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HomeMy WebLinkAbout36527 Flats St3 -v m n Lr) cV rn Cr C V) 0 m M 0 J N i m N v cn� 0 0 J co N i v cnn O rn C �L 3 CI a N v E H E v N G_ .0 U O 0 vl a� 0 a 0 0 J W N N N 0 0 0 a cV CV O N 43 Cn a m v AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ or ADJ. 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 BLK. Block BLWorBLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir, Circle CJ or C/J Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit GOFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONN or CONN. Connection CONT or Cont. Continuous CSMT Casement CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DWorD.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EW or E.W. Each Way EXP or Exp. Expansion EXT or Ext. Exterior FBC Florida Building Code FDN or Fdn. Foundation FFB Finsh Floor Break FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Flr. Finished Floor F�,an] mopwfi= \■1��� 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 FIR DR French Door FRT Front FT or Ft. Foot/ Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or Galy. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HC Hollow Core HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior KNVALL or K/Wall Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry LAV or Lay. Lavatory LF or L.F. Linear Ft. LL Lintel Length LT Laundry Tub MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic MW or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Pit. Sh. Plant Shelf PLT HT or Pit. Ht. Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or RA. 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 Wail SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN or Thik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting UNO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERT or Vert. Vertical VL or V.L. Versalam VTR or VTE Vent through Roof / Exterior W or w Washer W/ or w/ With WA or W.A. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) WD or Wd Wood WDW HDR or WDW. HDR, Window Header WH or W.H. Water Heater WIC or W. LC. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proof(ing) WS Water Softener WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-08-15 2.0 FRAME-WAL REVISIONS 12-22-16 3.0 Al B1 ELEV. REVISIONS 01-04-18 4.0 2017 FBC UPDATES REV. 06.23.22 02-21-18 5.0 ADDED GRADE BEAM 150 MPH ENG. 03-29-18 5.1 UPDATED PER CITY COMMENTS 08-23-19 5.2 ENG. REVIEW FOR 150-C MPH 12-19-20 6.0 FBC 2020 CODE UPDATE 11-29-21 7.0 ADDED ELEV KLM PER C.M. 2575 Al B1 KLM INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET ----ems-- 1 1.1 -- MAIN FLOOR PLAN ---------- --- -- UPPER FLOOR PLAN o - ._..->---- �•a —"' Ul) 2 INTERIOR ELEVATIONS — o 3.1 3.2 F1 EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS FOAM DETAIL 4 MAIN ELECTRICAL PLAN 4.1 UPPER ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 MAIN FRAMING PLAN 7.1 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURALNOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS_ RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WIP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to 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. ca ®� Lt_ 4S ' Lag CG = E � v 2 yli�lUltfit/ f ,` '•• .177�S E •.� QLU CV 2 ,Q . 'O• �� 11r v F l,v 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. H W E O co 8 ci N ocu cr co � C LL Q C J ,W J LL u' W 0. —� a 0 Z c N1,31 V y N 0 o M J Z LO IL MZ aN OU 0 Z o W ❑❑ M e�- (JVa z o o Z N Z o d J — o_ N M z �Q) 1 l 0 W U � O— W S Jim U) JK U LLl J _ E U a c W E N O w M M z o Z U- E zo oo � yN <� Q � a w C o E X O �� ao <o 00 DO O, az C14CD L G �w i CY _ C O NU m� o O- ZF '< Z Q% J m W z rn N a o¢ Z aZ CL oz z r o 0r co v z< a r °3 =O 0 _ LOrn 8� is 00 co MO CM O y �, U m m LO T 0) Lfl I -0 a N 0 M N N � Lf') CN Q 0CD co r— E E M N 00 Z Z N .— E r d `m c a E U -J ¢ o JOB NO: 22-12362 SCALE : AS NOTED SHEET NO. C S c c d TYP @ 2 STORY J S6 H.B.t 43'-0" (3) 2X4 #2 SPF W/ (3)16d 1 TOENAILS @ BASE 7 8 S3 I AC PAD AC PAD - '- UP 16R I I I I I I �' I I I I I I 0 1 121 31 41 51 �il 61 71 19 10 - -- co - - - FLOOR G.T. lit FAMILY ROOM 42" SLOPING ALF WALL (3)2X4#2SPF 11 M -- -- I _ M CO 00 N _ o _ _ 8'-8" FLAT CLG. CARPET W/ (3)16d TOENAILS @ BASE 7, FLEX AO GG S3 �� FLpO G. . 8'-8" FLAT CLG. CARPET PLUMBING LINE T E N to - TO SECOND (2) #5'S ' X6 WALL - 5-SH oo FLOOR I o 2" DEER ____-______ L? T 16-43' 3 -8" 2068 B.F. I 3'-8" 3' 6„ - - -HDR AT 7'-4" 6-0- - - - - - - I (3) 2X4 #2 SPF W/ TYP @ 2 STORY (3)16d TOENAILS @ BASE T p1 �l �I `D O O O LL LL u_ FOYER ' i 8'-8" FLAT CLG. TILE44 4 I rn (2) #5'S r` B O 3068 r, 0 r / r@ o 0 in O00APPLIANCE o DINING ROOM ur) g'-BCARPET " FLAT LG PATIO co (3) 2X4 #2 SPF W/ iv (3)16d TOENAILS BASE 0 Al 2'-6" BUILDER TO PROVIDE PROTECTION WHEN REQUIRED PER FBC 2 CAR GARAGE (3) 2X4 #2 SPF W/ CC (3)16d TOENAILS S3 @ BASE - - - I D j i cv N I I j ; j i ENTRY 8'-8" FLATCLG. 8'-8" FLAT CLG. AFF I I I I I L_ _ 4'-0" 6-2" 6-6" 4'-10" 20'-6" I I l m 8o BEEYONDFWALLB2 0� CC S3 4'-8" 2x6 WALL VERIFY LOCATION ELECTRICAL PANEL kG) I I I O I I I S4 L _ _ _ _ - - - - - - - _ I I O I Qo I 11 W I ( I j 1 10 1 � Im I I Q ; ; 100 _J I IO Iw z I I I o v I I 'S -- -J L----------- I --------------I 36 36 3 - 3 I N KITCHEN 8'-8"FLAT CLG. 7 TIE _i____+ 12'-8" H1 11 2868 �" 24 24 REF. I - _OPT. _ L----- ---. I 2668 B.F. - PANTRYL_ 16" DEEP 5-SH - Q iv I I I N N J S6 TYP @ 2 STORY VERIFY METER LOCATION WITH BUILDER HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X251 S.H. 13 20X38J 184X3711 S.H. 14 20 X 50 J 18 J X 50 S.H. 15 20 X 63 18 4 X 62 4 S.H. 16 20 X 72 18 J X 71 J S.H. 11­12 271/4X26 26X25J S.H. 1 H3 27 1 /4 X 38 i 26 x 371 S.H. 1 H4 27 J X 50 i 26 x 50 S.H. 11-15 27JX63 26X621/2 S.H. 1 H6 27 J X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 7 X 25 1/2 S.H. 23 37 J X 38 i 36 4 X 37 3/4 S.H. 24 37 J X 50 J 36 J X 50 S.H. 25 37 Jq X 63 36 4 X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 4 X 25 i S.H. 33 54 X 38 J 52 4 X 37 J S.H. 34 54 X 50 J 52 X 50 S.H. 35 54 X 63 52 i X 62 1 S.H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd, or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090, 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir, per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" AA +29.7 / -32.2 © +29.7 / -39.7 +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 / -29.1 +26.6 / -33.5 O SEE SN SHEET Q 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 4'-0" AREA TABULATION 11131 11 38'-0" FIRST FLOOR LIVING 1093 AREA 43'-0" SECOND FLOOR LIVING 1489 AREA LIVING TOTAL 2582 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3044 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FIRST FLOOR PLAN - ELEV-B1 EXT FRAME 2 x 6 CONDITIONED CEILING R- 19 KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) L GARAGE SEPARATION I R-11/R-13 KRAFT FACED SCALE: %4"=V-0" (GARAGE/LIVING) C" C%J c co ®' LU CO c � N O cc +d d. GV `.7C c In fy.'.. �+ U, C .E a � '+ < ' 0�' C-0 '. IF k� FESSkO is II To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 W a E 8 0 UJ ��� m n� � N 0 ENO ik i NchV J c � W a l Z - a Y � O WW w � o > N tD m Z IL ILW in�°njO' w L N Z ¢ H Z N O U U O ❑❑ U Z N O o CD Q 4 a 0) M CA � o LLJ ® U O � N w o c w �N cn ra r- LLJ r- - E 8 Q� te, r- O co w M z o Z� d LL Q E o E w r �� U a= om �- 6 Nao X O r` 00 0 o� ww io = (� C - v z Y NUm m� O Q Z z J a D a z cn U O C O U � � <0 w W d� �G �3 LO O > Ln ai QLO CID � 00 J MO CM CTO Y Y T U) 0 U O I Lo co L.L. N O 0) C14 N N LO LO CN Q LO r CD E 00 N o M z E r a co a E U � Q 0 J JOB NO: 22-12362 SCALE : AS NOTED SHEET NO. 1.0 '•1 rn 3 m LO r- N LO Iv v 0 0 J M CV t N m r- L0 N L0 u7 rn� CO 0 O rn I N i Lo 0 Cr rn 0 c O 3 Q [ O CO_ E Ci L 0 c N v 1Z U C U v E a i a 0 U .S LZ N 0 N c 0 a N N cV 0 Q 5K C L REFER TO SHEET (ST) FOR MORE INFORMATION TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS w/ 1" NOSING Stair and Railing General Notes 16 Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 M and R302.7. r 15 2x6 BEAM Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by 14 SLOPED CEILING more than 3/8 inch. TO MAINTAIN 7'-5" Tread depth: 13 HEADER HEIGHT I 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 I greatest tread depth within any flight of stairs shall not exceed the smallest by more than 318 inch. 12 W U Winders: 2x8 #2 SYP JOISTS @ LANDING I Q Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the 11 @ 16" O.C. w/ SIM PSC N A35 Q foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread CLIP OR LUS26 HAN ER TO I <W depth of not less than 6 inches at any point within the clear width of the stair. 10 LEDGER U Nosings: I 2xl2 HDR, w/ (3) 2x STVDS AT W Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9 4° PLYWOOD @ 1: EA. END FOR BEARINGinches 9/16 inch or a bevel not exceeding '/z inch. A nosing projection not less than 3/4 inch and not more than 11/4 M2a LANDING shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing STANDARD (3) 2X12 ( r* projection by more than 3/8 inch within a stairway. T 8 STRINGERS W/ SIMPSON A35 A Handrails: CLIP TO HDR. I Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more 7 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 6 1x TREADS (TYP.) I continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly 2x8 LEDGER #2 SYP w/ above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety (3) 16d NAILS TO STUD CONT. I terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the Mb� @ 16" O.C. 5 HANDRAIL handrails. IGrip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater 3\ 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, 2 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, 1 porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have THRUST BLOCK SECURED TO openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in TO SHEET (ST) FOR SLAB w/ 1/4"X3 1/2" TAPCONS diameter. REFER MORE INFORMATION @ 16" O.C. 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. *=1N SIN CONT. HANDRAIL RETURN TO ��,WALL DETAIL. � iSCANTS SEE PLAN FOR LANDING DEPTH PLY SHEATHING OVER LANDING ATTACHED PER MIN. (3) 2x STUDS REQ'D77 GENERAL FLOOR @ END OF LANDING CONSTRUCTION NOTES BELOW HDR. BEAM. = 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP STANDARD 3 2x12 O 3 MP34 OR LUS26 HANGER ON STRINGERS wl 0 z EA. SIDE SIMPSON A35/USP MP34 CLIP TO g MASONRY OR WOOD WALL, FLOOR SYSTEM OR SEE PLAN LANDING FRAMING 2x8 #2 SYP (P.T. IF MASONRY (2) 2x HDR. g WALL) CONTINUOUS LEDGER REQ'D @ END OF a. wl (3) 16d NAILS @ 16" O.C. MAX. LANDING FOR w TO EA. STUD. ((2) 1/4"X3 1/2" STRINGERS TO TITENS @ 16" O.C. MAX. FOR CONNECT TO MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH 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 11 114 LVL 2.0E Fb=2950 H6 (2) - 1 314" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1 /4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X254 S.H. 13 20X38J 18JX37i S.H. 14 20 X 50 J 18 4 X 50 S.H. 15 20 X 63 18 1 X 621 S.H. 16 20 X 72 18 4 X 71 4 S.H. 1 H2 27 1 /4 X 26 26 X 25 J S.H. 1113 271/4X38J 26x371 S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 11-15 274X63 26X621/2 S.H. 11­16 27JX72 26X711/2 S.H. 22 37JX26 364X251/2 S.H. 23 37 J X 38 J 36 J X 37 3/4 S.H. 24 37 J X 50 J 36 7' X 50 S.H. 25 37 q X 63 36 7 X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54 X 38 J 524 X 37 1 S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 4 X 62 } S.H. 36 54 X 72 52 4 X 71 J S. H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 140C REV 10"1.20 CAR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-W END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.* THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS - SECOND FLOOR PLAN - ELEV-B1 SCALE: %4'=1'-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5, The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. 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" A") +29.7 i -32.2 rBB +29.7 / -39.7 Q +28.3 / -30.8 O +28.3 / -37.0 +26.6 / -29.1 +26.6 / -33.5 G� SEE SN SHEET OH SEE SN SHEET 40 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 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 1113111 FIRST FLOOR LIVING 1093 AREA SECOND FLOOR LIVING 1489 AREA LIVING TOTAL 2582 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3044 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) o c c�.ef cr) as -ss LAJ a� o m � ..C.,�pmX L - _ ca v y 6V S a? O Q sa ie d cocm .n N �- ,c � n �ettito pie ,tt4*1I� ���ti • N' USo h41- O: F UO,'' ti F S 1 Oe E S fflfj1643L4 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E 0 O (h Q 8 N 0 N UJVI I� 7 u7 GO 4 r%i r- r �r- w) J ail M v " J N a J �LLLL uJ a Z m q rn o. t N a 0 O y fY co N o 82- 0) W m W O J Z � NZ a 1 co J F N a V Z 0 � ❑❑ WCD Z N o0 IIIIIIIIIONIIIII Q o J CZ N N "O U)L/):zCA � o , , ,Q U O W oUft N tv �LI) zD (t� r cn U J e = 8 RiW a i..... .. yi1 0 o . • U) �Q N 0 I� o W coZ o Z J L.L Q 0 E wp oo '. a=s @ Z® ❑a Q (6 g- ~ ;a .p 01 N ro ao O �w L ro c _C Y m p 0, z N J �m � ZN � o¢ ZZ gO W Q LL w o� �Y =3 -0 O w a Ir z��d 3 E2 J A L m H 00 co MO Ir- M O Y � Y r U) .2 m LO Cn � O Li)I ii CV O 0) N c1q LO LO CV Q 'n ip r 6M N a Z cc C M wM N r E r a. U a o JOB NO: 22-12362 SCALE : AS NOTED SHEET NO. 1.1 m Lr, CV Ln P v U) O C) J N I J m r_ LO CV Ln 1.0 chi 0 M O N I LO O V) O Q C 3 a N N E 0 tz 0 a i a 0 •U J f% r 0 0 a 0 N 0 a m 0 Cl) KITCHEN ISLAND VARIES, 2" LESS THAN CABINETS BELOW le 1 1`1 PAN-FRY 50 HOOD 0 c� o iv OPT. REF. RANGE -juli KITCHEN O 80 MIRROR 0 n Cl) 0 0 � 0 — — — — — LLL W O ti O M TUB/SHOWER FINISH PER FLOOR PLAN - OWNERS BATH BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS MIRROR DOUBLE SHWR. SHWR. CURTAIN HEAD RODS VARIES / ROD z U) TOWEL TOWEL BAR TOWEL BAR IN a W ON WALL ABOVE TUB OR SHWR. x TOILET TOWEL BAR a / ON BATHROOMWALL L W L MEDICINE C)_ SHWR. o CABINET 00 I _ VALVES _ = o TOILET `0 SOAP 00 PAPER C.0 00 o DISH U i HOLDER t z � z L O ff' t M C? - CN C)co0 ' - 1 MM ``'cc"t]o N TUB . .FIN. FLR. J1 BATHROOMS, SHOWERS AND TUBS SINGLE ROD CLOSETS / LAUNDRY 00 <V DW 0 KITCHEN INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS ---- OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED CABINETS - COUNTER TOP 'InitH BASE 00 U. 2x r >- U? 00 FRAMING 1/2" GYP C? BOARD — FIN. FLR. SHELVING CABINETS - 1'-2" p C? C) r Ce) CV CV cV FIN. FLR. ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS e+a c� o.. C" o a W ' w c io c� ,n CC y O N d d E L O r��. _ IU CO O i Q w 1{Nit \\0111Ir ••'•�� d r •• F LOB w 0FESS}O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W �E 0 ch �.} ®� (0 O N � ti N O Of00 ., O n # N r J Q M �, L C J M 0 0 LL W co U_ WLU Z r row_ a 0 W ='� N O O W Z ILL �2p�61 m co MZ Q J ZOU L) co W ❑ � z N M z � S z � � J N Cl) � N w g �N z11 W J I— — EoI _ m � t V O q C U) N Y —� O CO M W C") N ¢ O z Q E zo Wo � >� ¢� z® o E U aZ. w� I— XO U 0O p O N az �o o ¢o a xw L � C z 0 Y m0 Z , - Cn J �o F� ¢z `CL °5 zz 5z �w U <o a� k o << ;o ¢ zIa 3 NO J > P� LnL0 m co F- L 00 :3 O CM C:) U) MY W m T Q 0 N 4- 0') L0 l o N C:) Liz N N N Q c0 E M W M N ° z CC z 3 Erz N r 0- 0 Q a JOB NO: 22-12362 SCALE : AS NOTED SHEET NO. 2.0 i ITS_-._ Or, DO LO n Ln N L['i LO v v cn .�Q Q W) O O J co _N I m r- LO CV Lr' L[A c� 0 as CD O J cC f•r] N I N L L v Cr C FL L a O E t�— N E V c Cl- L� 0 U U I .o i 0 0 O J N N N N 0 O r1 N N to S Q m v 0 N M� t-- tb 00 SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS F13 F1 12 EXTERIOR PLASTER 12 �5 ON FRAME 5 1" x 4" SMOOTH TEXTURED -- TRIM / BAND _ _ _FLASHING T.O.P. HDR HGT. 2nd FIN. FLR. T.O.M.— — — — — — — )RHGT. FIN FLR _ SCALE: 1 /4"= V-0" FIBERGLASS SHINGLE IAIQTAI 1 C17) AQ DCD 12 RIGHT ELEVATION - 131 SCALE: 1 /4"=V-0" _1 50 1 ENTRY COLUMN DETAIL SCALE: 1/2"=1'-0" REV. 09.24.21 C M W C3 o : c =� W U- �, amp o >~ Q., N CV � 3 � G G >7 1) Il/lilt �`g,��1y11! rj • F LO \ OFE SS0NP���� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W 4 Ot E 8 0 co a)N m r ��ao (n n t LO 047 (i N LL Lu ,Q Z 13V 0 J —�O' o = a q ? _.mN� O 2 , °' W ILZ r0 n m 0 M Z Q J ZN ov � 00 W ❑❑ z N M 8 z � N NOW �L J — N ti z 0 2 N — LL i--� ♦� W 0 w o to Of y t/1 � U c L U II �oN o CD CD cow¢ CID Z < J c E CL E O s o W 1 �o Z® oa v L6 EVEN I— �O� 0r0 x 00 �U , O E cV a , o w o <o ¢ a= v L no C z Y m� O o, Z z y m ' Q W 'Z oc go a MEN Q nw U �0 H �xk `< >° o O aF �t z< °3 LO LO °' m Q � Fes- 00 j M co CD 1� U U) m Qi VJ Q O I LO C0 CV U- N N � Li� Na L0 �,- ai E M co M N o Z Z 00 E ,— to T ur ca c u U Q pv c JOB NO: 22-12362 SCALE : AS NOTED SHEET NO. 3.1 T- , I " v-, f--- I I cn N LO a> v _ V) 0 rn O J M N I m r N LO LO Cr _ Cn O C. J to N i L V a 0 YQ. C FV- Q C E F�— Qi E 0 z L v N �3 U O c 0 ♦U J iZ N 0 0 O a N O N 0 Q m 0 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTUER SPECIFICATIONS EXTERIOR PLASTER ON FRAME 12 5� 12 5 T.O.P. HDR HGT. 35-SH CJ CJ CJ -- -------------------------------------- 2ndFIN. --------------------------------------------- 6-0„ FLASHING 14'-0" FLR. T.O.M. CJ / WEEP CJ / WEEP HDR HG TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP ) 35-SH ME [ FIN FLR 5068 SGD REAR ELEVATION — 131. 9' RIDGE VENT FIBERGLASS SHINGLE 12 INSTALLED AS PER MANUFACTUER SPECIFICATIONS\ 00 IN EXTERIOR PLASTER ON FRAME ~ 25 SH 12 �_ 5 — 2nd FIN. CJ CJ FLR. — — — T.O.M. CJ / WEEP ----------------------------------------------------- - I. TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) LEFT ELEVATION — 131 SCALE: 1/4"=1'-0" FIN FLR r 00 11 REV. 09.24.21 0 M - ca o c to m x •t%1 '[V cu Q.) X, -� L to = "E m id L4 ��,,��o�et�tt►tlrtrru,,o,f� i Q) 1�iJ • E UO 4 •�•• ' O F S 10N i�, E S \\\N P1111l!i1111'����\ 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 - Residentlai 7th Edition. Engineers signature and seat is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 8 +4t y' ® N N oo .�-) vi �'u— s # LL 'c" V LL w LL LL O_ W iW CLL J L Y � 4 f y N m_ LL W O � m N � 0 O W Z �' 0 m w N N Q J OU Z W U Co 00 z N th z c> O QN z O Q Q Q_ an r V) M a � o LL�� C/'J GJJ m V O—� w g in (a MaiL r w U ii1¢ f C) o C �' Q 0 N �� N O W M M ¢ zo Z J ll... s? � E n z o o� 0 wz > N aN �0 u (d <_ � O XV a� Q z UO pU Oz w CV ao t N U) C o U m5 o o' z z r.2 Q gZ oa Z goo ao W r- O oli z =F j o Mj M ui 5, a O J LO LO CID00 /� lT V O Y Q ` m 0° LO T � 01) t f > I CID LCI C\1 0 N LO LON CN Q LO T— E M _C.0 M 04 z N Z m W E r inr an `c o JOB NO: 22-12362 SCALE : AS NOTED SHEET NO. 3.2 FF—Fii I 1 T-17-11 i , T-Z �.Il t i �� �.tl i .-.�.Jii :..irTlyd� �. I ----------- F-1 I VARIES 1'-10" 12' CAP CAP C" 2" *NOTE: —•--• iv C= 1" RADIUS M M N FOAM TO BE USED o ONLY WHEN 3 1/2" RADIUS 1/2" RADIUS W 2° REQUIRED BY `ItV 03 o r 1 COMMUNITY r` iv 3/4" RADIUS a 1'-54" cNv Ili. za � g F. SPECS. IF NOT, I� _ `9 N DETAIL TO BE 1" 2" OPENING VARIES 2" 2" 1" 1" c a,: BUILT W/ STUCCO. 1/2" RADIUS 1,� 4" VARIES Mia SIN 1'-0" �, EDGE OFAl a _� ico 1' OPENING VARIES o° Q N o 211. VARIES 3 2 M 12 VARIESc, SINIL 4M 1 1/2" RADIUS 4 4„ 41" 2" --- �- w 2 1/2" RADIUS 34 4„ 1" in C rIv cs' C7 4 VARIES 12 32" 11" 32 N � HIV 1" BASE BASE 2 2 MTV 4 N , N 4" c�v CD N 12" N *NOTE: VARIES 8" 2" FOAM TO BE USED 3„ ONLY WHEN REQUIRED BY COMMUNITY 1" SPECS. IF NOT, 1" OPENING VARIES 2" �N 1" 1'-4" DETAIL TO BE io BUILT W/ STUCCO. 2 2"' 24 EDGE OF ki.' o OPENING 6" ES m � ' N o - 1-1 /2" THICK To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these 4° 101, N _ drawings comply with the 2020 Florida Building Code - LO LO r Residential7th Edition. Engineer's signature and seal is only for E the structural engineering portions of the drawing pages bearing 101, 6° Engineer's signature and seal. rn �4" N W Q O M 8 N � N dp 1 N N N p LL J _ Q NM V 2255z L C ,—I 5 �- Lu N IN m C1133 J LL 55 W Q. N3 co CM: to ��'y y ..0 O IL cv 4 6° (� o n rn 00 1 2" 4„ 3" 2" iv W W `IN W OD °' m �'w 2 (V 2n Q Q M Z rn CO Z m > >IL (� Q o Z V U uUi W ❑ ❑ N LID21LID 1-1/2" THICK 32 Cr 4 N z m QN Cn M Z r J -- 51" E3 1 5 51" — a 4 M i, 1'_4" 3" —'� V) c _ N 54 N c° Ur =- J _ O ^M N 2 �"'-• O U a 1" 12 VARIES VARIES O o N it in LID 1`J U d LO fn 1� W c 22 LLj -- - E z M t $ 1 3 0 VARIES VARIES c N t ®Q c 4 8, o w Q iv ; iv 2 �1 R OPTIONAL 6" 4" KEYSTONE F11 KEYSTONE o� OPTIONAON L F11 00 Q E Z < z0 r �4Sti Eu <=W� m o o o O e0 _ i ^ ZV CV H@ o a Rs" ¢ 2 44' C° R47" v LT' cO�v E z x w wp E I a 4" GARAGE DR. OPENING 4" L3' a 4" WINDOW OPENING 4"'-1wg ~ 2" IN Ir I CO C o Z o 4 N Z< '0 co oo rz • INSTALL OVER STONE, TYP. 2 NOTE: n o d z s • FIN. TO HAVE TRADITIONAL VARIES LL N� ' LOOK & SMOOTH FINISH 3 a; • FOAM/ EPS MATERIAL ISEM ACCEPTED o aY a0 z = J � 0 } v f' NOTE: E2 zlQ o o • FIN. TO HAVE TRADITIONAL LOOK & 1'-4" o v SMOOTH FINISH 14 1'-16 14" 12 2-1 N Q U r2" • FOAM/ EPS MATERIAL IS ACCEPTED 54" 1''12" 53' > h J j 3 -8" 7" ti , � � m Y 4„ 3,_0„ 4" c� c 1 10„ 1,� 101, ` o iv a f 00 L � C T O 00 N ; CO r V J N CV Z N m i LO r-+ t.� 1 �� o t-- ate-+ � 0) cc CV 0 _ 4 LO LL ol N N LO N N LO N Q LO co T o E CV) CIO z 5 aj M M Z E T• C p C N <"Y70, J 1 JOB NO: 22-12362 r 1„ Eli SCALE : AS NOTED N GENERAL NOTES: SHEET NO. o T • PO YCOAT (HARD COAT) • ACRYLIC SAND FINISH 0 3 J m X) N to rn 0 n Vol Q 00 O J to N i m L0 N `n t L N 0 Q DO M CD 0 CV to N I N L to v J0 O 3 Q N 0 d E E 0 S O c J y N L� V 0 0 v N V 0 d i 0 J a� LZ N N co r 0 O n- C%4 N N 0 Ci V) 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. 150AI200A INDOOR PANEL CENTER i T � #14 to lights & outlets / I NEMA 1 01 #12 to appliances and GFI / I 150 AMP/ 200 AMP 10 #10 to WH 10 #8 to Range I i f tr J'rR I #6toHVAC I I I I METER I I MO I I nr' V I elOX I 50=2/0 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND Disconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17. 250.94 ��J// 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 Lite 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 DUPLEX OUTLET ABOVE COUNTER F51w:.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ,?,4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN Q� EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) 1-0 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) Ta 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT R9 ELECTRIC METER mpg PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W! ROUGH -IN FOR r'✓ 7 J OPT. CEILING FAN CW (1) PHONE LINE, (1) DATA PORT DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS WITH BUILDER - j r i �— N t I i PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER ENTRY MAIN FLOOR ELECTRICAL PLAN - ELEV-B1 SCALE: Y4rr=V-0° C= =o a> O o� c� o W k .-omae c [L Q N X 3 co m a+ 3 3 m m w 1 a C E tv o a u C14 CV 0 CV cfl o_ C14 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. Q v E 0 6 ', S O m <O n 0 _ 00 N N a0 u7 N IA N rn (� J M 0LL # t� N J Q -j d 4Z cum ul : o o- , 020) Z to cl)N Z N OU < v Z W ❑O Z pNp ch Z Z n CL- N N M z � o W U 0 W o � w �U)N (13 U W Jf- J­­k 609 _ — � o li, I LU � U 0 N C 00 Y ¢ 0 z• a N o w Cl) M z o Z � U- ce E w zo <® o0 0a H `6 N " a� a � 0 0 °¢ w z i 0 ¢o LLJ m� �n U Um o� Z (U C13_I ° 2 W g N N ¢ oa z z 3° sonC1 2 a n w C) � az =G =3 C7 w y O Q0 w w o� y0 = > J ' U ! rn 0 ^� W j j Cr r � � C L 0l .2 C140 N 04 LO L.0 CN Q to -- T E E c /y� E CV z Z W T T cc E 0 J Q Q J JOB NO: 22-12362 SCALE : AS NOTED SHEET NO. 4.0 ,,III 1 T I - -- — - , - �� -- i �.,�Df I, ice- � -i �„l�Trr-.- rn 3 m n N L0 u7 0 Cr 0 0 J co N cV J m n N LO O C 0 w 0 J Cr LO cnn O G -L CD N v Cl E Qi E O 0 w e U a� 0 0 •U J v L 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. 150At200A INDOOR PANEL CENTER #14 to lights 8 outlets #12 to appliances and GFI #10 to WH #8 to Range #6 to HVAC MO ' so=z/o 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND Disconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER 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 PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shalt 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 HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE j O I RECESSED LIGHT FIXTURE I I #P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT L FLUORESCENT LIGHT FIXTURE EXHAUSTFAN Q EXHAUST FAN/LIGHT COMBINATION R ELECTRIC DOOR OPERATOR (OPTIONAL) FOR ALARM CH CHIMES (OPTIONAL) SYSTEM — �9 PUSH BUTTON SWITCH (OPTIONAL) F0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER _a ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR (✓ r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT I I L I I I I I I I I r—i I I UPPER ELECTRICAL PLAN - ELEV-B1 SCALE: %4"=1'-0" C" 01 0 ® - co L^ > LU m CL Cam- fC LZ b r y b 3 -- m,� w c d CS.c C � i C'V CV 0 cv Co 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. Q 0 E o m S L1 $ N O C co00 n ® 7 to , N 4( N Q # LL N M V cc J LL LL d Z J Lu —ern n r coo 'Co O W Z IL LL ��0 pjQ' m T NZ a J N OU ¢ v U o tZ 7 N M O Zco, (0 oQ Z o w N M � Z a c /r ' lV I- o (Q cl:k u w R U —� O Lij g N N LA U w m F— E S t U o • ¢ N �� r, o w M o 2 Q � E `;o z >� Q E o 'a w� Wo ca I— Z CD 2 '' Q z o i¢ wz t < C Y U z Z F ZQ% J m a ° Q W cn rn a!� oa z z az 3 5 �u hz oCID w �o O a= 0, ter' ZG U� c _ ` J LO ai rn QLO\ cc W :3 CIO M 0 Y L , 1 U) CID N O LOI .0 T .0 N N LO LIt) CN Q U.) T ai M co cY) N o ca w iri r Z z E r w m a U _j Q p -1 JOB NO: 22-12362 SCALE : AS NOTED SHEET NO. 4.1 Ji i t1 Is Ili l T I� ,�� '-ONE-1 \TTIC SPACE 5 SQ. FT. ROOF PLAN - ELEV-B1 SCALE: %4"=1'-0" AR CID - __ CV _ �- 'G � ?•C �+ C I.L. L�.. N y C3 CO 9t � Q � C fM 3 � L eta- y d7 _G tq 'cy t0XIM t rrrera� ���``•,i 4. ........ 5 U . PLO Pr'�'r. ®'�Ic-SSia4•� 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 i- a E a M g 0 N N N .2 '00 N r Lo In l D� QjM V U- C W U- JLLLL a. S d Z f6 C i+L' ':2 oN (0 �Oc % LLW LLW (b cp m W Co CV Z ¢ J �n N O U � Z o 0❑ CD Z N C7 O z � QQN z O Q Q � J N M (z(nn 0 V O C!1 LL W V 0 N W o r= 04 a: ago U C W — E �i w N U o m o O O J w co o� z z¢ J I.L.. C d C h z o o� i ¢o z® V o a CU CL �O aF Up o V O O N @ o <o ¢ a z �W L C: C �j p o� � wm m C) O oLL z F- Q% J Dui WU' 1 Q W s to Z o N L2 oa aF F <j ¢ o H _ O von a r 0 O u z¢ d N O ' (A' / w LO O m m co j O M Ise r o (� ' O Y r ,� � V)I -0 v_ N O N LO I.f) INC CV LID � ca i— ui N M(�� M N o Z w E T i/i r c a U ai Q p JOB NO: 22-12362 SCALE : AS NOTED SHEET NO. 5.0 C3 ! -111TIVI fill IH t IF1 il:1 A,._iI,a, L k I — r--- T—1 11 1 1 1 3 v m LO LO cV L0 d N 00 0 J N 1 N m N Lo v CD C cnCr 0 00 to LO N i L0 L cnn 0 Q d a E 0 v LL E2 c v i U 0 b_ 0 •U 3 LZ N O 0 O d N N O N 0 tz Cii 43'-O" TYP @2 J STORY S6 H.B.t ■................ ..... ■ ■ ■ ■ ■ ■ ■ .............. 0 .....E....■ CPA AC PAD r----------�,�d. --- — — �.------------- 1 `' S3 �CO - 50 5 -4 16'-3" TYP @ 2 STORY �r HVAC CHASE /� BASED ON I — — : ; I 0'-01, ` LOCATION J S6 A.■ ;� °' INDICATES FILLED CELL w/ 3000 ( PSI CONC. GROUT FROM FT. TO 00 BEAM W/ (1) #5 REBAR VERT r \ ABOVE SLAB TYP @ ALL PLACES iti ~ \ ( I 5-4SHOWN f ' SHOWN HOOKED FTG. DOWELS 5" •' I \ ` jg�j� in EMBED W/ 25" EXT. ABOVE SLAB _ r 1l I "GRADE 40 STEEL" It N 1 t CJ \` tG�J� �\\ �\ LJt �* CJ : � I \��—� �� 11 GG �� � I I S3 �' PLUMBING LINE o I I I STUB UP TO _ I TO SECOND I `� ` I I 2ND FLOOR -g' -O" ' FLOOR 7a" ■ ; I I FOR A/C :. '.'.:::::: :::::::..:. ■ — 2'-6" x 2'-6" x 1'-0" r ■ W/ (3) #5'S E.W. cq 1 T-14" I I #5'S L ■ 0' TOP OF CONC./ PAVER TO BE 4" -0" o ' "v S3 0 TYP @ 2 J . BELOW FIN. FLR. I PROVIDE %z" x 9 %z° 1/8":PE � SLOPE' r. 2'-6" x 2'-6" x 1'-0" M STORY S6 1 — — — — — — — — — RECESS FOR FRT. DOOR � ■ -4" W/ (3) #5 S E.W. - UJ OP _ _ I (2) #5 REBAR / BUILDER TO PROVIDE CC VERTICALS w/ in I I N 2 #5'S N ) N _ 3-1/2" MIN 3000 PSI CONC. \ APPLIANCE PROTECTION S3 FILLED CELL 1/811.11-01, F PROVIDE 1 y2" SLAB FOR HERNANDO I I ` WHEN REQUIRED PER FBC I I 2 STORY 4 zo N � I SLOP* RECESS FOR COUNTY ONLY SGD. REFER TO 3-1/2" MIN 2500 PSI CONC I L I MASON'S SLOPE SLAB OVER 6 MIL L_ S3 I FOR WIDTH VISQUEEN VAPOR BARRIER — ■ I I ■ ; ( CHASE EDGE OF SLAB 2" I BEYOND WALL LAND I SLOPE I KITCHEN ISLAND SO 4'-0' LOW WALLS ( � CJ I Zn o 04 II I -I- CJ �IlrC `" I q II I L-----------� I J IIL�JII- S3 �, II r III Y u L Ju Z o'-o° L== J W I -3 1!2" I 3 I ■ I 6'-0" I I (2) #5 REBAR S3 VERTICALS w/ in S3 I FILLED CELL I Q ��, I _ 2 STORY VERIFY LOCATION — I ---I*- --� _---tfCiRICAtP#NEl—'—--------J � • �J—\ 1.... . . . N N 6'-4" • e VEF IFY METER LOCATION J WITI BUILDER S6 TYP @ 2 STORY 6'-0" L 6'-0" 16-0" I FOUNDATION PLAN - ELEV-B1 SCALE: %4"=V-0" 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 UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN UJ W J U:: SIC - CONTROL JOINT DETAIL SCALE: 3/4" = V-0" #5 CONTINUOUS . , REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. • U.N.O. ;r, '`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" _o ca Uj ". a w �v ca �4 -- v' •c e y a as eR "-'= � o mot® CC 67 94 c� E I ' ✓ e �pFFSS lO�i` o� k114(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. V) mm W 4 a E O M 9) N 0 N vi LO ti M LL LL W z 0 0 - m c 0 0 LU �. ILt0 LO N Z Q J ZN OU < 0 W o❑ z N M o g z 8 z 8� a J U)V) N m z 0.1 LL +-1 Lu ( D 0 S u) � yzN=):§ (0 U) U W J I- - E — � s i =w� c 1! Y Q • Q to w co 20 0 ZZ2 LL c6 E E OU zo o LL w >� a R Z® 0 a ♦— r6 CL x O O o `o F ao ww g? (,O z OY mn F0 OLL Z, J w >2z N H g0 son Q_ LL m w yy o w` �0 o Z¢ x Uri .2 p J ai rn m Q F — 00 A�� j J Q O m m LO T U Cn TT V, L01 LLL CN C) N N LO LO CV Q LO co E c 00 co04 Z ,q Z E 1— T C C d U .°r Q p Q JOB NO: 22-12362 SCALE : AS NOTED SHEET NO. 6.0 3 m LO r- Ln N rn a� `v o- 0 0 CID CN I J m LO C N i v C Cr :n 00 J (ND in CV LO O C via 0 .a rn c Y H a oN G d E F- 0 S J y N L� E2 -O a 0 v I U 61 O 0 L� N N N 0 O d N O N 0 a m rn TYP @ 2 STORY STRUCTURAL 2x STUDS SEE PLAN SHEATHING (SEE C/S6 FOR INFO FOR NAILING INFO.) PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x CONT. W/ (2)-12d CANTILEVER NAILS @ EA. TRUSS FLOOR TRUSS 2x4 CONT. RIBBON W/ (4) 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d NAILS @ EA. END SEE PLAN TRUSS BRG. ONNECTOR AT EACH TRUSS, 8d NAILS @ 24" O.C. SEE PLAN TO BLOCKING LINTEL SEE PLAN STRUCTURAL SHEATHING rFCO3 CANT. FLOOR TRUSS CONN. SCALE: 3/4" = 1'-0" ENGINEERED CLADD CLADDING W NDFPRESSURES ANDOOF SUUCTIIONIS GN FORM AN ROOFONENTS HEIOGHT:5 5 ftND ALLOWABLE RSHPER ASCE 7-16 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 11 -49.57 -49.57 GABLE -38.22 -38.22 1 -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: 7/6" EXP. 1 (L4/s) or 15/32" EXP. 1 CY16) TILE: 15/2" 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%32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/�" 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. CJ11 CJ11 a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 _ --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1006/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED wl SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME 'I HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" 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 to) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2. 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY :ARRIER u SEE SHEET D1 FOR ROOF FRAMING DETAILS MAIN FRAMING PLAN — ELEV-13111 SCALE: %4"=1 r-0" I as a w 0 Aj M. Q C /O CU N LA_ 0_ eo CN N 'G N S am OP °f U tea+ M c � c% x-T `. • .. Q v CO�j1� o`er. , U �0 0 `14PLO Op 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 Am a 0 E 8 (' U) 0 0 N p m N n C1 00 � co q N S J LL C -L 25 i LU LL LL Z CLL J d 2m o wc°o W @C c 0 ��pj0 m W Z w N 0 a - Z N 00 W N th o Z N z O J U) N — N M '2�h: V LJ _ 4-J C.