN4GS CAN BE . , * . ---------"\ GLOBAL PROTECTION PRODUCTS, LLC. 01/270m COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) /TIL E-COm.. WE. INSTALLATION, a MUM IL". 5 SIREE! - - 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD _1o1_.I'*'Trro!` WMIL FL m" , pm:.- Moe "mea-71ma, M, (041440-1111" 20-175 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC - ' � MOM 0. I DENSITY OF O�% OR EOUAI_ - TA -mil" 'La.- M ut __'__ I I I -, I P I- ­_- - ,,_, -_ I GUM& MR (0 m����_msav_q _-lu%_.ftjz MNS A��� liMItID ITHIM Pm!r&L Vw.0*!!ml DWQCUUMM� (RE,M) HAS WON VERIFIED FOR COMPLIANCE 04 ACCORDANCE - 4"" TAPCBN ANCM AS UAMWACIURIED BY LI'M BUILDEX, INC PRODU s. ART" IA 2020 (7th EDITION) Or W FLORIDA BUILDING CDM THIS STORM PANEL SNAL-1, NO BE INSTALLED AT HIGH - j 4-10 PANEUMAIE FWAVE 10 AND FANELMAXE PLUS ANCHOAS� AS MANUFACTURED ITT ELCa CONSTRUCTION Go VELOCITY HURRICANE ZONES (WAMI-DADE / BROWARD COUHTIES)� - 114-0 LAG SCAM PER 4,03, DESIGN WIND LOADS SHALL K DETERMINED AS PER SECTION 1609 Or THE ASOW MENTIONED CODE, FOR A BASIC WIND _ 7/16,* . Slar WOOD BUSHING. AS DISTRIBUTED BY ALL POINT SCREW, SOLT & SPECIALTY CG SPEED AS RlEQUIREID ELY THE AMISDICAOR WHERE STORM PAW WILL BE IN57ALIED, AND FOR A DIRICCIVIALITY FACTOR 90-0-StI. USING ASCE 7-16 AND SHALL NO EXCMD TME MAXIMUM tA-SDJ OOACN PRESSURE RATINGS INDICATED ON SHEETS C 1) ANNIMUM THIREMIED PENETRATION INTO WOW OF TAPCON ANCHORS SHAUL BE I t/V AND r FOR ELCO PANEUMIE PLUS 31 0 THIRD 12 a 77, Is. AM PANELVALE FEMALE IV IN ORDER TO VERVIRY THE ABOVE CONDITION, ULMATE DESIGN WW LOADS DETERMINED PER ASCZ, 1-16 SHIALL BE FIRI REDUCED TO A634, DESIGN PRESSURE RATING 13Y MULTIPLYING THEN BY CA #4 ORDER TO 1-04PARC THEM W1 MAX (ASDI 3 C,2) MINIMUM THFICADED PENETRATION OF LAG SCREW, INTO THE WOW FRAME UNIT SHALL BE 1 1/2*, NO THR'Esws) DESIGN PREMURt MINOS INDICATES ON SHEETS I 9 THRU IZ & 17. 18. PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REOUIRED'IRFIMM ION IN ORDER TO VERIFY THAT ANCHORS ON IN* PISO. AS TIESPED WOE NOT OM SMIESSED , A Mal INCREASE IN ALLOWABLE . E, , '0'5� 2011i STORM PANEL'S ADCOUACY MR URPACT AND WOO RESISTANCE NO BEEN VERSIED IN ACCORDANCE WITH SECTION IfiCKIL20F CA,s MINIMUM PENETRATION OF WOW BUSHING SHALL. OF S/V� 114� 0-20 SCAM USED SHALL BE 1 1/2- LONG MINIMUM THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOOTH "IDA REPORTS J10834.01-01 AND OVS02-09, AS SHOULD $11COD "IST, AND I- MINIMUM PGR WALLS WITH NO STUCCO PER SM t2-0 So AM C130-02 STANDARDS, AND AMERCAN TESTING LAS SOUTH FLORIDA REPORT #IVk1DI-1O AS PON TAS-201 AND US-203 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED IN ACCOROAPACE W/ SEC110M $IN OF THE CA) IN CASE THAT PRECAST SOME. OR PRECAST CONCAM PANELS, $PUCCO Or, WOOD SOAA% BE FOUND ON IKE EmSnNO FLORIOA BUILDING CODE WALL. ANCHORS SHALL BE LOW' ENOUGH TO REAC14 THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL BE AS MENTIONED IN C 1). C 2) & C,4) 2. ALL ALUMINUM EXTRUSIONS TO HE 60&3-�5 ALLOY AND TEMPER (UNLESS OTHERWISE NCIED)� SEE SHEET 2 (D) ANCHORS SHALL HE WALLED FOULOVING ALL OF THE rieCOMMENCLATIONS AND SPIEDF)(74PONS OF THE ANCHOR*$ MANUFACTURER- 31 ALL ALUMINUM SHEET METAL USED AT C1.650RES SHALL HAW aIOS-HI4 ALUOY� 8 PANELS MIN' ALSO BE WALLED NOROONTALLY FOLLOWING INSTAUAT" DETAILS SHOWN ON SECM14 I THROUGH 5 �SHEETS 4 4. AJA STEEL SITEET METAL PAWLS SHALL HAW STRUCTURAL OULAITY SWEL. ASOo A-GW GRAVE 80 MINIMUM, C-60 GALVANIZED THROUGH % EXCEPT THAT HEADM(D &(1) SHALL TIM BE USED. STEEL DESIGNATION WIFY- '32-2 kP (AFTER ROLUED). 9, !I SHALL St THE RESPONSIBILITY OF THE CONTRACTOR TO VERITY THE SOUNDNESS OF THE 57RUCTURE "ERE SHUTTER IS TO BE 5� ALL SCREWII *TO OF STAINUM STM. 304 OR ITS AJS� SERIES 09 CORROSION RESISTANT CONTED CAR" STEEL AS PER 044 ATTACHED TO rNSURE PROPER ANCHORAGE. THIS SPUTTER SHALL ONLY BE ATTACHED TO CONCRETES, BLOCK OR WOOD FRAME fwlwmcs� Smia W/ 50 k.4 VIEU SMF40TH AND 90 W TENSILE STOORGIts AND SHALL COMPLY W1 FLORIDA BUILDING Y= SECTION 241 1..�'3'4 1 0 L404 RECIAM STOW PANEL Wln� LENGTHS OVER W� AS PER SECTIONS I. 2. 4, 5. 6 AND ALTERNAIKS I W. 3W & 4W 00 SHEETS 4. 5, 6 & 7 RESIPECTNELY; SHALL HAVE A LWOUE AND READILY VISIBLE MAWAIG WSTRUCtINC, O~ 00 TENANT TO V. SOLIS TO BE WIT A-307 GALVANIZED STEEL OR AM _T4 SERIES STAINLESS STEEL WITH 36 k.- MINIMUM YIELD STRENGTH, SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING 7. ANCHORS TO WALL SHALL BE AS POILOWS, I 1. THE INSIALLATION CONTRACTOR IS TO SEALICA" ALL SHUTTER COIAPONENT E04XS WHICH REMAIN IN CONVINUOU$ CONTACT WON THE BUILDING To PMENT wip/AvoW INTRUSION (A) 1Q_j%WM_ft=.Z99=, - i/4' # TAPCOR ANCHORS AS MANUFACTURED BY 0M, BUILDEX, INC tM;n, 0-II02 p4,,) 12, STORM PAWL INSIALLAT" SHALL COMPLY WITH SPECS INDICATED IN IHIS DRAWING PLUS ANY ITULONG AND ZONING REGULATIONS , _ 1/4' 0 . 