� W m Q a V w $ N � N F— Cn W � — — E = L y o N o to J w Mz ¢ o z J W E z ¢ oo z o ¢n z® (o I rO wz 20. x 00 �U S E N t as ¢z O� wz N s- ao w m0 • rp CO z Y N o 0, Z, m Q w z 0 z go ONE CL �OM � g a mF 0o a � � CIDV• ao zlaT� 0 Lv LO rn cc cc �� Q 00— 0/ :3 � M j Cr m m LO cn U-) N Q N N LO LO CN Q LO to E E M E W M 04 Z Z E T— T N C CL U m Q p c JOB NO: 22-12362 SCALE : AS NOTED SHEET NO. 7.0 - ---- - _ � � -- - -�� . v 41- m Cln LO N L0 LO `v ar a 0 M 0 J M NN N m L0 u-4 N L0 L v C vCri O Q O J to LO LO ID 0 c O Q N N E H 0 Y Li 0 U y U a 0 V J _N LZ 0 O a N O N IM Q TYP@; RSHPEENGINEERED CLADDING WIND PRESSURES ANDOSUUCTIIONIS GN FORM AN ROOFOHEIGHT <_T 5 ftND R ALLOWABLE ✓IND SPEED (ULTIMATE) 140.0 MPH ✓IND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+} VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SO 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: %fi' EXP. 1 (24/16) or fY32" EXP. 1 (3y,6) TILE: l%2" EXP. 1 0y6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y$' x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN fV32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE I USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS SYP SPF A META12 1420 9 -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" C H2.5A 565 535 10 - 8d D H3 400 320 8 - 8d E META20 1450 7 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" G H 10A 1040 1015 18 -10d x 1 1/2" H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 112" x 5" TITEN HD ACHOR BOLTS HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HD313 * 3130 3050 5/8" DIA. BOLTS 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 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 LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" MTS12 990 860 14 - 10d x 1 1/2" 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. (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY CONNECTOR SYP SPF FASTENERS 7TA20 1870 1585 j 10 -10d x 1 1 /2" HTA16 1870 1585 10 - 10d x 1 1/2" R77A 585 515 10 - 8d x 1 1/2" JUS26 1000/1080** --- 8-10d HUS26 2035/3400 -- 20)16d x 3-1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" MTW12 1195 1005 14-10d x 1-1/2" MUGT15 1 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED wl USP CIA-7000C EPDXY V 1 (2) LGT2 4060-M 3770-F 3500-M 3240-F wl (d2) 1 bU SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 161.) SINKERS & (14) 1/4" x 2 1/4" TITENS (10) 114" x 3" WEDGE- (2 PLY) OR (28) 16D BOLTS (2-PLY) OR (32) 16E SINKERS FOR FRAME SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d (2) SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-1Od x 1 1/2" HHCP2 1 680 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12.02-20 LOADS -- ROOF = L / 360 FLOOR = L 1480 W/ 318" MAX DEFLECTION. '. STORY FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (6) TRUSS IMPSON MGT w/ (22) 0.148 3" & HDU4-SDS2.5 (10) 1/4" 21/2" SDS WOOD SCREWS (1) 5/8" ATR. 4. W/ BLOCKING (B) (A) 1 OR 2 PLY ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). (B INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (6) 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 w/02 (A)� STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS j (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. CLIP Cn cn ca FX CONT �ADGER� co E 0 0 Lco IL L 0 ML 0 0 co (D L C0.1 8 Vco ) -CL i z T 10 E ELO ICU 2 j CO co 0 ol n SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-B11 SCALE: Y4"=1'-0" I �*s N MUGT15 1 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED wl USP CIA-7000C EPDXY V 1 (2) LGT2 4060-M 3770-F 3500-M 3240-F wl (d2) 1 bU SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 161.) SINKERS & (14) 1/4" x 2 1/4" TITENS (10) 114" x 3" WEDGE- (2 PLY) OR (28) 16D BOLTS (2-PLY) OR (32) 16E SINKERS FOR FRAME SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d (2) SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-1Od x 1 1/2" HHCP2 1 680 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12.02-20 LOADS -- ROOF = L / 360 FLOOR = L 1480 W/ 318" MAX DEFLECTION. '. STORY FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (6) TRUSS IMPSON MGT w/ (22) 0.148 3" & HDU4-SDS2.5 (10) 1/4" 21/2" SDS WOOD SCREWS (1) 5/8" ATR. 4. W/ BLOCKING (B) (A) 1 OR 2 PLY ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). (B INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (6) 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 w/02 (A)� STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS j (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. CLIP Cn cn ca FX CONT �ADGER� co E 0 0 Lco IL L 0 ML 0 0 co (D L C0.1 8 Vco ) -CL i z T 10 E ELO ICU 2 j CO co 0 ol n SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-B11 SCALE: Y4"=1'-0" I �*s N IMPSON MGT w/ (22) 0.148 3" & HDU4-SDS2.5 (10) 1/4" 21/2" SDS WOOD SCREWS (1) 5/8" ATR. 4. W/ BLOCKING (B) (A) 1 OR 2 PLY ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). (B INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (6) 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 w/02 (A)� STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS j (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. CLIP Cn cn ca FX CONT �ADGER� co E 0 0 Lco IL L 0 ML 0 0 co (D L C0.1 8 Vco ) -CL i z T 10 E ELO ICU 2 j CO co 0 ol n SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-B11 SCALE: Y4"=1'-0" I �*s N o . W °o o w m a.r a� � s .9 u cu c i 1daIIi1I. � rn 3 S J O] n LO N u-) Ln v o- cn 0 M O 0 CV cD N J m n N LO v Cn -.xo 00 0C) J N I A LO v C N O J� C O Q r'E N N O Cd E H N E S 0 C N i.� v c U h U 0 i a c 0 U N L7 N 0 0 O a N N hs tZ m U) 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 L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10, Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / • 0 Safe vertical load Safe horizontal load \- GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T © © 0 0 0 0 8RF14-1B/1T 8RF14-OB/1 D O 8F441B/1T8F40 1B/1T 8RF400B/1T 8F321B11T O O O O T 8F16-0B/1T 8F16-1B/1T O © 0 0 8F20-0B/1 T 8) FORM do GROUT SOLID CV J �U 05 BAR CONT. 8F12-1 B/1T O V' LINTEL DETAIL SCALE = N.T.S. I 0 goo on WE RIVAN F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 6F16- B/1T tNOMINAL. QUANTITY OF r WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS cam`(` precastlintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510, 8. Mortar per ASTM C270 type M or S. #S R(1)REBAR MIN.. AT TOP {1) REQ'D ��/EAR ALTERNATE POWERS STEEL LINTEL 4,11 A O e ° G .M.U. #5 REBAR AT TOP a ° n GROUT MIN. (1) REQ'D ° ! 1-1/2"CLEAR v n ° a n G n 5 REBAR AT = cn w ° BOTTOM OF O z U.,O LINTEL CAVITY Q U n o OTTOM O " CJ 0O Z L /6 , REINFORCING Q ¢ C7 7-5/8"ACTUAL PROVIDED IN LINTEL Z u- 0 of ,n L ¢ c ` #5 REBAR AT BOTTOM NOMINAL WIDTH (VARIES) coin 0: a AS INDICATED o � 16 GAUGE POWERS STEEL BOXED LINTEL LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER, IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y4" TITENS OR (2) 2x8 #2 SYP STUDS @ 16" O.C. W/ (4) SIMPSON MSTAM36 STRAPS ((2) STRAPS EACH SIDE) 2x8 #2 SYP P.T. BASE PLATE W/Y2" EPDXY ANCHOR ORy2' J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers 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/VVALL 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING 1 WALL SPLICE DETAIL 8 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 (i) 5'-8" LL LINTEL PLAN - ELEV-B1 SCALE: %4"=1'-0" C>J cis m C W L LJ LL Q c i 92n o �MC.J� NC LJ Cco C y_ C= 14 -c �. .CJ CU �r C� gR0 • GIN Et�� •• ��, „o cJ r O• •,• L(�� r�P�ROB SS1O1P r�r�ff�'ittltF1'�ERI�i`\` \t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 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U � d76 Q p 1 o CD -.1 JOB NO: 22-12362 SCALE : AS NOTED SHEET NO. 8.0 v+ J m L0 N L0 u7 P v cn 0 ao 0 J N m h LO CV LO L0 0 w O J N t0 N v <n 0 rn c 3 Q P i a E 0 s `v aci i tz: U 0 0 cal N U a� i a c 0 v 0 J 2 C� 0 ui 0 0 a CN 0 N :3 0 a m a� v N STRUCTURAL NOTES 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 20 H 03, C ROMATED 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 AR E 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 VERTICALLYABOVE 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. 7A ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Nz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308A, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD, 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE CONSTRUCTION. OF N. COMMENCEMENT U 0 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: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL+ WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fly = 40 Ksi 4. 1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE, 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: 1 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN, 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4, 2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L,O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE 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'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7, 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4. 7. 2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36136M 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/s rinkler systems including all risers and p " spray heads shall not be installed within 1-0 of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, Ee etc., shall be made with permanent metal or plastic forms. Permanent forms must of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete over u and mortar along the foundation perimeter must be removed be ore extenor�soiTtreatment. 10, FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical 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 control company before a certificate of occupancy will be issued. pest The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y" 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. M w o. U- cc c.-) N m x .y N = -,iE N N cc a.x•S6 A N c � m-, a p �'-". -�"�' � ''ear ••'''" '• �N `v' C) O ' ' P- O. •+''••�L.••'• q ti %Ile SSIOW r�dt�rltttttf4t1111111� \ 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 q v E Q MB CD N p U C Y 0 r- 0 :�oi) NQi Q 4k C W W -J , o roc0" o- v E 7-0N� O N�T� & Lu Z ILW LL N N Z Q z 0 OU W ❑ ❑ M '- z N M - O o 0 z � � z o� U) - N Nn z M CD a W +-, (� w �c V O � c� w o N U w _ E - 8 I U o N c ¢ Y ° Of AgeN C:,w Cl) �o Zi LL. E oo >� Z� Q E 0 (6 <� �o z® od U� o @CV ° U) - o x .m o z , v cq�Z �z og Z a0 NONa N w� ww r O <Qo =r V o r zl¢ o U 3 �0 > I� J L LO m f4 0 00 M j � O _ U m m Ln Q 0 0) LO Cq LC� < N N LO CV Q LO r E c _� M 04 z ca Z E T- y r- 0 cc d U 0 Q p � JOB NO : 22-12362 SCALE : AS NOTED SHEET NO. SN _- - - - r - - - - - - - - - - - -- - - - I: 1i� I L - � FF� I 11 fh rCi.il i�ii, ,' I-....�I CTi-.� -� :.. �,- i� ,.. -I - ---------- T- THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING I'1=�`` , I'1 .........� I -........... L . `....... K, :::t::::::::::: ,s C 4�­ L........-�......16GAx1-1\2" LONG (3/4"-1" CROWN)' :::::::.::.::::: T:AX................... ._ STAPLES @ 6" O.C. VERT BETWEEN 16GAx1-1/2 LONG (3/4"-1 STUDS (NOTED THUS:—) -OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O O O 5'-0" ¢ - 01 CD STUB -OUT FOR 1'-O" 0 9 GAS METER O O � U I Lo • 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" 0. 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 Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 112" 6000s 1.811.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap X FILL CELL STD. 900 HOOK BOND BEAM w STD.90° CONT. #5 a CONT. #5 HOOK BAR BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T,S. 1/8" min. } 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. 4 joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2"min. 9 required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING)/8" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building 11/16 code for appropriate J1 details in One 10d box areas=20 of high or=20 sinker lateral load. 1 T nail each side at bearing. Squash block / (2x4 minimum) �1 Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall Use 3" (10d) nails at 6" o.c. Required on interior walls : for vertical load transfer Lo/ aid bearing walls when load bearing - for lateral support when joists / meet over wall, or wall stacks directly over wall or beam below &13/4" d bearing wall must stack over ing and wall or beam below.* Joist n joists meet over wall, provide minimum bearing for each. I Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Od nails require additional consideration. SECTION @ INT. BRG. WALL — N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) t 0—J-0 J 1� I 6 A 1%" ROUND HOLE MAY 6 6r DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1)/2"THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1tz" Any 16*' joist 12 1 T-0- I 1' 1.. T 2. 1' 2" 1 _3,. T-J' 2-4' 1 2A1" 1 3--T' 4-2. 4'-9," 1 6-41 ` -_ S an _. 16 T-i0" 1'4" 2' 1-2" 1" T" 2 3-,c' 3-10' 4!-9, 6-7" -4 6" 72 20 T-0° T-1" 1' 2' T-2'" 2-W 6'-11fR T-111. 8'-111. 24 1' 1'_i,. 1' i'-3"' 3-74- S'-191 7_ 2, 8-4' 9-6' 10'-9' NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO, 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1%" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Web Stiffener Fastener Schedule Joist Bearing Location Series Depth I End I Intermediate BC15000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s8 BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d I 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/ " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/(22) NAILS 1 THRU BOLT SIMPSC w/(22) NAILS 1 R TRUSS OP PLATE Ice 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 �rrr� A/C CHASE 4" PVC SLEEVE THRU STEM WALL Sri i � �1 �.� , I'� 11�11-M Backer block (12" wide min.) -1 I I —III —III —I I — Nail with 10-10d nails. —1 11=1 I 1=TI 1=1 I = - - Install tight to top flange. SLEEVE THRU STEM 6 ° ° a.. Joist hanger SEE PLAN FOR : Q . • • FOUNDATION INFO d STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. 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 of o I -JOISTS BUCKETS N.T.S. GRADE r—REINF. SEE PLAN d d ° I-1TI d d a I I I1fl III— i, A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN SIMPSON H10A w/ (18)10d x 1 1/2" ° NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" v CENTERED @ PIPE PENETRATION d ° •. -, I I T II NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN REQUIRED) 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" CENTERED @ PIPE PENETRATION Q d ° PVC OR SCH40 SLEEVE r—PLUMBING LINE CD I ,d •�. .,• SEE FND, PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE °° a a° a .114 °. a d G -r r a SEE FND. PLN. SIZE & REINF. e>� CM eras C M3 03 W LU 3� -a u Li G L gd �, 7af _ .- i� E ,e. o. 6g�JJ>ppp�:: �,��t,\jtlttlli! In .. N5F �• � : --I GDb1 cfl o f •.'••FLO .• 0 � ��5SlO� 4JJ"°�ltllNtt"t111i \ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W g E 'm Amok Q 8 S 5 � � 6 m � r- ®cc a) N u7 (4 in��� 0 LL M N v Q M LL L_ LL W 0 o 0. Z C '� N Cq WCnnMT on . Z W NJ � Q pn N V Z �� U co W ❑a N M 00 z � N Q � � o_ ilia@ N M .o A u, E VWE — � O g wLn .) U W � 8 z = L C:, W 2 M Cl) ¢ o z Q 4h- � a E O E oo Zo <� ® U ca Q= 0 °� � .. UO Q V o E N a¢ ¢z °� Wz ITT ¢ W Mz C:oUY C o mo z� z � J Nm i7 ,� QW gm (� <Q) Q Z O U now i% � n O LL d wF Mill 3 ?�ly o << � S. Mill o � a,Iw _< a ° 2 C:) J I1 L LO cc 00 `y T cy. CD M C0 m 1 L T � (0 / � I -� CoCV O N N LO CV Q Lo ai M CM N 00 o Z cc j i� T T" D. o U Q p JOB NO : 22-12362 SCALE : AS NOTED SHEET NO. SN 1 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES INS 5/8" OR 1/2" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE ")C@ 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 �r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR )/8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR /$ GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2x BLOCKING HORIZONTALLY@ (12)1Od NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING J1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. @16" O.C. W/ (2) 10'-0" (R302.11) SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 16d TOENAILS T & B EXTERIOR OR SHE WALLS AS "° " FOR UNDERLAYMENT NOT EXCEEDING 10-0 (R302.11) 2 x3/16 PLATE WASHER (TYP.) NOT EXCEEDING 10-0 (R302.11) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB MIN. @GARAGE SIDE IF INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" (MIN.) z SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR PRE ENGINEERED WOOD APPLICABLE. - 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN TRUSS 24" O.C. U.N.O." " " EDGES, AND @ 12" O.C. @ FIELD „ @ 2x P.T. PLATE 1/4 DIA. X 31/4 TAPCONS @ 24 O/C & SLAB & BLOCK SIMILAR AT FOUNDATION ONLY HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E _ 5/800° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)1Od NAILS TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND METAL PL. UNDER EA. TRUSS CHAIRS (TYP.)A WWF OR FIBERMESH ELEV. 0'-0" 11K(ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE MOISTURE BARRIER D e -� O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL A.F.F. @ 24" 0 C) 2" x 6 W1.4 x W1.4 ATTACHMENTS 2/ 6 x 6 W1.4 x W1.4 SHINGLE ROOF, SHINGLES TO ° ° a WWF OR FIBERMESH WWF OR FIBERMESH D�I III===III-z �31/2"MI-1I=0 BE IN ACCORDANCE w/ ASTM . . , D7158-CLASS G or H, or ASTM D3161-CLASS F, I N ' 1=1 L I ---I j I I �-I ° - ACCORDANCE w/ TABLE R905.2.6,1, FLORIDA BUILDING =J III=iII=111=II -II CODE 7TH EDITION (2020) 8 -1 I �' II ITIII IITiII 'I lj It RESIDENTIAL ROOF SHEATHING - SEE FRAMING EHEETF R TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 -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. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 n NOTE:EXTEND W1.4XW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE E, °o � �Np D 6MIL VAPOR I� D 00 I�I-I- z " I f BARRIER , p 4 I I I I> • I I= T COMP. SOIL. I ° (COMPACTED TO 95%=� _ MODIFIED PROCTOR I TIi=T-I [= I I I I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'-4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK SEE 4„ 1'-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' O.H.D. RECESS PAVERS `1 z M M 4. 4 — _ I 00 111 r- =11 F SEE A/S3 OR J/S6 --`1 I I I I T-FI I I III 111 5- FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. LOAD BEARING OR — EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLTINFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)1 Od NAILS TYP. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 0 G 2x4 CONT. a G A.F.F. 0 ' ° ` �. r Q e '—I 1 � N - D ° _ Mr,_M�-31/2(min.)- 4— — GARAGE DEPTH VARIES 31/2"(min. - 4" IIII ° • LI[= ' 31/2"(m n.) 4") -ITI; I I _ f(�llf—I f�1Tf LTf-- (2) #5 CONT. _I I "' 2 #5 CONT. � 4„ V-4„ 8„ () 4„ 8„ GARAGE SLAB AT STEP("'B� U.N.O. MIN. TYPICAL BEARING WALL IN STEP TYPICAL BEARING WALL STEP SHEARWALL C @ SCALE: 3/4"=1'-0" �� "SHEAR WALL" SCALE: 3/4"=V-0" �+� SCALE: 3/4"=1'-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM o END OF 2" x PLATE W D U J i=1I1=ITI=1I Cn LU fff=� I I —I D • � CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N t: WWF OR FIBERMESH D _ITI=1Tt Tff (2) #5 CONT. ON 3"CHAIRS (TYP.) L8,, 8„ lil---III �I!I_=III„ ��III� I���Il�lll �,ll„III--Ili=ill.=�l1 #s LAP SPLICE TYPICAL INTERIOR BEARING rD' FRAME WALL TO C.M.U. WALL CONNECTION 1 TYPICAL EXTERIOR FRAME WALL FOOTING C ecS \0s�cU�� 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 10 M�N�o s INSULATION PER FBC AND ENERGY 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 #5 VERT. IN FILLED CELL 10'4" (R302.11) N LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" 5/8"x6" "J" BOLTS BOLT 3RD LAYER 1/8" THICK, K.O. BLOCK @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACED EVENLY 2X PT PLATE #5 REINFORCING FIBERMESH BAR cli x P.T. PLATE WEEP SCREED INSTALLED 2 PER MFR INSTRUCTIONS ASSUMED FINISHED #3 OR #4 REINFORCING BAR ' GRADE #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi _ FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] Z M _ _ D. 25" MIN. LAP [30"MIN. LAP] L _ _ O° 6 MIL VAPOR BARRIER - I R ; ° _14 R 1 7/8" I I � �-L��- I #5 REINFORCING BAR p D f` l> _.' III III III - z T 1 III= i— i—III- ? ° #5 LAP SPLICE - I II • —` —I�� 36" MIN. LAP 36"MIN. LAP C D I I III —III (( I —I ! CV _ ( D ° ' — — [ ] COMP. SOIL. (COMPACTED TO _ Ill -_ 95%MODIFIED PROCTOR ASTM I C-T = I - I- -r) 10" D1557) - SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" ° GRADE 00 — a • _ -III III —I III —III 1= _ _ _ I _ -(1) #5 REBAR w/ OPT. 1=1I I-1I I-1I1= I I- I I-1I I-1=SREWENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 EXPANSION JOINT fV M BLOCK WALL BEYOND O.H.D. RECESS SEE A/S3 0R J/S6--_ -ILl I 111114 111 1 I111J 11= FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION I OR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. .0 co 4" V-4" #6 REINFORCING BAR #5 STD. 90 HOOK SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION, P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 4-4 1/2" FROM SLAB J CONT. BEAD SEALM — a INTERIOR -31 /2^" CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB oo Ez N !214I— g,—I�— Cl) 6 MIL VAPOR =I_ BARRIER I ' ��II, ,IIII Iff II�T 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN / CONT. BEAD SEALANT Ed 6x6W1.4xW1.4 C\1 ' WWF OR FIBERMESH M ° _ t✓ a K S3 REBAR DETAILS rF WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" 53 VARIES 6 6 W1 4 W1 4 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN AT 24" O.C. MAX. x FOR TRUSS CONNECTION INFO 1 1/2 RECESS FOR S.G.D. (U.N.O.) WWF OR FIBERMESH �,1 SEE PLAN FOR . x & LAYOUT DESIGN e -� a-�r7� = TOP OF BEAM C ,jj � ' a CV Ct SEE ROOF PLAN HTS20 FOR STRUCTURAL 'r A I I l' ' ,,IiTf i ll - - - a' ' ° e ° - �rII-=ril M ' (2) _� d 41 I BEAM SIZE & d r CONNECTION INFO a M T 6 2x4 P.T.! PLATE g 7/16" 0S.s, COLUMN LOCATION 1 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w = � a SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL > J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. MASONRY WALL AND PAD FOOTING ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -- ATTACHMENTS EXTEND FILL CELLS G TO FOUNDATION PAD _9 z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. "' ' w SIZE VARIES PER PLAN cr, j w/ MIN. (2) #5 VERTICALS 00 Z GRADE 4 v > FILLED SOLID (SEE PLAN FOR LV w SIZE AND REINFORCEMENT) W c0 _ =I d - - ,• W { W I BRICK PAVERS or SLAB PER W Cl) 0 0 = U I j •, c I I z • ! - z a I „ COMMUNITY SPECS LL _. M—< a I 0 -0 FIN. FLR. a f00TING BEYOND PAD REINFORCEMENT -' 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 N C= GV Cn LU U.' � � n a C"! Q-�2 V Y >` E s d,-max � 3 m — 3� �. f° ao . m ��•`� - E p 11111ti#«"xfl�j°^b�,-, N\N�®�j o �j `ram Cr- , ti2co (rC�' ` U �o 4411111111 t44"sj111\\% 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 - Resldential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W vE 0 v N 00@ R w °' Q 0 "n "L N V # w C LL Ifl �z, 13 J W J i i - � o W o ' 7. 60 c9 m 2 N Z Q N OU U Z w O❑ M Q oQ z z Q o J d � M V) z Q) o d—' 0 N w o w �N � .D U W H _ E I c u' Q N �� co cl W M J o Zz g L1 C. 0 E ¢ wo > N N. CD O N i -o ¢o o ao wz �w to o� m� 0 zLL >a z N in w zz cn In a z no o CD u� >o d C.0 �O O = ` J LO LO m Q CD c� I� L_ 00 co 3. r�.�/•� U m If-0 fn 0) I �04 04 C) N N LO CV Q LOCDT E 3 QQ M CV Z ca z E rcc T cE iL U Q 0 C JOB NO : 22-12362 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 00 n N LO o- M O J rM N i N J m ti N LO 0 V) 0 .a a 0 J N i L 0 Cn O Y a N N E 1,2 E 9 r 0 b O U y a 0 v O J ti N 0 cc N v 0 0 a N N N 16 0 0 Ccli Cn -v v (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PLAN 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL 2x6 2x8 WALL BEYOND (2) 2x HEADER TO SIT FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 3/4" FURRING STRIPS SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 2x DEAD WOOD @ MID FOR CLEAN -OUT @ 8" O.C. OR 4d POINT w/ (3)12d DRYWALL NAILS MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK " PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ " O.C. FROM EACH HEADER FACE O BLOCKING (2) 2x HEADER W,VAfR1E5 PER PLAN 2xBOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL ri SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ I'I STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. CL TO DRAIN EXTERIOR WALL CLEAN -OUT A WALL SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE STEEL AND GROUT 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" 0/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER �A 1.11 IFULL 8x8x16 BLOCK SIMPSON SP2 w/ (12)10d 1 / �I VT NAILS AT EACH STUD — DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) ❑ O/C FIELD ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS = _- 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S1) SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MOISTURE BARRIER 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. FILLED W/ GROUT ____- REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER, TYPICAL SECTION THRU WINDOW KB LMAIN SPAN TRUSS UPLOIFTCONNECTOR (SEE SCHEDULE) I S4 �,,)AND KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J ° d d o a d ° C d d g STD. WHOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 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"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J J w r 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 SCALE: N.T.S. -TRACK MOUNTING BRACKET \GARAGE DOOR TRACK JGALL: N. I.J. ° 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. MARTIAL INTERIOR ELEVATION SCALE: N.T.S. JFFA�0� N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x ------ CRIPPLE STUD TYPICAL (U.N.O.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 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, SCALE: N.T.S. 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 W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) {2) (1) LSTA30 4'. g' (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 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op DR 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. SL� 3E SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. EO TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 48.,SPLICE STAGGERED 10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W/4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. �+^ F= 2240 LBS �7�t SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 ..r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON `SIMPSON SP4 SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 FBLOCKING RUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END w U * 7=_ a 2x TOP PLATE/V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" `' O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL/j SIMPSON SP4 �2X TOP PLATE OVERLAPPING -10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) 1S (9335# SPF) N. 8" PDXIED A.T.R. i & NUT 'OXIED A.T.R. t & NUT OXIED A.T.R. t&NUT 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 2X8 P.T. BC)T OM PLATE Uj F ---- I F_ 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE /- 2X BLOCKING (2) 16d TOE NAILS IA I EA. BLOCKING - 2X8 WALL ABOVE ENTRY • K.O. BLOCK W/(1) FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. C MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6)10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R� REV. 06.24.22 SCALE: N.T.S. del . C= s� o > W LU o Lic eo C !o t. N -' y Yj CV S Y y � d s vs E ro 06 d 0011!1f 1110 IN,•,\+N E•• . 1�, ; �E —. g -,Llb _s U C�fl Oc ••'•., P L O 2 11111111,11010 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. fn W H vE o o $ co 0 (0 CC, m r 9 N co 0v IN �� L # LL Q N(7 V C U_ LLLU LL n Z J LL d _ D q013 co cp M Z ILW Lu Co LO M Z 4 0 N OU o Z W ❑ rMi Z N M og z N Q Q �¢ � r_ N z L LU Q U 0 w g V) w U W J — Ep L V I 2'A U o en 1 0 ®O N o �w M co ¢ z a � I? E O E zo o o z9 za u a= irm� I— CL CD x� U a� �� p 0a ww N o <z �� == Oy mo ZLL N 0 >Z iv Q oa LL go a W aLL J CDw� J Z r >° d- =Q� °9 a ,o C 0 T i ` J LOrn LO Y , N cc Q 0 F- 00 j MO C0 0 Y T Ua+ m m � U)LO 0 U-)I o CV 0 r-- N N LO LO CV LO LO E E c E 00 M 04 Z Z E f -- r `m a E t� � a¢ o JOB NO : 22-12362 SCALE : AS NOTED SHEET NO. S4 3 m r to cV to to Cr t 0 Q 0 J N i m to N to v t 0 a O co 1'M N i LO i v 0 c N 0 1.2 N 15 v c i N f.Z V g 0 VI 0 d c 0 U J a N 5 a. his N O C7 0 m v cn SIMPSON HGAMI( W/ (4) 1/4"xi 1/2" SDS SCREWS TO BLOCKING & (2 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 MAX 9„ SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL NAILING SCHEDULE FOR SHEATHING IF >9" SEE 1O/S5 45°± 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT ' @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACHJ EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & TOE NAILS pQ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. '• BLOCKING ' 7/16" OSB SHEATHING ATTACHED W/ 10d END GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" 0/C CORD ATTACHED W/ (2) 16d TOENAILS wl 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)1 Od / 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ / FROM RIDGE FASTENED AT EA. END % "L" BRACE TO EXTEND EACH JOINT w/ (3)10d & (2) 10d (NOT REQ'D WHEN /; /� AT LEAST 90% OF WEB TOENAILS @ EA. END GABLE IS 4'-1" OR �\ LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL SHORTER) �� GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2 GDX PLYWOOD OR 7/16 @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 1Old NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD BOTTOM ATTACHED \ (2)16d NAILS W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING FASTEN WITH 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE if FASTEN WITH 1 Odx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" 0/C INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM F TH LA T LAMINATION O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 1Od NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4)1/4"X2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4)1/4"X2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. 55 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 T SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION (0SCHEDULE FOR SHEATHING DETAIL BACKNAIL wl 1 1 1/ " (2) 16d NAILS -WOOD TRUSSES Co 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING . RIDGE FASTENED AT AT 24" O.C. ON TOP OF 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 0/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL DQ SPACE AS SHOWN FOR 3-PLY) 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -' SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d 2 2"x8" "L" BRACE , SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) NAILS AT EACH STUD FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 REV. 06.08.22 AS PER HIB 91 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, 8d @ 6"O/C IF >9" SEE 10/S5 r- WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS _1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAMI OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 0 E S ( 2x4 "T" ON TOP OF PANEL I LL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ EXT. WALL CONN. @1Odx3 COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF @ 4 O/C (2)12d TOENAILS NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING D ) ISEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ( 8� SECTION g IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2)16d PER JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/55 CROSS BRACING DETAIL ( J l 12 6.9 MAX. SCALE: N.T.S. TOENAIL 1 (2)16d NA 12" RSH SCHEDULE ;ATTACHMENT #2 SYP BLK'G @ 16" O.0 Od x 0.131" :NAILS EA. SIDE IT. 2x4 #2 SYP w/ 1 Old XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 1 Od @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 ! CONT. BEARING 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. OVERLAP TRUSS BRACING SCALE: N.T.S. 15 F'Kt-tN(alNttHtU WOOD TRUSSES AT LEAST TWO TRUSS SPACES 6" OVERLAP \- MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • EXT. WALL CONN. NON -LOAD BEARING LOCATIO (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 74" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE — (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1A"x1 1/2" SDS^' ^ —wry i . o�rinnva GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 0 w \-BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH 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 ZBOTTOM 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 20'-0" MAX 20'-0" MAX "X" BRACE SCONTITOM CHORD BRACING 2X4 MIN. 2F- hL 11161,1111i m 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 ZVI)C�j , C� ., Cn ca enLU o U_ ar 0 C [C 35 N w cv zt o �,Q m as .sa e �0 a U tv .. . � GIN U �o ' ti f- L, C) •`. ri. To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W �* E Cc,M v 0 `C 6 co 0) Cq co � fn LL u, Z 0. — o a 2 ��9 �. 3'� N c O 0 lml� Z ILM Co 04 N Z N OU 0 Z W ❑❑ V M Z N O 0 ;2: M N z � � J — r` V) ^, Z a ( c VJ � +-1 fCi w I FIR 0 NCv V7 LU S 'S winS w , 1 M 8 E 1 c U' < _ 0 m w co M O SS z G LL !Z E Q E ao QO zo <N z0 v ¢0 °0 U &� Q 0� N@ i `L o Q w w J (� c 0 o� 1.m m r p zz z - J >Z �Z C) 3 F oa Z W U3 wLL R' ao Tr o 0E Z w` � �o co V� zIa ar °3 O ` J LO Q 0 ^, i 00 r U 0 N (� m L LO LO U) N V1 LOI U_ N O N LO CN Q LO r ai E c co N 'ui o Z m Z � E f c c a. U J Q (] J JOB NO: 22-12362 SCALE : AS NOTED SHEET NO. S5 I - - 1 TI l I I a �T 1 1T ,,17— i gill IIr7iV,TFIill;i� till iT�;iii i u,i a- TI!I __I I it�._— _ __ r r 1 ------ F__F__- nni 3 O J m n N LO v cn 0 a DD 0 I N 3 in LO In cV LO v O a 0 LO N IO L cn' 0 an 1.2 Q N a a E 0 x v c J P, ZO Up C cgi N a .o i a 0 0. 2 N 0 v 0 O C) 0 m 0 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C / CEILING & 8" O/C WALLS / 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 SQ. FT, OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM, DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ER PLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" Q.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 w PLYWOOD SHEATHING U) NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO o = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. 3RD w LAYER 118" THICK. U_IL —INSULATION PER CHART ON FLOOR PLAN B R S6 S6 ETAL SEAT 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 (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. AT GARAGE CONTRACTOR BASEBOARD N TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE E N I a FINISH GRADE 00 A AA 11 11—.. ° III I I —I I I I e ° d III—L-1 11—I I - 00 6x6 W1.4xW1.4 - WWF OR FIBERMESH,- I) II IN I— \—STD. 90 *HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION REV. 03.16.21 SCALE: 3/4"=1'-0" SIMPSON LSTA24 STRAP w/ (8)1Od x 1 1/2" NAILS TO STUD 2nd FLOOR W, BEAM/GIRDER FEND SHEATHING TO )F BEAM OR GIRDER ITE W/ O.C. )OR TRUSS/JOIST 2x STUDS @ 1 2"x BOT. PLAT[ (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSS ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF, c SIMPSON HETA20 w/ (8)1Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK 15/32" OSB EXPOSUREI FIX SHEATHING PROVIDE x BLOCKING AS REQUIRED PER D 0 SECTION X-X IF -A NOT FULL Q HEIGHT SHEET C Z M G FLOOR SYST r (2)- 2x TOP PLATE �l BEYOND 1 — 15/32" OSB EXPOSUREI F F SHEATHING w x SOLID 2x C BLOCKING @ ALL o C SHEATHING 0 EDGES (SEE 0 OPENING SECTION X-X a0 C x Rw x E H 2x STUDS S BEYOND. SEE PLAN Id U) IL 1 \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IAIAI I rl r%in-rinkl nln/nnnRA 2ND FLOOR FRAME CONNECTION FLOOR CONNECTION rB`�� 3/8" "S" = NAIL 3/8" SEE JI8-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. CJ'6 @MASONRY 1ST FLR. SEE J/86 SCALE: 3/4"=1'-0" '11 S6 SPACING FOR ADDITIONAL INFORMATION. S 3/a"1/2„ S 1/2" 01 S 1/2„ SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND JOIST AT EA. STUD e /2nd FLOOR WALL---- *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SPACER BLOCKS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. 