11/0' CALK-M ANCHORS, AS MANUFACIURM BY DEW40 INC PROWDED BY THE JURISOVION WHERE PERMIT IS APPLIED TO, - 1/4*6 � Z/4' SOUD-SET ANCHORS, AS D15MBUTED BY ALL PONT SCREW, BOLT & SPECIALTY CO (MM. r_3m P-i) 13 (o) THIS PRODUCT VALUATION DOCUMENT (P.E.O.) PREPARED BY THIS ENGIN "t IS GENERIC AND DOES NOT PROVIDE INFORMATION - 1I It -it) 0014MOVE FIX" ID so IVANELMAIE PLUS ANCHORS. AS MANDFACTLIRED BY ELCO CONSTRUCTION PRODUCTS. FOR A SITE SPECIFIC PROJECT. �v WHERE THE SITE CONDITIONS OVIIIATE FROM THE P-ED. - t/O# ZAMAQ MUN ANCHORS, AS MANUFACTURED BY DENALT, RIC (e) CONTRACTOR TO BE MVONSOUE FOR THE SELZMIGNIL PURCHASE AND WA"YON INCLUDING, UPS WETY OF THIS PROD= A 1) MINIMUM CUSEDOEM' OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE I 3/4�; r FOR MCO PAREUILATE AND BASED ON THIS P,E.0, PROMDED ,W/SHE DOES NOT DEWTE PROM THE CONOMONS WNILED ON THIS DOCUMENT, CONSTRUCTION IWETY AT SITE IS TRE CONTRACTOP'S RESPONSIBILITY I .3/4' FLIP, ZAMAC NkLIN ANCHORS. (t) ThIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED W" IF MODIFIED. A,21 MR-W & SOLD-SEI ANCHORS SHALL BE EMBEDDED 7/8- INTO THE POURM CONCRi-TE- NO EMBEDMENT INTO STUCCO SKNI BE "M, 1/4� 0-20 SCREWS USED SHALL RE I 1/2' LONG MINIMUM SHOULD STUCCO EXIST, (4) SPE SPIECIfiC PTICUECTS SHkL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHPIMt ftICH WILL BECOME THE AND I' MINIMUM FOR WALL$ WIT4 NO STUCCO, AND MAY BE HEAMSCREWS, OR AU NREADED SCREAS W/O 14w� ENGINEER Or RECORD (E,O�R.) FOR THE PROOEM AMID WHO WILL BE SIE5PONSTSUE, FOR lift SUIT WITH WIND NUTS PROPER USE OF THE To EDr EW104EM OF RECGRD� ACTING AS A MECAPEO 946INM To THE P-E.D. ENGINEER, SHALL SUBAPTO TWIS LATTER THE SITE SPECIFIC DRAWINGS TO* PEN", A-1) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS. STUCCO OR WOOD BOARDS ITS FOUND ON IKE I EXISTING WALL OR fLOO-A. ANCHORS SWILL. Or, LONG OWAI TO REACH 114C MAIN STRUCTURE OMNO SUCK PANELS (.) THIS P.E,D. SHALL " THE WE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ANOHGIRAO� SKAU BE AS MENTIONED IN &1) AND IN A_2)� ENGINEER OF RECORD THAT PREPARED It (0) i 14. SHUTTER MAINUFACTURMS LABEL SPAIL BE UDCAIW ON A RrMLY VISIBLE LOCATION AT SsTGAM - By I Tr W, quiLLWIT. m� PANEL SHUTTER IN ACCORDANCE WITH SECTION 17W9.2 OF FLORIDA BUILDING CODE, ONE LABEL SHALL BE PLACED MR EmTr OPENINC 1.49CUNO 'TO COMPLY WIN MC7111m 170111ti OI, INC . 1/4' *)I* 7/8 CALX-IR ANCHORS, As MANUFACTURED Err OSWALT. WC� FLORIDA BUILDING CODE. : 1/4'0 S/4" SOLID -SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW. 6017 III SPECIALTY CO. - f a ONSINUMN .%liI I - #14 10 PANELMATE FEAMME Q AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY LC C PR , I too lolo . , X� A ZAW ,, NAJUN ANCKM, AS MANUFACTURED BY DEWNLT, INC - 1/4, "100 N�� ......... I I - _� " 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCOF FAWLMATES Mb ZAAAAC, MUN ANCHOR, INTO THE '4111-1 %�o �'. FLORIDA BUILDING CODE 2L*n Hilgh Velocity Nu cons Zone) t BLOCK UNIT SHA,LL ar 1 1/4', � . ...' . 9.2) CALK-114 4F $OUO-MT ANCHORS SHALL HE EMBEDDED 7/8- 11470 I CONCRETE BLOCK . - .isIov m-, - 24 GAGE GALVANIZED STEEL STORM PANEL M u, . - of"Poo,av" I SIUCCOSHALL BE PERMITTED. 1/4, 0-20 SCAM USED SHALL ME 1 1/2- LONG Mo.. L.'AMM'ST, * 1:; - 07/n/nn 0 �1§1­ �­ AND I' MINIMUM FOR WALLS WITH 140 STUCCO, I -S%� "I F - - /MLE6%__0�..-' N, GLOBAL, PROTECT" MDUCTSt LLC. .. 48110 JIN 51 SPROEr 8.�) IN i�ASE 114AT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE PO=Nizt_E� '.I ' WL it. =I10a.), .­ UN �_, PAWMA". . (W)M-754& "A't _,,, EXISMNC, WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE SKEP314D SUCH PA '!"'.7 � 71-11, ___ - 2 I.-. ANCHORAGE 914AU BE AS MENTIONED IN 91) AND IN 82)� So -"NsPiw;';­+'%%­ -.E wam"ust/rar woa,�q el !M- API - i0S! ULM � Pulp, *� PL . � a .. I I, , I I '. INSIALLATIOhl DEIAILS FOR REGULAR PANEL In INIQ POURED CONQRETE OR CQNCRETE BLOCK KRUMM w PmeD CONCALFTE , CRm _Ar _.,,vsrfrm POURED cow CONCRETE ; Ow" BLOCK I BLOCK ... - 4EIGUIRM AtOmm. CONCRETE A-11-W I-- CONCRETE ANCHORS - (SEE SCHEDULE - W, (SEE SCWDUAJE ON----, MISTING SHEETS 2 THROUGH P4 fl_2'� SHEETS 0 THROU011 10) POURED ,-_e F-14) CONCRETE OR 7 -I I j I CONCRETE SUD", ttf'--awl . . _ - - - _l� HEM a" I"-, REOUIF-M 31 ­S'w "/,. I I I W 11/4' . 1. , , I 114' " . - .... I � w _ - - _ __ - . ----.-I-- CONCRETE ANCHORS I VLAA�X - - - - __ _­_ -_ -_ I I --- -_ ' I . -1 I I (a-- SCHEDULE ON I I I I � I g ill m SHEETS 9 THROLTSH'-1-0 ILI, � , " . I I I Ef i � I, ; , I � : �' I I taf, I I i ' ., - I - I � p ... , 2' _,7,�� 1 1--k -.% '�_j � 1 . . . . . . __ - - I---- I _� _ __ ... 5 i _C1 , : .1 - ��" / - __ ___ I -1-I'l I I . � i�) p I - 0 1 m �.� � I i ; I I,--- '_ __' ,"...' � � ........ ­­' L`^-20.1- - I , , , , I IF __­ - - - - - - - - - - ..... , -1.11. '/.1#-2w1 - ­ - I E"30) ..... " �pol��' I - I t ),T"I" -m' do 1) i ! am ' qm* 14--" -ON � I I _� , � I "I'll ='L ; I 1. __ TO CLASS _1 f "' � TO � I I � . , I I I SCHEDULE I - ,,-on I - .. I I � 'L' Cia SCH EXISR (SEE I t - . I I ­­ I � __ M­ IT - I W�i ON SHEET 3) 4 PAWL LENGTH ON 3) I 1 4 � (ME SCHEDULE I "L� M.. IW� SEPARATION v Mass, I - i I ON SHEET 3) "A I PAN L LENGTH I I PANEL LENGTH -4 -- I __ ____ � -A_ � U., _,_,ssI�,_ ,,, - � - (SE'T 42CU (SME'SONEGULE CONCRETE ANCHORS , f� I , i (Sm SCHEDULE - ­1 --- ­­­'­­O_­� - ­"­ I I - 1. = - (SEE SCHEDULE ON 11' _[� I ON SHEET 3) f'�"L_Fq_ .____1_"'_ ON SKEFT S) 11 SHEETS 9 THROU014 I '_01 ! i x I ­- 'T-.1- 4 9 I I � I I . 5da i � ; I I . _01 I � I OF Ir =1!4 i Kul 1 5" i =_" i � � . I 4-1 11 _.. , IWII-30,4* I I OF % � 1 -,Cl) OIRTS � i __ I � I MAIL . mx �'r Imc, � � I ; j i W-0. � I ' � i I I � �­ I 11 '�' I ep I 1 4 1 j �_ I I I i I ` , " - _ I � E� I C -- ED. � I I ' � 1 __", - I - i �� _�4- - I __ - . I I I 1/2 � , I I � � � - .. 1w . , EX IWID � " ISTING @ , ; �"'_' - i 0 12 I/Z- 04� ; t_ ;A �""� �� I APIIUMLQ� . , I I � i . � � i 111 OLOCK I_ t i I CONDRIM ANCHORS_ -f - � I � - __, , � 1- - � ----I", '� _J 11 W" 99C.".0r," UIRED, _ .' - . i ­_­­_ - ­11-- .1 ,_ '.'� @ - � 0 '2 1/f ox� SWETS 9 THROUGH 10) � I I. mist, I '. " - ' ..' - .1 '_ �1 1; , ONLY WHEN S_0UV - X� M � - ­V70C7TION V3 CALK -IN ANCHORS - "- , "I - - � , � MISPING POURETI CONCRETE - " " ---- � - _'T ARE USED St W/H% WHISH _.- OR CONCRETE SLOC" I ATIC CONCRETE ANCHORS , =TIES REOUIRED. ALTERNATE CCKRm_' 1 - gv n" ANCHORS ,,,I:", STAOMEG W/ Snff- (SEE SCHEDULE ON (SEE SCHEDULE ON SHEETS 9 THROWN 40) SHEETS 9 PiRmal; 10) � BUILo-oul UNTING WAfitf WG WAU "NTING 6 DIRECT MOUNT SF&Tlof I ;Em'A SesULE 3/8-1. WAE 3/8-1, i"PONJUNIA, % A Tit 4S'. '�'� %;... I Anxlpo" - - I - - �. , . �- - �� ._` Em .. FLORIDA BUILOING CODE (Non N19h Velocity IN cons zqnS)j Fy HU TV Nu Z, .1 ty Nu * , - I . *' - I losm 11.1100, - is�..,, I = .' o.441 7 , e' 24 GAGE GALVANIZED SnEL STORM PANEL OWN I I i *; * . bw � . , I ' . 0Tl;q/x!v, I E.D, - MOE DISTANM S -' STATE O� K:�, 1C. ' � ; GLOBAL PROTECTION PROIDUCM L 'Ax (SIEE SCHEDULE ON TOP & BOTTOM MOUNTING$ CAN BE -, t I E�t_- PIN sw, at given 1­�-. "Zomuv�..­;A' �'/_-�4'�'� J. wmr-. U....7o.,�.. fl- 3"14 SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY '�ir'- ROK. Js-. , ' x (W)U�7-�5. FAIL, ("t)M -am INSTALLATION- ... 1w P"01C. . 20-175 .:,:: fltk- Aw � - - coloom w - I I Ill, '* , PIRE tk=! .... 114� -% - M -4, - . f � � 1! � - Ili SAW 4 of is I I I ,am 92 I - [ ____ - INEAUAMON QUAILS FOR REGULAR-EANEL �D INTO WOOD 11 ____ --- �'7'­�A­-- 1) � "�­" "- '� "I"', , i , "� " �.' ALTIERWTE LEO ­110CATION 4"xS' (Min.) WO __ �",'-' - .-' - NAM or "I I. - �' �- � R�OURAO%CtUr �_ - '1\'____ , '.�' '� �" � , _. , � _� - 1� I .1 AOCCUACY OF EXISTIW WOOD � I I- I- I CERTIFIED BY �Ea __sEj _�_ _'I�Ij�"o� vswtww4w UK �' / I �' I _� __ � "_ P� ,,, " ARCHITECT MR TO SHUTTER I P vi ' � " 1� 'i �­§ " � , , q - / WALLAT I , / I I W _ i - t;r ANCHORS �" _'� _'� ALTERNATE WOOD ANCHORS ___ j � (SEE SCHEDULE ON � -, I w ; I I - I' W. - � WNP mu WASK), HAS I ; m if. so" on _'_ _' SHEEIr I 1) � SHIM I 1) �4 �_ - - ­_ Z:'� 1�_j 1/2' . � ! -! ! -1/1'20.1 53 � "" NUT 0 is W sIc. J, - j 114, I __ - MAN. " % � I , , I -, ___ -,---."- -_ � --- 7I I "S I al- r Wki � - A =%-I---- - � - .' '7i + W , I ___ , 1� I I 4�.­ * . __ W."o, Sam I . r p z � I N I WOOD ANCHORS . . . � (SEE SCHEDLU T I *24 , I , ii I /. ii 41, 6 ife ox. 3 I I I � . ISET.Ms.- � ARATION TO I 0 � i SHEET 11) k I I i - . - . , I ; , r I, � k Iz �' : 0� I i _01' I � � -1 GLASI - SCHEMAX � L-I A- I I J.i.:�_Mp.. i I I . I It ON SHUT 3) .A - Z�I-i:_Ixlo - I TO CLASS. � . AT ; I I -, � I'll, �� - - -'A-- � I- - _'_ I =lw.:'W_n V kw� I I I -1 PAMEL LENGTH �ff_ ___1 - ____ -1-1 I . (am SCHEDULE � I ­­ _­__'­­_ I EXISTING I ;2� N,tt SCHEDULE ww 3) - ON i 's- , �.­­­ - -'­-k,'-' �­�,' 11 -- I V' I ' jw4- L'.111.10.11 -L- 6AIL _m"W""' PANEL UENAIN Ox%' (ME SCHEDULE mnp - ON SWEF 3) I ! - � ---.--... - z ON SHEET 3) I- __ � I � 1 -(,D i I I - I !----, '___'_______ANy�I �--- -- 1- ------- r � II . : J. I I I 3011; I I I I i ' i - 'A�D OF *L � I I � �� . I I __@ 4 I I i MAIL � I ___ ' 4 I 11 � 1 4��_' 1� � � 11 ". I I . j__ � 4 11 0 12 1/2' O,C. : i ' ED ._1 �_._ -1 '-�' i" ,I v ___ - - I � I ; i =11 - I � i LLIJ � I- '4 ­731 ED --, . I ! � "Wo-M." �_ f# - 1 I . I 'A 7 . wia - -- -� It ' or 0 I/4' TIMIS ", I ------- -, ___ '_A_'_'_'._'j i I- "-, , . I i , (a i il � 1�' , 11 - ______ -u , ��' , �' I � !", , I �' - '- --- . I i , _____ _ - � _­ _'z'xS' WOOD WOOD ANCHORS - __ _�� -7 - --- - DECK REGORM I i i I � ; . - � ! ! � ' 2W WOOD RATE . REOLURIEG -7::-,- I , I , , � � I I " I, � � . . I - � � 1 i wow ANCHORS i ' 1 . � '.; r 2&SCINEDULE ON ISE, W GN__ - +4' 41)"I"' � ­t I i " 1 1 � � 'I� ,', �_ 7- __ _=___ _ ___ r, I � I z 1� I , � \ 11 I . � I �­r saft- I - � ­r I rIEWN9 ANN EM, MIDUNTING SCALX 3/8-11' Bujimw ""I"fhi"",; SCALE 3/8-11 . I 'k� e�'o 140 � " %�!� � ... 44 ..�_ .. ,IF.-',� - . %UN4'%�� �*% = FOR �,�N OF SEQW-N � 1. INSTAILIATION ARE ONLY VAUD FOR MAX. A.SM TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING 6p..f) AND PANEL LENGTHS SUIT I �' . S z I No, 44167 * 1: =*� I . . - * - - . -*2 S , _z %--5-- STATEDIF FLORIDA BUILDING .1m voinm me. 24 CODE (Non High Velocity Nut WE OALYAWUD MR STORM PANEL cons Zone) rip. MAIN ITY: CONIBINED IN ANY WAY 70 ANY AS PER SCHEDULES ON S 3 , INSTALLATION, 2. FOR MEN WOOD FRAME CONSTRUCTION: WOOD _ % Z';, ,sto *' lq� - I-- - - I 41'.",".w I MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC ". 11 P "... :: 1`14 v I ILIEZO-Se- GLOBAL 4 PROTECTION PRODUCTS, LLC. ON %*. 01 STREET DENSITY OF 0.55 DR EQUAL IIIIOIIKX� 0000f I f ---;& wr -- E!�� __ ONAL "' 3MI C054)III-ell P"aw, "tome -Yaw rwI, 20-i75 Pt 0041.130"WeAWE C*406031 T1 natim"- - 1 - t � tompo � �w IS I I -4--do 0 a) = V) _0 -00 > 2 C D = m " 0 n _0 "w w 0- = = - CM Cu .6-0 0 -0 a) -ii.-, r, Cn . a) m - = a) =3 -0 0 M 0-0 0 -CU .= Fn -0 C: = %_ - w �: = 0 0 CU E %+- 0 > (n Cn -F a) Cn " -1--i CU " 0- �_ Cu -0 110- . C -I.-I U) 0- < I L� I 4 . z z w mi CW7 'N�__ cl�j --t--l'alf 0 2 C= " 1�1 .. , " w '4 , N :' Cm / cm " _= = . =-9 C2 C5 N ;t C_.' - ::- _= m I I >< LA_ Ac:r - U = 0- m: - V M = " V, -= C%4 _= - M 'Q 3 2 0, C14 �2 - w m _= G) . E - = = ED E �r u .- 3. 3� �- a) 0.) .= .� CJ w GO = C_-j . = - 2 .mI, . 7r=. - = E -2 'm 0- 0-3 - in - CIO " (D (1) (1) C_ -*--a 4­0 U) =3 ICU > 0 L_ C/) 0- 2D_ < (1) -6-0 0 C :3 -0 CIO 0 ct 0 a) m " U) m L. m :3 w 2 < z z < _j o- f SHEET NO. IS H 1.3. END CLOSURES DETKILS FOR INSIALLATION IN POURED CONCREIE. C.QNCRETE BLQCK 08 W-QQD STRUCTURES, YALID R REGULAR. UEE SAFE11 A E—Z HANG STORM PANEL M SYSTEMS OR BLOW- OR r � 3' ­00, 3105 11-1. r"' WOO11i FPAME 605�16_ 9) 0 "A'a l MOLE Tom cl 1/4*0 2 Ilr REOURED OR(� 'in "a SQ4 J an ANAma "Ile -1 2'. 