7t4 "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN 2"x4"CROSS BRACE @ 48" • INSTALLED PER MANUF. j-' SIMPSON HETA20 w/ (8)1 Odx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION, RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)1Od 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (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 N ._^ AIV Tr— °. I d _ ° (�I (- CD II ICI I ICI i Il I ICI I=8" (3) #5 CONT. ON 3" 8" 1'-8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION ( 5 SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" ADDITIONAL SLAB INFORMATION. S6 AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL wl (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X sFF �Oy, N 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.) 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 o JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Y8". h u) OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL CD0 NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z �_ © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ Sd COMMON NAIL. 0 OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. v O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J W/ 8d COMMON NAIL J Lu LL O Q� co PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER J Q O Fw/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. Q x1.-00Y) � N Co LL ~ OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w 0 O MEMBER IF GABLE END _ U) NOTE: WALL SHEATHING INSTALL. C . S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION ;4i 1 (2) 2x HEADER SEE PLAN `S4 • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE O,o NiFRj0R N� SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 v WWF OR FIBERMESH %C q :ff d ' ° d ed , e °. _ CV .d .11' " •.IrIr I I I-1 I I�1 I I --I � S � d � � d a • e M d -I I I—t I —I I I, e ° d A' (3) (3) # 5 REBAR ON 3" CHAIR 41' 1'_8" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 • 8d 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". HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS ISTUDS SIMPSON EA END EA END EA END EA END 1'-4' (1) (2) 1 2) (1) LSTA30 4'-9' (2)(3) (2) (2) (1) LSTA30 9'-16' 1 (3) 3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. FINISH GRADE _ 00 I�III I :9 � @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. U c► !V9 ea e� 111 (M o h o -a m ae >= u- a n o — f/f � O c et : sa C ¢ n c E b Cj `a v.. r ti .• rISE.0 •�e.a L- iP ,��f;,rOF65S10'Z4 e 1 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 beadng Engineer's signature and seal. ff am N W 4 tE O M O' N CV O o O c Cq � N 7 O co N 0 : 0 Q 0 . N ' V' J J U. C ul J LL LL a —'� a z C0 o W CV O o .20) z ILN m M Z -:4J J 0 ov W El E3 V M C" z N M o� z N iz- J N N z MW 0 4 W o U 0 Nc� W o U J � aLL� I I L U o O • ®� C aO Y Q N �, o w M fl zM2 � E >� Qo C Q Wo z Z® oa Icoro x0 U U0 0¢ N a� ¢0 ww L� z o zOE cau J 'm �z � z fn Cn 3:o F 5° W U 11 <o d 'z 0' �w F 3 =� 00 Q Y S2 a O Mj CO 20 0 2 ` J LO LO Imo— 00 CID co 0 0 rn m — LJ r� (n lf�l U_ 04 04 LO LO {V CV Q LO r N E 00 M N z° co z O E Tr— T C (l U J Q 0 J JOB NO : 22-12362 SCALE : AS NOTED SHEET NO. S6 (MONO) it 111C .A UA x C5 Z N i.l i�., d till. ii,: lit , iIS3f1 J1 Gt II 1- . F _— ff I �� - r-- m n N 10 cn 0 0 0 J I m r- N LO 12 v cn Q 00 0 J M 1 LO ICY 0 c 3 Q a E E J 2 tr_ 0 0 UI N .o i a G 0 U J N� O 0 5 a 0 N 45 0 CM DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT APPROVAL FOR CONN. P.T. TO PRODUCT APPROVAL FOR CONN. ,' /, 1x4 APPROVAL FOR CONN. 1 X4 / 1x4 P.T. 3/16" 0 X 3" LONG FURRING FURRING 3-1/4" LONG X 3/16" 0 FURRING TAPCONS (2) ROWS 3/16" x 3-1/2" 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 W/MIN . TO PRODUCT TO PRODUCT EDGE DIST. APPROVAL FOR CONN. / ` i 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CO,J2" / , /i , , j ; (2) ROWS 3/16" x 3-1/2" ,// ; x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 j, j'i'% TAPCON @ 16' O.C. & 4" FROM EACH END END w/ MIN. 2" EDGE DIST. FURRINI w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2 DETAIL 21 /4" DETAIL STAGGERED @ 12" O.C. 1_ 1 Id11 n�TA 11 x BUILDOUT @ OVER SIZE DOOR -WINDOW --ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BILK.) 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( INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX it SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK Z-0" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. �-1/4" MAX EMBEDMENT INTO K.) 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. &BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d - PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL K SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 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 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.$ #5 REB, (TYP,) STD. 90' FILL SOLID HOOK BOTH CELLS i j ;: Z� LNOTCHWEBAT 15A 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 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'Y2' 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 I 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 BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR 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 MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY—/ TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH —J IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING, PROVIDE LOWER HOOKED DOWEL / / W.W.M. AT PERIMETER WHERE THIS CONDITION #5 CONT. TOP & MID OCCURS WITH MIN. 3" COVER 6-0" p . _ Tfl=fff=Tf� I =fffr T ° 1=1 I I I I — .D III GRADE M P z r R •D . a (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" LFILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS ' 2"x BOT. PLATE W/ (2) 10d @ 6" O.C.. ® +R ` #5 REBAR TYP, ( 3/4"PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6' O.C. EDGES AND 12 O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TD. 90° HOOK (TYP.) > 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) YP.) FACE NAILS 10d @ TRUSS VERT. WEB — METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ' ® SIMPSON HGAMIOKTA @ 12" O.C. w/ (4) 1/4x1 1/2"SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK ' +2 NOTC F� @ FIRST COURSE ` THE ' ` ` :S = J F_ FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE PER PLAN F CHANNEL, --_� FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE • ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**} 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SFO 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.* ?XO + CFN�TN + + + + + + + + + 2X4 SYP . • EACH TRUSS CONNECTOR SEE LINTEL SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO \+ SUPPORT SOFFIT CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4' _0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS CGG QWPPT m Akin 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: 3r•, - L Cr z O U_ O w U a U) RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1st 4 COURSES SOLID W/GROUT e. 'a d: -a, FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERMAN. a. RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5'-0" ISH F SCALE: N.T.S. ° ° p : #5 BAR P• 1.0" P , P .4 \ p • , d ° . .• CENTERED W/ g • •' °n9W9H IN TOP o ° _ e KNOCKOUT/ N ° CHAIR BLOCK ° MONO FOOTING .•,° SIZE AND REINF. PER PLAN AND SECTION DETAILS = CLEAN FILL .e ° e ° DIRT z C STANDARD o n 90 HOOK iv #5 BAR IN FILLED CELL, • , It L �i �• \♦✓s• ♦ ♦�i �r ♦ ♦emsk s• \♦•,i �• STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = 1'-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. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY In% ur--rr r►L n^►rn SAW CUT EXISTING FOOTING rA SECTION 11 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. ° d '= > W CM a. v, z7= c 3 °= C C= �o 51: v cu ` t= aui In 11 r= E 2 la 0- u N. 2CN •.• fi L 0,,• R uFESSiO`1 �4 /�a/a►dl!Illi1i►��� 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 'ItE 4 8 N 0 U 12 N N 0000 0 .5 ? - N CO 0) NM V LL 4 =� w W CU U_ a 13Z ro C� d Y _ v CL 0 W 0 � cj m w Z " NZ t J Z N OU v L) w ❑O V M z N M o z00N z o ¢ a J N z 1 C ll 2 (� �`++ a--J N is ru m 0 A N U 0 LU o 'L,N N � .- U W J 1— — E V i. L 1 II U o' C CD • N Ol o w M M o Z i z U_ c6 E 8co =a � � >N Z® oa U p a E N M a= ao Q a z L fO cn = ❑ o m . p zE J e" Zz cn 3 oa ao CL <o -z k aW �� o Q� CO A.- <1 ;ao x <t za W: 3 NO J LOLO m Q c� H 00 Ir- >CT � 0 M O U -- U) m ca T , U) Q O VJ LO i -0 ti cal CD N Q c� T_ E _N ch N 00 z° LO z 7 N f E T_ a c cc a 0 Q o °i JOB NO: 22-12362 SCALE : AS NOTED SHEET NO. SS ,o m tm N L0 rn v cn/ 0 0 to N i m LO N 1.0 v t cn 0 .c 0 O GV LO LO v+ c O N N d E iu O L v c c ti In E 0 H .o i a 0 0. r N 0 0 O a N N U 0 ¢ m 3 0 cn SCALE: " 1'-O" 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 \0" 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE:' = 1'-0" V Vr1LL 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN 4" AND " GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER / 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST / NOT TOUCH STRINGERS SYP CUT TO FIT 4RS IN WALL 2x12 SYP B BEARS IN WALL 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C —2x6 SYP ROVIDgMOISTURE PROTEC RATTACH ALL COMPONENT 2x4 SYP BLOCKING STAIR TO CONC. W/ 4"XAND NAIED TO2x4 PT DLOOR WITH GLUE INTO STRINGER_t_/ FOR STRAP TAPCONS @MAX. 32" (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" ATTACH ALL COMPONENTS 1x4 GLUED AND / \ NAILS) OF STAIR TO CONC. W/ J" X NAILED TO STRINGER 2 a \' TAPCONS @ MAX. 32" O.C. / (I EW "A" SECTION VIEW "B" SCALE: 1" = T-0" SCALE: 1" = T-0" ALIGN THIS STUD WITH FACE OF 2nd RISER G-1 SECTION VIEW "'C" SCALE: 1" = 1'-0" TOP OF STRINGER 64 / TREAD 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP N [ r- 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS G E2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 2x4 SYP BLOCKING FOR STRAP PT NOTCHED INTO STRINGER (SIMPSON14)1Od MTS12 w/ D NAILED TO FLOOR WITH GLUE AI S) x 1 1/2" N STRINGER CONTACT POINTS \ NAILS) SECTION VIEW "D" SCALE: 1" = V-0" FILLER STRIPS ADDED "PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL ----2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D—D -3/4 PLYWOOD ON DECK —2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO ' STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS r.1 SCALE: 1" = 1'-0" SECTION VIEW "Ell SCALE: 1" = T-0" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1x GLUED AND NAILED TO STRINGER —'/ FOR DRYWALL SPACING H E SECTION VIEW SCALE: " = 1'-0" -3/4 PLYWOO[ ON DECK --2x8 SYP GLi AND NAILE[ FRAMING 2x4 DRAFT STOP 2x4 BLOCKING NOTE: 2x8 DRYWALL STOP NOTSHOWN STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — FLOOR TRUSS OR CONN. TO GIRDER, FIELD VERIFY OF NEWEL PER CONTI �I (2) LAYER f EDGE GOLD OSB OR PLYWOOD OR 1 j"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = T-0" F SECTION VIEW SCALE:' = 1'4" 1-1 PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. :L POST LET INTO .LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = T-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X B OCKING 2X STRII PSON MTS 2 w/ R 10d x 1 1/2 NAILS D OR 2X BLOC ING 3 RIS R VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" C\F ' > LU Cj Q o ' a cc e� - a m - o -; Z'` N= mc',Cc ZW ' 4) ca.-:c co c c CD c � R m3 0.aL E efl 0 L _ o �,~,�1111t111i! !1i/p ,,.`N N °'� S ' . �1 v, fL6 CZ 0. e Y FL ..�,.Y 0x OW, E MOW, I 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 - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bear9ng Engineers signature and seal. fA ILI 121 co r ® ��mw # M cnN0 # 252S LL Q CM: - 5 LL -j 5 rn Z --cu @ a r �� Z O CLL _ 5 O 5 @ cu c0 W 8CP m w Z Q J Z N co N LL O U 0 W 00 o$ z N z o � � M V) o 0 iJ u7 yaw D0 w g to r- N .f) Cf) U r— — E m i U 0 Ctf W Y Q • ti o w M N o z E og o <� 1:"- Eo w� Z® UO (6 OO aa z O aZ 4] o � J � Ui C O U o Z F z cn N p p d 0 LL�_ U �o az r- >° o Mj O �I w A b-,_ Ov a LO LO rn m 00 0 M V m 1 m (1) LO T fn LO M N O N N L r) l.i') N Q E MCf N Z CISW N T T C n E o v ¢ c c JOB NO: 22-12362 SCALE : AS NOTED SHEET NO. ST I --ill i 11 1JI I--T T I F— I J m LO N ED 00 a- rh 0 LO J N I 00 LO LO L v Cn 0 ca 0 J N i Ln 0 0 ; a N N a E f"- iv E 0 J ti v 0 cal 0 a a 0 0 U J N 0 N a 0 0 a N 0 CN a m rn CROSS BRACING DETAIL (TYP.)r1 SCALE:NTS TRUSS NOTES: CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY B FRAMED RIDGE (TRUSS PLATE INSTITUTE NOTE THAT THE COMBINED WIND AREA IS GREATER MAY BE NAILED ) 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. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX & EACH END ALTERNATE BETWEEN EA. TRUSS DIRECTION TYP. �Z--WOOD TRUSS -j A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 SCALE:NTS DIAGONAL - AT 8'-0" MAX .•, 1 „4 .. TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. r w n1 1 1 1 1 4 I l'1 CONT. ROOF SHEATHING AT TRUSS TOP -- CHORD AT ALL HAND FRAMED AREAS TYP. WOOD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP,BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. pA TRUSS USSES (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12) 1Od NAILS #2 SPF 48" O.C. W/ (4) CENTERED AT 10d TOP & BOTTOM SPLIT TO TIE OR SIMPSON H2.5A w/ BEAMS TOGETHER (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"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT- / CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END NAILS TO TRUSS MIN. (2) 2x4 SSPAF TOP F FOR CONNECTION INFORMATION. BOTTOM CHORD PLE OILVARIES SEE PLAN FOR WALL LOCATION —MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL ; MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE o 16" O.C. MAX. INFO. ° SECTION LNTRY r8 SCALE:NTS SEE FLOOR PAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE:NTS HIP G.T (2) 2x8 #2 SYP w, 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 BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE:NTS L.SEE PLAN 3IMPSON HUC410 w/ (14) FOR CANT. 6d INTO HEADER & (6) Od INTO BEAM - SEE =F PLAN FOR MORE VFO SEE FLOOR PAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PATE SEE FLOOR PAN FOR SCHEDULE/PAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULDE/P ANM OPTION B CONNECTION INFO 0 PT I O N C COMMON BM. TO POST ATTACHMENT rA SEE ROOF PAN 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 A SEE PAN FOR SEE PAN FOR CANTILEVER IF INDICATED CORNER G SEE FOUNDATION PAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE:NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM —f `- FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE:NTS SCALE: 3/4"= V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABL 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE 8d NAILS AT 4" O.C. BM. SPLICE OVER CENTER OF POST SEE PLAN FOR VALLEY TRUSS INFO. —• MASONRY WALL BELOW: SIMPSON a.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL e 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN c, (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS Q COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE �12 SCALE: NTS 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 EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3) 10d SCALE:NTS ROOF AND EXTERIOR SHEATHING ATTACHED 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 • Z' OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE 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 LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.G. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/—/ Z- (2) 2x6 BLOCKING UNDER` FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: NTS DETAILS &SECTIONS cea tea- :2.ca o n�v ep'y r�^1 W IL b W N LZ Q �d�ar N Y CU- -� as 3z Q;< 2-.W CU�; C _ _ e CL ra =io�3!t�� arrrto®o�' VSEF�-. l• FL 40 41�0�� ;51©il To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, W dAs aCD �E cob co UJI 0 CR N 0 C: 0 n -, N 14 N �-� cn�� Q N M 0 LL C LL J W LL LL 5 a Z 0 J m c a Sc _M4 5� L 0 .Z ILWW�°,rn IL m N N Z Q Z OU 0 W oa a U R !q r N O — O z W N Q J — a r C9 0 a --+a) (0 N LU a ° U Og N w 0 CND. �N U � W E _ s o U o c rn 2 ® • Q o m m z a¢ z LL E o o° >". <N Q E 00 �z Z oa F� ra x o U G 00 O N @ 2 az W° wz r -� R3 C pY � o °z zF Z ¢w z a o< Z z '° Q W 0 <� a az w� =3 M, �0 >° O za a= F �3 0 2 O = Ln o� �--.LOm Q i_ I� 00 CIDIr— CO Cr O p U CD coCN 4— " LO T 4_j W U-) I cc L� CV O 04 N N L(� CV Q LO r m E 41 c 00r CM N 0 Z co z = E T to y co a c� '0 16 JOB NO : 22-12362 SCALE : AS NOTED SHEET NO. D1 :r 1 7TTl T -r41 �,�sti�li ii.[,.n�UTF_IIlIFT—JT Tlif6r:1.1I -]1 1 3 J m u7 L0 N rL0 C vCri 0 .G 0 J N i N m N L0 LO L v C tCr .G Q 0 0 i u7 rn L v V) Q N N i Q. N 0 0 J N 0 v .o i 0 LZ J 0 to 0 0 a N 0 0 M5 m v cn (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d 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 FACE OF HEADER/STUDS FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR @ 24" O.C. NJ EXT. SHEATHING MASONRY WALL QA BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO 0 SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & 8d .' BLOCKING NAILS T/B FLANGE o 1. APPLY SUB (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 17- 2x STUDS © ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXZxISORHEADERS • 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER 2 12d TOENAILS. () ( ) •o SURFACE .2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST OR FLOOR TRUSS FOR B 2x4 SIDE BRACE 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) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD BLOCKING WALL 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d 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/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10dJ::t WALL SHEATHING (2) 12d TOE NAILS TOP (7) 10d NAILS & (4) 1/4"x2 TIE BEAM 8„ o @ FLOOR TRUSS/ I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM IS INSTALLED). SCALE: N.T.S. AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH PROVIDE BLOCKING WINDOW JAMB TO FLOOR TRUSS/ SOLID SCALE: N.T.S. GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-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 SECTION CORNER CAN NOT BE INSTALLED CONNECTION INFO TO MASONRY WALL 2 10d TOE NAILS EACH SIDE OTHERWISE DETAIL CAN BE IGNORED FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR O SIMPSON SP2 w/(12) 10d NAILS 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) 2x6 TOP JAMB STUD NOTCHED AT HEADER LOCATION REQ'D TYP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. OSIMPSON LSTA24 w/(18) 10d NAILS a°o c°o• + o,o• o�,o CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED OF CRIPPLES IF LONGER THAN 8" SEE INFO BELOW ON CONNECTIOJIDE PLATE SEE PLAN P. 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 SP8 FOR 2x8 WALL) 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE (2) 2x HEADER TO SIT TOPPLATES LENGTH ON STUDS W/ 11 10d (1) SIMPSON LSTA30 w/ (22) 10d()HEADER WALL, USE @ CLIPS) NAIL BACK LEG OF CIPPLE NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE wl (2) 12 TOENAILS FLUSH w/THE OUTSIDE SEE PLAN FOR SIZE NAILS TO STUDS BELOW.THEN x 4 #2 SPF STUDS DOWN THE FACE OF2 HEADER/ STUDS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE C AT 16" O.C. U.N.O. SIMPSON SP1 w/ (10) 10d NAILS INTERIOR HEADER NAILING AREA (TYP.)HEADER FLUSH TO OUT FLOOR PLAN FOR HEADER G (2) 2x HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR COL. SIZE CONNECTION SEE PLAN O 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS (2) SIMPSON MST37 SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. STRAPS w/ (42) 16d NAILS DOUBLE 2x6 OR 2x8 TOP 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 2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" BASE PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ (6) 10d x PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B B C SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 rid// 2 12d TOENAILS T/B () (2) 10d TOENAILS AT EACH END OF BAND JOIST & BLKG. (2) 2 x #2 1 1/2" (USE SP8 FOR 2x8 WALL 24" O.C. ) @ H FLOOR SYSTEM SILL (MAX. OPENING WIDTH 4 FEET). OR LVL GIRDER SYP U.N.O. EWALL OR BEAM WALL AT EACH STUD ATHEADER / IF OPENING IS GREATER THAN 4, JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) STUDS ARE WIN WALL SYSTEM A.B. TO TOP PLATES, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SEE PLAN FOR 2 x CONT. T & B BE SPACED W/IN 6" FROM OPENINGS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. COL. SIZE AND MULTIPLE STUD PACKS s�2 x 4 #2 SPF STUDS B O INTERIOR HEADER 2x SILL PLATE W/ 12dTOENAILS. TYPICAL BLOCK WALL PLYWOOD NAIL NG SCHEDULE ATTACHED PER SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" BOX HEADER AT 16" O.C. U.N.O. (2) 2x HEADER G (1) (2) EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN ANCHOR BOLT w/ (2) 2x TOP PLATE 4EE PLAN E F TYP (1) 2x SILL PLATE W/ (2) 12d TOENAILS. F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ 7::: () 10d NAILS & (4) 1/4"x2 1/4" TIE BEAM MIN. 6" EMBEDMENT 2 SIMPSON LSTJ2 w/ 1 () (0) 10d NAILS WRAPPED UP AND CRIPPLES @ 16" O.C. w/ E PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE IJO TAPCONS PROVIDE BLOCKING OVER TOP PLATE /f2y MPSON SP2 w/ (12) 10d NAILS AT 6" SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS o o TOP AND SIMPSON SP1 w/ (10) 10d 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 I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE AND EXTERIOR HEADER CONN. cl► 2nd FLOOR FOR FTG. REQ. Zx CRIPPLES TO MATCH JACK STUDS BELOW SITUATISTUDS w0N. CONNECT G.T. TO / (2) SIMPSON HTS 0 w/ O x 1 HEADER AIL AT TOP BOTTOM BOTTO 5 FOR EXTERIOR 2 STORY WALLS ONLY. 6 2 STORY COL. @ GIRDER � SHEATHING CAN STOP ONCE UNDER 7 PLESARLE (IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. J.° ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH SEE SS FOR RETROFIT SEE $/D-2 FOR 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 NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER FOLLOWED IF DOWN SET OR BOX HEADER IS USED 10d 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) 10d 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 OF2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS O O 12dTOENAILS. (1)INTERIOR ILPLEADER/ 2 3" O/C 2x CRIPPLES 16" O.C. (2) 2x HEADER SEE PLAN END OF HEADER. SEE EXTERIOR HEADERS 2x PLATE W/ 12d TOENAILS. CqT Np F4�•?x�TO „ 2x STUDS @ 16 O.C. W/ 2 12d TOENAILS T/B O INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) SILL (2) OPENING LARGER THAN 4 ft (2) 2x TOP SPLICE tiljN (2) 10d TOENAILS AT EACH 2x SILL PLATE W/ (2) 12dTOENAILS. INFO SILL PLATE w/ SIMPSON LS30 w/ (6) EXTERIOR HEADERS END OF SILL (MAX. OPENING E WIDTH 4 FEET). IF OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 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) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d 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) 10d 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) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS W/ (2) 10d 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/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS 2x4 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 9 �0 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. ':cam 0 car mi W m f� =, C2. C �- a- tRi `L3 N � to O � 4 d d �. -- 3 3 L CD d .� -M N, rs ,E t0 G ff ro ,i:•�lot­ 5 ¢�� Fop •' t� ,••• To the best of the Engineer's knowledge, information and belief, the structural plans and spermcations contained within these drawings comply with the 2020 Florida Building Code - Residentiial 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. V) W �E v 0 N N r 'L- a� N �040a N 4 N O # y c: J C J J LL W W ll d W L w W � Y O Z mn cp O IL Z r°2°'°' m LO N Z ¢ J Zw O U 0 V W El El M Z N O O z Q J d � � z f6 Cn LL w � U 0 w g N Of �NCO .3 v� LMIN V z.,• = L C)o0 m �m CD W M O Z � UL o Wo <� Q E V <= Z® o� °teco a �0 0 o� O V C qz O w W _ C Y O �m O W Z a� J <w Zz Cl) N �+ '0., o¢ ao CIL h � U � O CD 6 Y O CO uJ '¢- z� a � OF- Ln L,n CID 00 MO M 0-. O Y r VJ m m �LO ¢I V O N o Ln 04 N Q IO ( c� r a) cc M M N d Z z j �/ E T— N T w m a E U � Q p JOB NO: 22-12362 SCALE : AS NOTED SHEET NO. D2 `s i I r - _ — — I I � i J ..�. i _ �. a.�G �, im. �. ulLS-. AC�7�T J-u�-Tile i, �r - i - I T -r Tr- �- r '-i i ��: rd: -rr - 3 -v 00 r N L0 c cn 0 M O J to N i E m LO N LO `v :o Q CO 0 J N i A LO L 0 Cr U1 0 -L Q CLC7 a E a� E 0 J y N N 0 c 0 i 0 U N LZ N 0 0 0 a N N a 0 5 a 0 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE FLASHING REQUIREMENTS TEMPORARILY SECURE BARRIER WINDOW UNIT WEATHER DOOR ROUGH OPENING SLOPE RESISITIVE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall BARRIER WOOD FRAME CONSTR. JJJIII TAPE EXTERIOR SELF -ADHERED FLASHING 3/4"-1"BEAD OF CONSTR. (0.6 cm: 30.5 Cm) include flashing as described in Section R703.4. s SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND WALL BY 6 IN. RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of (ASSEMBLED WINDOW) NAIL BRAND OR EQUAL WEATHER EXTERIOR 2 PROOF CAULKING CEMT. FIN. SELF water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means �- WEATHER BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. -ADHERED FLASHING RESISITIVE z BARRIER SEAL TOPS OF JOISTS WIRE layer o, asphalt LATH R703.2 Water -resistive barrier. One la of N15 halt felt, free from holes and breaks, complyingwith ASTM D226 for Type 1 felt or UNDER DECKING y p yp suBFLooR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied SELF -ADHERED FLASHING (SEE DETAIL WP07) -----_ ___ horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The HEAD FLASHING TIE-IN INSTRUXt 9. Cut, fold up &temporarily securere weather 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 THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for % building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. flashing installation � MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over AND WATERPROOFING METHODS TO weather resistive barrier �1 +1 wood -based sheathing,shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade BE USED. 3. Fold weather resistive barrier back over head 2 p q y flashing and seal with tape 2 O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scale: NTS■ SELF -ADHERED FLASHING ■ SELF -ADHERED FLASHING ■ FLANGED WINDOW 1 EXTERIOR DOOR WITH DECK - SECTION A CEMT, FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER ' Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. EXTERIOR SHEATHING RUBBERIZED 3/4"-1" BEAD OF CONSTR. NEEDED IN CORNERS ADHESIVE EXTERIOR SHEATHING INSTALL SELF -ADHERED ASPHALT ADHESIVE ,l ADHESIVE TO BE APPLIED UNDER FLASHING JAMB &HEAD THROUGH SELF -ADHERED R703.4 Flashing.Approved metal flashing, vinyl flashing, self -adhered membranes and mechanical) attached flexible flashing shall be PLACEMENT THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING pp g y g y g PLASTER UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied 12 MIL DRYLOK CMU -MASONRY BLOCK OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to EXTREME REFER TO TECHNICAL SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. LETTER ON CHEMICAL RELEASE PAPER p ry p g g p WINDOW COMPATIBILITY ' Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER 1) SEALANT AT SELF -ADHERED FLASHING SELF -ADHERED FLASHING, ` (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and 4 SEALANT JOINT EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE WINDOW BUCKTO ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as OUTSIDE EDGE OF ° MASONRY VERTICALLY FROM WINDOW BUCK ° ° BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings 2) SEALANT JOINT THRESHOLD t 5) SEALANT FROM g shall be installed at the following locations: INSIDE EDGE OF 2 s WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK ' " '..."": ° SECTION -A (SEE DETAIL WP02)' AND EXTEND TO WINDOW FRAME 1.1.EXterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall MASONRY ATTACHED ° SELF -ADHERED FLASHING finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings -PER CODE 6) TOOLED SEALANT REQUIREMENTS O - 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the BEAD BRIDGING following: CLADDING AND WINDOW z FRAME SELF -ADHERED FLASHING 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration - 3) SEALANT WINDOW FRAME T NAILING FLANGE WINDOW BUCK ALL THE WAY manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details AROUND INCLUDING SILL. 4 2 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or DO NOT FLASH OVER SEAL TOPS OF JOISTS 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for BOTTOM NAILING 8 UNDER DECKING subsequent drainage. Openings usin an flashing shall incorporate flashing or protection at the head and sides. FLANGE (SEE DETAIL WP07) 2 7 q 99 p g p g 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW ■ 1 EXTERIOR DOOR WITH DECK , 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. - _ SHEATHING 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in gutters. JAMB, SILL AND HEAD DETAIL Lath APPROVED APPROVVEDHOUSETHING WRAP PATCHDHEREDFLASHING Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL STRUCTALATH TWIN TRACK ° stucco FLASHING AND WATERPROOFING METHODS TO BE USED. 3/4" CEMENT PLASTER � � � �� � % ° ° ° a 'iw 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE `\ \ 1 ' I DOUBLE ° a a "V SEALANT SOCKET WITH I JOIST TOOLED APPROVED SEALANT SINGLE WOOD BEAM 7/8" Cement Plaster I �; i I I; i� I I E"; ° ° j , 1 in accordance with Cement Plaster JOIST �, BELOW 1 SELF -ADHERED FLASHING ° Foundation Wall °Q ° ° C in accordance Ce r SELF -ADHERED FLASHING V with ASTMC926 ASTMC926 2 ° °° A Felt backed metal lathe in accordance - Felt backed metal 3" MIN SELF -ADHERED SELF -ADHERED 4 with ASTMC1063 lathe in accordance FLASHING FLASHING O with ASTMC1063 Z 5 Building Paper Building Paper 7/16" O.S.B. SCS 06sheathing WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING SELF -ADHERED FLASHING sheathing - O.S.B. EXTRUDED SHOULDER DECK JOIST ■' OUTSIDE CORNER ■ FOUNDATION WEEP SCREED ■' /, : Metal sheathing Flashing / Weep Screed SELF -ADHERED FLASHING 2x FRAMEWALL Installed As Per Manufact. Specs. STRIP OF SAF LEGEND Maintain _Stampede orsimilar PRODUCTSDETAILS TILE FINISH SELF ADHERED FLASHING (SAF) ti o Bottom of cauk bottom }- DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT Wee Screed Lu BARRIER (WRB) p joint only LU 1 1/2" t0 2" co BOND BREAK WEATHER RESISTANT BARRIER- WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK-__ BOND BREAK WRB SELF FURRING (SF) LATH Above Roof - Weep Screed PER THE FBC RESIDENTIAL 7TH EDITION (2020) ¢ ( PLASTER ACCESSORY Sheathing Installed As Per 1'-4" PER PLAN SF LATH SHEATH]NG,'OSB', PLYWOOD, DENSGLASS �c _ � Manufact. Specs. Detail Instructions 1'-0" PER PLAN '� I I WRAP DP WRB ONTO 1/2" Cementitious Refer to the number marked as f in each detail that corresponds to the THE VERTICAL Cement Plaster SURFACE TO TOP OF Decorative Finish numbered items in the list o InStrUCtIOnS below: FLANGE AS AN AIR in accordance BARRIER with ASTMC926 ®° ° SLOPE over wood 2nd ®° ° • ®. All inside and 1. Install self -adhered flashing in order as shown by numbers 8" CMU �T- I 3-1/2" INCH FLANGE °®°®°° ' ®,o® outside corner will 2. Install flashing and weather resistive barrier to form water shedding _ floor ° o need to be miter laps 4" OR 8"CMU - - - • o®� ° ° ' ® cut and caulked all 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH)-__- ° I '®® butt joints need to Z Z STRUCTURAL FRAMING 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT a I a CL -1" ®®�®, ®4 • becaulked using �" °• ® embedded in the adhesive layer) -for ease of installation and to M M STRUCTURAL SHEATHING Stampede or sim. Stam a W OP THIS GAP IS A RESULT OF ° a_tl NATURAL SHRINKAGE. STRIP OF SAF caulk for all minimize scoring CUtS W PLASTER STOP 5. Remove all release paper per standard installation instructions and a ° E- to DO NOT SEAL. _ - _ (D CONTINUOUS BACKER DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" x 6" ° U ROD SEALANT DRIP SCREED PLASTIC a ° W BOND BREAK WRB Minimum) SLOPED MUD BED = LU LtJ ACCESSORY I t 6. Fold as shown by arrows 8 a ¢ IZ SF LATH 7. Angle of corner may vary, adjust folding of the flashing accordingly to a4 U) o fit tight to corner VINYL SHOWER PAN ( 4 ° 0 A I� Note: 8. Mechanically fasten as necessary SLOPE II ° _ - _ - - - - - - li The building paper and metal lath must be SL a ° a a 4 Cement installed over the top of the weep screed. 4 o PLASTER STOP Plaster A a CONTINUOUS BACKER ROD over block a a & SEALANT 1 st floor a CEMENTITIOUS FINISH SHOWER SLAT ■ SOFFIT/CANTILEVER Al ■ WEEP SCREED DETAIL SCALE: NOT TO SCALE mw cm MLU > w LA-�c `gyp i a ems• o C tC CJ N -o m >< LL N 'C7 KV ._ x � a% W E c 3 M 7 C •� T y S� C C, 6 CV O CV o CV 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. to W a v E UJ8 N0 w�.. Cb aO c N � (n N iiJ Q tJi- a) M V J C LL- -+ W JLLLL. � Z W - drn a Y 0 05 CP m w Z LLW LO N q ¢ z N oU U 0 to W l� 13CD M z NCID Z � o d et .* to N M z CD0 o w U � O �N o �y N � .. ra C) � 1�. J allc �- = _ � o `3 t U =� U 'o H • N m C,w M0 o Z J L L 0- EU ¢ Z O 0 QO w=o� � > N <N z0 cu g� �o O< O E N E z ao ¢o a z �� _ C y V m� OLL Z _I m az Z N 2 °o Z 5� C1 LL a m w U¢0 aLL S J Z >°0 -I IiIJ o w� a � O > ^ L / LO ui C71 I� 00 M r o " a N Cal ^ Y / - , U) Q 0 4 � I � LL N CD N LO L!') N CV Q LO - r E E 2 M ch CNI z Z E 00 E T- h T L c m n E U Q p -� JOB NO: 22-12362 SCALE : AS NOTED SHEET NO. W P Wounting Brackets (10 Gaugial 4-712e x +'I +2" x 2-t 2' Slash Cross Sport a (stay be cut to W) Staclte (16Galuge) 1111F #14 Self iwillirtg .i q py� SCi'8W3 4 C Udt 11•ottom Edge a Hurrkarle Strap (TypicA 3 in front) Washers Front Cross Support Self-ixlcl inq,louts (May be cutto W) Left Bracket '06Gauge) #1�1'4Selt-DrilingScr rsThruBrackets & Ba kCrltss Support Into Alt Unit 8o t init Side (Typical- 3 each side for hurricane use) I 3 i 1 .: 1 1se4 uFic 11e Lwsun a apg pa+mrrd4si w'u.la each i-irzrriiarscAic t3racc # ' I RIgYt4tti�'Wagibillo "a Spirit Florida Department of Business & Professional Regulation P;Wi V I Building Codes and Standards lworlml Product' Approval Application Detail Emily ar Bite 21al, Data Pandnd me MM Yerslal. #Ianitfacturer contact Endnear&Licaue Vatidaled 9v y,011401-04 Lged Fact Aooroval gggow &a AHi-sti.e 2020 Smart V-1 Products, Inc Malmsel Graham Hennes F, N-0 P.E. Locke Barden P.E. 12/18m20 12M&22020 12728M20 Approved Ceaegaly::SmJttural components (877)441-83R PE-73776 (334)300-.180U Stibitategory: Products Introduced sea.Resuitof IriiDp�•sniailvent.cam Now Tech -oily. Camprisnn Method; E.1-ticn Report from:a Florida RegleteredArchitect ora. Licensed Florida 'dt8"tireduels Professional Engineer ' - - Fj�j - _ Good" Amasses es Armroyodfor Use Approved for Use ...