4w I= LOVATION YAWS 5, 2, 1 lose L<I ALUAL ANOLE Olt 40,310-4154 POUIRD CONORET 31 OR NEW AWN, W sLa* OR 2-w EW'Dw FROME 21/2- Mutt r/4' Mis. CAP r 09 4 12- acip-11 AILM r-L Ak- ANGUE SE A (PLAN) C-M E B CASIE Q (PLAN) CASE D-21LANI SCALE 1/4--l' SCALE 1/4'-1' SCALE 1/4--l- SCALE 1/4--l- scuc�_Svr OR C"-" ON ELCO PANELMAX IFENME a No 'w"pw1c 'PAW -W'-= A" nr P- POURED cm OR 09 2%4' *000 SOM OF ups"m O)NNCRErt MACK VARI FRAME FICNARM AS *PLCW To* ill 0, r.0 WOOC FRMIC 4) & REOURED REOUM 'DJ t L-a (1) OR(b I r-�i)CM F&= TO 6, kt. ('VVER CUT PAPAU.S. Emo '-w.) x SO. OffrANCE ZHIF /___ J- - - - - - - - - - - CASE G (P - SCALE 1/4*-l' /�. �IeN " VALID FOR URE .'or q NOW INSTALLATION ONLY 'Elvs-�. 1 CERTIFIED PANEL INSTALLATION At WALLS ill/ z W 44167 SURFACE LEVEL VARIATIOW WIIDON 31e v.I.Cify RU Cone Zone) FLORIDA BU!LDINP COOELW2n In V.I., IY wu CASE UELW rASE F (PLAN) ILI" w_ 24 GAGE ULVANUXD STEM "M PANEL Fit, SCALE SCALE 1/6"i,,l. St GLOBAL PROTEMN PRODUCTS. Lm. 11LIEC0,7 10 4W ILIt 81 01021 O"AL rt� =14 atin 4, PX Mn'! 4 1 1 5= I OF is VAUD ONLY FOR PANEL INSTALLATIONS As PER Am A.S. m"O' PRESSURE RATIN G (P.J J MMMUM ANCHORS SPACING PIDIR E.D. - AS SHOWN ON SHEETS & 7 APPLICABLE ALTERNAME! M % 44. OF THEM MAXIMUM PANEL LENGTH -L TAPCON LAG SCREW r MIATO PANELMolrE PLUS WOOD BUSHING 13* Ir Ir Ir 1. AN crop) 13. 13! Ir 13- 1* �16 0 1 /2* 1/4 OR S' 3. flop) LESS (90111014) tr 13, 13, is- OR LESS 13" Ir 13" 13, IT 172- (TOP) 13, 137 _11r _Tr 8 1/2, 6 Ilr 2W (top) 64/4- 12 1/2' 2W L TO, 41/2- 4' 1/2* 8 1/2' 14!-e 1/2' 1 7 3w (BOTTOM) to 1/2, __LIZZ ,: 0 Fir 12* Ir 130 o Ile 4* Isc From SEE FOR MAX. ALS�O. DESIGN LOADS & MAYL PANEL US T� %0" ONLY TO ALTERNATE 2W ON SHEET 6 ED LENIGrm WHEN SPACER IS IW THRU 4W. ON SHEM 0 7) No, AslC. DESIGN PRESSURE PAPNO MMIMUM ANCHORS SPACING FOR E.D. AS SHOWN ON SHEETS 6 4 7 APPLICABLE TO it ANY OP THEM MAXIMUM PANEL LENGTH TAPOPN LAG SCREW PANEI.MAIE FEMALE 10 PmR8'mjA wom Fir 13. Ir 13* Ir 13, 13, r Iw (wrtim) 6 6 I/v 121 r 7 112. 3w mm OR LESS Ir ir Ir 13' Ir 4W m -45 +75-75 Ir Ir 13 Aw (BOTTOM) 13, t3" Ir To* Ir Ir 13" Ir - 61/4' 111 (MYTOM) 6 Ilr 0 W* 6 1/2' 2w (TOP) 6 t/4* 12 1/2' >5'- To 4 Ilr 7 1 /2- 7 1/2' 7,-r S 1/2 3W (91170fill Is* 13, ir 13, IV 4W (6011001 ME TABLE 11 FOR LOADS & MAX. PANSL, LENGTH$ WHEN SPACER USED, CORRESPONDING; ONLY TO AarRmTE 2w ON SHISEt 6 MAX, &SO. DESIGN A.&D. DOM LOW M011" PANEL 40 PSF Oft LESS > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 6Q PST, A MAX. PANEL LENGTH$ ARE 014LY VAUD FOR INSTALLATIONS W/ PANEL MATE FQMALE ID OR PANEL MATE PLUS ANCHORS W/ 1/2* O.C, INSTALL919N.DUAILS FOR UFE SAEMIANELO-) INTO EQMD ONCRETE OR CONCRETE IWO STRucim 1/4 �CN 1X1 WEED ;A:l NO;APC R CONatimr O=x 'A'41 CONCRETE BLOM PANEL LENGTH (SEE ELEVATION ON SHEET 12) L/2 @ REGUIAlt PAN" ANCHOR 0 12 1 Ir D.C. sm SHMM 13 16 FOR ANCHORS TYPE &'SPACM FOR MA WOOD ROME MALOOM. M*rAM A004M SPACNOS AND UNIMUM EMPE.M Aft INDICATOO OW TM SCHEDULE, FOR C'oi L I 0OUnb 0 SCHEDULE AMUM ANOM SPAC014 in MAMYWON SPACINQ 94M 04 SOMMLE Rr THE FOU.00" FACTM FW INS OPPATIO4 M BE POsmkL RatiOnt SFACWC OBTAINED 119" FACTOR SFAL War BE It" mmwfA VA" ""YED MR EACH mom om THR !22!�E Aval" "m jt4Z. wm 1/4�1 WWWAL M*M WOOM (44 1 ;jjj= 10-0 3 31/2 ameftswumnow FM _--il Ir r F ED* REQUIRM =:AHELVAT"') WALL MOURM SCALE 318�t- PANEL LEN014 Mo. ISGE=ON, (VALJD AS PER SECTIONS I THRU ON $HEM 4 & 5) A.S.O. DESIGN PRESSURE RATING MAIIINUM ANCHOAS SPACING FOR MR E.G. PER LE BELOW APPUM 10 SE MMIMUM PANEL LENGTH (ft.) WXl ASZ,, DES" PR=tw RATING (P-1.1") MAXIMUM ANCHORS SPACING FOR VA LO PER SCHEDULE BELOW CABLE AP"U" swnm a Im CONVOlikTON KAXIMUM PANEL, LENM 'TAPCON SOLID -Set PANELAW FEW" IS PAMIELMM PLUS ZAMAC-MAILIN N a INV 1— ZAMAC-KMUN -IN g 3k 10 00twit 3k _X6 IF 10 %Xm it * To vommm mam 70 t4S, -45 ir 17 13. is- 17 is- I r 13- is- is, ir le I 00P) OR LESS +46. -45 Its, -55 13, 13: 13, Ir Ir Ir Ir f'r (TOP) OR LESS 13: ir ir ir iar Ix 13' vy ir Borrow :1 �( -73�- -Tr- -13- 1 5. Ir 13, wr 13' Tr Ir --.L I 3� it Ily I (Surra"I i3K_ Tr 43, 13- Ir T3* 13" ir Ir 2 (top) ly 7i;_ �jr� _ Ir Ir 13- Ir IS- - I I t/2' 2 VDP) -i.3L- Ir _2�_ 11 41 3 3 L3, Ir r J — 2 (007TONG 4'. Ir Ir Ir Ir 'r Ir Ir 13* Ir 13" 11 1/21 2 (6011104) I Ir _13 _ 13. _ Ir ly _L_ tr _1.:_ TY _1:_ is, � Ir — ir is Ir 1-66FT- — Ir 1. 1. il 1Y 13" 13, 1 I/V 3 CIOP) 2 1 /�t' 12 Ile 6 1/4' _110 T I�LY' I _211r 6 1/4' 6 Ile 3 (BOTTOM) 12 I/r j72 1/2' 6 1/4^ 6 Ile 12 11r 12 t/2' :_ 1/4' a Ile 3 (GOT70M) Rr w S* 7 A (TOP) 5 1/2' a" 5 I/;r ar 71 12' --- a' 5, r _W 4 tFOOP) __ 13' ilt" _�:_ ir - - Ir __n_ ur _�_ 13, _A�_ I -A, _::�_ 13r, - IF- ir Ir _ I _*' is, 6 (m) jr - 4 (Borw tl* Ir Ir Ir Ir 13, sY I I t/2'5 _/v CTM Ir is- Ir ir 14' 13- Ir ly IT —IF (BOTrw Is* 13, 0" ir Ir 13* Ir 13* 13, I 13 ly / -Ti�- -:1E K=. 73_;"_ -�F_ I r S. 3 IV 13, _16-1-14i a (TOP) _(SOT11711, Is* Ir 13* 13, is, Ir Ir Ir 13 ir tr 11 1/v a VOPI le Ile e r — 6 t/e _0 -11-e ro ( _w" _5 _1;"3r7_ V Ir 101/2' Ir 7- 13, v 7 1/Z 51/2 13* 4 1/2'11 (TOPI >51--w TO 14- )3* 6 is' Ir Ir — _t� m 9 a- —Ir 0 1/2 Ir 9 1/2 Ii 1/2 1 1/2 I_v 6, 1 mmw) 13* 7 1/2' ir Is* Ir to, 13r* to- IT- ir sr 6 1/2' 1 (BOTTOM) Ir 10 1121 Ir 7 71/2, 51/2 Ir 4 1/;r 2 CIOP) 61 Ir 13' 1r a Ilr 9 ITIt 1/2* 3 Ir Ar qT/'q 13, "/2 to I/Ifl 112 "31 7 1/7' 13' 13, 1'r 10, 13* In* At Ile 2 (aarmol I:r I I 7 _1/_2 9 1/2 to 1/217 1/2 73' it Ilr _(SOT11w) $ (W) ir 7 I/v 13* Is* I�r' to* 13" To* -1 w Ir a Ilr 3 (TOP) t2 1/212 -i-r- Ilr Ile 6 I1V 12 I/rIS I/V - 1 - 6 1/- 6 1/4- 3 (90170M) 12 1/2'72 1/2" 6 1/4' 6 JJ47i 12 1/2'12 1/2' - 6 1/4� 6 Ile 3 (BOTTOM) r r S- F-11-F 71 r 31/2 L I I/r 3* 4 ovn LI/2- r 9" 6. ___ 7" 4' S' e �4 1jr 1/2- 81/2' J' 4 (TOP) S* _jL_ - I —1 _ _.' - A, __ _ __F_' _�3� — _ 5 11F _ 7 (BOTTOM) is, 71 Ir 1Y iar a 1/2' 13* 9 v. W IT 13" a 'Ir t3* Ir 7�0� _13;__ 11 '4 1. Ir 1217 Ir 9 T/7- 13- 0 4/2' is" Ir a ItIr Ir Ir Ir to, Ir 'w it' __� L, 13, 16 11ris (Wrmm) 13- 1 172. Ir r Ir 1 7 17FIS Ili Ir 1 13, 1 1$ 6 1/2- 1 IC2 13' r1a 16 1/2'16 CIOP) IF ) 0 1 0 1/4' a 1 6 Ile suelsim'Jo TT= SEE shmEr -it to Am"" TIM A, SPACINS Fm WALWIDIS wm "m "ONE SCHIMi" "A" ANCHOR SPAM" AN 10"M WOE DOTANCE AM INOMAVED ON Ult� SCHM" FM ED. USS TWA 40CATO ON IFPd!OkU ROM ANCHOR VACM Pf "WIM SM064 SilOOMN M FACTORS, FOR TIM GPM 10 BE PO RE SWAG Mo rA%Oe" ogaw SNMLNQFS LESS, TIM 4"W SFACOW INDICATED FOR ENOff ANOW TM ON " SCHEOULL ANCHOR %VWN I sousi-stri, c".v MINIMUM Amm" 9404 0`0 4 3 3 I Im j ta 00 4 tII --- I ="l ommOx ',,,r 4 moom CEO) FACT" Im SPACINGS ONLY VALID WHEN SPACER IS QSM SEE #I MR riz DESIGN WADS & MAX, PMEL WHI 5 USED. (sa, SECTIONS &ALTErmums ON SHEETS 13, 14. is r Nil R-lAlft3. R-2A/13. R-SA/14, b�R-19/M R-29/13, 9-39/14. D.W(j), *R-IAW/16, R-2AW/15, R-SAW/16, R-3M 4) or (1) 7 0 0 0 0 0 u" is A AV). OEM I= "m PANEL. LIDOW 40 PSF OR LESS 61_5* > 40 PSF TO 50 PSF 6­��* > 50 PSF TO 60 PSF 5'-W A MM. PANEL LEN" ARE ON§ VALID M INSTALLATIONS W/ SOLID SET ANCHORS SPACER AT 12 Ilr OiC, S" MAX I* WL PANEL I SS� SOLTS W I OVER 7, REGk tAR STORM PANEL i 1 - ---------- ---- -- LIFE SMwWFEFY M PANEL 1 ___; --- J- -0-2C .' i 1 1/4 �l IN$) 7! 4 A rLTS -4 A OVERL - ------ -, WICHES w-s-w— L. -- ---- � ! l 0 FE SA!Eff- .1"ON u 1 - PkNJEI_ 130TTOM,. W l t �0 V-S' 0 +40.1% (WI ONIERAP MID FAHIL LMN SOLT) --------------- T-W a +50'at -54.0 PAX 7447 (W/O wERLAp MID PANEL UN" BOLT) -r WK PANEL LENGTH USE 2' AT ALL MOUNTINGS L12 i -WMAP-' OVERLAP - or LEFT PANEL _WIN0 RUT AT RICK Pi 3 t INSTALLATIONS ONLV VALID FOR WIND !�!i i R-Wi3i� R-24/13, R-30 4, L*R-JAW/15, 9-10/13. R-29/13. *-30/14, I SPEED UP TO 170 m.pX I 4-24WI15, R-3AW/16. R-28W/15, 9-30W/16. (SEE SECTIONS & ALTERNATIVES ON SHEETS 13.14, 16 &IS)-­ T/4- MM� W LIFE S ST-QRM PANEL (D ELEM10bi (t) 7T -AFEIY SCALE Ile.i* REGULAR STORM PAN& (MIN WAIM it REGULAR STORM PANEL VAX. 6 LIFE SA*� PANEL Rr. FLORIDA BUILDING CODE LNon Koh Visix, city NU Icane Zone) ........ wirm W. 24 GAGE CALVANEM STIM STORM PANEL I - DOWN W, ;��BAL PROTECTM PRODUCTS, LLC. I :ANN, $E9T10N A —A 4w'. 51 strur rL M31 $CALL *dow- QW4)W-7b-% FAM 0.54)OW-M!, _-T X� j 20-175 014*44 0� INH&LA110t! DETAU EQ8 LIFE MEETY PANEL IN10 YLOOD S RUCTURM i :Tj "T AMR HEADER LEr RED _1/4 -0 jAtCT C. IXOR V . ON "A" O.C� 114 Ile WAY L A IF I kM-Z-9 ' E) 4L GLASS NZ Fait, Pon -7- IT Ulm Mo. I _T_ PANEL LOKI" I, ­_ �11.111 11�_ Pfi#a LENGTH I I Mai, a "Ll law,, (SEE ELEVARON 1 (SEE ELWNCM 17 PANEL LENGTH! 4 U PANEL LENGTH 11 ON SHM 12) ON SHEET 12) il ( a _T_ SEE EUVATAON IT It [ON 12) ON SHEET 12) 4 i L/2 QLASS, 4 TO aukm T V -AA) REQUIRED wow ,A! PLATE -ARCHon 0 r O'C' O'C' 14�0 EAPOON VIACOM w/ Mo Snoo REQUIRED -ANCHOR 0 w D.C. '*A* j v WOOO L r ftlaw R- &SWPFR NMI E&H JA%m WALL NQURTMOS """10 * '� SCALE 3/8-l' T144 ............ . FLORIDA BUILDING CODE .(Ron HION Wool; NU Cone Zone). tam ittlom m KK 24 CAGE GALVAKQED STEEL STORM PANEL 1. INSTALLATION ARE ONLY VALID FOR AS.D. DESIGN .4067 O1VW IN. PRESSURE RATINGS (P-s.0 AMC PANEL LENGTH$ AS PER ELEVATION ON SHEET 1Z STATE I 11LIECOjac, GLOBAL PROTEMN PRODUCTS, LLC. Z FOR NEW WOOD FRAME CONSTRIJOTION; WOOD 41 siw w MEMBERS TO BE SOUTHERN PINE No 2, W/ SPEC#nC 20-175 IkEy=4 tal- PTIONE INKNOOL 75.14 likk (1134180 DENSITY OF 0.56 OR EQUAL --- oftwile tm�' I ww§W�' 44" /MTE I "W" 16 N Is (VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS I THRU 6, ON S14EETS 4 5) MOL A.&D, DESIGN PRESSURE unNo (P43�) MkWUM ANCHORS SPACING FOR MIN CD PER SCHEDULE BELOW 0 , r * SD DES" P74ESSURE IIAMUM ANCHORS SPACING FOR NOT ED PER SCHEDULE BELOW APPUCAKE Tu sEcrim MAMUM PANEL Loam v (to TAPCON SOUD-SET FENAII ID 1 I AC NAmuN ZANAG wx-* � TOWN SOW_= "ORWIE PARIELMATE ZAMAC-XAlUN 'w"Ir m I'Am TO WOMN&N TO corAm uz TC To 7 TRW OF >-W, -65 To +75-75 Ir Ir Ir 1 13* tr Ir 13* 12* 13, to, I 00p) V-S' LE'S "75� -75 TO tt-1116 13, s' 1 13' IT] llr t3' 0 1/2* 13' 6 1/1' 7 1/2' 5 1/2' Ir Il:r I ITOP) I W-G^ ON LESS it, IV Ir Ir ir I r 13, to* I tMOTTOM) Ir 01/2 -1 13, 1 Ir y - v 13" — 91 10' 7 t/2" Ir w I (BOTTOM) '3. ir Ir Ir Ir Ir to- F(—W) 7F_ 51 Ir 10 I/v 37 V_ Ile IS" TI/V'51;F'TW1 n�_ Ir —13" _- — 7= !I IF, Ir w 2 (BOTTOM) T* ir I;r jr 9 I/r 13 y 4 11r 2 mmm) Ir u, Ir 13, ir IS' Is" Ir I r to' p cw) t3r 7 ky r - 1,V 0 1/2* 13- 9 IIV 10 Ile 7 1/2* ir w 13 (w) 121 2 Itr 1,11* 2_2�T 12 Ilr 1 1/4" 1 114' 4 (BOTTOM) 12 1/2,12 1/216 1/4- s TIC L2 Ijr 1 s/47 6 114 0 114w 3 (BOTTOM) _:�_ 112 �w) _K_ r j_ L/:� _2:_ /2- 1/2 �k 1/2 err 0 (TOP) S* - a. ­=_ Z_ a 1/9' 51/2' 7' 113* 1 3L 13- 12- 13- TO- 5 MIP) r a I"r 'r ir Ir IY 9. lo, 7 1/2' t3" a, 6 (1) ' 1 3: 3 3. 3: is- 13. Ir Ir To- faOTTOM) 7" 13, 137 Is, 9 i/r 13, 91 7 IJT V3' 5 (sorw) :11!3' 13* 1/4"s 13, 1�0 IL 4 Ile r 1/4" a ii; to 13 6 1 101-15 01/4 0" a (wit'-) T/2' ��:_ . - --- 1.1a: 6 1/4- 0114- a - 114 5 i1V 11 IROTE-) 7 1/21 I:r I Ir Ir For Ir to" 11 L Ir 8 Ile I (TOP) w--r To w--r 1 1 r Ir IQ I 77 —17 -ai?F I r 5 I1V 7 1/2' 5 1/2'1 JN� 1/2" 1 (TOP) TO r-ts, Ilr 13' Ir to IIR'l Ir o I/v I Ilr 8, 13rp -r I (scorom) - 6 1/2 13, is, Ir to* 7 1/2* IS' v IT (aiarrom) I/r 11 13* Jcr I w to, III e 13, a 1/2- -r- Lo IL2 ir 6 Ile Ir 5 yr 5 17/r 2* S Ilr T _i4_4 Y�. 