�: knew aw#. Produd.GD oaM. Nmhrt uor Km a Product Discrioean conlraet.Expiraitan Date In HVHZ Outside HYHZ -Rasistaot Pryiia. 1 SmanVent Modal#1540510 Dust Function Flood. n d Ventilation Vent 12r31f2023 Yes. Yes NIA e10DMoo 2 SmadVent Modal #154MI1 Dust F.ri Flood end Ventilation Vent 12r011 t2= Yes Yes NA .10Dh100. 3 SmadVent.Made:#1540520 Insulated Flood Vent 1M,121)23. Yes Yes NIA •100F1D0 4 SmamVenl Mad al#151-n2T insulated Flood Vam 12342023 Yes Yes M!A 1100bloo 5 Sm.dVem Model01540-824 168quC, Garage Coar Flood Vent 12?MV2023 Yes Yes NiA N/A 6 Smadvinit Model 01540-570 Wood Wall Insulated Flood dent 120,[12023 Yes. Yes WA +100F100 Smart Vent Model#1540.574 14 5&purl: Garage Door Flood Vent 123in023 Yes Yes NIA WA Florida Department of Business & Professional Regulation Pagel art Building tie Codes and Standards 1n4rzb21 Product Approval Application Detail PP pP NSn D Code Jaaorw DotQ Doll, Dare Pendnc ate 7lte11 Version, Manufacturer Cdnteac EriomeaiL cakevaluated EW Vol"" Sumatied PBC Anuoyel "-"it status Revision 2020 Drexel Metals. Inc. Jason Shumate Zachary R. Priest Looke Boaderi RE. 08/ OM20 M/032020 0anM020 1 W32020 Approved CategoryFooling 1502,i 303-1511 PE-74021 (334)300-18d0 subcategory: Metal Raising bh.-I.CRprexmet,cam Compliance Method: Evaluation Report from a Florida Riglste `Afchgecl or a Licensed Florida Rofesslanal Engineer - Qualpv Assurance Approved for Use Aprrowdfar Us a Impact Dedall S#o #. PrpduM .Numbers as Product DMI710011 Contract Expiration Date In WMZ Outside HV1Q Runt Porgy ure t Drexel Metal Roofnp Systems DNC IODNr% DMG 1508S, DMC 1?5S, DMC 200S, 12J312025 Yes No NfA +01-180 chic5Y Florida Department of Business & Professional Regulation Page 2 of Building Codes and Standards 1n5rz922 Product Approval Application Detail �qgg... Entitu or D( Date porMrna ,fig Sam Type Version Manufacturer Coal Engineer,&License Validated By Validated-'Subm tiled FBC-:Approval AltproVad Status Revision 2020 Therms-Tru Corporation 5teye Jasperson Lyndon F. Sehmla RE, Ryan J. King, P.E. 04r1512021 1245112020 94122/2021 OWO&2021 Approved Category: Exterior Door; {80�i:6437828 PE-43409 (81S 767-6555 subCategory. Swiling Exterior Door Assemblies staspe-@therabu.00 Com pllanco Method' Evaluation Report from a m Florida Registered Architect ora Licensed Florida Professional Engineer '�, FL-s2R4��6Tapt9luals - ... .. Quality Assurance. Aodrovadfor Uso Agprovedfor Use jyggct llasion sea fk Product Model, N umber pr Names Proouct Descralon .Contract Ex iratlon.Date 'In HVHZ gvtslde HVHZ Resistant Pressure. 1 a.Therms-Tru Fiber-Classicand Smooth -Star Nominal 69039;8$quotl irypact8quot; Opaque. 42/312022. No Year Yes NIA Composite Edge Fi bergia-Single Door tinswing70utswing X configurmon) 2 o, Therma-Tru Fiber -Classic and Smooth -Star Nominal 68#M;8 &.qucI;In*act&quot Opaque 72t3lt2022: No Yes Yes WA Composite Edge Fiberglass Sngle Door wth' Surfers) OneWng7Outsvarig; XO, OX-or OXO conti tion a 3 c. Thermo-Tru Fiber -Classic and'S month-51ar .. Nominal 6&#398 & u I ac lip � Opaque ale t q mil t&q pap 12f3TY1022 No Yes Y es WA Composite Edge Fiberglass Double Door with or without Sidelites OnswirigfOutswing. XXor OXXO 4 d. Therma-Tru Fiber -Classic and Smooth -,Star oonfigu,%s) Momina188Ji10.0&quotImpadt&gtrot, Opaque ID3112022: No Yes Y.ea NfA Composite Edge Filiarglass Single Daor (Inswrig/Oufswilg; x co, gurat or) 5 a, Therma.Tru Flher-Classic and Smooth -Star Nam(na18&#35,08.quatlmpact&quot, Opaque 1372 I2022 No Yes Yes WA. 'Composite Edge Fiberglass Single Door with Sidolk.cs) (I new nstouta'A rig; XO: Ox or OX0 ocinflguraftns) 6 f:Thera-Tru Fiber -Classic and Smooth -Star Nominal 6&#,68,0&quotlmpact&gwt, Opaque 12/3172022 No Yes Yes N/A Composite Fogs Fi berglass Double Door with or Without Sldelites (Inawlrta1OLftw1ng; XX or OXXO Configurations). 7 g... Therma-Tru Fiber -Classic and Smooth-SMr Nominal 6&#39;q 8quotlmpactaquot, Glazed 121312022 No Yes Yes WA - Composto Edge Fiberglass 6Nt%e Door (II nswngfOul-ing Xmnfgumtion) 8 h. Therllm-Tru Fiber -Classic and Smooth -Star Nominal 6 39� ue Im a uc Gazed m I &it 8 I &q t psi# t 2i 1202 i S 2 No Yes a Yes N/A Composite Edge Fi berglass Single Door with Sidette(s) Onswl nobutsw ng; XO. OX or OXO confgurations) 9 i. Therma-Tru Fiber-Classio and SmoothStar Nominal 6&#39;8 &quotimpa t&quot; Glazed 1213112022 Me Yes Yes NIA Composite Edge Fiberglass Double Door with or withoutSidelites Onav nolOuthwing, XXor OXXO configurations) 10 J. Therma-Tin Fiber -Classic and Smooth -Star l trip Nominal 9, u I N &rr3 D o ac opt Glazed &q t&q 121312022 No Yes Yes WA Composite Edge Fiberglass Single Door [Inswng utswhgl X configuration) 11 k Therma-Tru Flbsr-Classic and Smooth -Star Nominal 8&#39;0 &.quotlmpaet&quot Glazed 7273112t122. No. Yes Yes NIA Composite Edge Fiberglass Single Door with Odelte(z) Onsadngi0utsvifng, XO OXor OXO' aontigurations) 12 I. Therma-Tnr Fiber-Classle and Smooth -Star .Nominal 8&tM-,O &quctlmpaet&quat Glazed 1213172rr22 No Yes Yes NIA Composite Edge Fiberglass Double Door with or without Sid-9tas. PmeovingfOutswing: XX or OXXO configumtons) 13 m Therma-Tru Fiber-Classle and Smooth -Star Nominal SWS,,8 &quotl rroac%quot Glazed Molded 12131f2022 No Yes Yes WA Open Composite Edge Fiberglass Smgie,Doar (Inswngloutswing, X configuration) 14 n,Therma-Tru Fiber-CNssic and-5mootfi-Star Nominal 8&#39;8&quetlmpac,*uot, Glazed Molded 12/31=2 No Yes Yes WA Open Composite Edge Fiberglass Single Door t4th Glazed Molded Open Sldelhe�a)-{Inswing/outawing; XO, OX or OXO contigurat ens) 15 a:Therms-Tru Flber-CMssicand Smooth -Star Nominel6&939;8&quetl mpact&quat Glazed Molded 121312022 No Yes Yes WA Open Composite Edge Fiberglass. Double Door tvfth or without Glazed Molded Open Sicielites OnSvang1Qutswingl XX or OXXO configurations) 16 p. Therm-T. Fiber-Classic-d Smo rthShar Nanunal 6&#39;8 &quotlmpact&quot Opaque 1213112= No Yes Yes WA Composite.Edge Fiberglass Single Door Mh Molded Open Sk)elite(s) (lnswing1OubPMng; X0, OX or OXO eonfoufdtions) 17 q. ThermaTru Fiher-Closets and Smooth -Star Nominal 6&#39;8 &quot;lmpact&qupt Opaque a2h 12f312D22 No Vea Yas NfA Composite Edge Fiberglass Doubt Do or Yrit1q, Glazed -Molded Open Side➢tea (Inswing/Out6Wing XX or OXXO ixuYllguratldrisj Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pa9.1 off 11 awl August 10, 2022 RRO" D UST APPFROW.11-I.L SPEt";3FICATION SHEEN' (20 ) required Florida Statute 55 i Code 9 7 please information and roil numbers o t building com components list below if As red d by f � u � 842 and Florida Administrat B 2m p a e provide the fins ion silt n he po eel they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. [date 1. EXTERIOR DOORS lFiber-Classic A. SWINGING Therm aTru and Smooth -Star NON -IMPACT) FI 20461.1 + 7.0/-67,O psi' 12/31/2022 Therm aTru Fiber -Classic and Smooth-Star(IMPACT) F L2 468 +67. 0/-67.0 psf 12/31/2022 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.01-80.0 psf 12131/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205..03 +38.7/-38.7 psf 4/1412026 Pella Corporation FL 646 C. SECTiONAL Mayne -Dalton Series 8000/8100/8200 #1105 (8 7) FL8248.3 - 1.0/-35.0 psi` 12/31/2023 Wayne -Dalton Series 8 i3f8100/8200 #1123 16X7) F L8248.10 +30.01-33.5 psi 12/31/2023 Wayne -Dalton Series 0000/0100/0200 #11 4 1 FL824 ..11 +34 41-38.3 psf 12131/20 3 D. METAL LOUVERED DRS Curries [division of AADG, Inc 607,707m727t7471and 847 Single & Pairs of Doors FL11537.1 NIA (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 NIA 7/30/2025 Pella Corporation Series 10120 FL11206 +35.0/-35.0 psf 6/17/2027 Plelia Corporation Pella 10 Series FL16603 +60.0/-+60.0 psf 6/22/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/1612024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NiA 5/2512031 C. Fi E D M l Windows and Doom Series 185 F L15349.1 + 0. 01-60.0 psf 413/202 PGT Series 5520 FL243.5 NIA 4/3012025 Pella Corporation Series 10120 FL6694 50.0150.0 psf 711512024 Pella ora Corption 10 Series ang Flange Fixed FL16280 NIA 5125/2031 D. MULLION MI Windows and moors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 F L251.1 NIA 5/26/2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. C m lk Lail Sidingand Ha diePIank Lap Siding F L13192.1 - FL13192.2 NIA 12/3112023 B. SOFFITS Aiside Solid and Vented Vinyl Sofit FL15272A - FL15272.2 +75.01-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 54.21-54.a2. psf 7/3012023 C. OTHER /E 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 1211612022 B. UNDERLA'YMENTS Tamko (1br Shingle Roofs 15Ib Felt Underlayment FL12328 NIA 6/2912023 Plyglass USA, Inc. (fir Tile Roof) POLYS TICK TU MAXFL5259 N/A 12/2312023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp, Off Ridge Vents FL16918.1 - FL16918.4 NIA 919/2026 rVent Florida Metal P Products, Incins Ve R�'"10 8 .3 FL215 0 N/A 1/ 02 1213 2 4 Lo co 1 man r nc DA E Vent -4 ahust FL17 02 1 2 . .. 7.51-97.5 f '9 psi 121 0120 5 1 2 E. ROOFING TILES Boras Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 F L7849.16 - FL7849.20 tVA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DM C 1}}4JON D C C } S DM C , �m M 150S S t DM 175m 200Sm DMC 5V FL17679.1 +01-180 12131/2025 a'. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL150 6.1 - FL15076.2 NIA 12/31/2022 All American Shutters & Clans Galvanized Steel Storm Panels FL17869.1 Nib# 12/31/2022 6e STRUCTURAL COMPONENTS A. 'MOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MiT k Industries, Inc. Truss Plates FL2197.1 - FL219.5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVLr PSLt LSL FL6 2'7.1 - FL+6527.5 N/A 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/25/2024 Florida Department of Business & Professional Regulation page) of 3 Building Codes and Standards 1)2512022 Product Approval Application Detail &Q,Qg Entitvor - J21itg )?ate _DetePend Ina ice: Tore Version Manufacturer con Enolneer&License Validated ev Validated Submitted FSC Approval Approved status Revision 2020 Therma-Tru Corporation Steve Jasperson Lyndon F. Schmidt, P.E RyanJ. King, P.E. 07123=20 07/1D20M 07/2912020 10/1312020 Approved Categcry: Exterior Doors (800) 843-7628 PE-43409 (813) 767-6555 SUbCstegory; SMnging Exterior Door Assemblies. sJaspamdn@thermatru.00 Compliance Method: Eralustion Report from a- In Florida Registered 'Architeet or a Licensed Florkw Professional Engineer - Seel# - - Product Model. Numbercr Name - < Product Desenotion QUalav Assumnee ApprovedfOrUse Approvedfar Contract Exoininon Date In HVHZ Use Outside HYHZ Impact Resistant Deswn Pressure 1 a. Thera-Tru Fiber -Classic and Smooth Star Nominal 6&#3$S Bqw tlmpact&quo), Opaque: 12131rm Yes Yes Yes NIA Composite Edgo Fiberglass Single Door (I1swng/CuteeAn9; X canfgumtipnj 2 b. Therma Tru Fiber -Classic: and Smooth -Star Nominal 8&#39:8 &quotimpact&pooh Opaque 12/31/2022 Yes. Yes Yes NIA Composite Edge Fiberglass Single Goorwth adelte(s) (InsvuingiOutsvdng; )0, OXor OXO configurations)'- 3 c.Therms-Tin Fiber -Closets and Smooth -Star Nominal8&#3g;8 &quot;Ympact&pool Opaque 1 ?131 ii022. Yes Yes Yes N/A Composite Edge Fiberglass Double Doorwith or without Stidel lee (insaAngl0uttlMng, XX or OXXO OonBguregons) 4 d. Therma-Tru Fiber-CWaslc.and Smooth -Star Nominal 8&#39;0 &qucCimpact&quot Opaque IMlIM22 Yea Yes Yes NIA Composite:Edge Fiberglass Single Door OnsvAligtOu vt'n9; X.cronfguration) 5 e. Therma-Tru Fiber-Classicand emooth-Ser Nominal 8&#39;0 &quotlmpect8,quot opaque 1.221P2022 Yes. Yes Yes .NIA Composite Edge Fiberglass Single Doorweth adelte(s) (Ir�tiMng/Oirterang; XO, OX or OXO configurations). 6 f:.Therma-Tru Fiber-Classle and Smocth•Ster Nominal8&#39;0 liquot;lmpact&quot Opaque 12J312022 Yes Yes Yes. NfA Composite Edge FR,erglass Double Door Win at Without Sidelitee (IrrewinglDumwrnq� XX orOXXO confrguratons} 7 g: Therma-Trig Flber-Closslc and Smooth -Star Nominal 8&IFW;8 &quotlmpact&quct; Glazed 1.2MV2022 Yes Yes. Yes WA Composite Edge Fiberglass Single Door (InswirGioutswing, )(-nfuurabon) 8 h. Therma-Tru Fiber -Classic and SnwothStar Nominal 6&#338 Squotlmpact&quot Glazed 12f3112022 Yes Yes Yes WA Composite Edge Fiberglass Single Door vA h Sdelte(s) OhsvanDtOutswing; XO, OX or OXO configurations} 9 i. ThermaTru Fiber-Clossirr�and Smooth-mStar Nominal 6&W.i9i8 &quotlmpact&quot Glared 12MI12W Yes. Yes Yes NIA Composits Edge Fiberglass Double Door with or Wthout Sicielites(ImMAng/Outswmg XX or OXXQ contiguratbns) 10 f.Therms-Tru Eider-Claselc and Smooth -Star Nominal 8&#59;0 &quot;lmpaa&quaIj Glazed IV31T2022 Yes. Yes Yes. WA Composite Edge Fiberglass Single Door (I nswng/Outswirg; Xconfiguraton) 11 k. Thermo-Tru Fiber -Classic and Smaoth-Star Nominal WWO &gwt.Impact&quoi; Glazed 12J312022. Yes: Yes Yes NfA Composite. Edge Fiberglass FooteDoorwath adelte(s)-Onsw riglOut5wrig; XO, OXor OXO configurations) 12 I. Therms-Tru Fiber -Classic and Smooth -Star Nominal 8&#WD &gwimpacAquok Glazed 1223172022 Yes Yes Yes WA Composite Edge Fiberglass Double Door wth or without Sidelines(Inswing/Outswmg XX or OXXO configurations) 13 m, Themta-Tru Fiber-Classlo and Smooth -Star Nominai 6&,#3g;8 &quotlmpact&quot Opaque 12131t2022: Yes. Yes Ye.B. NA Composite Edge Fibrerglass Single Door MAtJi &quor,Noh-Impact&quilt; Sidellte(s) (ImPeirglOutsvong; 90, OX orOXO confguratans) 14 n. Theuma-Tru Fiber -Classic and Smooth -Star Nominal 6&#338 &quotlmpseMquot Opaque 12GI1 2022 Yes Yes Yes- NIA Composite Edge Fiberglass Dou bie Door With &quo) Non_Impaci&quot Sidelites(I nsvargfOuts; ing; OXXO torifgurabon) 15 c: Therma-Tru Flier -Classic and SrnoothSter Nominal&#38;D &gtwtlmpacAquct Opaque 12/3112022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door v&h &quotNpn-impa�&quoC Side„lite(s) (InawnglCutswing, XO, OX.or OXOconfgurabons) t6 p. Tnarma-Tru Fiber-Clasaib and Smooth-5ter Ncminel8&#99;0&quotlmpact&quot Opogoa 12JS12022. Vas Yes- Yes.. NIA Composite Edge Fiberglass Double Door vAth &quotNon-Impect&quot Sldelltes (1 nsoAngtOums ,A rig; OXXO cordiguration) 17 q.Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#9$8&quot;Non-Impacb&quot: Cone- 12J3112022 Yas. Yes No NfA Compost#a Edge FiberglasswSingle Door (Ins4irgfOutswirg; Xoon4ation) 18 r. Therms-Tru Fiber -Classic and Smooth -Star Nominal 6&#39:6 &quotNon-impart&quot Opaque. 12/31/2022 Yes Yes No WA Composite Edge Fiberglass Single Door With Sidelte(s) (IrisiMnglOutsroUlg; XO, OX or OXG configurations) 19 s.Therms-TruFiber,Classic and: SinootM5lar Nommal8&#39;8 Opaque 12131f2022 Yes Yes No N/A lquotNon-Impact&quot Composite Edge Fiberglass Double Door wRh. or Without SkJelftes (Imvv1ng 0uta v1"g; XX or OXXO Co1flg urations) 20 t Thermo Tru Fiber -Classic and Smooth Shdr Nominal 8W9O &quot Non-1 mpeot&quot Opaque: 12131f2022 Yes, Yes No N(A CompoploEdge Fiberglass Single Door IlnswingfOutswinp, X configuration) 21 u. Therma-Tru Fiber -Classic and Smocth-Star Nominal 8&#39;D 8quo0on-Impact9quot Opaque 12J312022 Yes Yes No WA Composite Edge Fiberglass Single Door WM1 Sid-Ike(s) Onsmngiouthwing; XO, OX or OXO conflaumflans) 22. v. ThermeTru Fiber-Clxssicand 8-Ili-.51tar Nominal W-439;0&qua1;Nan-lnpact&quo), Opaque 12.? 1V 22 Yes Yes No NIA Comps sits Edge Fiberglass Double Door Wth'or wthout Sdelites (Inswing/Qutswing: )Q%,w OXXO configurations)' 23. w. Therms-Tru Fiper-Claaslc and Smooth=Star Nominal 6&00913 &qugt;Non-Impact&qugt; Glazed 121S1=22 Yes Yes No NIA Comp�iteEtlga Fibergless Single Door (Inswnal0utswing, Xconfiguration) 24 x- Them-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;8&quatNon-Impact&quot; Glazed 12/3112M Yes Yes No WA CompoerteEtlge Fiberglass Seigle Door whh Sidelha(s) Onsvurlgloutsvdng; X0, OX or OXO configurations) 25 y-Therms -Tru Rber-Clan c,and Smooth -Star Normnal 6&4M;6&quotNon-Imp2r3&quot Glazed 121'31/2022 Yes 'Yes No N/A Composite Edge Fiberglass Double Door Wit, or WthW Sxteiltes (I nswlnWOutswing, XX or OXXO conf ura4rnis g ) 2 8 z. The' Tr Fib r-Classlaand Smooth r fins u -e. Ste Nominal 0 uo Nana act a is tl 8dt39 & k G ze. q mil aq of 12131 02 - 2 2 Yes a Yes N o -.A W :Composite Edge Flberglass5ingle Door X n rat ) tnsw U In a0 iI U tion ( red 27 za: Ttiwma TruFlber-Classic and Sr7wpth-Star S #S9 i Nominal 8&#39.08quoLNon-Impact&quilt Gazed 1213112022' Yes. Yes M1lo NIA Composite Edge Fiberglass Single Door with Sidel ta(s) {InsW ng/Outswi ng; XO OX or OXO configurations). 28 zb. Therma-Tru Fiber -Classic and Smooth -Star Nominal 884M;C &quot.Non-Impact&quo), Glazed 12Ydif2022 Yes Yes No NIA Cam ' eEd e Fl lase Double Cow Win or P without Sldelites (InswinytOutawing, XXor OX3(O , cwffigurationa) Florida Department of Business& Professional Regulation Paa.I oft Building Cocks and Standards sno21 Product' Approval Application Detail code Emitrgr Cato oat-- Date P.1101, ffid., Sygg Vtimlgp Manuf ictruar Conrad EndiNar& License validated 8V validated Sr b dto FBC Approval Yipg� Males R.Mslon 2920 MI Window$ and Doors 8rtm:8ttirger Leis Roberto Lamas Steven M Urch, PE 10MEY2020 10fOfi20?0 101192020 121l&=20 Approved calegory:Exterior Doom (T17)313-3300 PE-82314 1717)3IT-8414 SlsyGate)mry: SlIckno. Exterior Door Assemblies bexmger�miard.com Compllance setback EV31il3lim Report from a Florida Registered' Architect ora Licensed Florida Professional Engineer Produe,,i - Qu�ly Assurance AOprevedIm Use Anoroyad for tie# larvae peslon $606 Product Modal Number or Name Pradua deswlotlan Contract'[xolratlanAate. In HVX& outside HYH2 Raslslant Pressure 1 SERIES 420ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 1MV2024 No Yes No NA 1453X&qu01:x80&quot NON -REINFORCED 2 SERIES 420ALUMWUM SGD SERIES 420 ALU MINU M SGD OX XO, XX 12J3112024 No Yes No WA 969,q..t IlUepnt HON-REINFORCED 3 SERIES 420ALUMINUM SGO REINFORCED SERIES 420 A1UMINUMSG➢REINFORCED OXO T213112024 No Yes Ne NSA 1-053/4&qud;z95&goat; 4 SERIES 420ALUMINUM SGD REINFORCED - SERIES 420 ALUMINUM SGD REINFORCED OY,,. 12i3112024 No Yes No DUA XO. XX96&quotx96&pool: 5 SERIES 420ALUMINUM SGO REINFORCED. SERIES 420 ALUMINUM SGD REINFORCED'X*C 12r312024 No Yes NO, N/A 143&goet996a:qu t: Florida Department of Business & Professional Regulation Pagel wx Building Codes and Standards IM2021 Product Approval Application Detail. SQag Entity or -UR 0*4 Data Pancin. gag IV- Version #lailafactumr cartel, Ehwnm6 uceffse Vaildaled By vatidalea FSC Aaorovai Approved Status Rev.on 2D20 Wayno-➢aton;advtsion of O,.h..d Door Dwayne Xanish Jahn E. Scales Jemey P, Anieser. PE 1011212020 09292026 1023R020 121IV2020 Approved Corporation (.W1783-812i PE-51737 (904)821-5200 Cse.gorir-Exterior Doors dkomisV@ ayn'dation SuhCategoW_ Sectional Exterior Door Assembilm pin Compliance Method: Evaluation Report from a Fields RegistemdArChtteot or a Licensed Florida Professional Engmser Qualav Aswraln Acora ad for Lim Aomoved for Use Impact "sion. Sea# Product Model. Number or Name Product Descrlotion Corsractl lmlratlon (late let XVXS outside HYHZ ReslsaN. Pleasure 3 80W/8100/8200#t105 9039;Maxuldkh: l 449; Max nelght. Gii-ing 12)312023 No Yts Yes +37.00F35.00 available in too or tnkecnedlelss lion. s 10. 1 8400L810W W #7123 168#39' Max width. i4&#39 Max n . Gluing H 12l3112033. No Yas Yos. '30.COF33:50 ion. avaikb in or inktnnediett section k rap 11 6000MOM20#1124 16MS Max width 149#39: Max height, Glazing 121312023 No Yes Yes +34.4006.30 a -late. m topor inter-i iste section. Florida Department of Business & Professional Regulation Pegs 1 art Building Codes and: Standards tr52021 Product Approval Application Detail ,42d4 Itntav or Vie_ we Dare Pendlnd QgQ. mm YA131go Manufacturer Contact Engineer& Jcm se Valldered By Valitlffied§wx=qg f3CAumove1 Auwoved Revision 2020 Curries Dleiai of AAOG. Inc. Tom ROW ULLLC Trey' E`Nhop, P.E. 12r102020 12101r2020 1221=20 Approved Cateaoly: Exterior Doom f 641i 484-2813 rsK 947-0880 Subcategory; Extenw Docr Odmponenis tam.ralla`M..sesloy-co Compliance sethod: Csttticallon Mark a Listing m Ouallty Assurance Aomovedfor Use Approved for Use IgrMI geslon a- # Pr duct Mod®t NtIna or Name Product D"onallan Cpntrecl f_Imtmtlon OXe In HVHZ Outsme HYHZ Resistant Pressure 1 607. 767 727; 747, 7!5WT 17, and 84r Singh end Peini t Flusb Gleaed, antl Louvered single, end pairs or 12,31am Yes Yes Yes N/A Doors hollosemetal doors - Florida Department of Business & Professional Regulation Pagel of 2 Building Codes and Standards Ir5r2021 Product Approval Application Detail Good. oidty or nala mte rat. P-direll cul" T,me ygmgg &lenurlcturer Gorits'et Elmineer&License validated av Valldemd Submitted FBC An -al ApdrpvW 2211a RovIgon 2020 MI.lnnd[Ys and Doore Front SMInger American Arehlteotural Steven M Unchi FIE i1I17i2020 11117IM20 112712920 Approved Category:,Wndovs. (717)365-3700 Manufacturers Assool beri 57171317-11454 Subitaleeay: Single Hung hsittlngergndSYq.cpm dompllanee tfrerhed: Certification :Mark or Using Seek Product Medal. Nyr�er or Name Quality Assurance F041.10t llescrllidon Coraratl EzWralloaDate Actur,"d far Use Acic-al for use In INK outside HVHZ Impact ggggg )ieslitatlt Pressure 2 tsS SH 52x72 FluiRl ge Frame IW8G Single Hung 101062023' No Yes No `601-60 L.min.ted Glass - N tU Cn > N -� U �Q=o O Q O r_ C co 0- T�� V Mcu O 0 VJ O C O O M LL O .0 Cn a) L O L C V .� �/{C//.���i VJ i.f Q Q Z Z W J cn E N CU O L_ iL 0 0- 5.... v 0 W U CIO m H 0 L ca n W Q W z 1 J Z Q J a SHEET NO. PA 1.0. _ - T- - _._ � i TTC c�G- i utl T l�iT, Florida Department of Business & Professional Regulation page6ot9 Florida Department of Business &Professional Regulation Page of Building Codes and Standards 1125IM22 Building Codes and Standards IFd2D21 Product Approval Application Detail Product Approval Application Data11 pond Entityor 20 gag Date Pentlina 13w version Manufacturer Conrad Enalneer&.License Yalidided By yeildetgq -Sutim fitted FBC Approval Approved ,Sl SSA &LIBL9C Ps,! 2011114 DatePostal 292 Revision 2020. Therma-Tri.Corporotion Steve.J-Porson Lyndon F. Soli ri l P.E, Flan J. King: P:E. yPP 1010712021 :09118I2021 10113=21 ?2115f2021 A roved �Version'_ Manufuturer CaMact P-nakraer& woeme Validated IW Validated$ibmlieec Isi Approval Approved Callas Category; Exterior Doors 8D0)843-7826 PE-43-0OA (, 13767£5.a5 i8 ) - - Ankmatlal ZD20 POT Industries Jens Rosa,. drl Mlenli-Dade BCCO-CER h5eml-Dade 8CC0-YAL 11N52D20 11rV5R020 11/t112020 Approved SgbCategory;.5wfrlgmg Exterior Door Assemolies a�spefsotlothermaVU.co category-Lwndo'.es, (841)486-¢1017 (786,) 315-2590 compilaosirMethod Evaluation Report from a m Subcategory: Smgl.Hung irwonSkliliPgtlndustill FiprldaRegistered Amhrtect-oraLicensed Fol Compliance Mal CargrtCetionMal wtisjing orn Professional Engineer - 9 .. _ F E :�, , - R2trPraduxts - -, - .,. .. , N . ,..,,, .' „ .-. , :. , ,':.., , ,, ,., , '. ,.,' , s ': F A - i�fi;` Prager , , > -.. ',_ _' , • -' ,.. I - - ,:I , :.. ,' ,-,. 1_ ' . ; ,. - , : .. _ ,.. ...!- , .' .. , _. _ -Quality :Asaurance .. Auurayadforiise. AopravedfgrUsa .. d Dnfon Dualtty Assura nee Aooroyedfor Use. Aoarovedfor Use Imps Des(on So" Product Model. Number. Name Prodlt Deseriotlat Cornradl dNratlo I Date in HVHZ nutelde HVHZ Resbil pressure Sea# Product Model, Numberar Name Prod udt Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 2 31-15500 CL.me hassle Vol V.yl,sl"). Hung vmrj- 137ts_Wzo25. Yes Yes Y. NJA 1 a Themna-Tru Fiber -Classic and Smooth -Star Nominal8&ii39,8 &quokNon-lmspact8lquot Opaque I?J3712022 No Yes No: NIA - Composite Edge Fiberglass Single Door - (lnswinglOutavnng; X mnfeuratron) 2 b. Therma-Tru Fiber -Clash and Smcoffi-Star Nominal dlil lilquot;Non-Impact&quot; Opaque 12181/2022 No Yes No NIA. Composite Edge Fiberglass Single Door With Slidell (InskinglOutswirg, XO, OX or IJXb 3 a Therma-Tru FlbersClasSm and Smooth -Star Nominal S&03g 8 &quct,'Non Impaclisic t Opaque 1213112022 No Yes No NJA Fiberglass Composite Edge, Obtuse Door with or Without Sideline(Ina»nng/Outswwng XXa O)CXO configurations) 4 d. ThermaTru Fiber -Classic and Smooth -Star Nominal 7&#39,0 &quotNon-Inpact&quok Opaque 12131/2022 No Yes No NIA Composite Edge Rival Single Door (Insv4ng/OutswAng; X. cnntlguratiori) 5 e Therma-Tru F1ber-Classic and Smooth -Star Nominal 7&#980 &quoCNon Imltarr&quot Opaque 1=1/2(122 No Yes No NIA Composite Edge Fiberglass Single Dogrwith Siddite(a:) (InsvMngloutswril XO, OX a -OXO configurations) 6 f Therms-Tru Riper -Classic and Smoobl-Star Nominal 88039 0 &quol;Mimpact&quot•:.Opaque 12/3/12022 No Yes No NIA. Florida_ Department of Business & Professional Regulation page I diComposite. Edge Flberglase'SinlsDoor Building Codes and Standards 115=21 a ns(mnglOuLswing; X configuration) 7 S. Therma-Tn+ Fiber -Classic and.Smpoth-Star Nominal 8&#39 0 Uuothion-ImpautBquoE; Opaque 1=1/2D22 No Yes No NIA Composite Edge Fiberglass.SJngle Door riMti PI-odtiCt ppr pp ation Detail Approval Application Sidelite(a) ( milw4ngl0utswing(XO, OX a 0XO configurations) 8 h. Therma-Tru Fibar:Claesinand : Srrooth-Shnr NomirralB&#39;08quot,Non-Impact$,q(fot Opaque 12f3112022 No Yes No NIA I Composite Edge Fiberglass Double Docl or Coda J 2" al Gats pan/giru 83te coWitnlqu SWelites (InswJnglOutswing; %X orOXXO i comguratlpna} gge Version Manufaoturer Cantacr Emir is Lleonal Validated By Validated Submilit PBC Approval �pygd Status 9 l.Therma-Tfu Fiber• k.ssioandsmooth-Star Nominal &bUotNon-lm �uoG 12731l2022 No Yes No NA Affirmation 20 PBT lndusfa JensRpql.. Mlirm DC - Cl Mki `-SCC_D-V1u 11M220 115220 111i2030 Approved . Composite Edge FlerolasSSin0l Caiggory:,V lv.. (941)486-010D, (78g731?'-25M . (rnsw it glautswing, X Pontigutation) subCatagary: Fixed )reso'kskiQpgtlndusmesc 10 1The1ma-Tru Fiber -Classic -and Smopth-5tar Nominal 6&it3g,8&quotNon-I mpaCtScilil. Glazed 121S12022 No Yes No. - N/A Cenptlanca MdHee! CenHIEaOon Wirt or Liming am Composite Edge Fiberglass Single Doorviiith SkielMe a Insr•A Ouivdn • XO OX OXO _ i I ( n91 g. , rl#7iS.RdRraduMk.; `_ - `:. - :_.._-,.' � '' :- ; ..:- _ -__ `; :� _ confi uiations - g ) _. _. _ - - 11 k Thertnti Filter -Classic and Smooth-Sbr Nominal 6&#39;88,uetNon-.Im Glazed q pac[$,ow 12131/2022 No Yes No N/A Csrda,r A-rar- Apvrovifocirse Aoorovodforu.a t WMm, Without teeEdge FiberglassDoubleDow withor Number Name Pmduct De.Wl.- Cmarael Ion Date i^HVHZ Ouisida HYHZ $gpsiard Pressure. Without Sldelltes (InewinglOutsvnng;:%x or OXXD 5 W-5520M{LsrgeMlasilo Imp 17 Yos Yes. Yes NIA wnilquratl"gns) 12 LTherma-Tru Fiber -Classic and Smooth -Star Nominal 7&#39;0&quor,,Non-Impat&quot; Glazed 1213112r)22 No yes No NIA. Comppsila Edge Fibp�glass Singly Docr grhsvymg1OutswhT X conhgurabon) 15 m.Therma-Tru Fibar•Classie and:Smooth-l3ir Nominal 74W9;0&quot,11N.-impactill. 01...d 12131 P2022 No Yas No NA Composite. Edge PilterglaroSingle Door with 5rdelhe(s) (I nsWrglOurswing XO OXor'0XO mhfiguratidna) 14 M. Therma-Tru Fiber-Ciasslo and Smooth -Star Nominal Saul ;0 &quat pion-Impactsit ;.Glazed 12i3112022 No Yes No NIA .composite Edge Fiberglass Single Door (Imovingrgvtstvptg;: X mritiguration) 15 o. Tbenna-Tru Fiber -Classic and Smoctti-Star Nominal 5&#W;O 8quothlon Impact&qucl Gazed 12/3112022 No Yes No. NIA Composite Edge Fiberglass Single floor with Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 011 i6raa1 y-Qg_e Entry or Oka 2914 Date Pdtd ri ;Date 1kP3 Y� tadarauurw narnetr& L-remrs Valltlated Be Ssa�d E e Submitted FaC Approval Yrligstea Ined Aonrpwd liltlgi Revision 2920 MIWindows and Doors Brent St➢nl American Architectural Steven M. Urich, PE 11110612020 101062020 101192020 Approved Category: Windows 17171385.3300 Msnufactureni Assadletion '(717)317.8454' Staten eiii, Haizontal'S1i tritl'nrgergninioncl corn Compliance Method: Certigdallon Mark or Lial g F i.R6PFmlxeka ... - .. Quallty Assurance Anprovedfor Use Approved for Use peslan .. Al Product Wadi Number ur.flil Product D-criotian Cartr.*dE:mr" e0an Date In MVNL outside, 14VHZ frgajstatnit prinno a 1 HS 10 Fin and Flange Frame 73ite2 Insulated Glass 02/10024 No Yes No +581-55 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Rpplic anon Detail real Fill V5=1 Coda Entill 2" JdBIS note Pa1"ll .pie. zrx Wool l Manufacturer contact: Enaineer6 Lieansa Validated as Validated. submit enFBCMorovar Asol Siatua I Md_. and Door. Revision 2A20 M W Brent anun r Luis R Lomi a, PE Steven M. Updh. PE ge.. 10 20 4. :0 JIW020 020 , NBf. 2D 907.812 20 10I 121512.,. d Approve.. C;eoo :Wlndpvro, (717330,3300 PE-62514 (7173317.8454 - Sueastagary• kaJsons b5ldkigeremRv4.0 m Compliance Method: Evaluation RiPoi't kom a Florida Registered ArePoteel or o Licensed Flonda Professional Engine. - n ;. - _ -_ :.aliFlrytr yti"rtiditrls. :. _ out A.aurenea , Aooroyod for Use Aver-d for Use Inuoul Donlan leak -Product Mould. Number or Rama R'aduetDasrdlutwn Cardtact Exo"adtan Data inH HV 7z outside ipasistaw Wstasi 2 5794 Vertical /duntlnum Mullion 12131n024 No, Yes Yes i 16 17 Paof p,Therma-Tru Floor.Dlassric and SmcdwStsr q. Thermal Fiber -Classic and.Smooth-Star SWelrte(s) pnlrwngl)utamng'Xo, OXor 0X0 wnhguratlons) Noranal8&#390&quoYNon•Impact&quot; Glazed Cnmposlta Edge Flberglass.Double Oda withof wdhotrt Sidelites(Inswn /Outsvvng,XXor OXXO configurations) Nominal.68,#89.8&quot:Non-Impapt$gtiot Opaque Composite Edge Fiberglass Single Door with 1213112022 12131/2022 No No Yes Yes No No MIA NIA Florida Department of Business 8 Professional Regulation Building Cedes and all ndards Product Approval Application Detail page i 11. t020Zi Florida Department of Business Professional Re uJatian g Building Codesand Standards Product Approval Application Detail Pagezd2 ION2021 Transom (Inevang/Outsvving; C9X configuration) 1B r, Therma-Tru Fiber -Close SrcaotfiStar Nominal S&#39 8 &quotNon-Impaat&quot Opaque 12/31/2022 No Yas No NIA Ss�e 2nrM a pMt p31@ Dow Perrctina pie Sc4$4 a ;� axe Fondling e Composite Edge Fiberglass Single Door Wth Sideliie(sl and'Transom (inswlogl0uftil O/XQ; Ill vol Marrufiduter Comad Enal-Ai L,ce,lse Validated By y "ad r5 MIth de FBC Approval Approved std srr Mal �@n Wtanpracturer f E,,In,er&Ll- Validated By 9. 1g FBC Approval A ice. O/OX or O1QXO configurations) - Revislon 2020 Janes, Hgrdle.BUlll Produpls: Inc. Chad Di fcks V. Andrew Ton John Southard;R€ 01/00021 1V14112.020 0IM021 ding FBC Appn Revision 2020 AlsbJa Nick Thompson Lyndon F. Schmim_:P.E Ryan J. King, P.E. 021152D21 02n5f2021 02222021 ©4tl=i Apprwe0 19 s- Therma-Tru Fiber�Classio and Smooth -Star Nomi a1 S&#Ss, 88quokNon.liltpaot&quot Opaque 1213112022 No Yes No NIA Camgary: Panel Walls (900):545-83@9 PE-81662 r3521367-2526 cal Panel wash 1330)522.2M9 PE-43409 (813) 797-ES55 Composite Edge Flberglase,$Mgia Door with subcategory: acting phsd.diereks@.lamasherdl Subcati.2cl Soil nthcnperrilli leide:.com SSdolda(s) (osvvingK)uivarig; XO, OX or OXO Casnpllance Method:. Evaluation R4port from.a acorn CampilandaRldhotl: Evel.W. Report iron; a. Continuous Hood and SIII configurations) Florida Registered Anti or a Licensed Fold. Florida Registered Architectora Johnod Florida 20 tTh."it-Tru Fiber-Claa lcl Smooth -Star Nominal 8&039,,0.&quotNon-ImpaM&quot; Opaque Gam oeite, roil Fiberglass Single Door P .rig 9 .g.. 12I3112022 No Yes No NIA Professional£ngmeer . - .., ., ::::., .... :> ., :R P -.: F 8.18E a -, -. .. _. ..„ -,-:: -: , ,: ;: .,, _ .xs Professonal Enonow .,, .__, , - :: ,, .. , ' ,:. ; ^::: - _ .;; ., - ...: :, .. .. , . ,. ., ' ' ..:... 21 u. Therma-Tru Fiber.Classic and: Smoohl-Star S delRe(s)QnavwnglOuiwtng XO. OX:w.OXO ContinuousHead :Sitconfigurational and I Nominal 684 Non.Impad8quot;Glazed 1213112022 No Yes No WA pens -.. ,_„.. rbd.'. _ -. 1 .. ,,. ,..-.. ::. , ., <audltvAssumllea „ .,: - Approved for Use Approved . , .' , for Use 7moeu oaelan PLa4.EdE-RaFrddurdit -, ,,,.., ...., . .-, - ' ,:. :.,., _ _' .. .'.; V ' + a°:. ,- - ' '' .. .... Quality Assurmraa _. , . Approved for ilea Approved for Us¢ -. Impact .. Design! ,8&quot Composite Edge piloting lass Single Door with.3_ Sea k Product Al Number or ham , product Be u'di tlon Contract Fxblretlan owe t HU out" RVHZ R er Pressure So k Product Mold, Numberal No- Product D._,lptlon. Contract "alb -Dal M ioutsell HVHZ Retail Pwasun Sidellbal pnsvunWOuWWrg XO, OX or OXO 1 Cempiank Lap. Siding fiber�oemantlep swing 12I31t2023 Yes Yes N/A WA i '&&qua2T8..quot Scat Vent or Sind Vmyl. strt 1213172023 No Yes No MIA Continuous I-kad and $ill conhgunstal 2 Hp,.IRP$..k Lap Siding dter". ant 1.0 siding IM112023 Yes Yes N/A WA 2 b- &,luct-,wllence T4&quot: 8lhf Vent -ar sold V.yI Sol 1213112023 No Yes No WA 22 v.Therma -Tru Fiber -Classic and Smooth -Star Nominal 8MS9•0&quctNon IMpaot&quct Gland 12/3112022 - No Yes No. NJA 3 c.