13' 7 Ilr Ile ir '3 r Ir 0 /71ff 2 mrom) r 7' -2r-, cr Ir Ir 0 Vir IF Ir i/F FO Ilr'� 1/2' w 1. 13' 1 ir 13* 10 1/2'1 1W 11ril 112- a- 13, 7- 3 (w) 7- Ir 13, ir 0 1/2' 13- 9 1/2 - - 10 1/2' 7 Ilr 13- 6. 12 1/2'IZ 1/r 11/4' 6 1/4' 12 1/2' i 1/4- - 3 mr_mm� _!L_ 12 1/2* 12 1/2' 0 11, 112 Ilt 6 Ile - - a Ile 3, 'Ar a- T crop) v S 3/2* 7- IT 4' 4 1/2' V 6 flr 2 1/21 4 ITOI.) ir -2. a" 4 ISCITTOM) 5 t/2- - 51/2- 4 160110m) I.V 7 1/2' Ir 13, ly to Ilr IS - - �Wil --- I/P a 13 - 1 '� '­ 13, ir 13' 1. la, 10' 7 1/2* 13' 6' 5 frOP) 13* — 7 1/2* — 13' Ir Ir 10 1/2- 13� 1 1/2-11 V 13' 7- 15 (BOTTOM) 13, Ir 13' 43, I�rjll Ilr Ir I TOP) Izr NIti)/2' - - - 1/4- 'i' —1/c =' = __ 1/. 12LK IT SEE %W I I MR w4c"Oft FITE a 5Pww OWAUATOG NATO woft FRw EvAmm , WkVUM MCI" V4005 AM MPft* TOM MTV= ARE Oagii= ON INS SONPUIL IFOR E4 un TIM 09KAM 04 !Ictmu #m= ANO!"Oft mcm at "Ift"NO, VACK s"Oft ON WKWAt Of FIR IFOLU)" FACTORS MR TWIT QPOFKWN To N POSSWILL -=Um V#4" mm" UNING fwrw wou Mu gr I," "AUN, 044wo VAW'A= "A EACH ARMA 'WE ON Ton SCHEDULE. vc. - —i pw�l =1 T 1/4 Ammm TYK - nNNk. - -!/4:* WOMAJU ANCHOR SFAON4 fkl) 3 - - - - 3 i/r v2 --"- 0.) --- "'r I Acm am "I�S Dj _( $PACINGS ONLY VALID WHEN SPAMR(JD S ji FOR I DESIGN LOADS & MAX. PANEL LENGTM WHEN SPAM IS 3). A lg= ETMED CONICAM OR REOUIREO� UCTM R-1A 9 REGUM PANEkS W&L6mNr4 AS10. DES" LOAD VAX" PANEIL 40 PSF OR LM > 44D PSF TO 50 PSIF 61-2, > 50 PSIF TO 60 PSF W-10" A VM. PANEL LENGTHS ARE ON iTMALLATIONS _i_Y VAUD FOR W1 SOLID SET ANCHORS & W1 Qq SPACER AT 12 1/2- OX. INSIALLA110N r2ML$ FOR UFE SAEETY PANEL INTO POUREQ CONOETE OR ONCREIE BLOCK STRUCIURES 1/4-0 TAPOO! .... . ... ... ANCHOR 0 2 D.C. CONCRETE BUICK REQUIRED AAX_ LENWH EVAMON ET 12) SM IIHEITS 15 k I* MR ANONORS A"" rfK & SPAOM FOR OM4LAIVO 10 W upcom *= FRW DAMM MNMUN ANCHOR SPACK45 AND MINMUM WdMK MOM VA0010 0.) 3 ."w"wimi 3 ma wm= ARE MOM ft INA, SCHIODULL fog E.01 ='*" oarAm ON SOVEDULE mum Now SPAC010 mAimseA) owitioe, ft* o") 3 w OUOIFILIV4 SPACING, 311OWN ON SCWJ"E By THE FOLLORM FACTORS AMUIL NE INIONCE FOR THIS OPERATION, TO BE POSSIBLE REDUCED SPAM OBTAINED Usm "Z" SHAU11 NOT RE = INw MR AKWA nK ON THIS SOmmum Ln r/ E,.- E.Ol. wo ms 0 12 170,c, :,-1/4'4 TAPCON /4-0 ANCHOR 0 0* O.C: EMETING POURED CONCIRM OR -tucom BLOCK REQUIRED. smok. 0 REWLAR PANELS WALL MOMNGS SCALE 3/8-1- OR BLOCK - MAY 6' PANEL LENM t (SEE ELEVATION ON SHEET 121 TAPCON CC. CONCRETE I'm INEALLAT19N DETAILS EQR UFE SAFETY PA INTO W009 SIRUCTURES _rD HEADER Ou RED % A 4' Ctq I MAX. It PANEL LEWN PANEL LENGTH (SEE ELEVATION ism ELEVATION ON S"Eu 12) __j ON SHEET 12) TO GLASS It f EPARATI DNL--- EQ. WCOO 1/4 -0 Pk&UM1E PLUS REQUIRED ANCHOR a Iz Ile O.C� WSAWM S"UUW a R SCALE 3 FLORIDA BUILDING CODE (N 44167 on High valoolty Nu one Zone) n0soo W_ FX 24 CAGE GALVANUD SIM STORM PANEL TIMM toil 1. INSTALLATION ARE ONLY VAUD FOR MAX. A.SXL STATE OF DESIGN PRESSURE RATINGS (p�s,f PANEL �40A GLOBAL PROTECTION PRODUCTS, U. LENGTH$ AS PUT tLEVAMON 04, 112mr, IL ow - I "l ... — 4, 11LIECO twir, a, STFw At - l I � ­�'. A. =14 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD NAL I — . _-; 20-175 PINE low "m MEMBERS TO BE SOUTHERN No 2. W/ SPECIFIC P" 060ow-m DENSITY OF O.S5 OR EQUAL PL . ------- j .1114- C/) > 0 Q) c- (D CL c- En M -0 W cn 0 —cz cn 0 0 (D 0 0 -1.- LL. C) > -0 E 0 0 C_ IR c%j LAJ CO LL. cmi In c'j cu E C, co (3- 2 U) cu w < z z c- cn U) SHEET NO. IS H 1 .4. 4 +EZ1W/IB ANCHORS (SEE SECTION UZI & ALMOIATNE MW ON SMEET Nsn. M"� �_*SFE NOTE 2) 1 2' I-T., t/2* /161. ALOMINVO E INSTALLED AT EACH OPENING SHAIL ALWAYS 8 E 11/2' _1 -6 1 1 �7 011 1,MULE TO FXILTATE INSTALLATION IF IMENOM ON! INS Of OF STIMURE, rl� WF� AT M� d MW s BOX _T T -Ul- E-Z HANG WORM PANEL SYSTEM PANW _T U 2QOO CrNU 4 1 (INTERIOR (I". 8MCISTENE OFSPRANIEL + Cont- TRACK-- TOP & BOTTOM. ELI (INT RIOR PANEELI (IN7ERM PANEL) (ENND PANEL) SEE NDTES 2. 3, 4 SEE NOTE S 31 (2), END OE ONNEWED TO BOTTOM TRACK OTHFR`111%*P11 roll- 91�14ALL BE PROVIDED AT TOP Of SUCH 'ENG') PANELS. 1- 1114- Is r - 1 46.1.11 (3). IF END PANELS &RE CONNECTED TO BOTTOM TRACK, CONW(TION L � I __ I SHALL CONSIST OF 114"0-20.3/4' MS. W/ 1/8"0*3/37' WiNG ANELS W/ 1/40-2N'* NUT OR I/ ox3WI04" Win. THUMBSCREW INTO TAPPED BOTTCM W a fA OVUILAP TRACK. T�O F FASTENERS MAY BE AT EITHER OF TWO %goha (SCI, EXTERIOR FLAT PLANOES Or END PANEL. SO% lot (4). 94 CASE, THAI ENO PANELS ARE NOT CONNEMD TO BOTTOM ITACK (I- A STOP SAIR IS ONLY USED AT TOF) AT LEAST TWO I I PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS ITFIJIT INDICATED ON NOTE (35 ABOVE IN SIJC44 CASE. CONNECTION OF J, JJ L -,J_j_ILL_4 LJ.J.1I_.L_1_J_L_,L I PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL I.00ATION. _J_ L-1 I _j SEE NOTE -4 L "On, 1. *11 t wSTALLAT'IONS ONLY VAJO FOR' WIND NOTE SPEED UP To 170 n SECTION EZI _RWNE eZIW ON SHEET a)- IYEIrt ELEYAJ10N FQ8 $ERIES ZQQO E-Z 8ANIS SJQRM PANEL. (1) SYSTEM SCALE: 315e-l' 04 MIN aECTION A=A FLORIDA BUILDING CODE (Non High Velochy HU cons Zont) WC, Z4 GAGE GALVANIZED STEEL STORM PANEI. ly.w� 'a' T-10re _C_0__ STATE 0 GLOBAL PROTECTION PRODUCTS, U.C. 4600 �w M S"M 20 '0Z -jag Ndft& ENGINEERING E:t4i3tNE:r_fvNm ExPREGBO PR13DUCT EVALUATICiN RrPc31zT September 75,2020 Application Number. IZM9,1 - R2 F�K project Number. X-31543 Product Manufacturer. All American Shutters and GIs" ManufacturerAddress' 150 Doane Road VIAM Palm Beach. FL 33409 prckaict'Narno & Dasooptlow 2 t Storm Panels LZOM11 ORosistard Scope of Evaluatton., ThIS Product, Evaluation R rllstmiftg,�sui Jn accordance with the requirements of the Florida I Ret oepsrtmern�of Business, azfofmsion a lion (Florida Binding Commissarn) Rule Chapter 61 G20-3-005. F�KC., for statewide acceptance per Method Itit). The product rioted above has been tested Ordfor evaluated as suimmahzed herein to show compliance with the Florida Building Code Saventh Edilion (2020) and I.E, for the purpose Intended, at least equivalent to that required by the Code. Re-evoluation of this product shall be required following pertinent Floddis Building Code modifications, or revisions. SubstarWating Data: . PRO]DILICTE-VALPAITONDOCIUMIENTS EX drawing #20-31643 Otled '24gs Galvanized Sleet Storm Panels (HVHZ It Nont Wzy, sheets 1 -5. prepared by &soaledlby FrankSennardo� RE. Is anArtlegral part ofthis rVatuarm" Report . T_EST REPQRTS Uniform static structural performance hits been tested in accordance with TAS 202 test standards per test rapDrt(s) *ST-ASG-17-M by Slackwater Testing, Inc. Large inkmAle, Impact resistance and cyoft loading performance has boon tested in accordance with TAS 201 and TAS 203 test standard$ per test repodis) #ST.ASG-17-001 by Slockwater Testing, Inc. * ITAU RAL EfilGINEERING CALCULATIONS Structural singinearing calculations have been prepared which evaluate the productibased on convarafive and/or rations) one" to quality the following design criteria: 1. Maximum Allowable Spans 2, Minimum Allowable Spans 3, Minimum Glass Soparation 4. Anchor Spacing 160 SW i2T4 AvENut SVJTE 1,06, PeIiRFIELD BEACH, FLq,%LOA,33442 (954) 354-0660 1 (066) 396-9999 TEA14@EtiGtr4EFItINGEXPRtss.com 00GINrfR1NGEXPRESS.CqM WANWENGINEERING Page 2 Or2 All Amprican Shutters and Glass - 24ga Storm Panels No 33% increase In allowable stress has been used in the design of this product - Separation from Owing Is not required for installallonsOulside of wind zone 4 and essential facilMosr Impact Resistance: taige Impact Resistance has been demonstrated as evida"Ced in prevIously POW test report(s), and is accounted lot in the engineering design of this product. W7nd Load Resistance This product has been designed to ossiat wind loads as Indicated in the span sichodute(s) on the respective Product Evaluation Docornern Om, engifirearing drawing), Installation This product shall be Installed In strict compliance with Its respective Product Evaluation Document tie arigmeedrig drawing), allong With all Components noted therein. Product components shall tie of the material specified In that product's respective Product Evaluation Document (i.e. engineering drowino). UmItarlons & Conditions of Use. Use of this product shall be In strict accordance with the respective Product Evaluation Document fLe Engineering dravving) as noted herein, All a "'n' *"B's " be designed to resist oil Superimposed loads and shall be *to material fistedi'lhiB plir .0d!1=uaEp.chvh a'anchor schedule. Host Structure conditions which are not accounted for In ft product's respective anchor schedule shall be, designed for on a site , -specific basis by a registered professional engineer - All components which are permarientity Installed shah be protected against corroolon, contamination. and other Such damage at an Itmes. This product has been designed for Use within and outside the High Velocity Hurricane Zone (HVHZ). Respectfully. Frook Berinardo, PLI EN61NEERING EXMESSO 4PP0046549 I Cen. Audi. 9885 160 SW 121- AVENVE SUITE IDS, DEERFIELD BEACH, FLORIDA 3�442 (954) 354-0660 1 (866) 396-9999 EisaINFE SING EYPR ESS� COM 3- W, vm-t", T Y T M SRI irl� P. I TP; k Z, s N _T �AX V `FC -.0 0.. SECTION, ILI� i;iL Z 19 4, 0f. WA1.1 ,�3100 H=w gn, 7 -4- - till 4A, "EL L 71 T _7111111'1�11�'�� 20-31543 /,/Or PAM UNIMPOWN X � Z". .1w _i� IIF- 414 x& �'wwO_ IMMLLAUQN DETNU FOR E-Z HANQ STORM EANEUD INM 20090 CONCREJE, CONCkEtE BLQQK AND W-QQD STRUCTURES -1 /4'd -DAPCON CONCRETE aw" /I ANCHOR 0 12* O.C, REQUIRES, HEX HEAD TEA WOOD HEADER % REX TEX �,=Ap.co,Nr J_ ­W FROM ISM E& Min, L 1/2" Lj, L L AIJ? 0 A IM11..? A, Vv 10 CIA", =ON E.1""'U. POP It RIVET W-O* 114*1 MAX, a PANEL LENGTH PANEL LtNOTH i- - --------- __01 kan, i -110 Tft_ I THUMBSCREW 50% CLASS- '0-200* or V 7 TAPCON 04CHOR 4 a 12, OC� I1C# TAPcON 2'�,4' WOW ANCHOR 0 12^ O.C. CONCRETE BLOCK _L_ ji REDUIRED REDUM, WALL M Al MM rzjW SCALE 3/8� 1 SCALE 3/8-1- FLORIDA BUILDING CODE 2LOn High votocty Nu If.,. Z.,.)l .441 1. INSMiATION ARE ONLY VAUD FOR MO, AS�O. DESIGN 24 GAGE GALVAKED STEEL STORM PAKL PRESSURE RATING +/- ADD pict, AND W-13' MO S 111TE GLOBAL PROTECTION PRODUCTS. LLC. S.7 , 1, 0 PANEL LENGTH� $. 4 Z WOOD � TK= 2 FOR NEW WOOD FRAME CONSTRUCTION: MEMBERS TO BE SOUTKRN PINE No 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL oftw`M; &I is W ALL AMERICAN SHuTrERS AND GLASS '249a dALVANIZED STEEL STORM PANELS (HVHZ & N.DN-HVHZ) Too __T (LOCATION MAY VAR" IA I'EN L OPTIONAL, 2D STITCH VW14"I'l-NASHEREO oLIT,34111T$ FA5TENEO,8 'SPAII I'll MO."OO."AOT17-IA N TAB A 'ib A VERTICAL MOUNT ELEVATION r_2'�\ (NOTCHED PANELS) ,\,I �LEVATI74 N'T'a" ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE- �AAZAII� PA14RS MINIMUM STORM PANELMI'ARAIJ04FIROM GLASS WIND ZONE 4 & ESSENTIAL fACR"IM) I MAXIMUM I DESIGN i ALLOWAALF iNSIALL nONStESS _iNSTALLATIONIGWATER SPANgmo.) THAN 3VASOVEOFAM ?MAN3O'A%0V`EQRAOt b.06 In I in -F45 6,06. "/'so I i3ov in 6.06tn 1.16 in 2�3. 