&quct;C-reentrnar Vintage sofra tage Beade4$43g. Vent or-S.did Vury(Sol 12131,2023 No Yee No NIA Composites Edge Fiberglass Single Dow with 4 d &INCt: 5"uof Salt Vent or Solid Vir l Bruit 121310023- No yes No., NIA Sldelite(s) (Inavanglquiwing• XO, OX a OXO 5 &qud:Chartw Daka,qu t; Sit Venter Schd Vinyl Sort 12 itton No Yes No NJA 23 w Thermal Fiber -Chill and Smooth -Star Continuous Head and Sill conhguratiom) Nominal 6&#3g•S 8puotNon lm& uot; Opaque 12131f8022 No Yes No NIA e f &qud SupenSpen&quoq Spfiii Vent or Sdid vinyl Soffit 12J3120Z3' No Yet No. NIA 24 25 Composite Edge Fiberglass Sidelittil (Inoh nglOutwrrw; configurations) z. Thermal Fiber -Classic and Smooth Star Nominal 68{f39 0 &quot;Nort Composite Edge Fiberglass Sidelitil onsw4outswvrg; .figurst.o.) Y. Themna7ru Fhar-Classloand'Smoth-5tor Nominal 61'ul&quot;Nnn-Impact1quot Composite Edge Fiberglass q Door Pal vAth Vented X)( XKX or X*lX Impactliquok Opaque 1 n112022 Door Panels vith Vented XX X(X or XX)O( - Glazed 12/3112M floor Pa Mal. v, tVented No No Yea Yes No No NIA NJA . Sldelita(sj (Inswingi0utewig XX'X (X orX)O(X Florida Department of Business & Professional Regulation page I on Florida Department of Business & Professional Regulation Pagel or 20 z:Therma-Tru Fiber -Classic and:$mooth-Sta.r Nominoonfgurall Sill&quar'Non-Impact&qutit; Glazed Edge 12135/2022. No Yes No NIA Building Gripes and Standards 10tei7ml Building Codes and standards t16r2D31 Composde Fiberglass Door Panels with Vented Slidell (InsvdngtOutsw it XX, XX)(w XXXX gomlgurations) Product Approval Applic atlon Detail ProductApproval Application Detail 27 -za.Therma-Tru Fiber -Classic and Smooth -Star Nominal 0&#39;8&quokNon-Impact6quotGlazad Composite Edge Fil law Single Dow with 36#?&,0 1213112022 No Yes No NIA adelAe('s) it nsvanglOutswing XO. OX a OXO mIrfig.rations) Cod. Entkv or PAIL 2a Data Pentrw ,Aq 924e - fSWYor pit te Date Pending 0000 28 zb.Therma-Tru Flher-Classic and Smooth Star Nominal B&V80,6&quot;Nonlmpadl1quotGlazed I20112022 No Yes No NIA gga vnel Marsufscturer contact Endneer&Lkal Va"w& Validated Submitted FBC Approval Aprrored all .I= Y2rtin elare¢rodburer Comsat End,,&Llcwn• Validated Or Validated truff,gl FBCAnorovW Astral, Composite Edge Fiberglass Double Door with R..Nlon 2020 guiding Products LLC -' -' Kerrl Ruben Nleminen Jahn W. K6ezavNh, PE 1GU412020 092912020 10A 22020 12J15r20Z0 ... Ape roved Ravielon 2020 L:V. Th Sch. Inc. dry Thompson Architectural plot.. D Ton Christman 2acha R. Priest Steven M. Urkh PE Y N 09M712020 097182020 092220g0 .. 12fl52020 ApPr wed 38df39,0 Sided (I nwAn Outs ling, OW Zwe Catagary: RooMfl 024r1 f417t eZ4,fiB4A PE-591fi6 (034)77R-822A _ _ C MatelS CompanYfTAMCDj 18131248-345d: PE74tIZ1 (7'17)317.8454 29 to, Thermal Fiber -Classic and Smootill OgrifKJUratlgn} Nominal eW90&qu0tNon-impact&quota Glal 12131/2022 No Yos No NIA BubCatagpq' Underlaynni kem_edefiCimkoxom oategdry: Roprflg: lrnya-gomei ilraarng.com Composite Edge Fibarg lass: Single Dow with Uill D Canpltance Method:. Evaluetlal,Repdrt from SUISCategoq: Booing Accessories that are r .51`delka(6 (nsvanglQutevarrg; XO, OX or OXO F(otda.Reglatared Wchltec/ora Ltconsed.. Florida Integral Part ofthe Ill System ura}Eons) P ofessiond Engineer Cmmpllance Method: C-vaWaUon Report cram: a: 30 zd.Therma-Tru Fiber-CAassicand Smooth -Star ;7 Narnmal 8&#380& uotNorHm .Glazed q P't8gtt. 12i31=2 No Yes No NIA _.,. - Ficad. Regisfi-dnlchitactora Licensed Fonds - Composite Edge Rbar9lass' Double Door wth 3&#39 Wallies InsW us +OXXO ( - , ,- ; i �`=-. ,'r guEravt3-Ba-Prrr(fr(cts - _.. - - . - . ,' _- -- - ,:' -: i _- ,- - :;. .._ - - _ - _ _ - _. --. - Professors! Engineer :. .=:. ., -. ' `-. ,' ' - -' '. - ' . 11 31 - ze.Therma-TN Fiber -Clasen and Smooth-Ster n4f0 g, wnfi oration g I Nominal 7&#39;0&quothlon-impaotti,qugt;: Shaker 1213112022 No Yes No NIA seek P,edudModel Number or Name Product Desarioll Contract EtokA- Date Ap(ovedrarusa Approved for use kna HVHZ outside HVHZ R.eall ggyNp Premum {ji1tY, 4.Ra-P,nducta.,, - ... .. _ -. - _: olmkv Assutaixe AperovedforUse. .- Approved for Use in t Deekm Series Composite Edge Glazed Fibefglass Single 1 TAMKO Rot Underlaynnorm IiVHZ) Roof untler(aymente for use in FBC HVHZ cemnl23 Yes No .NIA N/A M" Product Moral. Number ar fame Product Deatleegg, Conked Exaltation Gage 1,It dt outside Will 11.0lnt pressure Door with or wthout 18#392SIdelLa(s} OX, XO iudsdlonons 1 TAMCO Flar Top'Oi1-Fli Vont kith BeMetar Tile 26 i dakcroVventhatovllN boas 0976912PY& Yas Yes NIA MIA ¢nswfngl0uaiwing,X or OXO:configulaiiohs) 2 TAl Roof UndartaymatttrMON-HVHZ) Rootundenayrrteits for 0 P W not-HVK 08t292023 No Yes WA M)A. 2 TAMCO GoosonackVanl 26i OW092026 No Yes NIA -'W-525 Jurisdictions: 8 TAMCO Ott-RIdl Roof Vent with Baltic: 26 pa. static roafvee torY Mh lntepmt.d'tam. OSIM;2026 Yes Yes NIA NiA 4' TAMCO Round Top Off-RIdi Vent vAth Win for Tib 26 ga.statioroorventlletal baffle 09P812028 Yes. Yes WA NIA Florida Department of Business and Professional Regulation Building Codes and Standards Product Approval Application Detail Florida Department of Business & Professional Regulation pegei-pit Building Codes and $panda rds 1W2021 3/15/2022 Product Approval Application Detail FLff6 259i Code DDW-21 Date Pst€ = Pits Status type Version Manufactitireir Contact Fngh"Lu Validated By, Validated Submitted Wig, Api2roved Approved Revision Z02DOL S5 USA MaurYI ri, License John1012S 20 10122i2020 FBC 12115/2020 Category: Roofing S95d233133OSmalpert@potyglass.00m Robert Nieminen Knezevich, PE 8F1RL4St� SubCategory: PE-591as (954)772.6224 11/01/2020 UndedaY ments Compliance Method: Evaluation Rapart from a Florida Registered Architect or a Licensed Florida Professional FL#5258+R31 Engineer Products glUA1 v Atlaurance Appingv,i dAw use 6w=Vedfor Use Lmi= 10CLA Product' Model, Number -or Name Product Descrij ion Contract lis;i[nistjon Date in KVNZ Outside HV14Z Resistant 1 Polyglass Roof Undeflopments Roofing underlaymeMs 10V21y2D22 No Yes. N/A 1 Polygial Roof Undeltayment5.(HVHZ) Polyglass roof unt erlaymeras. for use In FBO12t2312023 Yes. NO NIA HVHZ J44adicgons. 2 Polyglass'RoofUndel� ments non-HVHZ Polyglass roof under aril fM s Y ( ) oh m. u e m 17J23i2U23 ,. N . o Yes NI NIA Illnon-HVHZ Jurisdictions. 1 Polyglass Roof Undedayments(HVHZ) Poygiass roof undenaymenks for use in FBO1212MO23 Yes No NIA HVHZJudsdidarria. 2 Polyglass Roof Underlayments(nor HVHZ) Polyglass roof undenaym ems, for use In 12/23/2023 No Yes NIA FBC rink iVHZ jurisdictions. 1 Polyglass Roof Underpayments (HVHZ) Polyglass roof underlaymerdyior use in FBC1212312D23 Yes No N/A HVHZ Jurisdictiorrs. 2 Polyglass Roof Undedayments(non-HVHZ) Polyglass roof underlaymellts,for use In IM312023 No Yes NIA FBC non•HVHZaurtsdicbons. 1 Polyglass Roof Underpayments (HVRZ) Polyglass roof underlaym ill for use in FBC1212312b23 Yes No NIA HVHZIUnadictional 2 Polyglass Roof Undedaymants (nm-HVHZ) Polyglass roof underlaymerRsrfor use in 12r2312r723 No Yes NIA FBC nort-HVHZ jurisdictions. Pressure +N7A7-822.5 NIA +1WAPM.5 NIA +NIAI-622a N/A +Nl At-622.5 NIA •NIA!-622,5 Code_ n� It ..uL pate Date feel [cot hog Version M�(fa� &wineer&Up- ValidatedEW. VaIll ;BubinTtlgg FBC,Aogrs=ai Bg!?L9nd Motor, Jolley J es' L: kin P. el Ur PE Revi'i 4 Ltnanca Kamrre a eon , Buc er E. even M iph, 112 2020 11J2312020 1 2g2026. on FBC n s 2 20 - ( 3 1 rip. 4n a1' 9 P CategdryiFooling (51D111163-6163 PE31242: (717)397-8454 - - SJtiCatRaii Rooting Acto-wiesthat are an Idelleyotomancoxom integral Per( all Roohng System' ComplraneeMathad: Evaluation Repor, from a Florida Registered Architect or a Lken sod Florida Prorosslond Engineer F Lrinki alto is I L1rre11iy AssWazuce Approved for Use Aooraved for Use Impact a931g11 EXROwt Ali t Nu dowi Name IS(,pwa GascW0l Cdnrmt Exrrntlpa Date in HVHZ orrllda KVH2: J;gg(atpgt Pfpsslpe 1 Deck Ak'+ DA-4 or TRFBuAtCeci lot DA-4 I.- Pinci PolyprnpylenePeak, Roof Vent 127102om No Yes No .s7,5i-g7.5 Mo<hamoelly Attached i PNNood 15eck: Florida Department of Business & Professional Regulation PWI of 1 Building Codes and Standards 1Q,51Nr22 Product Approval Application Detail Code Entity`0 2a Date Llatq Porl ,Date Type Version_Manufacturer Contact Engineer & license . Validated 'Bv Validated Subm Wd -FBC Approval Approved status Revision 2020 All Amal Shutters and Glass Mike Barbieri Frank L.: Bennardo, RE Troy Bishop, P. E. 10/28I202D 1011U12020 11105t202t1 IV1512fJ20 Apprwed Category: Shutters (561)712-9862- PE.0048549 (954)947-0860.- subcategory. Storm Panels MileebCallamericarshune Compliance Method: Evaluation Report from a -Co. Florida Registered Architect ora Licensed Florida Professional Engineer r/17BS81.BG4Fnitlilcv - s... ,- _ -Apo QUalrtlr Assurarice _ Approved for Use roved for Use jmtraat Deslon SO" Product Modal. Nu or Name ,mac M Mum product Description P n instil I contract Expiration Date In HVHZ outs lda:Hyl V Resistant Pressure 1 24ga Galvanized Steel Storm Panels 249a Cy Ivanized 5teed8tormPanels 12/31t2022 Yes Yes 'Yes NTA Florida Department of Business•&Professional Regulation Pages, era Building Codes and Standards 117 D21 Product Approval Application Detail Code all or 2" jig Data Ponaina 111111 ggg version shout turer Contact Enafneer&ticens. Validated By Validated Submitted FBCr AoorovW Approved status Revision 2020 BowRottn AndesRbn li uniform Evaluation GaidW Walker i i0221 i072020 11 05l2 0 Approved Category; Roo➢ng 01)73380-1301)1 Servipns LLC; (205) 854-0160. Subcatsgory: Roofing Tiles RcblitAndelslklQbcral.w IlarneaMetnotl: Eldualicn Ropen froma Come m Product Evaluation Entity P.tiduois1. - - FLR7$ta-rH2 Quallty"su azti a AonrovedforUse Aeprovedforl - Jml oasis" A 3itIL Product Model. Numbaror Nam ProductDascrmtlon Comraci Exmrdion Dais. I n H 01sill u vKa. HVHZ Ra%Mxd. pSga9Yn. 1 G Slate, tCa English Saxony- ka, Slala Count ate dFla y Site Country Elrr t ote � er C Pr Dane O 12/3 tR02o: M1 Jo a Yes Nf - A 11 M1 A Thatch &amp; knpat 17 8.0flywo:-Ski, Shake&amp: split. Shake Flat Prollie-Stockton, CA 1213IM20 No Yes. WA WA 19. Sexony:800-Set., Shako&amp, Sold Shake Flat Profile - Flail CA I2131Q020: No Yes NIA' MIA 15 Saxony Too -shake Slate & amp: Split shake- Flat Poor. Si CA i21312020 No Yes WA TWA 20 Sernny 700.-shako Slate'&amp; Spill Shake Flat Pronk M IIo, CA IM12020 No Yes NIA NIA 27 Toss E.pene IBa Ion. iProfilo Katy, TX 12MI5020 No Yee NtA NIA 28 We Lan Profla - Katy: TX izal 020 No Yes i NJA Florida Department of Business & Professional Regulation Page tar Building Codes and Standards 112n021 Product Approval Application Detail 59lle. Entity or 2* .wit: Pail eimana gore T J!P! Y!!S(ga MaMpacturar �EPgE ErdnW&Uarbut Validated �- Y ri ^I FBCAMMVAI ' p u`litYL Revl4lon 2020. n Aple Stuart Lew,s ICC Ev luatton Service: LLC William M. Ranieri. PE a R .. 10/312020 1822I2020' 11.05202D 11 A05r2026 Approved Coal structural Canperenl (3?1) 71A-3377 (407) 681.1917 SubEatagory: Truss Plate. slevelaigialpin&ive,com Co olanc , Mahood: Evaludian Report hoer a Prctluct Eve luabw Entity - r'6_ e9+r! FisusC- . -- - - 0.20VA-rwe ApoYOyod for Use AoarovodflgtJ- Impact Deal Sao.# F"i Model, Number or Name Produt.Description contract Estrina mDate In HVHZ Outside Hi ,¢essium! Pressure 1 TIIJ CG/A a Higher Strength H &eon : M B Ip n k1h p f p 6) Metal Comecter ail, P 02 12/312 4 Yes Yes NIA I. NIA 2. PW BCGIAIpirre Hinge Plate Metal Connector Plate 121312024 Yes Yes NIA N/A 3 ITW 80G/Alil Tlulok Metal Connector Plate I M 2024. Yes Yes NIA. MIA 4 tTW SCGIAlpino Wave Metal Connector Plate 12f312024. Yes Yet NA WA Florida Department of Business & Professional Regulation Pese 1 Ors Florida Department of Business 4, Professional Regulation page I of I Florida Department of Business ,& Professional Regulation Pagel are Building Codes and Standards i(IMM21 Building Codes and Standards 0114=1 Building Codes and Standards 00/2021 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Esc Entity o am bmit eta Pendlna 9rtt as &gs Q&Ss PettPst� Pula V"1 En no all ltia bras Data PehdlM psta gp& rsion.. Nlmufaeturar CardaoF.. Endpem &License: Validated By yalliiaiea ^�j(tgQ FBC Approval F Approved Status. ]ypg Yeralon. Manufacturer Eael' Enabteera license. ValNtated.8,t. Validated §�i j. ,r r�¢1 BQ K9C Approval Apnroyed. Status: ggg. ,Version Manutacturel.. Co.:tacl Em>L aerR,.Llce.•se Vaildu✓✓�ad:Bu End Validated Ilubinitted FBC.Aooravd Momeed Status R.A.I.n 2ON kill Inc. EnnWalden MC Evaluation Sol LLC ICC Evaluation Service, OW112021 :OBMDIZ21 08/12/2021 Al Revision 2p20 W.eye,haeue. Rob-eatdwin IOC Evpluetan Service; Li Ian Lehrer P.E. � � 02/0 M21 1011..3V2p20 02W2021 Approved Affirmation 2070 Al a relu m mum tnc, P h mN Jose olvit Luis R. 0mill St . ticYii PE a L even M V 1111BY2020 111162D20:. 117202020 : oven Apw. Category. 5huaturel Components ' - t952)856-6635 LLC. Category. Structure! Components' 25592 476 808 B39-3288 ( ) 4-6 ( ) .' Category. panel Wrills - -- 40715o9200t1 PE-62514 f717131> 8454 Gutcalgo l Truss Plates e;19ltlonQnnl 12051599-g000. Subcategory; Engir-d Lumber Rrben.Ba1C:.0'e." erhe SubCAlsil Soffits alpheA.mir, gnincalyaho Compliance Method: Evaluation Repot from a complierrge Matrgd: E-vadua Haport rmn a euser.com Conollance Method: Evaluation Report horn a o.ccen Procir l Eveluarbn Entity Proi_4rPII Ewi eta°n Entity Florid. Registered Architect or a U-1sed Florida FL&YIl7.f�fhad 2s--, ,: - _ _. ,';. •- ,: �.• ._ . ' .-. - 1LY852T.'iIIt4ProriuEta :. - - .. : < - s e Pry aim I Engineer _11 t2W9tRk ASerrazrCe AnnrLVed iw'Usl ADdrOVedfar tie@ Quality Assurance AamavedfrUea. Anormad for Ute Hn6aat gr � iti�4d-R�RfUiH7gl3 :•., - ;, ':' -.".. .s _._... - -_' i1. -- .: ..' - - ' ... 11 - .,_„ ,: �. - ... Sea# Product Model. Number ar Name ProductDeserlptlon Contract Ekulrrdlorraale In XYHZ Outside HVHZ )3eyi_tatg Pressure gP9.g Frpol Mail Umber or.tlame Product Deserlotlon Caperept miratlon sate I gHthlZ. 21119112 HVHZ - Pressure ouaaNv Assuraztce Approved ter USB. Approved for Use lnnnaot De I MI SAHS 18 So. high strength lri as cormi to plate 1l! 3T2022. Yes Yes NIA NIA 1' WO.1am LVL Laminated Veroer Lumbar 031312023, No'. Yes i NIA R. produd ao # :Model. Number w. Nalme Product wription Contract Exolratien:Date Da In NVF7Z. O,dsmHVHZ p' Resistant Fr nal 2 Mi88HS. 18 ga. super high strength truss: connector plate 12131I2022 Yes. Yes MIA NIA 2 Fereliem PSI. Parallel Strand Lumber 07/311i '. No Yes WA NIA 1 :Alpha AIUI11111um Shctl earnP Ven[etl Alumrnam BomV All AlulrllRUm BWId&atop Ventdd tdumklum :p7130202a Na Yes No WA 3 Nn% conn 16 1msa connector ate 1213IM22 p Yes Yes NIA NIA 3 TimostSbanfi LSL Leminsted Stand Lumber G7Al2023 No Yes NIA MIA &amp; Wood Sono &amW Wood 4 MT18H3 18 go, high svongth Truss connedo plate 12l3112022 Yet Yes i WA 4 TJ Rim Board StNgirai Composite Lumber or 9Mon[edSlrend o31312023. No - Yes i iCMU 5 MT20H5 20 ya high strength truss connector plate 12/3112022 Yes Yas NIA NIA 5 VVeyerheeuaerRim Roam board Rim Board Drian[edSrentl Board Rim Scold 03/312023. No Yee i WA B TL10. MT18 1a ga, tmss ownbcor plata. 12/3412322 Y. Yes NIA Ni 7 TL20. MT20 20ga, buss connector plates 127IW22 Yes Yes N/A WA Florda Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 iJ5 Ni pogo I"•ry w p&(g Data owe Pending D&g I!Z Y=Whooptuner iglsEn Wn9Br&Lla®SC Vakdatod av YG4ffi4lDmlflP� FBC Aooroval $gGd Sta u ReHsion 2020 MI Wind-, and Doors anent stinger American Arch➢apinel Steven M. Urtch, PE 11/22/2020 11222020 112a2020 Approved Calogtxy: Windov7s' t717)365-3300. Menut.a.rers Assochlian (717)31r-8454 SubCategdry: Flied osltlingeramhud.com Gannotall Method: Certfnetien use. or Lufing •LW15349:frid.Pr`a- whit D, d INA=• ran �ApArowtltorU 'e pnnroved for Uaa. . � Iaagggt IiPalgil See A, Product Moral Number or Name Product Descrlotton Canl EtiltkaHaloate, In HVHZ outside HYN2 tlesl$UM pressure i 185 PJJ 73., 72 insulated Glass 04Jomm No Yea No -W-ec Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of f 102021 iAdf! Entity or jig oats I Pendlno am - got Wralon lNanurfacturer cartact Enalneer& Uoere, y9wi d @v Validated submitted FBCAwmyal Aboroved Status Aftirmatlon 2020 PGT Industries. Jens Raapviskl Iver01-Dade BCCo-CER Waml-Dade 8CCO-VAL 11/05f2020 1105M20 11Kn/2020 Approved Category lAlhdgsys. (84D 48D-0100. (766) 315-2590 flubcalbill willon,. )resayskltdpgtindustritlex Compliance Mehhor: Certite.11W Mark or liming orn Quality Axsurarca Aamand1pruss Awrowdfor Use f! J3esoni tenA Product MOM,Numberor Name Product DeSOTIVipn Contract ExttraziarlDai in HVHZ Outside KVHZ lith"art Pry 1 Will fcrAll Doors and Windol Aluminum Ithil➢ons 0512%2025 Yes Yes Yes WA Florida Departmal of Business & Professional Regulation Building Codes and Standards Product Approval Application DetaH P.O.1 qr1 fill o21 i26 Mal ar gig(¢ 094 Date Pencilna Jae 1 r" V-101) ManWachmer co ited EnW 9License V,sIll By Valtdatad submitted PEC Agrr*,W A,pr ra oven Status. R.,Asbn 2020 Florida Mere; Pwdudl Ind. Clerk Jones James I. Busker: P:Egg Swv'en M. Unch. PE D91272020 0g252020 10,04a 20 12/1 W2020 Approved 9.ategary: Racing (904)783.8400 C BUCK Engine hit (717)317-8454 S4bCategory: Roofing ACcas¢anes that are an eiars,@flar-com PE-31242 Integral Nrt orthe Roo ing halm Compliance Method. Evaludlan Rapodfroma Fiords Registered Architect or a Licensed Flonda Protessil Engineer f i . _rrt1 ! 5ab-Riltoaol - 1 UWW AsarBarlde Approved for Use Aoarousd far Use import pecan laps Prarlut Model. N eriegi r Name Frail DooprIpbon Contract Ease ri Data In 1:= award, HVHZ Resistant Pwssure 3 3- FLAMCO squot;RV lO Ridge VerrtSgut: Aluminum Ridge Vents for pitched roofs Wetted 1Wlr2024 No Yes No NIA from 0.025' Aluminum Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 V252022 Code Entity or Data Data Date P� ri lna Date T-0 Version Manuacturer Contact Enaineer&License Validated av validated Submitted FBC Approval Approved Status )sion 202 Gr I Protection rod l LLC. Rev 0 qba P o P up q Tim Robinson Walt rA.TNit Jr. PE. e John W. Knezevi PE 091 8 20 'D811 0. W M Q f20 q9r 02 t01f2C i 020. 21G2020. Approved 1! A e pP - Category: Shutters (954) W-7546 PE-44167 (954) 772-6224 - Subcategory Storm Panels lim.robinsonCoppem,com Coal italtoe Method' Evaluation Report from a p p .Ian"a Registered Architect '.a Lice sed.Florzta. Florida g adA a w. n Professional Engineer FLRt5o78-R6 #0;ih oYS � - .:.. S aProduct Motlel,'NumberorName - - Product Description Qu alitV ABSurdneeApproved for uA Contract Expiration Cate in HV p moved 9 r use Dulkide HVHZ Impact &s� Resistant Pres a 1 20 Gage Galvanized Steel Storm Parretti Corrugated Galvanized. Steel Storm Panels retained 1213112022 Yes Yes Yes NIA or not by tracks to provide hurricane protection. 2 24; Gaga Galvanized Steel Storm PanelsANHVHZ Corrugated Galvanized Steel Storm Parrele retained 1213112022 No Yes Yes NIA or not by tracksto provide hurricane protection. 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LLO 07M44102007I412020 (IMIMMI Approved Celegorp VARdaft RD~ PE44135 MI) al. -Wits 44colleip4e1a Rod Cesphsaft M~ EveltAlon ROW Forma pebprpdudgppmvdDpa FlorldaRegMenvelAmmItedwa Lbw.W NoMele iheaomm PaolesekxlW Etvinver GIRMIRKAW pa AperrwWM lue, Awrowd Fw Use, H1Mglgf Dowd goes Pro"Ma"AwaWorNor" "twovesmign cq*,Da r"Het" 004 in HVHZ Qu*ws Roolvano p"No I 10O.MaFarms fted 10 Sark" W FINOW FIRmid Mnndm 05OW031 Y" Y" No NIA J -0-0 W (D U) ICU 0 L— CDL CL C-) CL0 L— (D U) ICU M CC w < z August 10, 2022 1 SHEET NO. PA 1.2 O .O >� U O � N Simpson Strong -Tie 2020 FBC Approved Products MOM For direct links to all SST approvals listed. peicW, CLICK HERE.. Updated lzrs ir?o p or_ _ � Slmpson Strang T1e 2020 FBC Approved Products For &act links to SST approvals listed CLICK HEf2.E Updated t2rJ o20 pa � � _ Slm son Stroh,l7� Tle 202U FBC Approved Products For direct links to SST approV¢I5 listed CLICK HER Updated a izrsry2ozo p � _ Slmpson Strong Tle 202D FBC Approved Products NFU direct links to all SST approvals listed CLICK HERE 213012 z Updated r o p O all below,. all below, below, For sdditlo el Information regarding i.n Florid sStatewide, Product Apprval tomnd Maml=Dada County of Acceptance INCA), HER Fainomas reAar. m-4 Flonda' 3talawtleProdu-ctApproveI System and County oofAoc.a. _e.n..c..e INCA), .,, For adtbnalInformationre regarding .r_.9 Florida's Statewide.Produc.tApproval I System and County of Ac_ca lan_e_e. (N.OA),C CLICK HER For Additional Information r$9a.rd,i.n9Flood Florida'ss Statewide Product and Maro-Dada Cant Natieot Acceptance (NOA)C LICK HERE. 2, Cn pL#2355 R7 FL#10446-R6 FL#10456-R3 11 HUS HUSC series hangers Face -mount hangers available in Wdths ranging from 1-50io 3- C 9116' and heights ranging from 4-5116" to 11" Concealed flange Sea # Product Model. Number or Name Product Descdgtian Sea # Product Model. Number or Name Product Description Sea of Product Model, Number or Name Product Descripton version CH USC) available for models having width equalto or 0 O O 1 Titan Stainless Steel Concrete & Masonry Screw (TTN-SS) 114 diameter Then stainless steel masonryscrew•! 1 A29, A23, R33, A34 A35, A44 Angles 1 BT, BTB BTH Bock Tles greaterthan 3-9/16". O L L Q% O 2 APA21, APA4, APA6 APVA21 APVA4, APVAB Outdoor Accents Angles 2 CMST72 CMST14, CMSTC'I8 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1.718" to 3= C:)- 3 APB44, AP644R, APVB66, APS66R, APS88, APB88R APS1010 APB101OR, APV344, Outdoor Accents Post Bases 3 CS14, CSI6. CS18 CS20, C522 Coiled Straps 5f8 and heights ranging from 9.114" to 16". O LL _ FL#9599-RB APVB44R, APVBSS APVB66R, APVB88, APVB88R; APVB1010, APVB101 DR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25SDS, LGU3.63SDS, L1GU5.25SDS Face -mount hangers O :1 4 APOJTZ-4, APDJT21R-4 APDXIT2-6, APDJT2R-e, APVDJT2A APVDJT2R-4, APVDJT2-8, Outdoor Accents Deck Joist Ties 5 CTS218 CompressionffensionStrap 14 LV24, LU28, LU28, LU210 Face -mount hangers (a Q > $Rea # Product Model. Number or Name product Description APVDJT2R-6 6 DSP, SSP', TSP Stud to Plate fie 15 LUC26Z, LUC2102 Face -mount hangers 1 SDI 0112DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 HI, H1OA, H2,5A, H3; H6; H7Z, H16, H16S, H16-2, H16.25 Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9116" to 4- Cn L L C 2 SD9112, SiD9212, SO10112 SDI O212 Strong -Drive SO Connector Screw, 6 API-4, API-6, APT4 APT8, APVL4, APVL6, APVT4, APVTS 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 Q Co 3 SD9112SS SD9212SS Strong-Drlve SD Connector SS Screw 7 APLH24, APLH24R APLH26, APLH26R APLH210, APLH21 OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MG.U3:53-SDS, MGU5.25-SDS, MGU5.50-SDS, MGU5;62-SDS, MGU7.00-SDS Face -mount hangars (a y"� _* - �- `^ 4 SDCF22u12 SDCF22614 SOCF22700 SDCF22858 SDCF22901 4, P i er Strong DriveSDC T rob CF Screw <8 BVLZ Brrak Veneer Ledger Connector 10 . - - HSS2 SDSI:5. HSS2 2 SDS3.. HS52 3-Sb53 HSS?1'SDS3 Heavy Stull Shoe 18 MtU aches hangers Face -mount Face mount hangers available in ranging from 1 9116' to � � � , _ V J Q SDCF221134, SDCF221334, SDCF271958, SDCF2723S8 9 CBT2Z CBT4Z Concealed Beam Ties 11 HST2. HST3, HST5, HST.6 Straight Straps 1/0" and heights ranging from 6-15116" to 197112", 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, S(X:P22858, SDCP22912; Strong -Drive SRCPTImber-CPScrew 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 HTS016KTZ, HTSQ20KTZ Heavy Twist Strap 20 SUR SUL. SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9116"to 3-9/1S" and heights ranging from 3-1116" to 13314", 7 SDS25112: SDS25134, SDS25200,SOS25212, SDS25300, SDS25312, SDS25412, Strong -Drive. SOS Heavy -Duty Connector Screw 13 FC4,. FC6 Framing Clips 15 LSTA9,.LSTA12, LSTA18, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available far all double SDS25500, SOS256DO, SDS258M 14 FWANZ FoundationWall Angles 16 LST149, LSTI73 Straight Straps 2Xand 4X models; only acute flange is concealed. 8 SDS2511255, SDS25200SS, SDS25212SS, SOS2530OSS SD825812SS Strong -Drive SIDS Heavy -Duty Connector SS Screw 15 GA1..,. G:A2 Gusset Angles 17 LTB20, LT840 Bridging:, 21 U series hangers Face -mount hedgers available in widths ranging from I-9116"ta 9 SDWF2716 SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, H10A.2, H1 OS, H14, HGA10 HurricaneTies 18 LTS12 LTS16; LTS18, LTS20 Light Twist St 6"and heights ranging from 2 5/8" to 17 16 HCJTZ HH4; HH6 Heavy Concealed Joist Tie Header Hangers 19 20 MOT MST27, MST37, MST48 MST60, MST72 MediumGirderTiedown Straight Straps FL#10007-R9 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA30; MSTA36, MSTA49 Straight Straps FL#10667-R8 20 L30, L50, L70, L90 Angles 22 MSTC23; MSTC40, MST052; M5rc68, MSTC78 Straight Straps Aga Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 9STC4883, MSTC6663 Pre -Bent Straps Sea # Product Model, NumberorName Product Descdggan 1 ATR318, ATR112, ATR5/8, ATR314 Threaded Rods 22 LS30, LS50, LS70, LS90 Skewable Angles 24 MST126, MST136, MSTI48, MST160, M$TI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 2 ATUD5; ATUDS,2, ATUD9, ATUD9-2, ATU09-3, ATUD1 4, ATUD1 4-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS18, MTS18, MTS26, MTS240, MTS3Q MTS30C Medium Twist Strap 1f8" and heights ranging from 7-1/6'to 30", 3 BP318-2 112 B 11 - P, BP P 2 3 B 5152 6�18.3 BP 4 BP3/4 3 D 3/ , , BPF2TU 3 4 Bearing Plat®s 24 LSSJ26LZ, LSSJ26R2, LS5J28L2; LSS128RZ, LSSJ210L2, LSSJ21OR2 Field Ad)ustablc JackHariger 26 _ ' _ .: - NCA2x1012, NCA2x12 12, NCA2x816, NCA2N10 18, NCA2x12-16 Bridging 2 - oGBF sense hangers v r _ Top flange hangers available in widths ranging from 3 �18 to 7 " 4 CNW318, CNWV2, CNW518, CNW3/4, CNW518-112,'CNW314-518 Coupler Nuts 25 LSSR1.81, LSSR2.1, LSSR2.37 LSSR2.56, LSSR210 2 LSSR410 Field Adjustable Slopeable/Skewable-Hanger 27 RCWe12 RCWB14 Wall Bracing 118' and heights ranging from 9-114"to 24", 5 CTUD55, CTUD65, CTVDW. CTUD75, CTUD76; C-TUD77, CTUD87, CTUD88, CTUD97; Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 26 RPS18 RPS22; RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in wiidths ranging from 1-112" to 3- CTU098, CTUDW 27 ML23Z, M1124Z, ML282, ML28Z, ML21OZ Angles 29 RSP4 Stud to Plate Connector 518" and heights ranging from 7-114" to 24", 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SP1, SP2, SP4, SP6, SPS Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1.314" to 3- 7 RTUDB, RTUO5B, RTUD4, RTUD41B; RTUD5, RTUD6, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged, Roof: Connector 31 SPH4, SPH6, SPHB Heavy Stud Plate Tie 518" and heights ranging from 9-1/4" to 24". 8 TUD9, TUD10 Take -Up (Davies 30 MMLU26, MMLU2$-2, MMLU28, MMLU28.2, MMLU210, MMLU1211, MMLUI39, MMW1311 Face -Mount Hangers 32 $81.5. SS2Z, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EGO series hangers Top flange hangers available in widths ranging from 5-1/4" to 8- 9 TUN138 Take Up Washer 31 RBC RBCP Roof Boundary Clips 33 SO, ST12, ST18. ST22, ST292, ST2122, ST21151 ST2215, ST6215, ST6224 ST(32: ,e Straight Straps 718" and .heights ranging from 11"to 32.1/2". ID URS3 NO" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 T1320, TB27, TB30 T836, TB42, T6481 TB54, TB56. TB60 Tension Bridging 6 ECrQ series hangers Top flange hangers available in widths ranging from 3•518"to' 7- 11 UR$4 112' Uplift Rod Run'Tledown System 33 RTC=, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 T.WBIO TWB12, 7WB14 Wall Bracing lf4' and heights ranging from I I-VN'to 32". 12 URS5 Sig" Uplift Rod Run Tiedown System 34 STC, STCT, DTC, HTC4 Truss Clips 36 VGT, VGTR,.VGTL Variable: Pitch Girder Tiedown 7 GLS series hangers Saddlehangers available in widths ranging from 3-1 X'to 6-718" 13 URS6 314" Uplift Rail RunTiedoam System 35 TJC37, TJC57 Truss Jack Clips 37 WS106, WB106C, WlS126, W8i26C, WB143C Wall Bracing and heights ranging from 8-192" to 28"- 36 Z2, Z4, Z44 Pane) Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1 K' to 7- 1/3" and heights ranging from 11"to:32". FL�1-R6 FL#10331-R5 9 HB series hangers Top flange hangers available in widths ranging from 14MV'to 7- FL#10447-R5 112' and heights ranging from 8" to 30", Sea # Product Model. Number 6r Name Product Description �qgq ( Prod uot Model. Num per or NaMe Product DEsoribtion 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to 8-TW' 1 DTT2 Hold-down Sag # Product Model, Number or Name Product Description 1 CBH2 37xS.5, CBH2.37x7 63, 0BH2.37xg.75 Concealed hangers and Heights ranging from 10-112" to 28". 2 HDC1 O/4, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DH UTF series harig_ers Face -mount (DU, DHU) and top flange (DHCTF) hangers' 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1X'to 8- 3 HDQ8, HHOQ11, HHDO14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3, DSC5RSDS3, DSC5L-SDS3 Drag Strut Connectors avakbde' n widths ranging from 1-9118" to M/18" and heights 7/8" and heights ranging from 7-1174o 32", 4 HDU2, HDU4, HDU5, HOUB, HDU11; HDU14 Hold-down 3 G80: Gable Brace Connector ranging from9-118" to23-15119'-. 12 HGLTV series hangers Topflange hangers available. in:vAdths ranging from 3-IX'to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1,81; HCP2, HCP4 Hip Corner Plate 3 HGU3.63-SDS; HGU5,25SDS; HGU5,50-SDS, HGU5.62SDS, HGUTOO-SIDS, HG.UT25- Faee-mount hangers US" and heights ranging from 14" to 33". B LSTHD8, LSTHDBRJ Strap -style -hold-down -5 HHRC2-2, HHRC42, HHRC42-2, HHRC4l1,81, HHR044, HHRC5.25/3,25-, HHRC537/3.12; Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers: Top flange hangers available in widths ranging from 2-WO"to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Farms -mount hangers available in widths ranging from 1 51&'to 7. 9118' and height ranging from 18" to 26". 8 MPA132, MPA144 Strap -style purin anchor 6 HRCL.SI, HRC22 Hip Ridge Connector 318' and -heights ranging from 6-6116' to 12-718". 14 HUCTF series hangers Top flahgejaist hangers available inwidths ranging from 3-1/8"to 9 PA18, FA23, PA28, PA35 PA51, PA68 Strap style purlln anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25•SDS, HHGU5S0=SDS, HHGU562SDS, HHGU7,00-SDS: HHGU725-SDS, Face -mount hangers 3.9115'and heights ranging from'S 318" to 13-118". 10 PAI18; PAI23, PAI28, PA135 Strap-slyie purlin anchor 8 LSU26, LSSU28, LSSU210 Light Slopeable/Skewaber U Hanger HHGU9.00-SDS 15 HUTF, HUCTF series hangers Top flange hangers: available in widths ranging from 1-9/I6"to 5- 11 STHDi0.STHDiORJ Strap-srylehoid-down 9 TBE4,TBE6 Truss Bearing Enhancer 6 HHUS26.2,HHUS28-2,HHUS210-2,HHUS46,HHUS48,HHUS410,HHUS55011'0. Face -mount hangers -1/2" and heights ranging from37116"to15".Con cealedflange 12 STHD14, STHDi 4RJ Strap -style hold-down 10 TC24, TC26. TC28 Truss Clip HHUS7.25ilD version CH available for all models having width equal to or 11 THA29, THA213, THA218, THA218.2, THA2222, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSULC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9/16", THAC422 THA426. THA422-2, THA425.2 118' to 5-115" and heights ranging from 4-314" to 15-314"- 16 HWP series hangers Top flange hangers available in widths ranging from I-116" to 7- • = 12 THAD1.81/22, THAl2 06/22, THA121122; THA1222, THAM22, THA13522, THA1422 Adjustable Truss Hanger Sized for 1-Joists Concealed flange version (HSURC HSULC) available for all IJ8" and heights ranging from 5.3i8" to 28". z 1 13 THAC422 THAR422 Skewed Truss Hanger double 2X and 4X models, only acute flange is concealed, 17 HWPH series hangers Top flange hangers available in widths ranging from 1.9116" to 7- r au o 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26i HTU28, HTU21"0, HTU26=2, HTU28-2, HTU210 2 Face -mount hangers 112 and heights ranging from 5-316'to 32'. a o 15 THJM2-4-SDS3, THJM2 5-SDSS; THJU26, THJU28-W Multiple Truss Hangers 9 HU. HUCseries hangers Face -mount hangers available in widths ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-W8' to &- LJ_ u v c^ 16 TSBR2.24 Truss Spacer -Restraint 112 and heights ranging from 2-716'to 19-114" Concealed flange 5/8" and heights ranging from 9-116" to 16". -p m x 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 Inwdth of 1-9/16" and heights H u ® s- 18 VTCR Valley Truss Ciip greater than g ranging from 5.3/8" to 7.114", tn -a o � 10 HU001,8119-SDS, HUCQ1.81111-SDS, HUCO210-2-SDS, HUCQ210-3SDS, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in u dth of 1-9116" and heights cc fcc Z cv SOS, HU00410-SDS, 4UC0412-SOS, HUC052519-SDS, HUCQS 25/11-SDS HUCQ610- ranging from9-3/16"to 13-118". 3 $DS; HU00612-SDS a d o' +- i c m u ,� .ac = 3 `° cc 3 = y m � ra w L1= • � T C � O O Simpson Strong -Tie Q' A - r, 1 � mp n2 20 FBC Approved Products Updated 12/301'1020 � _ Simpson Strang TIe 2b2Q FB.G Approved Products U.Rtlakad i4f3012020 � _ Simpson Stroh, Tte 2U20 FBC Approved Products P g pp Updated 12/301?020 _ Simpson Strong -Tie 202D FB:C Approved Products Updated 12/30f2020 For d'gett Ilnksto ell SST approvals listed below, CLICK HERE. For direct links. to all SST approvals listed belova,. CLICK HERE. ftr+9recl finks to all SST approvals listed, below,. CLICK HERE. For dkect links to all SaT approvals listed below,. CLICK HERE. = For additional information regarding Florida's Statewide Product royals tam and M -0ade County Notice of ce tan a NOA LUCK HERE. s g Apo -System am ntv Ap p c { ), » - additional o regarding e 's Sta a Product 0 CLICK HERE. Far add opal information Florida s Statewide R st Approval System and Mom -Dada County Notice of Acceptance (N A), - i Statewide Prcdti S e -Dad n Notice ce ce NOA CLICK h . For additional Marmaton regarding Flmda sct Approval System and Marro a County ofAcceptance plan ( ), a For additional information regarding FI da's Statewide o Approval System d -Dad County Nod Acceptance NOA COCK HERE, F a ion I a eg icing m wid Product pp al ys man Mud -Dade ty ce of( ), 21 LB series he Top flange hangers available in width of 1-9116" and heights FL#I 1468-R3 18 S/LBV1,56, S/LBV1.81. VLBV2.06, S/LBV2,37, SILBV2.56, SIL.BV2.68, SILBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-318"to15-118": S/LBV3.56,S/LBV362,S/LBV408',S/LBV4.12,S/LBV428,.S/LBV4.75-S/LBV550 6 Strong -Split 2(STB2, ST92-4SS,`STB2-6SS) Strong-Bott2Wedge Anchorfor 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 Pmduct Description 19 SILTT20, SIDTT2Z, S/HTT14, HTT4, HTT5 Holdowns steel and Types 304 and $16 stainless steel ranging from'#-3116" to 13118". 1 HHUS210-3 HHUS210-4 Joist Hanger 20 SiMST60, SiMST72 Straps 116 mil (10 ga) 7 Titan HD (THD-H THD-HMG, THD=1­14SS, THD H6SS, THD-CS, THD-CSSSS) Titan HE) Heavy Duty Screw Anchorfor concrete and masonry 23 LEG$; LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4"to 6- 2 HR56; HRS8, HRS12 StrapTles 21 SP4, SP6 Stud Plate Ties available with hex head in carbon steel and Types 304 and 316 713 and heights ranging from P" to33-1r2'. 3 HUCQ210-2-SDS, HUCO210-3-SDS, HUC0310-SDS Joist Hanger 22 SSP; DSP, TSP Stud Plats Ties stainless steel, or with countersunk head in carbon steel and 24 ME05, MEG7 series hangers Top flange hangers available in wdths ranging from 5-114" to 6- 4 THGB2, THG83, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 718' and heights ranging from 9" to:32-1/2", 5 THG02-SDS3, THGQ3SDS4,6, THGQH2-SDS3, THGQH3-SD84.5, THGQH4-SDS8 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titen HD Rod Coupler tTH037634RC, THD50934RC) Than HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 6 THGW33, THGW3-4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB25158RH. THDB37158RH, THD37212RH, TilenHD Threaded Rod Hanger for concrete 1/8" and heights ranging from 9-114"to24". THD50234RH, THD10212RH) 26 PF, PFB, PFDB, PFDSB serieS hangers Top flange hangers available in wdth of 1-9116" and heights 10 Wedge Ail (WA) Wedge -All Anchor for masonry ranging from 3.3/8" to 71118". FL#11473-R5 FL#13904-R5:(D 27 RR Ridge faller connector 28 WP series hangers Top flange bangers available in wVdths ranging from 1.911610,7- Sea # Product Model. Number or Name Product Descriptian Sea # Product Model. NumberorName Product Description FL#16230-R9 1/8' and heights ranging 9 1/4" ffi 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3 B2-SOSHOG, CCQM4.62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR; FGTRHL, FGTRHR Girder Retrofit Anchor OCTQM4.82SDSG. CCTQMS.50 SDSG, COCQM3 62-SDSG, CCCQM4.62-SDSG, Sea # Product Model. Num beror Name Product Description 3 H16,:HISS. H16-2 H1&2S Hurricane Tie CCCQM550-SDSG 1 AT-XP AT-XPHigh-Strength Acrylic Adhesive for concrete. or masonry FLM0860-R5 4 HETA42, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECC1_0M3.62G-KT, ECCLQM4.62G-KT, ECCLQM5.50G-KT. ECCLLOMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2 HETALI6 HETAL20 Embedded Truss Anchor C-CGLLQMD462G-KT ECGLLG1MD5bOG-IiT, ECCLRCiMD3.62G-IC•f, ECtLRQMD4:fi2G- 3 SET-XP SET-Xpeigh-Strength Epoxy Adhesive for masonry Sea # Pm ct Model. Number or Name Produc Qascrictlon 6 HGAMID, HMO Masonry retrofit connectors KT, ECCLRQMDS 5OG.KT 4 Strong -Bolt 2 (STB2) Strong-Bo@2 Wedge Anchor for masonry i ASA44; ABA44R, ABA46, ABA48R ABA66, ABA66R Adjustable Post Base 7 HHETA16; HHETA20 HHETA24, HHETA4D Heavy Embedded Truss Anchor 3 HGUMS 25, HGUM550, HGUMTOO, HGUM7,25, HGUMROO Heavy Masonry Hangers 5 Titen2 (TTN2) Titen 2 Screw Anchor for Concrete �✓ 2 ABU44; ABU44R, ABU46, ASU46R, ABL15.5, ABUC-6,: ABU63 ABU66, ABU66R. ABU88 , Adjustable Post Base 1 8 LGT2 LGT3-SDS2;5 LGT4SD53 Gir rTedown de 4 LGUM26.2 LGUM26.3 LGUM2fi-4 LGUM28.2 LGUM28.3 LGUM28.4 LGUM2ID-2 Masonry Beam Hangers Y 9 6 Titan HD HD-H4SS THD-H6S8 THD-CS6SS (T ) hen HD Heavy -Duty Screw Anchor concrete available in 304 T y ty ew r for ABUSSR, ABU1010; ASU1010R ABUI212, ABU1212R 9 LTA2 Lateral Truss Anchor LCUM210-3, LGUM210-4, LGUM46, LGUM48, LGUM410 or 316 steinless:steelwithhex head, and 316 stainless steetwith f/_� 3 4 ABW44Z ASW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7.7 A04, A04R, ACE4, AC6, ACOP, ACES Adjustable Post Base Post Cap 10 11 META12, META16 METAiS, META20, META24, META4o MSTAM24, MSTAM38, MSTCM40; M8TCM60 Embedded Truss Anchor Strap Tie for Masonry 5- MBHAS.1219.25, MBHA3.12f11 25, MBHA3.56f7.25, MBHA3.5619.25, MSHA3.56111.25, MBHA3.56111,88, MBHAS.5E114, MBHA3.56116, M13HA3.5618; MBHA5.5Of7.25, Masonry Top Flange Beam Hangers 7 Titen Turbo (TNT) countersunk head. Than Turbo Screw Anchor for concrete or masonry z i 5 BC4, BC46; BC4R, BC6, BC6R, BCS, 8CS2-2/4, BC52-3/6 Post Cap 12 MTSMI6,MTSM20, HTSMI6, HTSM20 Twist Strap for Masonry MBHA5.5019.25, MSHA5.5011125, MBHA5.50/11.88 MBHA5.50/14, MBHA5.5Of16, 6 CB44, C846, CB48; CB66, CB68 Embedded Column Base MSHA5:50I18 7 CBSQ44-SDS2, 03SQ46-SDS2 CSSQ88-SDS2 CBSQ86-80S2, CBS088-81)52 Embedded Column Base 6 M81-1056/9.25, MBHU3 56/11.25, MBHU3 56111;88, MBHU3:56/14, MBHU355116 Masonry Beam Hangers FL#16937-R3. � 8 CC, ECC, ECCU Series Bolted column caps with WI ranging from 3.14'to 9-112" and FL#11496-RS MBHU3.56/18, MBHU55019,25, MBHU5.50/11.25, MBHU5.50111..88, MBHU5.50/14, ` / W2 ranging from 3-518" to 7-112" M61-11-15,50M6, MBHU5.50/16 Sep if Product Model. Number or Name Product DescrIotlon O 9 CCQ-SDS2.5, ECCQSDS2.5 Series Screwed column caps with W1 ranging from 3-1/4" to 9.112" and Sea Product Model. Nu In bar or Name Product Description 1 X3461016.5K, XIS1016, Xi 91016.4K, X01$1018, XQI B1016.4K #1046 Strong -Drive $('Metal Self -Drilling, Tapping Screws with #3 VV2 ranging from 3.5/8" to 7.1/2" 1 OTTIZ Deck Tension Tie Ddll Point 10 CPT44Z, CPT66Z, CPT88Z Concealed Post Tie Base 2 HD12, HD19 Bolted Hoedowns FL#13575-RB 2 XLQI14T1224. XLQ1 14BI 224-2K #12.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping i..i� 11 EPB44A, EPB44, EPB46, EPS66 Embedded Post Base 3 HO3B, HD5B, HD7B; HD9B Bolted Holdowns Screws with #f5 Drill Point and Large Diameter Hex Washer Head 12 EPS47 Embedded Post Base 4 HTT4, HTTS, 1-175-3/4 Tension Ties So Product Model, Number or Name Product Description 3 XMQI14SI224, XMQ1 f 4B1224-2K #12-24 Strong -Drive XM Medium -Head Metal Self Drilling, O 13 LCB44, LCB66 Embedded Column Base 5 LTT19, LTT20S, LTT131 Light'Tension Ties 1 SOW22300, $DW22338, SDW22438„ SDW22458, SDW22500, $DW22600 SOW22638,. Strang-Dtive SDW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 15 LPC4Z, LPC6Z MP844Z, MPBB6Z, MP988Z Light Post Cap Moment Post Base SDW22634 SDWC15800 Sirong-Drive 4 Y,0114S1224, X4114B1224-2 51t XI 1481224, XQ'M 2SI224, X011281224-2K #12-24 Strong -Drive X Metal Self -'Drilling, Tapping Screws with #6 Drill Point L �� 2 SOW015450 SDWC TRUSS Screw 16 PB44, P644R, PB46, PB66, PB56R Embedded Post Base FL#13fi28-R5 3 SDWH19300D8, SDWH1940OD8, SDWHIOBOODB, SOWH1980ODB, SDWH1910WQB Strong -Drive SDWH TIMBER HEXSerew 5 XU34S1016, X1_134B101651( #10-16 Strong -Dr veXU Metal Self -Drilling, Tapping Screws with 17 PBS44A, PB546, PBS66 Embedded Post Base 4 SOWH27400G, SDWH275DOG SDWH27800G, SDWH271 DDOG, SDWH2712DOG Strong Drive SDWH TIMBER -HEX HDG Screw -Screw #1 Drill Point .y..� v 18 PBV6, PBV10 Round Post Base Sqa fF Product Model. Number or Name Product Description 5 SDWS16212, SDWS16300,SDWS16812, SDWS16400 Strong -Drive SOWS FRAMING 19 PC44-18..PC46-16, PC48-16; PC54-16, P056-16, EPC44-16, EPC46-18, EPC48-16,, Post Cap 1 SB518x24, SB7/8x24 SB1x30 SS Anchor Bolts 6 SDWS19600, SOWS19712,,;$DWS22400,SDWS22500,SDVVS22512, SDWS22M0. Strong -Drive SOWS TIMBER-Serew(lnterior Grade) O EPC84-16, EPC86-16 2 SSTB16, SST820; SST624, SSTS28, SSTB34, SSTB36, SSTB1 BL SSTB20L, SSTB24L, SSTB Anchor Bolts SE)WS22800; SDWS22900, SOWS221000 SDW8221100, SDWS221200; SOWM, 1500 FI-05320-110 L 20 PC4Z, PC4R7,,PCSZ, PCORZ, PC82; PCBRZ, EPC4Zi EPC4RZ, EPC62; EPCBRZ, EPCSZ; Post Cap SSTB28L 7 SOWS2230009, SDWS2240008. SDWS22500D8, SDWS2260DDB SDWS22800DB; Strong.Drlve SOWS TIMBER Screw (Exterior Grade) EPCBRZ SDW522100DDB Sea # Product Model. Number or Name Product Description 21 PPB44-4Z, PPB44-6Z Post Base 8 SDWS22312D138, SOWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSCB43.5; DSSCB46, DSSC848, DSHS Bypass Framing Drift Strut Connector /11 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS27300SS, SDWS27400SS, SDWS27500SS, SDWS2780DSS, SDWS27BOOSS; Strong -Drive SOWS TIMBER SS Screw 2 FC643.5: FC645.5, FCB4T5 FC649.5, FCB411 5 Bypass Framing Fixed -Clip Connector C' ^D SDWS271000SS, SDWS271200SS 3 FPHSD34S1016, FP'HSD3461016, FPHSD3461015-5K, FPHSD34S1214, #10-18and .#12-14 Strong-Drive-FPHSD Framing-tc-CFSSetf- V Sea g Product Model, Numbaror Name Product Description 10 80WV13400 Strong-OrnreSDWV SOLE-TQ-RIM .Screw FPHSA34Bt214, FPHSD34B12145K Drilling, Tapping Screws ICU FL#10866-R5 1 CMST12 CMST14, CMSTC16 CS14: CS16, CS18, CS20, CS22' Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4.25, LSFCe,25, SFC225 SFC4 25, SF06.25 Steel Framing Connector U 2 HRS9, HRSS HRS12 FHA6, FHA9, FHAl2, FHA18- FHA24, FHA30, MST126 MST138, Straps 97 mil (12 ga) 5 LSSC4 25, LSSC6 25, SSC2 25, SSC4:25 SSCB 25 MSSC2.25 MSSC4.25 MSSC6.25, Steet Stud Connectors Sea # 1 Product Model. Number or Name FJA FSA Product Descifictlon Foundation Anchor 3 MST148 MSTI60, MST172, S1MST27 SIMST37 S1MST46 HTS16, HTS20, HTS24, HTS26 HTS30, HTS30C Heavy Twist Straps FLVI5363-R3 6 MSS04.26KW, MSSC6 25KW RCKW3, RCKW5.5, RCKW7.5 RGKW3S, RCKW5.5S Rigid Knee Wall Connector C`I 2 FRFP Flat Retrofit Foundation Plate 4 LS'TA30, LSTA36, LSTI49, _STI73, MSTA9, MSTA1.2, MSTA15, MSTA18; MSTA21, MSTA24 Straps 43 mil (18 ga) 7 SCB43.5, SCB45 5, SC647 5, 90849.5, SCB411.5, MSCS45.5, MSCS47,5 Bypass Framing Slide -Clip Connector O_ 3 GH46.6, GH46-8, GH48-8, GH48-8, GH41 i3.6, GH410-8, GH66-5, GH66-8, GH68-6, GH68- 8, GH610-6, GH610 8 Girder Hanger 5 6 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115 ST2215 I SUBH325, SUBH3..25, MSUBH3.25 Straps 33 mil (20 ga) Bridging Connector Sea # 1 Product Model. Number or Name AS 18. AS I SS5, AS 18S6 Pmduct Description 18 ga Truss Plates 8 9 SCS32-5197, SCS62-5197. SCS82-5fl18, SCS82-5t116 SCV0,25, SCWS 5 Bypass Framing Connector Head -of -Wad Slide -Clip Connector 4 GL85A, GLB58, GLS5C, GLB50, GL67A, GLB76, GL87C, GLB70, Glulam Bearing Plate 7 LTPS Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8,25, SJC10.25, MSJC8,25, MSJC10.25 Steel Joist Connectors L� 5 GLST512, GBLT612, GLBT518, GBLT616, GLBT520, GBLT820 Glulam Bearing Plate 8 LTS12, LTS16, LTS18 LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SSB3.518 Bypass Framing Slide -Clip Strut Connector O co 6 HGLBA, HOWE, HGLBC, HGLBD' Heavy Glulam Bearing Plate 9 MSTASO MSTA36 ST021S, STB224, ST9, STIZ ST118, $T22; MSTC28,,MSTC4G MSTC52 Straps 54 mil (16 0a) 4 ASHP Hinge Plate Connector 12 XLSH34BI414, XLSH78131414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HOT-2, HGT-3, HOT-4 Heavy GirderTiedown 10 MSTC68, MSTC78 STS238 Straps W mil (14 ga) Screws W $ UFP70-SDS3 Universal Foundation Plate 11 MTS12 MTSIB; MTS18: MTS20, MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQIS1016, XQ1B1016 4K'X018121.41 X0181214-3.SK, XQ7881224, XQ7861224-3K, #1046:412-14, and #12 24Strong-Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 Sf61,56, S/S1.81, S1B2.06, S1B2.37, S62 56, SIB288, S1B3.12, S/133,56; SIBS 62, S/B4.06; Top Flange Joist Hangers FL#15730-54 XG1114S1224. XQ11491224-2 51<, XQ112S1224;XQ112BI224-2K, X348101MK; Tapping Screws Q S/B4.12, SIB4.28, S/64.75, SW.50 XiS1018, XIEI016.4K, XISI214, X1BI214-3.5K 13 S/BA2.12f8, SIBA2.12/10, SiBA2.121121 &BA2.12M4, SI8A4.1818, SIBA4.18110, Top Flange Joist Hangers Sag # Product Model, Number or'Name Pmduct Description Z SIBA4.18J12,SIBA4.18114 1 ET -HP Adhesive Anchor for concrete Z 14 S1H1A HurncaneTie 2 GAC GDP, GOPM50, GDPM 75 GDPM 100, GDFS GW=50, GW 75, OW-100, GTH Gas -actuated fasteners and assembles Q 15 S/HD8S, S/HD8B, SiHDIOS, S/HD106; S/HD15S, S1HO158 Holdowns 3 PDPA, PDPA-K, PDPA MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-WI POPAWL, Powder -actuated fasteners. threaded studs, and assemblies 16 S1HDU4, SIHDU6, SIHDUO, S/HDU11 Holdownd POPAWL-MG; PSVL3, PSVL3-K, PCLDPA, PECLOPA, PTRHA3, PTRHA4 J 17 StXT,SIHJCT Joist Hangers 4 SET-3G Adhesive. Anchor for concrete n^ SHEET NO. August 10, 2022 P'A 103 ,p JI' Y: -;25id � f+i ! 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Qu.ALrry As LANCE 1- Nfiarni DadeDepaitmentof FWgulittmy and Fer•rxienfir `)_ 1 MATIERIAL CERTMC, '3.TI14dt'9 Notice DfAcce ptwce No,15-4-1,29.14 issued to V Ewusion Lbinited for their "Ulhke PVC- Eater Es siors #o' Windows and ors dated 0 '13 15_ wg N . ;' • to V Limited f" tl 'N7E 1060 : 3 x -. 3 .Y:. . ",:. Tarr '4 t�i' Shades is ��.' � � dews and T + t -; dat'120,iq6 o0&'1 3_ Nam.a Ameptance No 1 2&15 kmmd toVidDn F�dnk4on Limited bore t' crated (Painted Ail Laminated) PVC Estr mans for Fand Dry ; cau 98/1311 . 1 W130119- 4. Noticeof Air '. 1V wed ENEKI Fmcstmtion Sobticm 11A, their .and ter" ha o �*�lit . a P���C Inc Shades tt E. Examsions, for Windows, and df: � . r: �- 1 A S Inc. for their "Bronze and Lighter Shades of Cap Coated Rigid n7C -Ex.teribr Extrusions, ns for Windows and Doore dated W115116, oTidug on 04P 16 M. .. Xo&e ofAcc Nib-16-0712.03 �' t ' I O tiam, A.,. �€ga• d P''Lr'� r1�lr Erns fabr°'i�d s arnd i��lr�'�d�%d 08IM- 7;.07kiu -00MI& 7 { . tl' 5 51A' 10-06,A1vyO5,.7 53-5753-'1 ;1T11+IE-84 te material } trt der=a"tirOA '; : - Fice''], 8- Notice No 1, 0 Clear and WbheInteriyer Gn 07l04 18. 'r srf81 UM- r- Char and Color 1� -B In erg Fin 0 M/1 . # s F. slkmwns a m 1, : %ttff �3f`� €1'�'1�.-_ with 7f~ � Etf1�� 014J' "i�':�i E[fr�dlll (201e.::+)�' is=d byuf� - .M1.4117' _. - - & waled by L PE 2. Stgematkftcrofnofm2addWtrfttd-atedWM17,imedbymawfxhmsignM a 'Sc- 3 L bid' c pf cfthe : rvle test ems" 5, 1 _ , t'�Cci"�ti. I.. I... M1 ismed to PG11ndwhim,€irf'tltetr Series ag:T PM. Prod!-f,:Cvn*r®Ij. 'Unit Supo n iser NOA No. 21 205. 3 N N cn CQ N U N Q CD-0 C 0 C co �-- N V O •!✓ ja O0 CD- 0 CQ p > •� cn -0 a)_W E O ^, O ^ i F- 2 -0 .c c Q 0 E Z Z W J SHEET NO. PA 1.4 August 10, (D U MIAMI•�ADE MIAMI-DADE C a M � CL O L PRODUCT CONTROL SECTION Cast -Crete USA LLC Cast -Crete USA, LLC Cast -Crete USA LLC (D CL DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 C BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 313-2s99 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTED U NOTICE OF ACCEPTANCE (NOA) w v_.rniamidade.2ov/ecouomv -a _0 Cast -Crete SA LLC r. USA, C 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-02 9.12 5. EVIDENCE SUBMTTED UNDER PREVIOUS APPROVAL # 14 0903.03 s` O -2 L L_ 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS Q O Sefiner, Florida 33584 „ I. Irawin No. F64612 titled "Precast and Prestressed Lintel Details sheet l 0 1, g y f �� l+ 1. Drawing No. FD4612, titled Precast and Prestresseed Lintel Details , sheet 1 of �, �� 1. Drawing No. FD4612, titled Precast and Prestressed Lintel Details , sheet 1 of L.L = . — -- M = co prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT'4612, titled 1, prepared by Craig Parrino, P.E. , dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " �,_ O Co O > -0 SCOPE: "Cast -Crete 4 ", 6" & 12"Lintel Safe Load Tables'; sheets 1 through 3 of 3, prepared by"Cast-Crete�, „ LT4612, titled 4 , 6 & I Z Lintel Safe Load Tables , sheets 1 Lintel Safe Load Tables , sheets I through 3 of 3, last revision dated 06112114, all -- O O L L This NOA 1s belt issued. under the applicable rules and regulations governing the use of construction materials. 8 pp g 8 Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both g . through 3 of 3, prepared b Craig Parrino, R dated March 24, 2003, last g p y' prepared, signed and sealed b Craig Parrino, P. on 08119114. F y $ en Q • — cn O M '+- The documentation submitted has been reviewed and accepted b Miami -Dade County RER Product Control p �` � drawings signed and sealed by Craig Parrino, P,E. revision dated Marc1t,11, 2008, all signed and sealed by Craig Parrino, P.E., on . C Ri � � � � 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 .0 ( I. 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 Mi Unfilled Models, total of (13) concrete lintel specimens, perASTME-S29--94, prepared C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No.. 30404A, dated 04110103, signed and 1. None. 1. Calculations for Cast -Crete Lintels, dated 08/1912014, Pages 14.201 through 14:236, this product o at led r p od r material test for quality assurance purposes. if this product or material faits to perform in the sealed by Christopher A. Ramon, P.E, C. CALCULATIONS i P r' P- E prepared by Craig Parrino, 0, P.E., signed and sealed 1 by Crag Parrino, accepted manner, the manufacturer will incur the expense of such testing and the .AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction:. RER reserves the right to revolve C. CALCULATIONS 1. None, D. QUALITY ASSURANCE this acceptance, if it is determined b Miami -Dade Court Product Control Section that this product or material p y � p 1. Calculations or Cast -Crete Lintels, dated 05129103, 207 es, prepared b Craig f pages, p p y g D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (HER). fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1. By Aftami-Dade Comity Department of Permitting, Environment, and Regulatory Affairs. This product is approved describe pr pp as d herein, and has been designed to comply with the High Velocity Hurricane 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. .None. Zone of the Florida Building Code, 1. Nate. DESCRipTION: Cast -Crete 4" 6" & 12" Hi h Strength Precast and Prestressed Concrete Lintels ( ) , g gt D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT; Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, L Quality .5�vstem 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 r ared b Craig Parrino, P.E., dated March 24 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" p� y g g 2002. 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed .�` F �7' Parrino, P.E., certifyingcoin liance with the Florida Building Code, 2014 Edition. F� g Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, RE., dated March 24, 2003, last 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -bade 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 manufacturers name or logo and the Miami -Dade b Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled prepared y g g 1. None. B. TESTS County logo. "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by 1. None. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS C. CALCULATIONS change in the applicable :building code negatively affecting the performance of this product. B. TESTS 1 ' None. 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any I. None' D. QUALITY ASSURANCE for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with C. CALCULATIONS 1. By Miami -Dade County Department of Regulatory and Economic .Resources (REP).product, any section of this NOA shall be cause for termination and removal of NOA. 1. None. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miami -Dade County Department' of Regulatory and Economic Resources (RER}. 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Adiami-Dade County Building Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER 7�; 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 the request of Building Official. 1, None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. This NOA, revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4 and cal M LL, E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. elmy A. Makar, P.E., M.S. elmy A. Makar, P.E., M.S. elm A. Makar, P.E M.S. y +� M � cli — -o m s. . +�- Protluct Control Section Supervisor Product Control Section Supervisor Product Control Section Supervisor lLj ea o wrlahrtOalaE ctiur [ NOA No. 20-0630.15 Expiration Date: 09/11/2023 NOA Na. 20-0630.15 Expiration Date: 09/11/2023 NOA No. Z0-0630.15 Expiration Date: 09111/2023 NOA No. 20-0630A5 Expiration Date: 09/11/2023 V- N 9 f � � � 'G Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/20020 Approval Date: 08/20/2020 Pagel E-1 l-2 E-3 ,,, o =ems 0:"3 ro �y iv as .o = � m m 0 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. .Norte. B. TESTS B. TESTS 1. None. 1. None. S� C. CALCULATIONS C. CALCULATIONS L None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and Economic Resources (RER). 1. By M amiDade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS A E. MATERIAL CERTIFICATIONS ,0-0 1. None. 1. None. (1) F. OTHER F. OTHER 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 & sealed by Craig Parrino, P.E, Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. _ CO 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- > A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. CIO 0 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1, prepared by Craig Parrino, P.E,, dated .March 24, 2003 and Drawing No. Q LT4612, 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 i_ 4� 0 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on C,) January 22, 2019. B. TESTS 0 1. None. C. CALCULATIONS L None. D. QUALITY ASSURANCE ♦� m 1. By Miami -Dade County Department of Regulatory and Economic Resources (HER). U E. MATERIAL CERTIFICATIONS <C 1. None. F. OTHER 1. Article of Conversion.. for a name change. co co LLJ CAfelmy A. Makar, P.E., M.S. Heltny A. Makar, P.E., M.S. z (v 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:. 09/11/2023 Q Approval Date; 08/20/2020 Approval Date. 08/.20/2020 __j E-4 E-5 t1 SHEET NO. August 10, 2022 PA 1.5 - - - - --- I :, u.: It;i : hl . I f l 1 .i 7--'._.. i.n; �� t.i . �.I:rd. iStfi [.. i. ,fl _..i..:., LEA --� ---- - -i r—, — —ram --� —r � - ___F I111111111111 \ �i!l,lllllillilllllll��1111 T1 L ECO tr.ic� TILLIT TESTING & ENGINEERING COMPANY 0LIWAL13X1VXRtPA9aZU_JC4rAU 2 Z2_TE8MPORT5_: Large missile impact and fatigue load tests were performed under Protocols TAS 201, 203 as per sectlon 1626 of thialflorlda Building Code. UnTiorm Static loads tXXA1.VA1WN_V2QX4_MX_2W=W 3 & MAIENA CHARACTERIMSA�110 SPECIFICAMONS; $hall-ba strictlyin accordance with General Notes atid-Components, indicated on sheet 1, 2 and 22 of 26, of Product EvatuaUon Document (P E-n.), drawing I I . 'WA'TXRR A. TTLLrr,,A.,PS, ­­_ I'M 4414 YLI otoll nCAL4­9,0066719 , as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-17& Anchor specifications Shall be as Indicated on siheets I., 7 and 21 of Testing, Inc., Reports # 96-569 dated 08/0W1996, #H-570 dated 09/18/199,6, 26, of ProductElvaluation Dowment (RE,M), drawing No. 20-1 16, PRODUCT EVALUATION REPO RT #90-T30 dated 0912011996, all thressigned and sealed by Hector M. Madine, . . - P-E., Fenestration Testing Laboratory, Inc, reports# 2032 dated 04116/1998 and # 2126 dated 10/0511998 witnessed by Gilbert Diamond, P.E, and Report No, 7. LIMITATION AND CONDITION OF USIR� REPORT NO.: 20-0720.01 0219.01-00, dated Mairch 4, 2009, signed and Sealed by Edmundo Largaespada, RE. and Henry Hattem, P.E. 7.1. Shall be stricit 6 ,y In compliance with Gerisral-Notes, 11-40� 1, 9-thrU 14, Indicated DATE: July 28,2020 Tensile lost report No. 9CM-1 97 by QC Metallurgical, Inc,, dated March 13, 2009, on Sheet I 026, as well as General, Notes # I thru 4 and I I thru 16, indicated' on sheet 21 0210,of Product Evaluation Doicument(P.S.O.),litrawing No. 20,176 PRODUCT CATEGORY: Shurdem signed and sealed by Frank Grate, P.E. prIpporield by Tilteco, Inc, arid signed and sealed by Walter Ai Tolit,, Jr., P.E, PRODUCT ISUBI-CATEGOM Storm Panels Za� "TR CTURALEWINEERINOCALGOATIOR&' On 20 Gage Galvanized Steel Storm Panel far maximum panel length vs. design 7.2.. Pitidluct May, lie iniltolled, within HIGH VELO100HURRIGANE ZONES as, defined on Section It= ofithe Florida Building Code. � PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL - wind ioad,,aa wait as mIximurn anchor Spacing vs, design wind load and panel I MANUFACTURER: G[Qbal Protection Producta length based on rational and comparative, analysis, and In accordance Vith section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc,, 7.3. Product shall only ItieInStalled Into paurId concrete, concrete blook, and wood ftn* Structures. 460 SX 51 Street Davie, Florlda2i3i4 dated 1 1102VOO and 03/12115, Signed and sealed by Walter A. Tillk, Jr., P. E. � I - 1-PURPOSE OF EVALUATI t4; 3. MISSILE IMPACT RUISTANCE: Product Evaluation Report prepared by WOitG,rA- Tillit, Jr.. P.E. (Florida License I This is a Product Evaluation Report Issued by Waller A. 111111, Jr., P.E. fSy*tem Large missile Impact under section 1526 of the Florida Building Code, at per TAS 201 Protocol. No. 44167); President of Tilleco, Inc. (Florida CA-000.6719). ID # 1 906) to the Giabal Protecti on Prod ucts., LLC, Rule ChbilAer No. 61 G20-3, Method I D of th 9 Florl do Do pa rtmen It of Sue] n eat a h III I 4,MD LOAD$ RESISTANDL Oxi'milibliffon", -INX yl , 0�,,�� N - Tit ej 11 O...... N IN, Professional Regulation. 20 Gage Galvanized Sleet Storm Panel has been verified to sustain wind I , ........... . 0 V. �� � - �, W".'. ,pEh&,(�'%. �� 1. , , !,.Fk, This product is being Issued an Evaluation Report as described, heroin, and has been verified for Compliance In accordance With the 2020 S6v n 6 th Eftort pressures. Maximum panel length shall bazs Indicated on Sheets 8� 10, 14,15, I le. 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. . , ,_._�. le . ' . � C �:; . � 441 67 11 S �_, �3_*� ' * of ,ft Florida Building Code, And to vorill �y that the product Is for the purpose fritended 20-176. Maximum Anchor Spacing shall be -as , indicated on sheets 8, 9, 10"I 1, --,---7-, � , 1, * .- * X - , , - OF' ?11 lvl_0141�­ STATE -�� of least equivalent to that required by the Code. a n - 14,15,17, tE, 19, 20 25 and 26 Of 26,-ofProdUdt EValu do Document l[PA.D.), 2i*1 - - i . -1 I This Prod Evaluation Report drawling No, 20-176. I / I %�.N,'- F4'0AJ'01' .f'�*�',,if " ��.� * , N N I Q, ;5!s , I I 6 .N. -A. C IC'� �0'0 " Oct shalt be su*ct to review and revision in Case of I.INSTALLATION., %lif"11111000A a Building Codle change that may affect Its limitations and conditions Installation shall be performed strictly in accordance With details indicated on WATILL ZEWDENCE SUBMITTED: _ aii.pRoommEyAw 1O!N_OQqUME_Nj_(P,E,D,)v sheets 3 thru 7, 1 0 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No.10-176. Minimum separation to glass shall be as I A`_P`IOT D-,� TILTEto ADMONRIECOR091P. E. RISPORT-26 k GLOB EC211ON PRIODUOrS. LLC � 20 GAGE GAILVMIM STEEL STORM PAXWORWO A, P047S % REPORT 41.110 Drawing No. 20-176, tided "20 GAGE GALVANIZED STEEL STORM PANEL", Indicated on sheets 8, 14,16,25 and 26-of 26, of Product Evaluation Document (RE.D.), drawing No, 20-178. Shea% 1 thru 26 ofafl prepared by Tifteco, Inc.; signed and sealed by Waltdir A. Tillit, Jr., P. E.; dated 0112812020. This drawing Is an integral part I I I IJ JP111S, Evaluation Report, ,1111 �Aift, 114"If", -1, � 714Z1,116. 1 1 ` ?,A ,,�,IIR , Nil '*h , � ­,� / � d r. . ,T� % - s .�,,­'' 5 4�e VxCENgil%leo ` - - 110iijilill AN,- '­�._ 71N_ S'.WN " I --�,� EN - *' � - %r- 4 .".. 'S -���--` S __- % , . ` �=:t-!!� � NO. 44167 I 11___� S� - - 161 % '= , ,", ,� � -71,1 , , � zel"o _,; * � '. ,*, '. : 3 . ;,* I . * . - - - � 11 - m -.i-" �, ­-__ - - � , , , ,,, 4 op� / va -c*:-, - S-WEOF .,l'�8;1 I ". ftRiOl�--,.Iv I -, , 10, "." I 1 1 ............ - , """ , � 635.5 &W. 36th StMet,,Suitc3O5, Atiamll, Floffa,13160 - Miliffe, (305) 871-3 - I . , 1 I I I ". '.. 6 � Z ".. .14F. ., __ I , -1 0 A� k# I I e0iiih 1 Ili%' oil lulloi � phiwAill, . .. . GENERAL NaITS- O" MR 2a at I "ill PANEIM, M1P9R0D=ftVM=0kPM DOCUMENT (Iii PAS BEEN VMWW MR COMPLIANCE IN ACCORDANCE WITH THE 2020 (711I EDITION) OF THE FUORm.sultbiliI: CODE DESIGN WIND LOADS SMALL BE OMRMINeD AS PER SECr*N 1620 OF THE ASOW RENTIONSI COM FOR A r DC;��AS '4�� BY wifERE FOR A K".0 SJHE t a AND M %,T=,-,FMW,XT-,SD) DES" PRESSURE ALOWS IRWATED ON SHEETS 7 THRU 12.14, 1% M 12 A 2M IN OROCR ;;:;&THE t�&COMS1104, ULTIMATE DES" W*D LOADS DETERMINED PER ASCE 7-TS CED 0. DES" W040 LOWS BY MULInPLYrW THIEM BY 0�6 Vil DROSO IQ COMME THESE W/ Mkil- "D) DESCH PRESSURE RATMOS INDICATED Ott SHEETS 7 "V 17� i4, 15, IS, 10 & 20, 114 ORDER TO NOERIFY THAT 04CHORS ON TAM REZ, AS ITS, WERE NOT ONER STRESSED. A IN INCREASE R4 ALLOWABLE STRESS MR WIM LOWS *AS AM USED IN THEOR ANALYSIS. rASIVIERS SPACING TO WOW HAS SEEN DETERMINED IN ACCORDANCE WITH NDS- 20l& INF ACEE"" NO RCSISTANCE HAS BEEN VERIFIED 01 ACCORDANCE WTN SECTION 1626 OF PAI'll= COI7ASWP9`N=CVA`NE INITINEERING & TU144 WC. REPORTS 45-SO. 96-S70 & 96-730 AND %IDVE FENESTRATION TESTING, LAS M�, REPORTS #2032 & #2126 . AS PROTOCOLS TAS-20i, IAS-2122 AND TAS-203. AS WELL AS AMERICAN MST LAO OF SOUTH FLORIDA REPORT 002,9.01-09, AS PER TAiS 201, 'TAS, M AND TAS 203 STANDARDS. 2- ALL ALUMINUM EKITFUSIONS TO BE 6063-" ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED), SEE SHM 7 I ALL ALUMINUM SHEET METAL USED AT CLOSURES SMALL 14AVE 3iO5­Hi4 ALLOY, A ALL STEEL SHEET AIEIg PANELS SMALL M" STRUCTURAL CUALTy SrM_ AWN A-03 GRADE 50 MIM" r__fiO GALAM010 STEEL DeRONATION WM� 5&3 W (AFTER ROLLED). 5. ALL SCREAS TO SE STAINkM STEE!, 304 OR alli AISI $MIES OR CORROSION RESISTANT COATEB CARBON SIM AS PER DIN W018 W 24�350 W YTEELO SWAIM AND 90 kv TENSILE STREMM * SMALL COMPLY ill/ FLORMA. Mum 1- SECT" �1,4, 4k BOLTS TO BE ASTIA A­W CA10,00121ED STEEL OR XW 304 SUITES STAft8SS STEEL. W1114 X Will INNIMUM YeD STRENWH, 7 ANCHORS TO WALL SMALL BE AS ll=065I, (A) M_UZrlW_J2M%_tQtr�= __ I/ WOW ,ANCHORS. AS MANUFACTURED or I_twl SUluu. flit (0-� r--� -1) 114�** 0 ,= .?/ -M ANCNORS­43 MANUFACTURED BY MWALF W_ (AM 1'. p4j.) - It"., , "/4!`S=SET ANCHORS. AS DISTRIBUTED BY ALL PONT SCREW, 13OLT & SPECIkTY CO, (W�, rt-3000 FAA.) - #14-10 PARIE,101TIT FEIAWLE ITT & PANELMATE PLUS ANCHORS, AS MANLIFACTUBLEC BY ELco CONIVNILICTION PRODUCE& (UN. I'MM P`T) - 1/4-11 CF TAP-CRIP NCHORS. AS MANUFACTURED BY TRU-FAST CORPORATION (I'.-HOO p_.j.) A,I) MIN" BASEDWENT OF TAPCON ANCHORS WM POURED CONCRETE SHALL BE I .�/Vi 2' FOR FAMELAAME FEMALE ID AND PANEMALTE PLUS AND 1 114' FOR CF TAR-ORIP ANCHORS. A.2) CALK-M & SOUD-SET ANCHORS SMALL BE EMBEDDED 7/9* ONTO THE POURED COMPETE NO EMBEDMENT MO STUCCO SMALL BE P1ERMTrfW_ Ile --2D SCREWS I= SMALL BE 1 1/2* LONG MINIMUM SHOULD STUCCO EXIST, AID I" MINIMUM FOR WALLS WITH NO STAICCO, AND MAY BE HEADED SM*WS OR ALL THW� SCREWS W/O IfEAD, BUT WITH WAG NUTS A.31 IN CASE THAT PRECAST STOW PRECAS7 CONCRETE PANELS. F`AVERS, STUCCO OR WOW 001M ix FOUND ON THE "ISTING WALL OR FLOM ANCHORS SHALL BE LEND ENOUGH TO REACH W WON $TRUCTUNIE BEHIND SUCH PANELS ANDOW SMALL BE AS MENTIONED IN AJ) AND 0 A�2). (a) - W��� I/** 0 TAPCON ANCHORS AS NANUFACIURED BY I� T ill. alltmx PIC. _- 1/4 * . 7/a' CALK -IN MOHDRIL As LiAmUrAmKIED BY DEMT INC. (will. r-lwo p.j-) 1/4� x SX S0UO-.EI` ANCHM, AS DISTRIBUTED BY ALL POW SCREW, SENT * SPECIALTY CO (14IN , ft-iew il..j.) - #14-Io PANELMATE FEMALX W AND PANIELUATE PLUS 004ORS. AS MANUFACTURED BY EWO CONVOOCTION _ PRODUCTS JLON, V-2011 P-J) - 0, 114. 0 OF TAP-ORIP ANCHIORS� AS MAHUFA"Fl; BY TRU-FASI CORPORATION ,� -�� L_ 8.13 MLNNUV EM"OENT, W TAMON ANCHORS, UW PANnA"M AND OF TAP -COMP AKHA ITIM THE .0. *" BLOCK UNIT SMALL FIE I 1/0, o �-, R.2) CAV-N * SOUD-SET AKHORS SKAti. BE EMBEDDED 7/9' INTO THE COMMM Z . pi , =6Li".,.,MCC " KID STUCCO SHALL BE PIMMITTIFM� I/4' -20 SCREWS USED SHALL BE I 1/7- 140W� Ill � EXIST. AND I' MINIAW FOR WALLS SAN NO snicizo. I'Tt ! 8 3) 94 CASE nifiT PROCAST STOW, OR PRECAST CONCRETE PAWLS. STUCCO OR WOOD BOARDS BE POUND ON THE "STING W41- ANCHORS SMALL BE LM ENOUGH TO REACH THE "N STRUMAE BEHIND SUCH PAHEm ANCHORME SKAU, HE AS MrSTICNED IN 9�1) AND IN 112), M M_Q2MhQ.XWTL JdD�,�: 1/*-� I~ RED BY t,lx, BUS=, INC, - #14-10 PANIAMiAXIL PEN" M AND PAM13,MATE PLUS ANCHOM AS MANUFAMRED By ELED CONSTRUICTION PSCOUCIS ID'S. - I .0 P%UfS 7�416'*Lf:)V�� HM AS DISTRIBUTED BY ALL POW SOE% SOLT * SPECTA1,1Y 01 C 1) MINIMUM THIrOM POOROO14 WHO WOW OF TAPCON Ahr"ORS SHALL W_ I 1/2- ,00 a- FOR ELCO FMWM?f. PUU5 Mo PANOUAALE FEMALE iti. C.2) =ng:t��P%� S440P LCAO 0,121EW, INTO THE WOOD FRAME LAOT WAILL BE i 1/2'. &THREADED BE RED AS PART OF THE REQUIRED rMILCADIED PENCYRA"ON C3) MOOMUM EDGE DISTANCE OF LAO SCREWS. INTO WOOD 90" K AS NWAM IN 'THIS DRAWING CA) MIMMLA! POOETF14TION OF WOOD WSHIW SHALL BE S/r- 1/4' 4-20 SCREWS USED SHALL BE I $/2' L040 MIN11" SHOULD STUCCO OO!,7� AND I' MINIMUM FOR WALLS " NO STUCCO. CA) 94 CASE 11-441 PRECAST STOW- OR PRECAST CONCRETE PANVS. STUCCO OR WOOD MOMS BE FOUND ON THE VMW WALL. ANCHORS SHALL BE LONC ENOUCH TO REA04 THE MAIN MRUCIUK WOW SUCH PMEL& ANCHORACE SMALL BE AS MENTIONED IN r- 1), C,2) * C 4) (0) ANCHORS SHALL HE INSTALLED FOLLOARINC ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE M04OWS MANUFACTURER. 0, PANELS MAY ALSO BE iNSfALED HORIZONTALLY FOLLDWOW iNSIALLATION DETAILS SHOWN ON SECTION 3 THROUGH 10 (SlaYS 4 "MUCH 6) Elimm THAI HEADERS (2) & (D SMALL NOT BE USED� 9 IT SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Or THE STPUICTURE WHERE 9WM IS TO BE ATTACHED TO MUM PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO COWAM MM OR WOOD FRAME OUILDiom io. EACH RErULAR STORM PANEL mrs LEM;TMS oveR W-a Twpovoli IV-4*, AS PER SECITIONS 6, S. 9 4 10 AND A00THATMcs SW. SW & IOW ON SHEETS S, 6 * 12 RESPECTWELt SHALL K%T A LEGIBLE AND READILY VISIBLE MARKOING ASTRUCTM OWNER DR TENANTIO =9K PANELS WITI4 APPLICABLE REINFORCEMENT OURINI PORIODS OF HURRICANE WARMIk4, I I THE fWALLX"N CONTRACTOR IS 10 ALL SHUTTER COMPONENT EDOM WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BLUM TO PAINM WIMPAIAN =Ar iZ STORM PANEL MALARION SK41 ZOAKIPLY WITH SPECS INDICATED IN THS DRAWING PLUS ANY BUILDING AM 2DNONG REDULATICINS PROVIDED By THE 41RISMON WEYE n"Fl, Is. APPLIED TO� IS- (4) THIS PRODUCT EVALUATION DOCUMENT (P-ED0 PREPARM BY THIS ENCTIFEER r. MOM AND DOES NOT PRENDE INFORMATION FOR A SIM SPECIAIC FMXCTi I.., WHERE THE SITE CONDITIONS DVWE FROM IK P.M tb) CONTRACTOR TO V_ RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE Squy OF THIS PRODUCT OLIZED ON THIS PZIA PROVIDID hriSHE DOES NOT T)MAlt FROM THE CONDITIONS DETAILED ON THIG DOCUMENT CONSTRUCTION SAFETY AT WE IS THE CONTRACTOR% RESPONSWJTY (t) THS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED tWAJUD if WOBED (a) SITE SPOZHFC PRO&EICTS SHALL. BE PROIARED BY A FLORIDA REGISTERED, V4WEUR OR ARMilim WHICH WILL BECOME Ili& MMIEM OF RECORD (F-0,R3 FOR THE PROJECT AND WHO WILL. BE RESPONSIBLE FOR THE PROM USE OF WO EMCMCFL= ACTM AS A OULVATIE) V4GONMR TO THE P.E.D. ENGINEER, SUBMIN E SITE SPECIFIC DRAVAGS FOR REVIEW, (a) THIS PED, SHALL WAR THE DATE AND OWNAL SEAL 00 SIGNATuRE OF THE PROFESSIONAL ENWMEER OF RECORD THA'r PA04RW IT, 14- 94UM M4WrA=RER"S LASM SKILL HE LOCATED ON A READILY YISSUE LOCATION AT STORM PA14EL SHVITER W ACCORDANCE WITH SOETON 1709.9j or FLCRW MOM ECDE� ONE iAM SKILL BE PLACED FOR WXY OPENING. LABOUNG TO COMPLY WITH SMMON 1709�92 OF THE FLORIDA BUILDING 1;PW � -.