1,64 I_ 432n -21A. I, In &A3 1. HIGHER LOAD. GLASS SEPARATION NOTES: I, ENTER SPAM SCRMULE WITH POSTITtEDUSIGN LOAD TO DFIVROINE NIMUM ALLOWABLA SEPARATION FROM THE OPENING TO BE PROTECTED. 2- SCHEDULE 4$4EQUIRIED FOR DOE WITH POSITIVE LOADS OFRN� INITERPOLATION BETWEEN LOADS is 40CEPTAOUE OTHORWISE USE NEXT HIGHER 426. LO AO� I FOR INSTALLATIONS OUTSIDE OF THE KVHZ AND OUTSIDE OF r5SENtIAL FACTLItIE5. IN ASTM WINOZONES I THROUGH 3.�ME GLASS SEPARATION SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING 15 ASOUIRED. ---"A X MAXIMUM AL1LOWABLE I DESIGN PRESSURES: FAS WTW IN DESIGN DESIGN marES:_ I SE�TULES POSITIW MD NEGATIVE DESIGN PRESSURES CALCULATED FORASE WITHTHISSYSTEKS"ALL 59 DIERWNED PER CE SEPARATE ENGINE,%NG IN, CORDANCE %TH THE GO'041' 'COD I "SEEN SNASCHAPIER DET T* EIN WRONG PH 7TA D WE OF 5 WRMA BUJUDW CO-E,_%A11 BE LESS THAN 'OUAL WEjn.TUVEES IaIISIE IV1E�D5F$QI OAN, T G URg a TO ER N ASSEMBLY AS SHOWN. _7DAN R HAS BEEN U&IHYIN,THF DESIGN," X. THE AR1'11'rVF4r'FNb1NEER c OT"216111MAOCT S0I`ffASTA1fCTUiWWJrK WMM'47 S F;RtSTWI JIB I� j IGN FOILTHEINTEGRIT H C Z�OFA $ 5PERMJTTINGtgTRAC,W, "ALLIIAII�1111 SIX tALiic,�,4EEh �RIKGsHA �SEI, RTEj C C. s h U_ EK u#TO 114 5 H "I A' MAY ae kas=,"o &,.Zl F0R1ft1ST=ZG1nC1W1T11 I TA MO 11 ITIDII%TA�1201,11(1114 A&IMW 111,11.110 1: LIJ 0! 40 PfS T� k a . U., VISIT ECALMICIMS-43 rnj$f MINIMUM ALLOWABLE SPAN SCHEDULE V-:-/ kALL PANtLb) UM 11111MIM1111MI� KEA L QJ INTERIOR FASTENING DETAIL I WON � WL U­ t,G�DMWiSTAY­ IN �OMVVI� NA M (in I II �.2.'Sa I--� zq fuI, X C "'A" 2,150 , u4­. -0 OD94' Bull 'N B - I IT1,1aA T 694 TYPI -Li 1-4 -,03 bo", La,aul C, TE, i �.� ;�­ T-4?i 2 -42noo TYP� %r. HE*IiEfit gd-PAR t��qE &=Lffic'F L _�.38V' MAY PA b, 76' 0 510" 1 .1 1 11. ;,, D.37S g i eRAG AS %19 1 I'MO LS Ctl ,# 007' Lr;NV! ­114TT Qi 01 cl,110.� 11 97B`PANEL LEG VIAE�TIDN T- a"S', 3`D51 P, '95,� TRACK -F- Axz�-- Ing, M ;rT A LD 11 3", 4T I: a A- ILI "F'ANOLIZ. Aplbl( IEXIEN R .OVERLAP _,,_C 4'MAK - CDMIRCLOWAL� MAIL .251, MAX. Q. .2S' MAY. MAY, 1% rf,­r, 77 uj 8 LD T D)L - A 101 IU: I 4K 0 EMBED 1.6110- OVERLAP IS" MA)l IN M N' U 4MAX, - MIN, KrY V T 1�� 0 1 ud-, ANCHOR SPACING 24 GAUGE RAWIS, PANELfASTENERS �EMIMEUKMMMMMM SCHEDULE: 9 t2.V OC 31V' MIDGE 01190140! to 3� j f !� cl ENO= Ay.p.... a cz M C4 C2 CZ C� .4 C4 V4 "W� 33 411 6 36.0, lqo. 10'T AtIL 10,0' 16g. 7,5�, 14,1" 1,1" 12.5- 1"' 11, ' a6.V­16;,4- 6,7'� 1�; JA_IT, ,4LT. 6,01, EMR3M@RTWMaEM EMEM 6 33 41 46 -.- LZ.V' L-1,5�1 U.a'i4,%' 1101 12.59 10". 9' 61 16.11' �.T' 5.6" jo.? -. S�:- 1E. IMI�EMM MMIM�Mwmmo I 3s TM CRIPTF�' 41 40 7Z 1.11VI =1�11` 1011 tl.s" I&W, 1610,111, 0, : lg� 10, 11. ma. %i­ 12_5"15,ar, 1,21"S,i 12,5' 16,011 16�O iS.C., 9,2,1 WM . I 1 R.L': 91V 12.s" I �71 �N- wi; 61(K- ift, JZ.W Lq�%" En slim eii� 23 4. I10P NIAC izv- i6lal a 1. IZ151. 15311 1Z 3" filo� Sri, 4,7` 4.0- 12.51' �, _25'r -U. 4.7" 4,D" =Z05III MIZIM Millimma=MM IMIMEMEMMMEMM11IM111EMEMIXIM MMMM".2mm 115131M ANCHOR NOTES: I ANCHOR SCHEoJILr APPLIES TDA14-PqO%CrSCBZ17FIEt)�HER.EIN, 5UTOty1_YI'ROVJDES MAXIMUM ALLOWAALL ANCHOR SPACING, RAX171UM ALLPWABLESPAN5 AND PRESU RES INDICATED IN SPAN I5CHEOVLeSR-.U_ APPLY, ENTEFLANC:��5CHEDULr-BALSEDQN,?ANL'LFAS'TgNViE�SPACING,LTHV�xt$TTNGSTRUMURE MATE cT I� al LOTA,11AGI-61 IAN Z AL DESIGN T' " T' r "11" NC V HORT.. 57" D TER N "'AT S�M, WA LCADION " s� 1ANIISELIECTS BIA.3 III A SPANS 1-1 C NEcriON TYP BED N A 'PPi0=TEj:U G 00401TEON J,5EE MOUNTING DEETAIL13 ON SHNEE FOR iF 1, FIChTI&C M I TV T 2 IDEX 3, "PANELFASTENEW ARE MD5 LISED IN DOM UNCTION WITH ALL MOUNTING EXTRUSIONS TUDDED ANG ITC1 M 1ANE1_FA5trONFRSPAC[NG TAE&E VALUES FOR S ��TNQCIN6:. L. :. 0 �U`Ht_ADEIL� NpqrraNs) it ANCHORS SHki_SE INSTALLMIN PrCDWANCE'WrrH MANUFACTIJRERS'Rt�PPMqr:NnATrONS. 5: HOLLOW BLOCK HOST $TRUVVRE5faA4L�:ONrCRM TO COPALDCK, 6 MTNTMUMEMFttME!t4TSkiALLS�!A"OTEOfN ANCHOR EbULE, B� CONCRIMEANICkORS NOTED HEREIN VALLEE EMBEDDED TO UN-CRAC*rD C�NCRETE ONLY, 9 WHERE EYfST]AG STRUCTURE IS 'A"D MMING, "TTRG CONDITIONS M&YL My, FIELD viRly THAT FASTENERS ARE INTDAMWATF WOOD FRAMING MEMBERS, NOT FLYWOOD� FASTENING IT -, NOOD I$ ACCEPTABLE ONLY PC , R SIPE CIL960 RE PIECISS� WHERE ANqMORF FASTEN TO NARROW mctof�STLQD G,,FASTPN5R SHA+i-DE LQCATEOL IN CtNTEROF NOMINAL 2"X. 4' (MIM) WOOD StUD t,j" SD,�E- =E14 ACCEPTAkt PORWOOO FRAMING). WOOD STIJO 94ALL BC'%OIJTHERN,PJN "G.,.D,S.!iCR��PF�kTERPENSrTY,LAQSCREW SHALL RAVI!TFOLLIPS PAN HEAD OR HV HEM, IL. REMMABLE ANCHORS ARE. DEWALT PANELMATE,ALL,-POINT5 SOLID -BUTS ORASs BUSHING L2. MACHOIESCREWS SHALL HAVE IP- MINIMUM ENGA61EMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRIGS HEAD, OR WAYER HEAD (SIDEWALK SOLT) U.N.0 13, MINIMUM RABEDM24T AND, EDGE DISTANCE EXCLUDES STU,000 OROTH.bk WALL FINISHES, 14,= DESIGNATES ANCHOR CONDITIONS WHI04 ARE NOT A�CCLPTABLEusts� 15, * DIRECT MOUNTING C DNEYITIONS_ Is LINEAR-INTERPOLAnC)NISNWPt�8LTTEOFMU!�t:WITFI"�EA�C�iORSOI�iOLILE-.LISTMON THIS SHEET, 11/1 T/W mo W/ft/RNMEWN/M �M MM mom j2 -31543 "AaA PWRWM-- q`T_1011AL EGRESS PANEL DETAIL M FASTENING C_ Cn 2 > 2 C- _0 C:)- 0-0 C 0 " 0 Cn -t::� =3 0 -co U) 0 L_ 0 M = 0 .0 4- LL ,-- 0 CU > .cn Ln _0 ZO a) -1-a 2 CL M f =I, 4 mi CV2 C%j C=3 044 CNJ LAJ LID ED _Cz 04 ::I- CU Cr E Cn 0) a) C_ "Ifil"Ifififififia U) M 0 0_ 0- 0 C: 0 CL Cn LIj z z _j SHEET NO. SH 1,5.