-.--,-.--I fillyh4h.l. ATE OF FWMA I I I INSTALLATION DETAILS IQ EXISDR2 POURED CONCRETE ANCHM FOR REQU PANELS01 CONCRETE OR C014CR E & Ik BLOC ; CONCRETE ANCHORS MM SDMLE IN k, SHEETS a Timilim 9) __ - - - CONCRETE ANOM ,6m s7m" ��_ (SM soata ON --N winnis 0 rimilili *) W___1ED I CONCRETE AMISIon M `I... - 71(�) ==Iffl 74) \ I � PL _I* =W"Mowm I�VN SHEETS a THAD" 6) I - I . ­1 1, I .- _-R%.%:liUS � 'l, ML,.- � - I . , I 'I. i L4' N11\1m11X\X�1%11&111 1� I , CEZ: �' - . - Z21 i, I - I i I I i ! 1 - I =-.;� Ep� ! . I It i I I I : I ` P. I .- I ED. *' 1 a *"X#KM I i P 1 , - I 604 'm PWRED I &;z i ; Ei A I I R 11 I 5 I I -a-W, SO " I,, Im I 2i ,a, W� IWAIRA \_1-1 0 I I w saidw I-SWIN, - It -0 I I j Elaw Sm * a 12 1'r " 1 12 IM= I SIX Soem I _0 , - = I ; I I I W."­11 I S M-L - I . . __i�w I (i) I I __J__ 1, I ­­ I - 71 -_-ik_:�7 i ....... "' ' - I _1 . .-I-1- ; ___-r____ __ V W QASL I pmec-i - L__ I O =1 __1 I I I i I a 11 I t __ _,t,-_- -, .--- - , - 1, ", - _41 ------- ­ - I ___ - 1___��___ = - -- -- - I I i -T I I : ; I I I I (9)- 4 I I I I 11 I t 1 9 I -,A,- ii: "I � I �� I _ I I I I V . � .9 - I � 9 /I , ma MW OS ,I i "_�---f6 'm I,w = It - 'Ar I . I ­ 4XI. 1 =MVIMI CONCRETE BLO"C" � - __ #�� I ;,, I =&-.rP-- 1 1 I � R% i 1_,6. ii-iWa7 i =P &13JR I � I -I , I J FL P REOLARED. � I i-ET = I I ;1! 11 i ML�____l I 1� EXISTING � .. I i ... � ..." � , _. BLOCK .- I __ i .. _­ ____4 CONCRETE BLOCK REOLMM� t -1 ______J , CONCRETE , , 23/0- W I i � L-i R.., / V. 44M I % _( _MA. L��..--J i ;6 * � 1,­ I , e.- CM40M ANCHM =4CCERED IS C"WRIO, M -Im - - (y) Li., __ � � 0=0 ___ ­ � 011, Cokmm MIDI" � &) ISO, 9TVIZZ I - - - 4 0911_6� I Of t". *,r " wem a T,MM 9) a Tiram 0) 3.14. 1) 0 a THOSaw" 4) WA66 MAUXtillill 1 X!,,UQ,/,K., j .. A mougnma CMUNQ AJQ EM W%,; gg opt1writin DIU j . lw%,; AMN6Z ILD OUT MOUND Nmm%,f r- -/­- - ! - I V I I 9" YE. --(D E.D. - EDGE DISTANCE (SEE SCHEDULE ON _Jr%,,. - I . 11 SHEETS a & 9) To a I i rwre If I 4-_ I *--I ,� I, VU09 I MM FOR PMORMN OF %=M 't ,W. I,ir CLt p a i I, I 0 Oit'MIMINIfil N It k Z AN) I � ....... IN. TOP & BOTTOM MOUNTINGS CAN K COMBINED IN ANY WAY TO SUIT ANY I INSTALLATION, \:,�, I � � - -INWII ,\-\-\, X\ �K ,Z�X' \\\\ � ... ..,, %WEN,i�_ - , ,�41 , , , \� "\ , -, k I " 'I , . ,��, - , A, �` .-�? , FLORIDA BUILDING CODE (819ft Yolpla" "Ll Hu can* Zww)l � I , . I �� svol� : ! _y ."W ISM061 W. M � , _` , "I , SIRETS a ON 0) " CIMUNG Ann Elm MISECIMN *.:--* i I I * f %V. TE *_ _1VA**1 0 - . 2D GAGE GALVA*= STEEL SYMM PANEL - . PRODUC%. U.C. Z 11LIECOtim., GLOBAL PRO =4WnS0CN$13 W" FX DOW ft -'-WM- 7A & - . A _—_F..%!:?,. -, O" .L =Marr. mm wqxrn! fox W4)w�-Mz iOAS, (W, --lot I 20-176 WALE air -I, - - SM CA-4wiv �- VVXAW N., I i _.L.!, -m ,-;,it I , - , . � 4 WA . sow I I ILI ECO wc'.' LWOL4 REPORT NO. - 20-0727.02 DATE: July 27,2020 PRODUCT CATE00RY--. � Shutters PRODUCT SUR-CAIT:90RY- Storm Panels PRODUCTNAME: 44 GAGE GALVANIZED STEEL STORM PANEL MANUFACTUREW, GtobAl ElrotacUon Flodual-= 4800 SX 51 Street Davis, Florida 30314 1. PURPOSE OF EVALWIONI this is a Product Evaluation Report issmod by Walter A. Tillit Jr., P.E. (System ID * 1900) to the Global Protection Products, LLC, Rule Chapter No. SIG20-3,1 Method I D of the Florida Department of Business and Prof4salot"I Magulatio". This, produpt is ,being issued on Evaluation Report cis described herelirr, and has beenvertfli3d for compliance in accordance with the.2020 Seventh Edition of the Florlds Bulldlng Code, a,nd to verify that the product IsfOrthoporposetrittendod atleast equivalent to that required by ft Code. ThIsProduct Evaluation Report shall be subject to reViewand revision in case of a Building Code change that may affect ft limitations and conditions V-491,M) _:VA;U11 XI, PRODUCT EVALUATION DOCUMENT (P.E.D.): Drawing No. 20-175, tided "24 GAGE GALVANIZED STEEL STORM PANEL', . � I sheets I thru 18 of 18 prepared by 711teco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 0712712020, This drawing is an intep , *aj! �tuj*!) P I a , , Evaluation Report, JF,ki� , kz/,�,,K I - - " 40l � �, , 5 .. �li` !, - 6355XW. 36thStrot, $1TTite,11q5,Mawi,FIoridB 33166 -Phone. (305) 871- COMPONENTS FOR REGULAR A LJEE SAELEY MRM PANELS (WAE IA-1") i __________._,l&lW (TOTAL We"-­-­� r______is 1W (YOT& %WT4;I--_---- i 'I I 1 ---lZSOD' (EFFECTK **DTH>----- I I I ­­5 Ile_ I i r-6.230'- r i r-i*­.- I'Spe r_%VW i ^. 5OO* I I I 1, 141;"?w � I 7 -, I /1, 1­*_�%*_ 141M. VA THICK -1 35W- , � "' " , I /111, � ,­', -1 I : I , --- i� - - � 1 O&YANIZED SIM : I - _1_\ I I -_ 11, . 6. " A . - "", , i F ASNI A-M ; � �1. < I III, �__ �_�" �, � 1� t - I ( �� , 04W iiK THICK I 1W \ GUM 50 MINIS mr,,� "t- Lo _MWH`_ F Z - �\ �90cr 24W. 4kvlitlalo am I . z I ED 1� TYPI ' 11 ,�,,.X " ASTIO, AIAW 2.ODV ,24� 1 `\ I TYP , / _ HEMMED _ I" OCTAIL �! - CODE 50 M40" \ 0-60 CALM I - _E , ! -1 _J�IEFALIL L/ A , 1 48.& � AIL A \ OF � L --------------------------- - --.'-.,-,, � __ � _ ........... I "_,l�w �--------*.2W--i - (D (9 END STORM PANEL =_�­Zl -_ , . -----I I - _,--I,�_ 1._111�_, . 250" -.rr 2.19r-- -2% �io^_2am �125* PAAELS INO LiP , ; f 1W '125, li/4'10 WV-h- - I I W. I .- - �.760. 4 S., ­ . - 040i ME I- "�­ I - R; a � f _,� 1� � - - I ". K . I � II I � __,�_w *A.Or . .100'1, - I I 12 1/2' = -- I- � 4 "_ I TO A= .-OP, ;�j I , 3 1 .1MV k� ��l f ­175, 'Dw mr � � 1. 21000 � j! 7 � — 21 . e I � — — -1 � � __1 . I � 451�1 I! : R* I. I I "I'll, L_ ISO 2.161 - __ , i RA 73 � , t_ -1 �, . .-,- ---k, I - I �200 -- , I� , =======4 11 I � A -i A ,il ;Fs. , : .., 375 i SSO - - I- - - I\ I- � � -- -- ­ -V lI.­______j _11VV­i L_ � � -1 IV/ Ift"'t !,;�' -I.Wu- I= VILV WAL A /I -2401)-�q*--' L--2ADr---= ROUNDED CDRME1T 0 ENDS OF PANECS A& M UP W/ HEMMED EDGE, (N.T,S) a) !11:� @ *MiMAM (�) ANGLE 4 ANGLE WITH STUD @ ANGLE VM ]ROME STUD ----I AM bcr� I I SEE — = -f__j I/"& 2,"4 - 0 . -91 TOP WX �374' .374, ow -_ .750* - I T *� -4 . .1 �_. , 125. .*I-m SIM $06laT , " � I-- - I i- - �-- " 4 I f- - ZOO I PANEL Ana .A- .310* RNET121 Im &__�_;-_.,I , f- il t " ! I-.,-- f - � -- V:__ I 1-4cin,"3- 27V .3 1 1 440" � AMOLE 0 12 lIr 01- __ ! i 1 62e i i I il-.11- L_-,�=* _I I.- I I ,1��,,,­ ! I � L_ __W ! .6?1- %�J . . 14-1 1 OlL' � � - i - L-W Him rw ! f . i Olt, tals i ! t�+ M � , i W--* 0 I I I MW PAN�m .9sr - - I t - W .0113, �T 1.01W (�) KEY HM WASHER IM514 _X I . I (�) BACK ANGLE (4 3X *F* MC 0 FLAT PLATER OMIT* (1,11M.) PZ WITH STUD , CALVAMNIZED STEEL 7 444*0 Ott IV t&4 EEL 4f')`_,_­1 � ­ � .­.1. -JI", I - - -- � I ...�. . ., f­ L I 1. 11 . - I STI, ,!# I X510 1 #,sis I 11 �* ' , , L - � - Z -- ft 44167 " f i zw � -* I r , =,- . FLORIDA WILDING CODE (11119h Villoafly NNU cane Zen*) I I . * : � . -% �. I I I , T%M t 4 . I MOM &M nom ill- .1, , �_ .__ - _& 20 OW GALVANIZED STEEL SIIORW PANEL L_��� Tl;� � .-w- WINO Mur _-$% STATE Of , 111P H -,I � , OAOWN W, , __ %Q�. qo � 2,ow-, 1 (9 KEY JJOLE * ... A , ..., M��-_ AT illli. �, 11LIECO lil.� GBA . a 2-W_XI/_r "IN; - I- * ��_,�� "M SF.%_8133=31 W 910""Mule. USE ORMI NUT WOUT - . .V. .. . t.= .:4 20-176 (04)09-1w , , . &QMNN AN= - I ___ � - I on �­`Al, ORMING ft - 1W1110.07-0===II_ CA-Dowti ­1 M i-I STEEL on NICKEL PLATM W= I M f - f I I I I _-T F29 I - _____ 11111­1 1NMLLA119N QUAILS FOR mft ... &-ju MOM QMU FOR IN991MON IN POM MEM INTO EMIU]NO POURED CONCREJE QR =CRM lj�_�TCJURES QM= 1= OR = VAUD TOR FEMA 1JFE SM AND E PLUS 09 CF 1KP_I*vF` OMMORM 4OC400 , -Z K" SMW PANEL SM 1­4= PANELMAYE rOWLE la. , ilkrzl(R�17 SCHEDULE I. N SHISIT a & 0) MA".".: S) 1.4­OW,_ _J 1 ­1 I . - 1 1 MARill,` -N . , - EXISYM P" - i 1� I I � -i I AKIKI, I 11P I . CON:RETE i , � - I 0 TWOUIRM � I , - i ! . i ED I J�W,\-\\N-__ . � if:_�ha � L-0-T Jwl' I I 2 V ­1 "I'll ...... i � i I 0 itr 4, ;= r I Aa) nl:�, I I I 6-WL- , , -I-- I I-= -<D 11 _2._J 9 REQUIRED, : I a - I= 1 1 - - _J 11 9 It Q&&" (D_ , rw . A V,� lw� I L, - _­ , ", �__ A' ____ ,___�__J I VS., ­�41_____ ­11 - ,­_ 7_-.V .-____- I 1- I 11 I I I " I � It ._;l I Q%7"N) = i I or a 4" 9 � ---1 .1--l- __ - oft_l� ___.__,Ok aw� I SIX SHM" i = . _1111HIN'..'Vi. % I . 'I le "INX I ------ I �-, S:":, I I . =%. l0liill.19.. � J.1MLL 1 _0 -01 (Do@-�, r ; To w5s. I ___ --\ -, I 11 i � I, ukii , ."11 "... I I a RL - i �. "� I .9 It I 1 1 1 - - - ,a) � i I Al i . r ---" / '3� ;j i ;-, � � i I _;_ \!7! 1 i I I I - = � ; � % I � .Vl- _` DLWM POURED tl ; 0. IT I I i CONCRETE DR - i i I I CAM a MLM) , I � = OLOOK i 11 I EXISITIM) POURED � LP I SrqX S/Ifi-t- G%Aobo I 1 CONCRETE on - � " I I I CONCRETE BLOCK 1 , A 'AM.= I i, - A *Vqw -IN 14MR - -- -,-I ,- 1-i -1 W*14A.4- 11 --= ... =r ,S`1110 . . 695= . I , I - -11. ­ ­­ 11 �..n FD AND ­11 W_ "I R , co"mmmooll, ­__ Mir"" VOW �-�. , I PPLUS on OF OW -, � i I --- I 9&ST" ON W16"I'L."t .1 .. 0 VrA_ MAYONG (0-M-1 I 11 - %1;9�1 -1 SCALE 3/8-1 __10W \"-T / -T-0 I _A�r__ .. X \___� ! %%A-nM"M'0.=-*,f4 7--wMa COSTM * NEW I- SIDE . )OPM . 1/4% F-D. -� JEW DISTANCE I t - 1 :-o-o ,, � _�, I - SEE I LE 01, � mi6ypoml I Te - lif" Awvhr OR I' A � I , I P 7, WOOD .TE $WM J 1-CAHM.". .) i I 1 /__=14XM1 1 -� /" � * AIM I- WIDE . w4m A lir I -(D NOTE FOR QMMI&M OF SUaWt& ALUM, TUBE OR I* - yAlIES I I F_ 000 PLATE SPACER I � i TOP & BOTTOM WOUNTINrS CAN BE I I TRACK COMBINED IN ANY WAY TO -SUIT ANY I, TENIND 3?.ru, On CONCRE'TE ANORNIS i "%NV# INSTALLATION, ­­ :il � -, I (Z. -..- -1 I , M.M. � ; I - �C_ 6 [L". , ... .. ­,.. t!�!� =T­1 CM1100 POURED .1 .. FLORIDA BUILDING CODE ifth Voloolly MU no Ziinv) i_ wMAITE Amm" . r.AF.vP1_-% O'"ORE" . * I . � J5M . . .2m TIJEM W_ Z;� 1-1 .1 rp� 0,4WRII&E 1 T(2;:i,. CORORM 1 20 "a GALVANIZED STEEL STOFIM PANEL 0 *,) . 3 REPUIRED, -4 &&&PW' 2 . PrAw W� xl� StOON X=X I*- * - - 7,t;�__, - Tiom PmucTs. Lm ',*.',S � SO" S/A. I � �O-. S (Oft - = GLOBAL, mTEc _� - Z IUM AlArw W& FOR SUM REQUIRED TOP OR SIP*. - , I ___:�. 111LIE "Im a r 10UMLIM2 II&MAM1411=1 RM Vik. tt"017-1,11 1� Ilic C 0 =_ . 'VV. ��=.Uwloo "am 0"I"a-ma, rwiSe",in, 20-176 A_*' ORA" 14K th-OSCMIT _1_.1 ...- lt� i MI. i - . - -1., 1110,1_ - , I - i - � . � - I , -, -1 MOP"_T.XYATAjAT.10NR9EW'NQ. 26-0 =�02. 2 .1 - 1-11 I I I UPO Large missile Impact load tests wensportblTned Under SSTO 12-H Standard as I � I pet section 1609.1.2 of the Florida Sulilding Code. ,UhIfO ' rm static toads as per Sectlion 1709.8.3, per ASTM E-330, Test reports prepared byAmedcan Testing Lab of South Florida, Report# 0814.01-01 datadjOW1 Ji'02 witnessed by William , Rr Mahrisi, P.E.. Bortz Moroz, R.Ei arid, Henry Hattem, P,E. and Report No. 021 9. 01 -09, dated February 25, 2009, sighed and sealed by Edmunde Largoespada, R.E. and Henryl-lattem, P.E. Large missile impact and owlic loadings per Protocols TAS 201 & 203'as per section 1809.1.2 of the Florida Building Code. Test Report prepared by Amercan Testing Lab of South Florida, Report No,, 11,23.0,1-10, dawd Novarnbar23-,20110, signed and sealed by JU40 E. Gonzalez, P.E. Tensil0fleptrepod No. 9CM-19$ tIyQG Metallurgical, Inc., datedMarch 13,,2000, � I I I pIgnod AW,aealed by Frank Grate, P.E, Asper-ASTIVI S-8,0nd Tensile Test as par QC Metallurgical Report No,11 0*'131,8, dated December 1, 2010 sighed and analedby Jerry Jaolofano, P, E. as per ASTM E-8. 9;3, STRUGURAL ENGINEgMfilrg QALQAATX)NS,, , On24 GageGalvanlzad SteelStornhParral lbrmaximum panel length vs, design wind load, as W4011 as maximurh anchor spaiding vs. design wind loadand panel length based on rational and comparative analysis, and in accordance wilth section 1604 of the Florida Building Code. Calculatlons prepared by Tiltece, In., dated 12M B/10 and b8/27/13 i(ibr this revision), signed and sealed by Walter A, Tillit, Jr., P.E, ;I 11 li i . V , WX11il6_1__J1_9__ I � drj;:�,�:! :��:i IF 11 Large rnissille, Impact under aettigh 1409.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 2oi- I . I I . AkqND LOADS RES.I$-tANCE. 24 !�;Aqe Galvanized Steel Storm Panalbas been verified to suStailin wind pressures, Maximum panel length shall _bd at indicated on sheets 3, 9, 10, 11, 12 and 17 of 113 of Product Evaluation Document (P.E.D.), drawing No. 20.175� Maximum Anchor Spacing shall be asind-losit'ed on sheets 15,19, 1C4 lil, 13thN 16 and 18 of 18, of.Product Evaluation Document (P,E.D.), drawing.No. 20-175. , 24 Gage Galvanized $test Storm Panel has been Verified for code compliance to work as a non -porous storm shutter assembly, as pier SSTD 12-99 Standard. illi�l�!l�iiiiiiijiiiillii��Fvmtl7o � 'IL11MI111111111111111II11�11i �,, � � Ma 111111 1, � l, I I � I Ili, i, & INM&LMION, Installation shall be performed Strictly in accordance with details indicated on sheets 3 thruS, 12 thru 18 of I 8,, of Product EValWa ' Von Document �P.E.D,), drawing No. 20-175. Minimum separation to glass shalt be as indicated on sheets 3, 6, 13,14, 1 6, 16 and I 8 of'I 8, of Produrt Evalvation Document �P,Et),), d1traWing No. 20-176. tMA" �ER - RISMSAN12 APE—CIFICADQNS; Shall be strictly in accordance with General Notes Land Components Indicated on sheet I and 2 of 1 8. of Product Evaluation Document (P,E.D,), drawing No, 20-1751, Anchor spetifications, shall be as, indicated on sheet i of 1 8, of Product Evaluation Document (P.E,D.), drawing No. 2047t. ND CONDMO S OF USE. 7A - Shall bre Strictly in compliance with General Notes No. 1, 8 thrU 14, Indicated on sheet 1 of 18-of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tilteco, Inc. and signed and sealed by Walter A, Tillit, Jr., P.E. 7.2. Product shiall not be Installedwithin HIGH VELOCITY HURRICANE ZONES as defined on section 1MO.2 of the Florida Building Code. 7.3. Product shall only be Installed into poured concrete, concrete block, and wood ftne aructutas. . Product Evaluation Report prepared by WititerA. '171filt, Jr., P,E. (Florida License I Nm 44:167), President of Tifteloo, Inc. (Florida CA-0006rils), I WAIII-1. 0:1 TlLT,KO ADPON REcORPS k,,P, E. REPOW GALVANLM 877E�LSTORM PANEL kORWG#2Q-1 1/4, 2/4, 3/4. 4/4. 615. 7/5. +61W/10. 2W/110, SWIIO� 4W/10, * 6/5 5W/1 0. aw/I I & -/w/ t I I- r = __ _ ANCHM: MR CONCRETE SIX SCHEDULE ON S"OETS 01 & 9____ _r "I'M 1. 7 " WOOD SEE SECTIONS am SHEM 10 & I i 1. Al.:_� 4 1 ________4_ 7 , 6 0 1 � a " DA�.(j),(&(D- , I ­1 --- I I -1--T—r 1- _T____1 4g_1 117fli-T T7 7- I --I _1'_T_�1T__ _, F. ; I - f I � i � � , I , � . " / I @,(1).@-@4) i), , . ,�, G I I 1 6 / , 11 A J , Nn -i-IJ __ - --' _____ - I 9 I , V/ __ I ____ - I -.-- I �, - :1_1 � _T11', �, - _____ ___T , / ; -T I � , i .. - I I I " -1 I ---wr t­ -1 -1 -1 - ; i 1­ 1 I- _ __ .411;� 14� iff 1 1 1 r � I ___ ___ ___ - - ___ - " ; ,1. � I I& - - '% - I 9 �, I L1&­PiX�i/_1/417-i0._1-___ ME UNBOLTED PANELS - _. � - �,� 1 44a T�T W "IX , 3/32" �l I . / � I / .� I (SEE SECTIONS AS APPLICABLE) 9 I 11 I I 11 I "_L__L_1J I A , . - � . __ ..... .- - 11 - e= - - I ____ I —, , � ED I I "'.1 ____ I -1 - -1 11 TJ / I", , - "I I P/, I 1 1 TJW� I , / I I � I D.M,,&@. , � / , __ J_ --- jj ___��, - i � (11 - �, - —14t, _14 ii__._1;__1 � !I,, Z "i 41t __...___J_.__.___� _ii , J i � @11)1(�)Zt11_3-WX I L- 1 114 m - 1/4, 2/4, 3/4, 4/4, 5/5, 7/5, ,� :�__ 1_10I.. �� � � IW/10, 2w/fo. SW/10, 4W/10, 6/5 � i I � SW/10. 6w/11 A 7W/11 � � i . I .. .. . ANCHDIRS� FOR CONCRETE SEE 504MLE ON SHEETS 9 & 2-,---------- . FOR WOOD SEE SECTIONS ON SHEETS 10 & I 1 A & & ELEVATION N_T.S. /'* O. I.er I aw ' W Dillow � WiMas wiurv� ,___l I _11 ... I- IV '+", W\ Z", /"1"\ 2�i , TO (I ALX4.S i �_� \_.�z lAt"', 00A \___11 � ,.$?,, � ot'-,07 �: .... i� N, C-,% ';" - 1DRIDA BUILDING CODE ,5 _,&e...., EN , %1? % F 411ligh ValacRY Hur Calm Zone) A 4167 1. � . 20 GAGE WANIZED STEEL STORM PANEL DDRAIN W, o ". * �; :*! . SEGI19N A- *. * . ... 47AUSAW r4 ALT.S. Ar � - GLOBAL PROTECTION MDUCTS, U.C. aft. � -0'. Alt / IL ECOINC. 11 -P'., 0 li II � 49M SA Ill Strw V� ,&, Oi, *.. � 09t ., aw_� . - WRIF. n- =,. 20-176 """ - - --! - -- N,;F§.� .,,-.... _!%I-1rX_1 "" == Kr" � TveiI)6ff-7&W rsx (04)M�snT, DFAIR4 ft, I- At I R,N�w CA-00111117. n-1 I -1- I - - F `! 2 Fa-9, - 1 ; I - = OW 3 a " I I -- INSIALL&TION DUALS EOR REQULAR PA E a INTO EXISTING poURE12 CoNeffjE OR CONCRETE All-Dr-K RT - ANCHORS:, FOR CONCRETE SEE SO4AU ON Wn7 2 ---'- - r-T1.10 1 ..4 .MfRETE -Wil"aff E r3 MR WOOD SEE SECTION$ ON SHEET 12 t-W=%%C- . I - al. ill. 2'er � I KVUTRED I REOUTRIED I REQUIRED 'I* W_ Oft VARLAP -1 %HOLE wuz I I I' hr.. I _', - 4 A4OH*RS I - . , V� - r _9VOIEEKILE ON I I . h,i..S.1 I- 9) I � i-ILIM, I t IFF"'V" 1, I ! SHOW 9) � Sim 0) I , I F--0,--:-`- : i i i � --- T_ � I I Z I !;, � I — i � I � I I __7! i J L I ;� , I - -I . I � i � L ; C.1 " -, I -;-, - I t�_ I i I i � I � I I Ill L I i I ! ! I z . I i I i ! I � � ! I i . L 56X ! i � I 11 11 �11 i I � . ; i �! I ; : , F i I 1 ! j Ill 1, j - V - ! I I !11 I I � � i I I � T 1 1 �11 i . . . . § _T I I I � i � L-1, NtX Ii I I -3 1 1 . a I . i - — � ; I i I --a � � I I ."-,- I I 11 11 " I 1 1 � � 'i-i � ; I I I , I I Ill I ; ! �111 h 1-11 - I i I . I I 1 3 � I i � - ,l3 1 1 t � I I __ _. a M I - , P 4 � 2 O - wKinatil To ! I (NOW Ali, I a i I I - .P illl� $WARAWN � i,� I i I * -� ­�oxjl­ f ""i I I I i 11 )o rt:f��._ � I jS r-1- � I I I I i I I -1 a I W IF I ! l a J � � W I r . - I i � � � It I f : i t � � . It 14 -.1­11111- _­­ I-. , . L______ , � - - - 1­11� tn-ri- - i - ,- , I I I 11L , � AL , , Iii, : W - " � .. - I 111_1­___ - - _ - It - � 19, - -T- --J or 'L I I . ( 5 S/;!;:;;i ; I ]tl, T - TITT -!--T-J--T--�-T-- 'f I"- " � ; ig i1ft-41".11, I i to 7 . I � I tlj� 9 I JZI-7,!Z�, —1 I 5 I I ; — I � i" -N ?/" , _­� ­­1 ,� ; I I 1 1 � � d ) 1 --I "A 1 � 1 1 i ! � � I . I i � i � I I 1 1 10,natixi. I 1 1 1 V I ; t I W I I � � � - I - I , i : 1 i I ! , i - r I � , i i I . I I 1 I I I � I I 11 . ;_ 4 ;` i i t 69 I ! : � ------ 1-- t I ; I I I - - - . i I ; I � I � �bzrl I � ! : I � I I q � � , . 4 ;r M" � I *1.1144" - I * _UZ 1: - I W I : sox ; OF V L&.0 - 0 r : 9-1 i SIX =� I 1 56% : � T. Will. - I , I or V � - � OAAX , 1 � OF V , I i k4lix i ,v , , . 1 � - 0 `�' T ------- FOR WOW SEE SECTIONS ON SHUT 12 ______.J i i I i -0 I 1 ;�4 --a I i ; � i ANCHOMi FOR CONCRETE SEE SCHEDULE ON SIREET 2 I � 'L ; li�'. � I . I i I Y_ I 1 1 i I : ��-= 1 : RMW STOW pmm 9 � I . � ,� A 0 ELM%= . ,,r sm IS i2i � ; I 1 1 WALE 3/12- I ol ,,It - i i i "t i i i j I � i 1 � � . ___1___t i - I I 0. 1OAP I I � 11 ; 1 � � 1 - i It I 7 I � 2.Or 11 ! I ..I 1/4' I I I I I -,,,--A-J Q^ cNERIAP .1 SOW MALLM I I �&4*0-XwS/4' S.5, OLT I I 1 41 � � t ! 7/7 -_ %1NO NLK I � I ,;:�� i i 6______ . I I i W04 1 2" 11 CONCRETE ANCHORS I ]I _* , 0**' i 12 D�o 1 I � _ ( 111111 - � � Sipt Soiry'" ew - I � I VOKWO: AMMM MEET, 0) t/A. .t I � � ­ ISSE TO= O" I - (3 ; ! --tnm- �V-=r i W I I � slim 9) : " � � __Mo= on =�M � . L_tw ­. OR 1��M OR "QUIAM EALE t*4 REQUIRE[) DIREa ,.WO WA . MOUNTING 0111RECT ANQ WA6 M 211M MOM M . .PUNTING InUALM11-110 I INUAWA119 SECTION 5 WJMON 9 ZMN I 0 SCALE 1/1-,. SCALE 318--l" 1;M"', A. I "' - .....Z... I " Hu carm Zone)l .1 . FLORIDA BUILDING CODE ah Velocity Hu : . 4XM TIOTIA). vr_ F.P. MMUMON OF 20 GAGE "LVAMUD STEEL STORM PANEL MW Sit, . S E.D. -( EDGE DISTANCE I I , , I 1. * .;. * 1� ___S;�z 07/4/=" SHEET 9) CONaWM IN ANY WAY TO SUIT ANY 1_ , % TE 001'. I � GLOBAL PROTECTION UJC. WX1 I . lilll;� - _T__ SEE SCHEDULE ON TOP & BOTTOM MOUNITINGS CAN S * .- , ­ _:� PRODUCTS, , INSTALLATION, - fj�,E 5 �01__,_ "tre3gr - - ,_ _'1,.`%i�'.T-T.!. u ' fiHOOE, (R$4)4a*-I$W FAIL MOMM`_"? 20-176 W/ 71 A::VM$1E7F.__r.r1%_.___ 0,4 " ft.! I - W n -1,,74T,lt-- - - ___ . =" A I STP *!.*,! M - MOO.J,0% Z '. . 1- , 241,113 a , -&-a a) a) = Cn -0 —Cu > a) = -'--- _1�iia = 2 a) 2 0- C 0 _0 0 a) = C�L CU -0 &_ a- . .— 0) -I.- 0 a) .+, W a) -t� a) -0 0 '10 -= -0 = 0 C 0 _C) — 05 C13 C 0 .0 E CU U_ ,,- 0 — Cc > Cn a) " -&-i " CDL J=_ � 2) -0 ,0 = ._ -C&uo U) cl < Cft. CW cm 4%i t" C* Cn LLJ LL. I 4 Z W mi U) " a) (1) C: ICU 0 1 L. " :3 = ca -M = CIL) IQ Z. LA4 0 ""'i'l�I I.- = L� Q. 11 C- = M W It, CCI _.: 4.6 .!2 M = U) "IQ C-4 (A .S = C%A 3: 2 W .2! CL.= > g = G3 = iiii := - 3: 31; ;5 .LD W Z.. W .!= W X= - = = 90 06 = r= .2 0 126 (J &i. = � LU 75; < = Z < _J 0- -4--a Q) 0) _C: C/) M > 0 L_ CL CL < 0 :3 _0 0 L_ 0- (1) C/) M M SHEET NO. SH 1.0 acmd 1. *' 3 R + WALL- AND FLO R MOU_ NTIN9 INSTALLATION FOR SPLIT PANELS tl 1 '`` 1/4•, Ell : E► E m'P + + f f W" I •,y+"` "�Arr 2' F� 1r p.' Y'J bttwtaiNRVk,tmas '.q,4 4 r• i .y wf i .-.i31 VSrF rKKtM 7R. i• I } r ON Of WALL •� Y ' i aA almVf • C spr. Vm=, X{ i r i r 1• f+LAO NAM 14a�Pp IW 2 1 F 1 }` Cam' D. -`.. X iRLlagIX� 0 114" M.. iLE9YAdiISlt SLYILE 1t+"mot via I/LILLtON SCWEOLILE � PAiNa Pw4. 9. 3,kA TO 6'-1A' + UP % +66.0f S-T2dL- ,ai PRESSURE PAfiN6 sEcnoN �� omwrm SiiLLE 3I8.1' MOM MULLION LSO BE INSMUSD N/O STOW MIELS ON TOP OR fx1TFOM So THAT IT OXATEO 4T Y 80170M emorl (ONE PANEL, OPI AIM W/ TUBE TOP k 801104) SCALE 1/4',.,1r aF owe. -IAA Y4A, WNabEIE ANatms Ism 30mtAt of V. 1 ililLwfu 4 i .._ MNJN, wA • Ism 1AAALA79 SPaOW 1 4PLT Rli Is Ey6yA�11AS4A LPe - SGNE THIS .17'•Au1►2.ARAAYAA IN.STA MON DETAILS FQR REGULAR INTO EXISTING WOOD STRUCTURES P!ANELS(b • 9f4L 1K SG#rF a r as r t 1J,•° IAr ONtwolsvanta%n •. aau�-m~A9a�+7 i.3srn.vL �9'�0°moint ..; 4 .;.. •,. 1Y im,mt a r ac f. ii"a/ .9atta`elwa tJ4r.,•W -.. xReY o r - V .•. ..-. ` _ '•. , ,p sorsTa sLtl,eeFE ter sn IwIIIIL r ' w. IPm i�6aalfOR°t4PA. wK 91.0[1 dY 4 9►,wMILLU wl �f - 711, ma ,t iAY as aaea� - - gg g �•adiar • •- i L - p t.iaae ,rawm CF a,N i � .eF stwAc u soa1A4 & Yo'.RAfi •'^ p�Pa011�rw} k 9a aM4 i tt 3 � 3 1 l•,I INWItLLAT(ON - 1LTERN�TIYE 3W ' ' � Ij4- I , u t}` "aa. i yayi 6e "°°a "e rom aFo tilt —K °�� Na eFWHN,aYu � I mo tit°Ai8'Aa 7 -- ..^4 TNU &OILCAN = ALUNJAM Y.W t jj 7M'9+L%enrr..: ti, ruP eaRSY+r t�trw. CE1LiNG ik Gn-R YGUNTIN6 MALL & FLGGR MOUNTING WALL I= -f�f IN'eT 1 L TIi�N '- i_ LTEI A1ATWE INSIALI.ATIOUS ALTERNATIVE LL7_I! (SECTION AT TOP I S LIMITED TO +D5.5-67.0 MAX. SCALE; 1/4' - 1- BtSTAL1ITWN =. ALTERBIATWE A.S.O. DESIGN PRESSURE RATING) SCALE T/4' Y I' SCM.S 1/4' - i' .6 m4 Ya9 nRPi A9Ptam •aa rk14WR Cop NOTES' ,tµN1L�iFL✓ � NA i•LOOR YQUNTfNG 1NSTALt�1TLON •- SECTION W WALE: 1/4- . 1- 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.D. DESIGN LOADS a*A •••-•n., T I�GENS"••�' UP TO +55.5. -72.0 ps,1,; AND PANEL'S LENGTH UP TD 8'-8". � FLORIDA BUILDING CODE to h Yalaatt Hu *CAN Zone 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN s - N0' PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL g No., 4167 ", s " 20 GAGE.'GALVANIZED STEEL 5iatM PANEL 6T- NOTE FOR COM13INAMM OF sE Els: -* � (� F "- � GLOBAL PRDiECTIDN PRODUCTSy. LLC. Q/ z'p `• INC. ' •eoo S.W sA STi¢t TOP . BOTTOM MOUNTINGS GAIN 6E COMBINED IN ANY WAY TO SUIT c •. hy� irs •. ih '*.m1-YR.�RSRY F+ ;aE4Hm�B9s; FAr. hR4yaN.Btea 20-176 ANY INSTALLATION. .,.•,'• r' "YAAAi 'I�(). AL' ?+ fmO matur e, h7a}av 00 mt ,m} bRww Nr OFANIflift' . "¢ WN A TaLl1 As P.E, r ».rY a _ MAXIMUM A.M. DES19H PRESSURE RATWa AND CQRRESPONDIH IMIM UML_P.ANEL LENGTH "LIN SCHEDULE Aw1n rNNv Fr9R oANPI e''?, afii ttxsuaarYwc. A4 994o eee.9YTatn , n,ral ,n Atl e„e,a99e Y. s . m pLN�LdN;9uPA1 9Lskp KSsiNa tPA,fJ '.. "' IaI f9. Pu a1 K 4 . � 455A -72.0 T'-r OR LESS 2 Ile klmom FA 1 TNRU 6 A 7 -SBA -72A i'Y-r t0 Ir-e MEN. 7 3,(e 1 Twlu 8 k 7 a36A, -T2D fS`-a' Tott'-2' ilaY 2 Ile• �rukvmlw AT a "U, -4&0 12'-4' OR LESS 3 if2' ' M A a k 10 • 9&T= X.f 1143t--20W SA MS, k WOW Ar Qi W ..gLOWN OF tNNEL CAW MYFORPANELS(79 ff4 /h OWTI0H5 AS PER SECTIONS ,THIN 7. ON SHEETS 4 k 6) M40M A.3.1) DESIGN :) w mtw a111CIKm5 9PZ; FOR EA - 3 1/r - - I TO APPU0N3 / E `OF + W'�a1M PMR'1 LENam 4• (a) TAPCMF CF TM-a1NF CALK-M PNa3YaC F61MLE p Imamur IVA m iE . a m tiO.mw t to WNCRM a BLACK t0 9%ptggME af01%w t TO CWCNElE ar rLom N/A N/A or N/A pm 6n 6" NjA *A r r.... #'' ?'. r r t (mTTaM) ... a N/A N/A WA a N/A S" WA IF N/A @ LTIX j r WA N/A N/A Ir N/A 3' N/A r N/A 2 (8ordo... 4,8&& -720 r WA WA WA r N/A r N/A r I/A 3 k 4 (TOP) -.. 71-r ON LESS OR L65 r s WA WA s- r s' IF r a' 3 teonaL+) r WA WA r N/A a' WA r L/AN,..w N` 3" NfA Ell/A 1Y" 5` $' r IF +' 4 WA N/A 12 1J2' S t/4` 12 t/2' s Tf4 6 SEE $KIM 10 k 11 FOR ANCiM rIPE k SAICINO FOR OWNLAUNS BIM ROOD FAWIE tsY1DeLGt •4NOW ANtl10R'9'ACaAO4 AFD kOiNRW FOOL M IN CE ,� aN DNS SCWlI+E FOR ED: LEST 71VN aE,Ol11D ON 9We9)U1E s6At11E AA/ri1011 VACOM SF MY./1P vm SPAT, 940011 ON SWRDU NY 10 SNN.L�NM Ott' LESS PiW FOR MOXM7W� aOfC T rt Aw"POSSIBLE REDUCED SPACNIO m LEIS . F�� - A11PNw TM t/49 1�+L If4w 1/iw tMM19 7'W,4r _1/+I W-X-M YMm-W 9,N A9RAw11 fAAoa.OA} - 3 3 3 2,12 3- '4 ra1A,a, 6r,nY10 (k^7 3 3 a 3.. ! $V7: P'.� Cr,44A• sYi h1 : >< 3 ,/7 `3 4 4 3 VA2 INCRIR 3n 91D ta0 ,Ss tl - 3 t 1;ae ,.a eAs NOTES9 1. INSTALLATIONS ARE :ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55,5. -»72A PSf AND PANEL.'S LENGTH UP TO W-8", 2. FOR NEW WOOD FRAME CONS'TiUCTADW WOOD MEMBERS TO BE SOUTHERN PINE NO..Z W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. CAN BE SUIT ANY NAUD ONLY FOR AS PER SECTIONS I THRU 10. ON SHEETS 4. 5 A 6) WXAA I ANCHM SMCPW AM FA.. 3 T/2' w. AS.a, DESIGN TAPCON 4 TAP-ORP Gait-M RMIELA kiE FE 10 PAVEUMTE PLUS SOLID BET APPUaqu TO SELCO 6,2 Oi L0 IN PANEL P'RESSLME NATIVETO (P.F.fJ TO Q0N00, 1E m OCETE fiEOte m COt1CRE,E TO LUNDRETE i1L0CK m CTNCREIE Tpp CORC0, BLO;lI iTD QwxLstc Ta aok4ck �OCIe TO CQNORE9E m COSreEAE 1ADLX TO O'ONCRflf m CmL CK BLOCK ANr CO118AIATOI/ iw TwEM tFN`6TF11` (R�) 6' N/A N/A N/A 8' N/A 6' N/A 6- N/A N/A NIA I (TOP) 8" 4" N/A N/A B' 6- 6' 6` R' 6' N/A NIA i (amour) 6' N/A N/A N/A B" N/A. B' N/A B- NIA. NjA N/A 2 (TOP) 6- N/A N/A N/A 6` N/A 5' N/A 0' N/A N/A N/A 2 (SOMM1 W.% -72-0 5" WA H/A N/A 6' N/A. 6' N/h 6- NIA N/A 'N/A. S & 4: {TOP} >7'-S* TO S' r OR LESS $. 4` N/A NfA. B" 6'... B` 8' 6" 8' N/A NIA 3 (BOT£0M) ... S' NIA N/A NIA e" N/A 6' N/A 8" N/A N/A NIA ? (TOP) 6' 4" N/A N/A 6' 6` 6' 6` 6, N/A N/A 4 # Y (BOTTOM) N/A N/A 12 1/2" 6 1/4` 12 1/2- 6 1/4 1 6 1f4` B 1f4' 6 1/4' 5 1/4` MIA N/A 5 (TOP/WTTOM) .O, -53,3 N/A :. N/A 12 1/2' 6 4/4" 12 1/2' S 1/4" 6 1/4" 6 1/4" B 1/4' 6 tj9' N/A N/A 6 {W/BOTTOM) 6"-6• TO Il'-2`. 44z5.0, -72.a : N/A NIA 6' 1/4" N/A 6 I^- N/A 6 1/4" 6 1/4' 1 6 1/4n 6 1/4` M/A N/A S (TOP/BOTTOM) '-6" TO IV-2- N/A N/A N/A. N/A N/A NIA N/A N/A 6 1/4- 6 1/4".. 6 1/4- a 1/4* c $, lO (TOP) .& -46.0 6- 4- NIA NIA N/A NfA N/A NfA 6' 6" 6 1I+' 6 1/4` $ (BtTTTOM) OR LESS 6" 4' NjA N/A NjA NfA N/A N/A 8' 6` 6 //4' 6 1/4' 9 (BDTTOM) 12"-4` OR iE65 N/A N/A N/A N/A N/A N/A N/A N/A B i/4° 8 t/4" 6 1/4' 6 1/4' 1 10 (BIOTTOAt) SEE YHEETS 11% 1] AND 12 FOR A004M TYPE k;PACBM FM WSTNUAMOM INTO WOW FRAME WILOW LaItl" A4C1,104 SPACIMS AND W"W VOU DISTANCE ARE NDCMEO LW TINS SCHEDULE, FOR EA. UOM THAN MWED ON SCWDIAE F=a ANCHORSPAM BY •RATahrUM SPACING SH00% ON SCHEDULE BY THE FGLLM4 FACTORS. FM T4S OPERATION TO BE POSSIBLE. REDUCED SPACING OBLNAED L"O FACIDR SWI.L NOT BE LESS MW WOW SPACRM VID"tED TOR DC41 ANCHOR TYPE AT MOM 1SaEfi(L. AlK110a T119[ 1f4'Y i/I 1/4-a 1/4'A 1/4'r flaw TA11:T11 or up -amp IBM 0K%.W SOLID-SCT - 44 Darr%.N (Pn.) 3; 3 9 3 3 31t2' R.aML1U ar.,w. aLYA 6r4i 3 3 31,4 : 3 I'n 4 3 ,/2 AtS XOIL am Ol MM F A•C T O R N N cn N co +� U Q = O .0 0 C .c Ca U -0 � a' O C 0 Q� I_ U _ E U— .Ln -0 ^O^'' W O 0_ .E V J Q INSTALLATION DETAILS FOR MULAR PANELS do INSTAWATLON.. QUAILS ,FO_R_ 8E9UW PANELS 0 INTO INTO EXI TI OD STRUCTURES EXI�•[NG WOiiD STRU,G[URES Q PLUS ✓ �'` t4-tO PANELMfiE PLUS T4-10-PAHELWIE PUTS f`\g LAa 1 /y2 9sa TW UDdO rewtRL/aN = 6 9/s' a;e. wI T x/6 a THREADED j a.N RK /a t ApER :" 6 o.a" I T ✓' tb OUSRNa'I�74a0 {E+e9ER. f b e. 1, •, "'. {{ EKT STOW O WA -�„. f 1NQOD NE1ApR1 TO ._"+ ,<' DO$" , RAE TO 37'r r— P; s , y 1 ca w � f ED S I t � a�S. 1s � ai f t Zi ! - . r, d d GL f ' 1, 1P 3-.�...._..._. E0 - I � EQ .. -�' � .. r= r • I , 7 s' / � ,. �rw 1<'�/=" � N WRR. LL i t & � 7 i i ED - i arL WCIOD HEADER ° ` /2l �' } ' s ,/4• as - 2t• \ [ e , je OC. f ,. 2.1 , I t ile O.C. La- ... CV 1 EO � _ E1aw snra e 1 rc,Y sno . f 1 E+ea auD w yt [ 1 PEQUIREa... 1 L9a '� E _! REOL R"En `'y tt ` j ,L� , " 1 ; 1 V , IRr • i 1} _ 1. HUM I i ! ! SIT ' ON t ES SEE ScHem s ON sm sc EQ aF ON IXIN �� s A10.Y. PANET.. LENGTH ��� '-�.- Ma%. PANEL�LEN61Fi -._.� ri#�_.v ` },:: _: a7 45 all A7 JMt ALTERNATIVE 2NY m ° ( RN A pq i -- jjj Nay. PmEL UNCIH a2 SFl4.E 3 ," SC/!i 3/8-1* i/4Y-�Iti• YS.. Ism NOTE t) Asti-20A9' 3S , (SEE NOTE 1) 1 4't-24Yi• S. '. ! (SEE FINITE I) .,.�. .7+ '1ewFF"w`Q+t�w I � i/o, 06an""`vr E .Ea E9 t >r; I / ! ! 511w1 i C AHL M. ; S k'.LA to .. E _ m, a 12 I/Y' a.c i a ...� t1Y/a16'A.1Au a Z• ' E - ki L` • ��� EO. ..�- 1�e ._..._�Le.._.I Q. _.�.5._.-_.�S E0. '�` 1 � F L i+ t it tfG SCREWS .INN 2w+' WOOD, ' �, I 2'Y4" WOOD.P;,ATE 2"t4` WaQD„iftt. MIN. TNRFJ;pE17 REQUIRED a L 1+FwD PANEWAIT PLUS REQUIRED -' , . RECOIREO PENETRATION AT ALTERNATIVE 4W ! �" q ! 6 t +"'--6lar e6' \ ! t , k r M+mwM OF PLATE 9Gtl.E 6s1 • SON.£ 3j6*1 • 1 l E i t WIDTH IF FUZE SCREYP A CON" m0lammli NOTE < - miit - - JfEoc••: tlYE3UNG JOSG[E. = �-. �� AT Mif7wOFii O PLATE ' NTIF SOLE 3/8.1" DIRECT ]MOUNT IIIIISTALLATIM SGNE 3/B••1- SCALE 3/6-1- (JO. 1131 ,a1Em w-t. T.P.GAGE GALVAttlZED STEEL STORM PANEL „,FP , GLOBAL PROTECTION PRDDtJ� LLC. +yA9p fil AISi I L 6aa S.W. 61 SfFtM a aae 'qi .'Afin:::• =:'t AN. mw.6rR ma t+iw...meoaR 1m. F4Wtt4 ta6+7ss�9 FAN;t►1)OW-WW 20-176 NOTE 1. iNSTALiAT16NS FOR ALTERNATIVES OW, 9W k SOW ONLY VALID FOR AAp1YFilllj% Nt BUtU WM WITH AS.0- DEEM L:DAOS LIP TO +43.8, -48.0 p.s.t, AND `"N'�Flf : r: �a PANEd:S LENGTH UP TO 12•-4" L FOR NEW NOW FRAME CONS RUCT1ONI WOOD MEMBERS TO BE. SOUTHERN y PINE NO: 2, Wf SPECIFIC 0045 i OF 0,55 DR EQUAL >��d"'9�G£N NOTE FOR t GMBINAT1o/4 of acrtoNs: _ ; NO. 416 TOP a BOTTOM MOUNTINGS CAN BE � ^ 1E TE Of � a CO IN ANY WAY TO SUIT ANY MBINEO +'Oo •. 3EU/SONVII MTE gam flL= a 20 GAGE OALYANIZED STEEL STORM PANEL IL ECO,AIs_ CABAL PROTECTION PRODUCTS, Ll •WO SYE 3t SIRET N. Aa.. Pr �WYaN I�saI1PPa. R.ANY PNOMC (�1�'da^7943. F,Ok iW4iaMM7a7 FA. 20-176 DRw" tow DDNCREEE ANCH)" C'CWITIRDE. ANCHM FOR OQ XAM ANCHOPS lowe SpItDIAP ON SHM Lit (SEE 11MMLE ON ,\ DICE SCMUIE ON FOR MaOa 'a9R1Y: 5EE SFCTWf QN $FEET is FELT 14)� POURED wNCRE1ow E ,+)� f-�' T, eft j1s 1 6 °°`LDc' `""ATo 8 1 1 1 - 8 emu+(-,a),1 J�STALLABON DETAILS_ FOR OPTION # 1 FOR LIFE SAFETY STORM PANEL SYSTEM 9 2/�N 2A/4 /# uE 4/4 1, 2 a iw/ts ,' NA, M CIA AT END PAWL y 1, INTO EXISTING WOOD STRUCTURES - 1' ton ,-0 ,i2• -- ?fTJaS 9 (VERY t 4k. tAaE.s e r 0.a xJ OVERLAP J POURED CONCRETE \} (12 ice_ WAUNSO ... \ STUDS, R EUE4 t - R1" OVERLY* , 1 W 1y(t} REF {� /s 1 AAEgAE ' 91FE'f T4 - -^� (MEACR P (wszfllaR PAai.i� 7a kf&O PAIL I .I', tiv., IFAAI flea, i4 FDR MA. SM%Rk TON k 1ENQ PA/E,j ....-.{ ` ....... 1 1 �ti to .r "EDT i TD MAR! � 1. (� I � ! ��a II+ . 'r�ia m�r o VIM ; wNc�x1�} i OR s1w a tz 1/2 Q.c. sTGa # 12 Its 1c1 . 1 1 f 1 � I I' cn I •YY1N 6J6'-Mn. (cAse Q 14wY1' WOW ! E c I ,/+' ,� SEE BEE } WDW arAO•n ! R 1/+'- SEE SEE 1 5t:t8'D4flE SAE SUCIES E.E /t SCHEDULE /1 L -1N1ERI0R PAN0. END PANEL k i , t ` 1MEEndi PANEL ENO PANEL ( 1 // i2- t �.7 3 •^*- faR Ma71,. FOR A - SA OR 13 R61UmFQ ' ` V E'SEF OE1. Y/t 4) IQ ♦ 2 t 0.G f2 FOR -.r I rl aR DIRECT iROUN€ F Sf'ACBKi SPAG9NG i PACINGOR Mm ANCHOR > SPA�CNGT GV-3' N.. - MO 1 IQ P Aq E T D 1 DET I R MQ A 1, B E c LL s REALwittlLL ITLG CT - � � �, � � I � N 4�i11sLI."i� 10N (AEP, LIrABLE TO XHED_1 . 2� 2 (N1T9aA4TE IDGTSX4 SCALE b/16" i' SaAi�: IJ/44` +r 1 i 5Tp8 a 12 ij2- P:C. � DEMS 1')(14 f %MAXIMUM A.S.D. DESIGN P f AND ORRESPQNQING I "NATIVE i ALTERNATIVE 2 1 r I # 2/iQ MAXIMUM M A•S.D. L)ESIGN PRESSURE RATING (fLs--f.) AND L1l�F.+�, I . �AT�I t iA e Fr t4yYr YF�wE SUM WILLW ✓ ! L MAXIMUM PANEL LENGTH "L" pDLE 'n e > . W/ t as - , �1QW ONLE,_Tn SE(`ix>t1�; /A 2/4, 211/4. Z/4 OR 4/4 1N 2 aT 4W/1s 1, 1 t 1w/15 IN j ,IA710NS 1NTQ CONCRETE do CQNCRE . 9LQCi� TUNES (DIN Ft ,_=1. AL Ia��" ` " ' PA`�` cn ALTERmu LOCATION Yu PEpEplE11 4M wwua 3QFN11Oaw WILL. GRSEE MERE 1+ i - ON LIE SAFETY PANEL. i- ALE( YN WL wA+ IRfiJL(L T� # M W T i► A 13EE tEncta) ro cnL aRa1 FOR N1n 1 / 4 ! AREA WINO LIFE SAFETY PANELS fAaAIION OF TIE (sm "GTE JKLOW) . BfYAAA4MM ( "^-' }+ W TRSAFETY PANEL. *"-r __ M A.U.D. Wp 11 ff TAP-iRs' F11K-M PAIElDESIGN.W1E.'FEMN.E ql RMR,MMS PIWIS APPU(A" 1G .. +AAa. -"A r-r' x 3/4• rnis0.ti3e TO ov EO(SEE __ fa m"LlIf , mm COMArm ANOFmftS ,� f �.; .- ,,f / p,. RELaW} t - a LAST PAM0. Q} 80 aA4TN.LED AS PRkS61 RE M TO To Bpi 10 16.. - yLq R TG m MIINFa�cIgN 12NGD+ 'L (tt} ...,• - E{O 5 . i (SEE' Sa SON ;%. ,aL,Rm f %.a JI.../,/ ,+� .( tLIW�,L s5.,e STORM AL1OltiS EY PS / NEARP NMmISFEWy t IaDCK ffiDE# 9t001L 6lCRE f%%MRE7E 810CR OF Tift SEE SIM Is i* N01M TYPE k SWNQ YR INSIJU+104 WO WOOD TRIVET eUSOILG �-.` ''� �. OR i- hHH. 1R IIRLO IN4 I� FOR 70 FACtlJiA,E R,STN3A1R7N # LRENOW 8' N/A N/A N/A 8' N/A 6' NIA 6' NIA "i de 2 {10P} U. LE t sis ON SiFE01AE (FDIC£ ANCHORS MAJPLLYW OMMKI ( ) i EO = `�. Eq E.''`1 SWEICONCRETE ANLTDRS �`f•-` fTE OR ItEMOYEO FROM IN51pE 55STRUCTURE10, �-72.0 6" 7` 9` 8- S- 8- $ 9- 9" 9" 1 (BOTTOM) 5•-0' OR LESS : SHOO ON SCHED4FI 8Y THE FOLLOWING 17C:rRm. FOR THE OPFANIDN TO BE PaSUBUL CATION E N/A NIA NIA 8' NIA B' NIA 6 NjA 1 4.2 (TOP) omcRMUrw 1A DaAAWm ' FACTOR ORS HOT a trs•. TOM tAfAMI.W s1>AE2w SHEET 14 -•ES. n 11NICATEO FOR 1)ICf, ANCHOR TYPE ,0' AtAtiIDRS U7�I1O. I , ' , WOOD FNAtE +56a -72D TD r-6' it s -,�� nuwsD L WA" AND EiOOR_-_MOUNTING IN-ETAtI4TION srxE 3✓s2'-r B s D- 4 c 7 if2 B° 4' o` S t IWITOM) 4+io��t ,jr. It 14. If+'. ,i4z �} I a� w6QG P9rtE SECTION 1 3je' = I' - SECTION 2 SCALE, 3/6" _ ,. ®® 1 1 « tj•' AYt a1P GR • 1/ : +SS;a 72A NIA N/A N/A 6' NIA 6' NIA_ 6" NIA 1 t 2 (TOP) "ImN aF OU aN L�T„q ON 1rr cayTteTnnu p�L iN`(( "�TH7N ' YM4AmrA�a h�1 3 s B 2 3 d yy ^t. *aml, woolens @r). 3 3 3 3 2 th § J ) ILL_. I . 9 L . CIO F. LIFE54Ff1Y SRSRIA PANEL CAN LOCATED AS AN END PANEL (FIRST 0R LAST PAN0.} w. aNF aNBa 3 3Tn 31n ; t S aaAjLTER TIY£TRNATIYE 4U OR AS AN INTERIM PANEL (ANY PANEL LOCATION IN BETWEEN END PANELS). 1 8617+IDR PNNLS. B iDLNATE LOpMW A916a1.1L6 �atiW>O lOCAaL - �y, a;,.0 F R+T 1:DND AlFmTTOM WA E 2EO{ME0 - f4"4 tA6 scLL f r O.C. N/ 1 if2"cn LIFE SAFETY PANELS ANY OR MAY NOT BSTALtEO ADJACENT 70 REGULAR PANELS NOTE 9) AT [FA FANE,S. E�P4f E.A 2 ' -J lYI�1 Rid a,. - ,T 1 JY • t rJ3` -Ys -is - _ � r I 44 WP. T,R6AOOF PB�LWRCN OR � (w/ OR W/o REGULAR. TRACKS.) LEE Rm 1) 2 ttx' L9A19NN9N a1SD. 1 LtRa • s/IF YM. FOOW TDP OF NGL} OaF F (4NtD a a' 1As row lop OF v" APPtlGBLE 1`Q _ _�_..� - t. ,f41e-2ae2. 5S NS. e r O.C. OR co 2 LIFE SAFETY STELA PANEL CONSISTS OF MOW WLVANIZED SrM STORM PANEL AS SECTION 9-9 O ^M* T 6014 d SECTIONS If k. UWMUM PANEL y ,m ,m - � ,.m :lY 1/0-20 PlFK7lMTE MWE In OR ALTERNAME WOOD FRAME CONDITIONS A ANCHOR LOMQNS PER COMPONENT SHEEP 2 OF DRAIPNG. SCALE 3/32'-1' PRES41aE - COMLRNATa tENOTH 1" (fL) 11tAAUu111AN 3 t--.______ - _ tm - tAO 7 h PENT} tqeR 1a OOSYPt1¢ W�DaO ' +g' - ur ' to00 TFGS PANEL A1LOW5 ITSELF M 8E REMOVED OR INSTALLED FROM THE INSIDE OF - OF THEM 0, VOTE A TI,t(I - 14AtE. NOTE : IAIUIYEN ,R.N3ES Turf sl,oaw FOR taAA1Yv STRUCTURE. NAUA/1111NNNAA +492 -MIS 3• 3• 4 1/2 i 4 T 2" 2.(BOTTOM) 7*-V 08 LESS H�;. �, �� ✓,� 3. aE c�PaN... RmuIREs a RDMDPDBLENT �},4 BOTTOM iFAfRc TQ a, � `Tll,�jt +52A -e8,a. S. j s' 4- . W ' ,.' SE`'''n.. WALL MQU�lT..iNG INSTALLATION ,�c,,I"R"p',Ttt�� 4` 2 (6QTTDM) 6' OR LESS �'' �,£N COMP BE. NsruLED WALL. DR FLOOR AWUNTED FOU-MNO SECTIONS 1 & S'i'+�,. �C£NSj� °"���y +st�a -7z0 2 1f2' ; 2 ifx• a' a s a' 2 BaTTIM) 7"-r OR Liss '� � ALTERNATIVE i W �2a�' � •'�. j ( _ ND,AA167 . AS WELL A5 OETAi1:5 I A 2 6N SHEET 14, y. _ r .q, IC+6E 3/6• +� 1' �: $ +56.0 -7i.0 2 1/2' 2 1j2" N/A a N/A 2 (BOrTOA1) 7`-6" TO 8•-0' _) a _ FI OR1DA BUILDING CODE Hi h YeloaF XuFFIQane Zon6 _ FLORIDA BUILDING CODE (High Y tool HutT3Cana Zoft� T - FLORIDA BUILDING CODE Ni h Yelaait Hurrlaata Zone) 4. 16N. LENGTH FOR COMPONENT4Dis W. ? n - B No. MSCHE ANCHOR DULES i Ac SHEET SOWMN94 dD ANCHORAGE AT BOTTOM La MEN ON ��9,�, ,� 1 PLUM A_ F.P. +5BA -3Z0 NfA 1 N/A 9' I 3•. 2 (6D1TGAf) 7'-W TO r-.e ��3 FP. R,+n i..q4 " Ma)O 1ElEL9. ala - - 0202a iM13EOO. ANC. Fp Q - 20 GAGE GALVANIZED STEEL STORM PANEL Wow 9n sst"4 �LoiTl(1> ; -A�A TO Gk GALVANIZED STEEL STORY PARER OWN Of: laut z * : 20 GAGE GALVAN}ZED STEEL STORM PANEL aAwF COM WENT OMAY BE PERMANENT OR REMMIABLE_ ? a' { - 4 CJ, ,{ -� - Of Av -,— Z S � , r+/2i1%maI a 9'<+S- ••• • 1C - 1 rri� pF/�HOaO i. 11AfALLATRtNS ME QNLr YAE® FDR �tDaOGi WRN ISO. DMON L.U� SP YO ' P/29/2m S SEE DETALS MR INSTALLA7ION INTO WOOD FRAME BLRLDRMKS ON SFfEiT 15. S + - / p CIS• U.C. Opf: ry +si5. 3A.a iaf AND PAF10.S tERa1H LP m e'-6'. �'.., F� RkA. _- y BAL PROTECTION PRODUCTS, Ll�.. � j{ ■ / AL PROTECTION PROD PROTECTION PRODUCTS~ t1C. Dim.Om fOr/ •1iR •, 'MIL ECO,Nc_ •aao SW. S7 '77MEA iL�`V1 INC_ + }.-/► A 4=8 S.W. 61 S91RET 2. TOR RE.FA WOOD FRAME CONSMUCMM WOOb MENBOIS 10 K SOUIHFAN yF FJ(O •.•• ,••• a. y O INS. 4800 a1E st s1REET z 6'- SEE SHEET 4 FOR DETAIL APPLICABLE TO THE NECE66RY FOR THE INSTAELATXIN OF 4, S >` 4r A aW-? % 3sT,+ i2i`"� % e Q n. 333,4 PW Ne, 2, W/ SPECIFIC DEN5m OF oY aR mMU.- A+'i. S.Si p{,�• / 1LfOAp t QaaN+r OYvE SPACERS AT TRAEKS INSTALLED ADJACENT AND BEYOND TO STUCCO � DN At- , va",., peW av�-9Y�a.w�ow am 10, ,Mg9C tffi4wR-7I41. Fpl: (F59)eaF-R1Ii 20-176 ,."M.. , '"'FArs'P1a'Wraer aWrea n anF. waRac i�s2AIW-7Ra, FNn tas4kel-aloe 20-/75 ... - pAgAN y ,r.}N aI. p, sl.. Ya rLW,a ►Aor::A� m,.. PFuec tcs43RRa-=r3+.1 FSM: (ea4Nw-aYar 20-176 STUCCO/WOO 6NNDS. "SNIT FAiM11Y1LT G-aOas7,4 s. r r s.r PRMYgN Re: bv-.ODOs79a m•-t aN w PWo.Yr ra tPs y . Own" Na N Yf1iAt nw v tWO n9-,ae . F. a AeQ m rxu Q � ra wtr a, w. rs,m NY a9a,'er90 ft P.E. 3FAL/3mSL9TL4WnaMTE WALrFR A OF P,E ,n tr- P.E 3EALFmON011REJOttTE WA.IOA A 4Y. P:E 1.Pl, SENJs•aMTSRE/DaE yw{,7LTir�:. P.E au t9-:,a • - - J M 2s . _ _ Sow ,• Of2s y„ y R,AS13 OR L SHEET NO. SH 1.1I -- -� �,; _ _J:-Tail ,1-:dam- ..::L. tl�. I� -r ------- — F--- rr �-� _-----. _ANCHORS (SEE SE.CiiONS ON SHEETS 17. IS, iS & 20)------ MaK. 307; 44/17. SA/+6• 3B/TT {e/n' se/+a ARM SAW/19, 7AW/19 6 SAW/0 i4Nj11y 79M/14 a wo/A = O PAW i P um tlolTw i 1 ' 111 -_i. .- YRd NITAY NrA'TaH9k M/4k• �tMsX. SA%17, AA/17, � rt. ; '� 36/1zk 4e/17, 5e/ea 3` 1` MN:. aAW/10. 7Awf19 .a 9AW/m 9FYJ1A 7BW/te a 66WJ2D 7" MINT �.-, _-.,ANCHORS (SEE SECTIONS ON SHEETS 17, IS, 19 h 20)--- - OPTION #2 FOR LIFE SAFETY STORM PAN ELEVATION SCALE 3/16'-1' Ip• iAa. w SECTION A• -A SCALE 3/IC-1- MAXIMUM A.S.D. DESIGN PRESSURE M.. PANEL LENGTH L OIL) ) RATION SEPARATION SE PA PANEL RATING (p.s.f.) (SE£ SECTIONS) TO CONDITION +55,0' -72.0 g`,g" 2 3/4" UNBOLTED INSTALLATION TION DETAILS FQR QFMQN #2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES ;,� I ,•i ,` t1WD HFAQER �°'�. D F,FAOFIR "`•.. +� waan MENDER -"`a "AWADER 1/4'0 7AV+COH f Y AC, Y , t 1 4Y 7APaON 0 6" D,C. ,y,•�,Y TAPtitIF 0 6' P:D, W.M.O ',, .w"' /1 ,f2" MN. THRFJ,aFYF 1-: : , .`.'-'. /1 1/2- 1@H. TAWf !' t 'y t . ,.: J1 1fY. iBN: FHRFADEO TR1N AT WOOD f e 1+i1lETI51nbN AT ,MOOD t f ` HE-=1610N Ar wow f Ad` j r'iNNETPAA7SpN WADER f li II HEADER � f AT SOUR ( 1 f = i/2• I t f4• �' �, , t/2. � 1/4a � 1 +/2' if4° X 1/Y 1js. M4+�...--? % ;I , •1. / r 2• , / ,t iA� � # N T-- � � t ) 2• � I x-----I. j' _ / fi HEAL i , � I 1 I 0 , tt 1 ExIsn11O TIDY. 9RPN4MRaI j i EXISTING + sty+ i' 1. DOSS'" �rbn �S. ,. W IASs teF� (W NOTE I BELON) MITI, PANEL LENGTH 1 (SEE: NtRE 1 Sam) i I. Ymc I __ ._._ +.._ ,. _-_ ( NOTE AN LENCfTi - BE -Om' (il 10 OLK" —'— y - -_.-' __ (SEE MOTE , MOW! GLASS W.I - ON m,17 1Is4'-20.t'� f i 5S YS 1I%- T -sSS. MS. W i v p3/32' f,Sr 1 � y t W +_ _ '•WTIa: TR mATwIOtN+ _-�.. APuTl"mm" +� OF y � �6 1 I '# 1 j •-•� ,� i 11 Is I i f i i 1/4`A- 455. M,& Wf 1 �A� °S.1f4`h 4'S,S,. MS. W/ S WIiG. TAT ,. ..„ 1 � . 9.. /.'� :: NUM' SIJ2' YING YU!: :.I 1¢3 t h,�6.-A.. F 3,WHO { '. iASFEY # T2 1/`2" p,C, .. '7A'SYwT/.YAM9 s E I I { 1 ! W SASFTER'f 'WA9IWR (BE.TTINO) 1 4'0 TAPCON 0 6O.C.2m� t�TW/ wUO) •*. i ` t W/ SNUD7 ' EtMI . 1 AT THReAm L \i# W' / } WN. ,TYTf/M1EO I -11 PLATEOF PLATE t>F PATE TIOM AT '1 PLATE �11DOD=P1AtTE *tW �21,`IRm11G00 PLATE rr000 PATE ss,a � tUIQ]'I!!ta �+I5TAL1ATtQ�, WALL MOUNTING &VA"BON AL TAW O IiE6'ULAR PANEL. & PANEL a/r.a• SCALE :31e.%' SCALE W-1,.. SCALE 3/8'7�p 11a ! yam' i�CEN FLORIDA BUILDING CODE NT h 1Fai Nurrican* Zone 1. INSTALATID ARE ONLY VAUD FOR BUILOOM WITH AS.O. DES" WADS _ UP TO -72. PSF' P UP 1 *SS.S. O ANXI PANEL'S tNOLOIH O 6-6' - '{ rda6 tk.tE¢0, NC. � Fj0` � t : * � 20 GAGE GALVANIZED STEEL STORM PANEL P.P. 2. FOR PER WOOD FRAME CM61RLCMW WOOD MEMBERS wDRAW TO BE un,ERR PIK NO. 2. W/ SPECiIE DENSITY OF 0.55 OR EOWL C * � I ' ST IL `I;iQUwe. GAL PROTECTION PRODUCTS, I.I.C.°rI"a O ,. `© '•,,, ' ' F4C` '•, iVPAVE_ Al VNeg�4)SO •' YA K'A NW.`m, dk �M�, n 3fN,4 PHONE, W64)N,-11ft -.pVi 20-176. &. ti' 1 ALA •• Wr!ew a4.r «s Na A`ANA)d1I MN. P.E. SFAN./rrA otmi'/R,TEAMIN DA-J>Opb71Gtrip £ < _ .. NILBEt Tn y'pA INSTALLATION DETAILS FOR OPTION #2 FO8 LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ,` rAPCON ANCIpRS —44' TAPCON ANCHORS ,L4` TM'CON AM04M 1�1' TAPCON 94CHM f a' O,C, 9 9' 4,C• q£1E, fmuil , IPCAUR[DCONCRETE,,GGNEs 1 M � i t `•�I..T 4^"I .-c •\ i 1. `: `sue e\ t i i ` 1 Rs "`\+. R. i ' e � lb RfPAA,ta ID I � ' gar. EXStuyrA ? It It It GR► �I t - A ASS -i ; t y MASS r.-_ �,1}�• 4 71if I I v 1 i 1 I _ s' � tf -: ao•, >�,.�'' i Y rr ' ;' I r:->m., �' '�- Y A' WIa Tut . ` ! •+rr s :.... � j Jf/ �`.. .r r, � S* � r'7•rf fFf ,r' i'h. + ,!t` i � f 1 G6! ,•a' ? E.0 • � r � i G � E.R.. i i « , ;d � i 1 �_,.1 - .1_ ,fx• 1t`dY-20aT�[4'S�.S. MS, W/ if - T �4Y-2OsS�."5,S. 1:5. w/ 1 NUT WAS" Y- 'Yx3f32 WING NUT WASHER \,7 61 A 3/32" WING wo "" 7 • x 3/32• WIG 4 �?f 0 72 T/2' at. � tSf,Yix1D) ( f 12 t/2" O.C. , WASHER (serve 1j 1 4' TLROON INOHORS 1I4^ TAPCONN ANb10RS ;_�.... (4` TAPCYIN ANCHORS ? ! a" TAPeDN T 4 1/2, D.C. """""iLF a 1/z' 0.6 4 1/e D.C. RS (STAGGERED W/ STUD) ($fADDFREa. W/ STUD) DDNORETE £OUNED CDtrTEtE I_.._EDUR�G01i�RE7E _-.P.OLLRECCE OR XD ACRErE BNAOK OR tX NCREtE &DC DR BLOCK DR OFRREEtC BWCK WALL =TING WSTALLATION WALL SONG I(jVALLATiON x(Aj ON WALL MOUNTINGRMALLATION sTIRd. 40 AtLEL a UEE CQiAiO PAMEI� a R€GULt PANEL a LIFE SAFETY PANEL SCALE $)%,-1'" SCALE b/B`.1" ^i'ILE 3f5`�:°. SCALE 31e.1" 1/�,"A SEC MEET 12a a6 FIR ANCAKRSVA" FOR TITS A A mmim ._1I iYiM1tIMINFIM NsrA uTl c AN0 1R%ar t." ANma ov"m } �a` A uPLMIAI A1ILCWR SPKIf49 AND iwtlM6I1 "'• T. cord D 1 FDA ARE Mat TI I T+,S *i,N .eWWa " c.,.w o.) 3 R ,_i,> s< Naxcauta fVR FLU. LE5' THOU IlIHegRD a+ wgwJ a.wn. ses pJ � xa�r � FLORIDA BUILDING CODE (h VsLaGh Hu Cana Zone)[ SC1"ALE REDUCE 4XCRO T smcm RY wx,by np Fym SPA I T 00SCHM" AaL9Eta OsEampaw RIGNIN _ i9O• � i * _ -am tnrsa. rc 3D GAGE GAVAI(17fD STfEt STOIDi PA1RL rp « ar: owmTdN m eE Pam, xtuucFn � fr ��-"`� OBa1NED OSWp FMC@R a,4VL NOT a ,/a' _. _ S TEU``" �f a LfsR TRw NfNY4m SFAL,MG 9 D Ca[D GLOBAL PROTECTION PRODUCTS, LUG. am FOR fi,Cll NKSaR TYPE OIN TM SCHEDULE � ..�. � G!'' R1� "^ MW S.Yn 5, SiRR7 4xAA lrfkU.' •� S.' IA re. .N. N.A C.r!e+A4IomA .nam PNOMC a1HkRVUL fm,=31 i44%aeo-trfiT 20-176 ".JYIr IS ;E. 6r+4/'�.N4YlR&•/De1E': y,M.. Ai* � s" . '� t°'•M TMNWN3 Nc k ,ItA 4T+W 'A ... .. ,; ,. 7IRE117 Ora W" MOUNTING I-NSIA=QN LAR PANEL SCALE 3/B`-I aGiki' t. 0MA.ATONS ARE ONLY VALID FOR BUILDINGS DINGS WITH A.S.O. DES.ICN LOADS UP 70 tW S, -7zO PSF AND PANELS LENGTH UP TO W-C 2= MR NEW WOOD FRAME CONSTRUC'TIft WOOD MEMBERS TO BE SCUTHEERN RIME NO. 2, W/ SPECNRC DENSITY OF 0.55 OR EW AL - * ..pilrL a a .I i ". - i. fJ, SCALE 3'R) INEAUATION DEIAILS FOR OPTION #2 FOR UFE SAFE STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE QR CONCRETE BLOCK STRUMMS 4.'fA1N.`OH mom { oTA x+cHDRs 9' ac_., d s; _ POVREO CANNCRErE € POURED CNYNt3iEtE . ?. ORC'rREiE BLOCA': CIE 'BLDCYT++. R..ORIt RED QUfFIFA 31/4` Ile E0a \ T Jr IIIIII 1•'�>�atm. � ��ir�twm % Pa, IM LOOT ,fa 7 1 1 T • GLASS%�--� %tJ:aS �� i r S yam.-�.__� V I i ff� ".fY.G ,. i ti 14 GOY PANEUMATE PLUS W/ IPC00 PANRAAM @I.U6 wf WING NUT WASHER `Y $ IF 3f32• WING NtiR' Yam. I f 6 1f4' a.c. (ITEYOND) .._.__--J?DUKD CONCRETE ORCONCRETE MOOK REQUIRED REQUIRED WALL MOUNTING MULLATION WALL kQiiNTiNQ 1 AL1A,TiON SpcTtc�l sA 5A a�F�(I(liT�..?�.>..ANE1. � �--NCi SCALE ale-l- pNllnlli SCALE 3/8`-1" ,FIT AR4r> ;CEN{+ 3y s ;" ND.441g7 FLORIDA BUILDING CODE Nth Velaa NuFr(Nxrtle Zone, * TOTE Q , we 20 GAGE GALVANIZED STEEL STORM PANEL DRAINAl REDUCED$,,�'orE. ORi �" GLOBAL PROTECTION PRODUCTS, LLC. °' Cm 'A�a ORAL I L E C Q :N F46a Bt ITr�r nNiNNNi1M` - �.. Y, ,Ie. Wa Nn«AI YYa,.�s,"1/',.. PNaNR: tos. 7a a r x:'{tas4l�f^r<nT 20-t 76 - rwn r::fOR i,9.lYD.Ir :. (!qI aibffii tA�DO06T,a DRtlMW Wr Px SAAlvownw/wE WAMiEI A J!w.P% ' ?. k4 • SWOT 16.,AF ;� SAC rNT2t 19 a 2p FaR� 7YpC A A11pMpR TWAE 1/"—� ri if"` !% TOR M1StADA1tON4 aim WDtb INe .Yia.2N sN,aw («3 3 3 MRANE RIALDIa. MNMW- ANaHDR .sfvDnlFS AHD AMaYUM EAOE DISrAtA`N< AIW RmCA7CO ON ,1MS 'F«M,NRAWM 2 3 SpIFiXAE faR E.6. tU3S TIAN 3iaO:iTEO LYI sCMEaAE RenuCE ANCd1aI ±a'Ar�a 8r IRA3WLiMiO 9PAceNc g1OMh1 aM 9OWaAE lfnAW ADAaL lA dINAE 0lFt6997 RRD10ft Rt' T» FOLlarel5 fAC4dlS. FOR TIaS ,1waD1oNI xi IOW P,>�eLE. SPAEAa OBUINCD tNSNO FACTOR SONATA NOT 9E LESS TRW A/MMIIlM SPACING RIIIaT® id+ E4'II ANCDgR lYl'F 04144 SCHEDUIY 31 - GO AAI. TIDIES: VALID E-Z HANG cftM PANEL SYST61 1. E-Z HANG STORM -PANEL SHOWN ON THIS PRODUCT EVALUATION OOCLIYETNf (P.E.D.) HAS BEEN VERIFIED TOR COMPLIANCE IN ELI) MINIMUM EMBEDMIE)T OF TAPCON ANCHORS AND PANELMATE fEMAL.E N & PANaMATE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (7M COTTON) OF TIE F1L9RI.' BUILOING COOS BLOCK SHALL BE 1 1/4". DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE'. MENTIONED CODE. 0.2) MINIMUM EMBEDMENT OF 114-0 K Ve CA-,N ANCHORS SHALL BE IS I/9' INTO CONCRETE. FOR A WIND SPEED AS REQUIRED Rl THE dt1RIBDICTION. WHERE THESE SIRITTERS WIi 1NSTALLEO AI&t NO EMBEDMENT INTO AIRY MIS. MATERIAL SIWL BE PERMITTED. FOR A OIRECTP3NAi.,1S1' FACTOR Kd-O.BS. MIS1tLG ASS'iE 7-10 AND SHALL NWT EXCEED THE MAXIMUM ffnS.D:) 1/4' 0-20 SS SIDEWALK BOLTS USED SFV+LL RE LONG LNO(!GH(SHOULD No FINISH MATERIAL EMT) TO DESIGN RATNDS tNDKALTETD' ON SHEETS 25 # 29.. ENGAGE 3/4` INTO ANCHORS. IN ORDER TO VERIFY 714E ABOVE CONDITION. ULTIMATE DESIGN WIND LOAD^a DETERMINED PER ASCE 7-i6 SHALL BE FIRST REDUCED TO A.SD. DES" VAND, LOADS BY MULTIPLYING THETA BY 0.5 IN ORDER TO 8.3) N CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOWiO ON THE OWING WALL. TO COMPARE THESE W/ VAX. GM.SD) DESIGN PRESSURE RATINGS MC WED QN SHEETS 25 A 26. ANCHORS SHALL BE LONG ENOUGH TQ REACH 114E WAN STRUCTURE ■WIND SSUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN B.I) AND IN B.2), IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON INS P.E.O. AS TESTED WERE NOT OVER STRESSED. A 33K INCRF7LSE IN ALLOWABLE STRESS MR WIND LOADS WAS DDT- USED IN THEIR ANALYSE. FASTVMRS SPACING TO WOOD HAS B@1 DETERMINED N ACCORDANCE WITH NA.S- 2015, (C) ANCHORS DOLL BE INSTALLED FOLLOWING ALL OF TIE RECOMMENDATIONS AND SPECiFlpN10NS OiF THE ANCHOR'S MANUFACTURER, STORM PAN€L'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED N ACCORDAN E WITff SECTION 4628 OF' THE ADM MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. REPORT 12032. AS PROTOOOLS TAS-201, It_ If SHALL BE THE RESPONSIBI ITY OF THE CONTRACTOR TO VERIFY THE SDM14MS OF 714E STRUCTURE WIRE SHUTTER TAS-202 AN0 YAS-203, IS TO BE ATTAt11I€D TO INSIdt� PROPER ANCHORAGE. 7yiS MUTTER StiIALL ONLY i# ATTACNE`%7 TD GONCT�iE, BkC.,GIS 2. T IS SYSTEM HAS BEEN DESIGNED TO B£ ENSTALLEG ON THE OUTSIDE OF THE OPE'F ACCESSING THE OPENING FROM THE � W"� FRAME BSDNL�,NCS, INSIDE' Wf0 314E USE OF A LADDER OR LIFT. THIS APPLICATION IS VALID WHEN NSSALLAVON IS INTENDED TO BE PERFORMED 12, THE INSTALLATION % TO SEAi,/CAULK ALL. SHURER COMPONENT "DOES WHICH REMAIN N CONTINUOUS. FROM TFW NSLOE OF STRUCTURE. CO TTACT WITH THE BUILONG 40 PREVENT WNO/RMN INTNUS", CAULK AND SEAL SHUTTER T%WKS'ALL AROUND FULL LENCTHI 3. S17t1ES 1000 NS1`AGL.RTKDN B APPLICABLE TD BINDING: AND DOUBLE HUNG STYLE YIHIBDY+S WHEN M15fALLATiN4 •E IEDURFD YO � PERFORMED. FROM THE INSIDE OF SYRUCTNE. 13, 'STORM PANEL NSTALLATIOD SHALL COMPLY WITH SPECS INDICATED N THIS DRAWING PLUS ANY 13UILMNQ AND ZONING AEGUtATIONS PROVIDED BY THE JURISDICTION WHEN PERMIT IS APPLIED TO. 4. SERIFS 2{0O 9+ESTAWTCN 5 APpI.iCAB1.E TD SNGUE ANp ODti&.E TILING A'ID HORROFTA4 SLLERS STYLE 111NfDOWS WHEN INSTALLATION IS REQUIRED TO BE PU FMAMD FROM THE .INSIDE OF SIA ChREE. 14. ATRIUM WINDOWS AND DOORS, TIC. E - 2 HANG STORM PANEL SYSTEM- IS FWrW FGCM. 5. ALL ALUMINUM WIRLSiONS TO BE 6Q63-T6 ALLOY AID TEMPER. (OWSS OTHERWISE NOTED) 1S. (a) THIS PRODUCT EVALiAM" DOCUMETT (PLED.) PREPARED BY THINS ENGINEER IS GENERIC AID DOES NOT P 1DE INFORMATION FOR A SINE SPECIFIC CT; Lt. WHERE THE SITE CONDITIONS DEVIATE FROM THE PX-D. 8. ALL ALUMINUM 511EBT METAL USED A$ EYOSUI SHA41 'HAVE S, DS-t{%{ ALLOY. (y) CONTRACTOR TO BE HESPONSW FOR THE SELECTION, PURCHASE. AND IMSTkJ.A00N INCLUDING LIFE SAFETY OF 7. ALL SIM SHEET METAL PANELS SHALL HAVE STRUCTURAL DUALI Y SIM. AS* A-M GRADE 50 Min., GAL.VANTIED STEEL THIS PRODUCT ROM ON THIS P.E.D. PROVIDED HElS#M DOES Nor MIATE FROM THE CON TTIONS OE XtW ON DmGbKmw W/Fy- SOS MA: (AFTER RD=), THIS DOCUMENT. GXSM_CTRUC710N SAFETY AT .SiCE IS THE.` CONTRACTOR'S RF.S 0, 014muft 6, ALL SCKWS TO BE STAINLESS STEEL 304 OR 'MS AS1 SERIES OR CORROSION RESISTANT CORIT O CAttWN STEEL AS PER -DIN (a) THIS PRODUCT EVALLA70N DOCUMENT WILL OF CONSIDENEO IWAUD IF MOOIFMDa 5WIS W/ Sp M; YIELD STRENGTH AND 90 kM TENSILE STRENGTH A S44LI. COMPLY W/ F'LORIDA BUI.DHG CODE SECTION 2411.3.14. (p) SITE SPECIFIC PROJfCiS SPILL BE PREPARED 6Y A FLOW72A RIb1STERED ENGI/E9R Ct A9CHRT'.CT WHICH 1VI1 S. BOLTS TO BE ASIM A-W GALVANIZED STEEL, OR AISI 304 SERIES STAINLESS STEEL, WTni 36 W MINIMUM YtELD STRENGTH. BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL 8E-RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. EWMER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE 'P.E.O. ENGINEER. $HALL 10. ANCHORS TO WALL SHALL BE AAS FOULOWSi SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWL GS FOR REVIEW. (A) TD 1]DSTNG POLNNFD C^RCREf�• («J THIS P.E.D. SPAU; BEAR THE DATE AND ORIGINAL SEAL ANp SM,NMtUi?F pF THE PIROFESSIONAL ENGINEER tQF RECORD MA7 PREP rT - Y/4Y TAPCO2N ANCHORS A5 MANUFACTURED BY I.T.1M„ BUTLDEDT, TIC, (HIM. 'c•3992 pwL) AFED - !f," e X 7f8' fY+d 1, ANCHOR AS MANUNACTURE'D BY DM&r AC, (MIN, fow3000 P..I.) 10. STORM PANEL MANOFACTUIMN � SHALL -BE LOCATED. ON A READILY VISIBLE LOCATON AT STORM PANEL W - 014-10 PAROWE FEMALE ID A: PANIDAKIE PLUS ANCHORS, AS MANUFACTURCT1'BY` ELOO CONSTRUCT" PRODUCTS. WITH -SECTION 9,8.3 OF FLORNOA BUILDING CODE: OME LABEL SHALL BE:PLACED FOR EVERY OPENING. (Fc-3= p'%Iw) LABELING TO COMPLY WON SECTION i 709.%2 OF TRUE FLORIDA BUILDING CODE. At) ARNIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4' AND 2" FO PANELMATE FEMALE 10 A PAVELMATE PLUS. A2) MINIMUM EMBEDMENT OF T/4`0 X 718' C^X-IN ANCHORS SHALL BE IS 7/8' INTO CONCRETE. NO EMBEDMENT INTO ANY FINISH MATE'RAL SKRU BE PERM ITTED- 1/4- 0+20 SS SIDEWALK BOLTS t�D SHALL BE LONG FJ,OL6H(SHOt1iD ANT' FINISH MATEfML EXIST) TO ENGAGE 3/4' NnNNI 401, IY1O ANCHORS. A .I M A3j NN CU3E THMt PRECAST STON€ PRECAST CONCRETE PANELS. OR PAYERS BE FOUND DN rHE E1U813NG WALL t� •�CEflf.tl.; FLOORS. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHAH "�' = BE AS MENTNED IN AI) AND IN A2), @ ' ND, 44167 Z FLORIDA BUILDING CODE Ni h VeLoal flurr(cam lone - 1/4' I Tln€C0N ANCNOR5 AS MANUFACTURED BY I:T-W: BUILDER INC ' - if4` 0 A 7fB" TaM1C-IN ANCHOR$ AS MANUFACTURED BY DEWA.T NC. (ff"ISOO P•Y.1,) �. 4aaxo 11L1Eap, He - p4-,D Pmwm-TE FEMALE N AND. PANELMATE PLUG ANCHORS, AS WNUFACTURED EUCO CONSTRUCTIN yoc'•'Fi 20 GAGE GALVANQED STEEL STORM PANEL BY _��'Atyk, NN, - - FROOUC%5 (#'m-207f L;ct) M, nn6/2a+a I ... GLOBAL PROTECTION DUCTS, LLC. xx ar. >k xa 4Wwa.xiaA . 41HM 74p1E. DM4 a6 s. NW,i fu+Ira0-sn7 20-176 aH..,W , h. k ICO,D th-,eR Y �«k'OK st:wk. N« rA-eMM71P `� P,L 11EN�/,IILIILATIAW,4MTE MOLTER A IT. P:E, 1 ra , 91Kt EI OF 2a Cll CU C6 U � Q- O O C .� CU U -0 0— N tf � O C6 e� O 0 I: O O LL .� Q�s•�) `V O "•• � ^� -0 • — w / 7►..i. AR Cm W o s o O CV C c c- Ho CVIA C.? Oy m }C Cn C D fA cc p N C N O !C LU 3 °= w to �•+ U_ C C CZ)tl) O .0 3 L fU l27 � m •� T N C, Q C E O O d t, >r QOMPONENTS FOR SERIES 2000 4 1�000 E—Z �,Q STORM PANELS (SCALE 1/2-1) 3•/24 taEE Nme z IIElOYO PET 2M AND E—Z HANG STORM 4'/ 4 Wf aR W/o (D•0 0 (SEE mm 2 RDA*) - 2'/24 _ T'/24 AT N: MNE 9 Q�gETf QR CONCRETE BLOCK t,{EACH � COACT c r M.� pERnyp a NORL 3 �Lw7 INTO PE3URE C • Fof . .SCHEDULE ON S4W 3 FOR WW SCAfw. T t� �- EANdiai9 DYRI !' Fb.t, --15.196° (TOTAL YMfOTHJ ----_. ®Z Q}- Y'-"-�2.991 "----r ,Q,. -L�`` IRE sEFnri+4 aN s!&£Y 20 :> A S (sue SY#ImULE eft sHOL, Za) 1° o i �i. ONrC1ifE wKiia4 " Ara+ma 6 w. __ .._.._.-.._ • Cps (EFFELGTRAE w10TN) { ___ 2.25D" t2C O'- m 4 4NA aTrR,rQE+.kw� AK„OA 4 `a,I'-1-.-E;D .. [sE Wa.�WIE , A^�.,= ,ts: �y LWc i / wT 1r ac -..--a 1/,^---- '�a.�. ; (..,.._ y 4" Gam' ,.,?'.. t/2 z• oNa,�rz;.i ^--�y `i.. s,., xN,x Atl ar,awE*.mt Ixm� "--1.sSM - i •. M U-. r ,. ..: " '"`".'.(. « .: iL.._ .-1 i TA oa aF K ,FLOE. VV. I ;--� "'� ,A.,• s,.:s S.� 11 11 � rf , t t p-�i.330 I " t 9 o7s° t "I"°n's fr' ; ''Sy ( .✓ I _�' 2244' Tpp. 5 ` _ jj Iay¢�� yaLa. tams , 2.540• - I ' amE iaa"YIA ' � 4 , b-,n2H• ' �i Da !+ on m1,). D.D16' MIT. 1HXSG ITEM ! t� 3.SW° I ' . , / . I 2.657 muvANltEO slm mDE / ' ,�" -, -,-,- - 6.0 1; '6" - 44 73 'L• - - - 1i"Iae NEw Ina. i 2.000' ' ' , TYP. ASIM A_g$3 • �^ • rR;l2 ; 2. v4^ i WM RYa.I '(eFrt,«OR PANEu aR+rL7+i qR ¢AH (I ITAW w,l� . (BIND a CEI� IHVdU. ( PANEIi +ANE1J tENO:PAIR L) - � , - �' ` iR - OWE 50 YNRTW WAR. �J < ♦ Nall z A 4 IMILI j � � > SEE NOTE . �O« ? z 3. < 4 f ! #E NmE a { �LPy :,;t. N RR �.;� '� ^� I o, H - \, �TAL A� ; 46s D-6o aALv. � „�� F � . + � I � � s� � �=�� `<=ti\5"�� i 5 - - - - - - - - . - - - --- +'S ^ +2 .I_._.L_.,.. 1 - t i 1 t x ! { _2 f I I • I f I ! i J/rr .Aw. Fry 1 _ I w ( Tor a I Ya Y/'J i 1 =•-1.350'� .6;260' _�.._........> �p ,h`3 �---2470`� ,�Ad? ICU W. i N f ({ ;STORM PANEL � 2.a70 . _. � t �• y T/ r t NwNL [S a0 > °L' 4o REVERSED "h" 'TiRACK 3 REVERSED "U" TttACi( � � � PANEL'S END I1P s'--? • -• , W • • + - • - ANEUMIE ) ; « T{OR Stan - M�, } yY-I i tH•e- r w. A ;Qm L.. I NQ1E 4 BELOW—.1.. ! S&'E NOYE a • } 9FPMA,fONfr 1 $pAW1fiON T K 1 9, �,_- SEE EaIDMAE ! Tfp�� `• r ' _ - - `�� - � t,DOA fig- !. eat 1 .�•� iir W/ HEMMED fMd.-•.,..` itX�ta.0 4N SHEET �; TOR tYODa ...' i 1/9' , Y f T ETa PAr�.4) N M." �' I y ANKi 1 TO aASS. 7 ! , fi I 780 1 � FON ENICIN,IE XII- : #E 1 1 M&` .AYTAY BE NDC1TEhr� iP'—!---r .- (T}R i0R YH. i 3 4^A-2SWSf4^ MM::hh ON BWZT ¢9 N' � `, • A .,.4 A TFRN47E TIN 1 ,o aA'6 7 e ,a GutSe I 1 ad 1 in aCTOr�'M Ta aA55, i p'�.« app�A« ( 7 OR W/ 7 SEE sECTpNS 9r 5Hff1' M - ---n6• ; _ _ f T VIM OVBaM 1 Wa1tM T ,,/� °�-AtaDsl T� �( zz •^- A,A,t 'WJ• 4 {}� iASt PAA1,4OWMS PR b W j T Z,. a3 1 1 paw OrONAv ; "' 1 �1 *b' j ORE�TN FWl A�M'M7SS Ar wFA6N' DPEtAN6 / • '• L--' REW rD FACPU,ATG NSTALIATNON TEAR 61aE.b REE{AAAliEJ1 TROT ..- sOAtE 1' +INSIQ' E�STIR DTTURREMT'ANEO rRbl - spa wwr to :Lt i� • 123` INSfOE OF STRUCTURE - 1 I q V I ' 4 u,• Nla,c GAP His- I } �,, ;, ` !yN�n , ae. ; .1 ,,,r'S LOOP Nos, aM 1/4• Yml. CAP t(,` Lb. GAP ._I I IOU T r«2 ( « .3 tt l I Di r ISOMETRIC VIIEW MC' zODO° _ _, .. I tl Je• 1 1 .iF• ROUNDED CORNER O £NDSDOF PAANEL'S z : t _ ".s:,! f '( K Ar iA Ir . r N-J ! i `;%i1, fiit ' -y Tt I 1� --� -T 6RQ.wf aT ,rfa @. 0 t ,-� AaAea � END UP W( L19AMED EDGE ,125' 75Q" { cc oaf SECTION .BIB ` Ai CONCROMmMaFiE .. ''s awdW,E FI U T .- ° I L•T O (N.T.sy # an ac�.CTiML�`•+� rap i � aRaa,c I {f I HIRE s/32' - 1` D'2T€ 3/3a• ` 1• AOKMRa. i �.L .�.� leoa �.3. m"'' OrlamA ''•--2.Y#1D`~ (FI+p,) _ (1).. E �. Z. PtAIiO SrCRM PANELMATE WGO � 75 :LONG OF PANEL * �(.:'! x r. .. uatlsYn ( .r'I ��Ylea _. _..._ _-_-_ ya,L,.__._,�...____.. iL�ES... (, TRICKS AT TOP A ( 14. S 1e I), rusl.ul,e,r,,,�,y ,oe 2ma,"E - Z HANG STORM PAwEL SYSTEM CON5fStIA G4' PANEL » lJ"7 BOTTOM W/ PANEY3AiE5,- c..:. +* pj > .GIN r •. xaa/.+ OWNWa ;T • IA;rr' 4.s. r/UN'/6wstat' III ( I..° "Wf 7/&Y,°3AIRE'WMa caAaMeiE d s TIAw MIN mR $ 1/4 V11DE Iw r. Cone. TFHOLSS TOP A EDITOR. (2). END PANED$ SPILL ALWAYS. BE CONNECTFA'6 TD NG SILL WALL BY MEANS OF MR�w !v Eo M. .I- -... „�.. ._ ¢ fam I Fad6 ,J"..TRACK QB 2 xS (B(,IS�,}, ANGLE, PANELMATES OR. V' USED N'I1,Y W/ T5 ID1K.TRA;K AT NSOTTOM ENO PANELS (2). PATiAS ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR Nae+ms y�' + 4prtt •1a,) - ! IY aOL aLt,DAaE-✓ s, «W' MNrc t RRaW �gypSHAJ. BE DED AT TOP OF S11EI1 FYINNEN-*., / /y L a«aKIT MU, a' aAs a" Y F i $ ♦ ,Y as 1-- BOS1 �T6 ?Aunt. ALLOY W nVY BAOO tE4'� e.S�Tn. 1/4"+A w MAID'.%'D EXncm AS a+ I ^ 1-�„ p¢or.+lmet ✓•--aa - O + acl0 wY 1 . %23' i 0,5,fi (S3, IF ENO PANELS ARE CONNECTED 70 B07TOA TRACK. CONNECT ON S#ALLL CONSIST OF DiSCPoB® QN (3) aN max aB a.n ■ 1//{`0-2a,3/4' MIS. WJ 7 8'la3/32' WINO NUT OR 1 4.OK3/a^ MI, THUMBSCREW INTO TAPPED SOSrOM T LOCATION OF FASTENERS BE Ar EITHER OF TWO (3). FOR CASES WHEN END PANELS ATE USE JOINTLY w/ 1s' LOF/O TNt.AS .(j AT JI" MOUNTING Ni$i, /•� DMI DR FIAT FIANOES OF END PANEL a¢TiOM BUr END PANELS AEE NOT CO N ECTED TO .15T . TFACN (J 7[ STOP BMF SECTION 1 OFLOOR `v (4). N CASE THAT ENO PANELS AIE NOTCONNECTED TO BOTTOM TRAr.K u.d A STOP 8AR V ' PRONDF9 AT TOP CNP SUCH PA1EL5, SGL£ 3/8-,' B SECiF NI (a). FOR N5 VTK%S *0 END PANELS AND SOME INTERIOR PANELS ARE OWETLY C(42y}/9,,a,l rt - .e,r ,. SCALE 3fe-s' 9L•aLE s/6-e• F.-. IS ONLY IECS AT SOP) A3 LEAST TYPO PANPJ,S SHAD. CONNECTER TO ROTTOM TRACK NOUNtEO 70 EXISTING SILL WALL MFJNS OF PAIEOAATES. ONE INTDWR PANEL SM(.0. 1�((D RFI ,IEaANa9tNT Im USING SPECS fNOLCATFb ON NOTE (3) ABOVE. N SUCH CAGE. CCM6iECpION O PAP3S5 pYNA/Y BE USED JIDINTLY��WJ TRACN B{��,J AT BDi'(OM A7TPLTBNC BtDTT13M CRACK TO WALL H ImT of¢ar IAA A3 TIP AS M 4lµaatlNNl ru�r 1O UOTjOM TRACK AAY OGGUR AT ANY PANEL IACAtIDH, MI,I TWO PNIELMATE6.F9LLX1W1RMi SPACING MOWN ON ELEIMATON AND W 3 Tj2` z (. W FAa.�gaf(p [S7 Mr+i4 TrICM Cal ae 4* R a T/ 4SEE SECTION 1', V & 4. ON SHEET 24, SEE ANCHOR SCHEDULE 00 SHHEET 25. MIn FDOE. OS(ANGE. F°OR THIS INTERIOR PANEL OSEO " Y ODES Mj.. 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PAN�iL, PANEL LENGTH ", (SEE SCNEDLAE 1 SEE 9C11EDULC CONCRETE ANCHORS E,— : --.__-- (SEE SCHEDINLE ON -4 _�._�� _�._ i B'_' __.�_-. I (SEE SO}IEDULE , CWa 3) ! (ON SHEET 3) SHEETS 8 THROIFGH ,t)}T. � 1 - I I �.� ' 1 I. sox I to 1' i:X1SQE,�jN 1 -T T y I CLASS R , tiJ 1 ( _ E70SiTlXi,� F � SASS v' �' , MNT, I 47.-3a,• I sox t of «L' i i i 4 F 1. ,-, i16NA stars - �^'�' w e e tM• n:c s` I MAx. F s E.P. �_ � � E0. � p✓�. b= 4' , 1/r Q.0 � ESL � t..._ _�._�'.._ I L_ � 1 Pyt' SRY YMSIaA pFAO - `-`j aiaaCt ,Lx , itt , r• 1 � �QCK � I RErowRAO )'- t APPLLCABLE)I QONORETE ANCHORS I SEE sCMFDIxE aN"`"�.-'_.% j �-EC''-° � � s iz t� aG � wJ. � L�_1 � OM-Y WI#N %FIJO l uTEReurE LEG LOCA7FOi f� =' _{ � } 's:..` SE/1 ARE 45fP & iNVj WHEN �..-� CONCRETE N.00K E Ai1ER11AlE CONCREi9 ) C POURETt dXiNOFRTE " COt�FTE2E AASOHOR�S�,_.rf ARE U5ED� REOUOLEO.. ANCHORS ONLTrETE Bt,.00K (SEE SCtKCUt[ ON REOUNEO. sTAGDERED Wf BiUP (S1� SCHEO'ULE ON SHEETS^ 4 rtRKwGH 1U) SNEETS.B THROUGH !0) SGAIF 3/B-1' SCALE 3jL1Di" 5CNE 3J8+,f' A111Wi01TMirbAL ;caa�y�a A..P�t11,r : � 1'A: 1 FLORIOA BUILDING CoOf Nan. Nt h Yaioci Hu aria Zone). E.D. � F'DR COMBINaTiON � SECTIONS: $ s .4 41ST � * *' � * c - �aa,ETEDo.,rs. 24 GAGE GALVANIZED STEEL STORY PANEL rs. » lar atr+7f� INSTALLATiQ,�, Q�%(L5 FOR REi�ULAR PANEL NTO WOOD �T� r p A'KB` (11in.) EiCiSTLNO,. l f : f � '4 .'-� tE31 BEAM REWIRED. a ;/' } i { � ` Y r t, ,r PADDUAGY OF EXT$T1N6 W40Q ! '�. .�'"' ) BFJl1A TD BE CERi,FYED BY � FdECFSTERED ENGINEER OR ; ,J ��.,...F r• : - (ff `E..7P P�R10R TO sNiJTfER x' �:. INSI'A1 Lg . `'` � END C1,9SURES DETAILS ME INSTALLATION IN POURED CONCHETE. $LOCK WOOD URES:, ID FOR LIFE CONCRETE OR SIBUC XA REGULAR. SAFETY & E—Z HANG STORM PANEL Cif SYSTEMS 1 J{� 00 $ F2' x ]' x .013' 340a 1N-14 VANE.s t 25t4":COOO FPIME a a i kE04AiaD' abet -T Altar GawE ALU14 I a/4' SAMNAP�CpN�• tY{ �A --! v^ FW=m BIaGK OR r n4• REOUNEa0011 rraD rr ANOiOR r 3/E 124` TFPCW AE 5LD ^, 214' WWO IRAME - alll- wr /aNa 6nualtD r w- L IleWP `, cvy � WETS, 1 �% TFda{1LTE'- PPtOW ua Y:OOA710N ` 4dti ) r 12 D.G "1 4 VMBES 1 2. x r s. DBS' 10 2L ' 2 x a` TAfM', S At. 9O[ 4.. 4TJ5 Mbx. Anal. AMIXE OR N E OR P _ r .�C' 3, U8-N18R BH%il' 1. _._ ...rr POURED 'OONLOE7E; OUNOAiE.,_;.I - - ._.:i aFNr �. 2` % 4` % � I as � � s �1PAC1. TESTAE AUNT. PLATE ,F, BLOClI !%F 2'N4' VA1g0 rRAAA! .424' -' ram} IMOUAW Jibs-Hia 0w "" le 2 1� i 1 'I. 2' 1 CONS-t6 At[OY ,«.-.. .-. - r CaNf, AllA1. ANCE - Lw%. 1 f4 CA a...:. ->. M >Q� � a..J ae A P ve • 12' aQ 31W-N,4 aR WO346 Rttr, w/31CKIM' C.* Akft ANME LAN? ASE PLANT} PLAN) CASE D (PL4N GASE A G 11 GA�.E � ..� SCALE 14"_T' SCAB ,"HL7' SCALE 1 44=T" SCALE 1/#"c1' 1 f / SbUD-W OR CALK-0 OR EM PANELMAIE —{�,.�y) rn (� NNAIEO lam- t705HpiG i(RN AT j7FM54IE O AND ti/ 'L�, ti`l '�7OR CONCf1EfE 6L.00K ,'i3P, BOTFO4 OR .� PAIB.lMA1E FiS15 (�E I.5% POURED f r OR 2N4• WOOD I 83fES # OPEtaPD 5€3ffAlAE OH SNFEii 9, (MIN. PALL rwe fRAiR '� !� (� FPAIE REOUfaE6 i AS ApRXABIE ! la A ti} '•✓ �a WIO'TH(i OONCRf1E. CONCRETE R.aLMED 4 _aOR SEAL WORD FRAME REQU INNI I •., e• �.w. t VANNEs 8 ` � "LJ " ' "TAN .!JREAR fWl/iO sP xRws�i m 5' a. { WALL ("Do off ve PLAN .) . B.O.DISTANCE � : •• G (ELAN) 4 wor '' ER "'•'/YP SCALE 1f4'.l:* • VALID FOR DIRECT MOUNT INSTALLATION ONLY AN �+,fiEMf 2 F CERTIFIED PANEL INSTALLATION AT WALLS w/ s NO, 441$7 StWXE' LEVEL VARIATIONS N}THW 3/4" * E FLORIDA BUILDING CODE Non N) h Voloolly ihuricanb 2oae SASE E (PLANJ CASE F (PLAN) rGt''rza SAGE GALVANIZED STEEL sTOR1PAEv aT W.SCALE 1/4"-T' SAE /4_" lot, .... h�'Fsr� 11L %O LNe. GLOBAL FRQTECTIONPRQDi1CTS. LLC. ME, y'Ylrllll,. In iNin A 46CO S.W. at STREET i "t..P'Xi+ N.11.31w 4a.>v aas WIWW a4wLs R aw nat'. rL =14 20-175 I. FHA: 046piO4r1-ue! PIiNHG 04X+CN-7C44 rRtt {%4iNW-C7Cf NW: IY,['1F 44F mill, CIE Ea4/�1dM)11!&(LAtE fk-SR%i6>Ia. i MLT4t.A 7TUY1 T ».P.E. LW£1' a a iA t (VALID ONLY FOR PANELQNSTAL(ATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7) MAX; AS,O. DESIGN PRESSURE (P.E.1.) MAXIMUM ANCHORS SPACING FOR ER - AS SHOWN ON SHEETS 6 k 7 APPLICABLE TQ f[ plc ANY s eOF w WGNUM PANEL LENGTH (n,) TAPCON LAO St'XTEW PANELAATE FEMALE 0 PANID-WE PLUS NOW BHT 13` 13, Is' 1r t3' W (IDFa 11. is' 13' 13" 13, - 1w iBlniaM)' 6 11r 6 Ile 5 Ile _ a l/r 6 1/8` (TOP) -- - 6 Ile 12 1/2" 6 £/4" (BOrL") w-r a' a"' 8' B' - GDP) OR I B' B^ Ir B^ 3w mcdom A). 73" 1r Ir is' 1r {lop) +45. -45 OR LOR 13" 13` I3" 13' 13' mmou) 13' 1x 13' ,3' 8 It2` W is, 13' lr ,J' 6' 1 (BOrTOM) 6 1/2• a ife b 1/2• 6 I/2` 6 I/2" (FOP) - 6 Ile 1 12 1/2' 61/4' mm.) >31'OO° 4 1/2` e a tif2" 8 r/2" ) 11 4 If2' 4 1/2" 7" 7" - 3w (BOTTOM) 10 1,/'2' 9 1/2` f2' 12` 4" W (YQP) ,r - Ir Ir 13" 6 Ile 410 {)1 RCM) 4 SEE TABLE /1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN -SPACER @ IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 1/4`0 TAPE ANCHOR O I" W. t/e# PANELMATE ANCHOR 0 12 1, 4 n MAX. ".D. DESIGN- PRESSURE MAXIMUM ANCHORS SPACING FOR V.D. # AS SHOWN ON SHEETS 8 A, 7 APPLICABLE To ALTERMAITYM at A}I}' OF It" �. PANEL LENGTH L TAPWN LAG SCREW PAMELMATE FEMALE 10 PARE— PLUS wm DUNG Tr 13' it 13` 13, 1W (EDP) Is" it is, 13, 8' IN (aconl. 6 I/2• a if2" 6 I/Z' 6 1/2" Ow) Y21/r 61/4" (Barr,.) 5'-W r 71/2` a" a` (TOP) OR LESS 7 t1r b" er B' 3W (BOTIDIO 13" 13• 13' 13` fi3' rup) +45. -45 +75. 73 Ir 1r Ir 13, 13" 4W (BOTTOM) Ir ,r 13• is, or 1w07) 13` 13' Ir ix 6 I/V TW (BOTTOM) 8 Ile 6 1/2" a Tf2"... a I/r s t/2 2W IMP) 8 T/4' 112 I/V 6 1/4 2w (ROTE:") O- TO 4 T/2' 5' 7 11r 7 1/2' CLOP) 7'-S" 64 a.. ^^ 3w ON) I3' it Ir 113' 5 I W ITOP) Ir 13"1 Ir 7J° in, _. 4w CM).. • SEE TABLE f 1 FOR MAX. A.S.O. DESIGN LOADS & MAX PANEL LENGTH'$ WHIN SPACER 0 i5 USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 �e A.S.O. OESNRH LOAD MAXIMILMPANE 40 PSF OR LESS 8•-S" > 40 PSF TO 50 PSF W-2- > 50 PSF TO 60 PSF W-10' A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE ID OR PANEL MATE PLUS ANCHORS & W/ SP HYffrQ� 1/2' OX. d4Y-2HN7' E a.NgitS.W ME M rOA9 Sj t. (SK ELEVATION ON SHEET f2) •� L/2 SSE SHEETS HI AN tH FOR ANCINDn WK 6 SFACwG FOR R6mgL TIm KM WWD FRV E 6VLDIM➢6. MOW" ANCHOR PAC*" /NC ON" OW DMIANX ARE NOWE0 ON THIS SCHRIUM FOR B.D. L655 THAN INDICATEO ON SCHUR LE AMICE ANCHOR SPX*g BY MLAIIN.YN0 SPACIiO SUBTEEN ON SOWWLE BY THE FOUNIFING 0001ta FOR THIN DMIZAT%%N TO BE POSS" R7EMM SPACING 0110041E UNINe WW SHALL NOT BE I NOML = MR EACH F/IC W 1UEW ANONAI TOE wmN WWAAA MOM BIM NMI 0.3 3 3 "4RIrinRly VQ J 3 ;annN leWY LTPJ 3 3 1/2 WI+ANOIW IaaOF. HIRt {�IarL ¢A) RalOR1 - $ CAD 1.90 3t WAU MOUNTINGS SCALE 3/6.I' *0 ww PANEL_ LENGTH (SEE ELEVATION ON SHEET 12) MAXIMLIWA.S.O. OESIGN PRESSURE RATING (paf.) AND CORREWMQING MAXIMUM ANOOR WAMNO SCHEDULE FQR REGULAR SJORM PANIEL 4j tNn9AMQNS INTO CQNCRM & CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANELQ INSTALLATIONS AS PER SONS 1 THRU 6. ON SHEETS 4 & 5) MAX, AS,D, DESIGN PR E5SWRE Rt-ATING yy,RF�IN .. LU%811IM Nk.I47RS SFVA:R4D FOR MIN ED. PER St7lEClt(F BELOW APPUCASE TO MA10MiJM PANES LENGTH 1' LPL) MAX AS.O:: DESIGN PRESSURE RATING (P.4s) 4AVINAtBA ANCFWRB SPALTND FOR �MM EA. PER SCHEDULE BELLOW AFPiKl9lE A HLAIbMUM PAID tETNatH "L"- (W') TAPCON SOUDLLSEt P TE :aT P PLUa 7NAAC -NNUN G1k.K--01 h � TAPCON SOLID -SET PLC$ 8NAAC-NNLRN CNX-91 }0wkvmm N M ib N TO ffi CCNOEIE OF 1lHEM +45. -45 L� f3` 1r 7rF13* I,r tr tr 1 ," oR l.FS6 , -45 TO +A3. --0S t}• 13• ?r 13' ,3' 1r T r ,r ,r I " 1 Tr 11 t %a , {(QP ) QR - Laysd 1r 13' ta` tr /"," it Ir Ir 13, 13' T-r 100tTOM) Ir Ir 1r it Ir Ir 13' Ir Ir 13' £r 11 t/2 1 (BOTTOM). Tr Ir 73 or 13 iJ it T3 IS 1J Tr (Tap) 13 13 it 13 i3 14, f3 13 1r Tr 1, ! It 13' tY fa' Ix Ix 13" 1r 13' 13' tr r3" 2 (Ha}}GM) 13' tr !r Ir 13` T3' ir 13' 13' fx it fi 1/2 2 {BDnoLO1, lr t}" id' ,3' 73' 1J' ,r f3 3 (TOP) 13' TS , . f.' } i }' 1 ' 3 it Ir Ir 13• i.r /2 3' (TOP)1x 3 92 tfEa T/4" -6 It{' 2 1/rt2 IJ -89f4' a tfP3 (BOrTOM) - - 1' 2 %2 b2 If2 , 6 f4 8 //4" 2' 1%a 2 Yf2 - - e b i/ 6 I e12 / 3 (IitRT04) - rr 8• IY 6" n• T T/2" 4 (TOP) 5STJi' .. @. 8 8 6 tf2 a :7 f/r a 8 6 5 4 (TOP) _ r - JOMTOW 9" Y. r - a" a" y e' - s" - 4 (6OT?CNAi:' 13 ". 13 ' Ir is, 13" 13, Ir Ir 13, it it Ir 6 (TOP) ..... 13"' 1r 1r 1r tr Ir 1r T3" Ir i3" or 41 I/2. 5 (r0P7 i3 TJ t3 13 73 : it t3 73 T3 T3 t3 t3 (BOTTOM): t3 i3 4a 13 13. tr -i3' 13 13 13 £r 7 1f (BO1f0M) 73' 13' 13' il` t}' 13' tr 13' t3' 1}` tr 73' 6 (TOP) it tr tr 13' tr 13" 1r Sr 13' 13' 13' 1 Ilr 6 (rop) - - a Ile a Ile .'B 1 4". b 174- - -r,11,/12 - 6 114', i5 1/4` 6 -) - _ 6 ,/4' 6 Ile a ,/v 6 1/A` -' - - -- 6 f/fir 6 1/4 6 (94'tT:+x) Ir S tr 10 1/2 - Ir r 13' r 5 I/2 13' 4 1/r 1 :(TOP) _ , 6-a`i To--` ,..»- 14-4 1r a Ir- IT Is. 8 1/2- Tr a 1 2 1/II` 6 t Ir 5 , i Mo ...>a 9--6 ,,a' it 7' 13' ,3' it / 1/2 1r 9 1/2 7 1/2 13' a 1 (BOTTOM) Ir 7'/2' or tr ix to- or to- it- n' 13, 6 1/r 1 (BOrw Ir r 13' 10 1/2 13, 7' 1x 7" 5 1/2 Ir 4.Ifr 6FW) is, IY Tr 13' Ir a i/r, /r 6 1/2' 9 1/2" a 1/r 1r 5 1/2" 2 (TOP) Ir r or 13' :Ir 0 112 ,3• 0 1/2 71/2 Ir B 7pF2 2 LWITOM) Ir 7 i/2'. Ix 1r Ir tb' it to, 11' w it a I/r 2 OOTOM) 13 7 i3 1J - 73 9 t 13 a 1/2 7 1/2 Ts 5lfa' DuP) 1r 7 r/2 " I3 IY .. la 10 Tr f0 " t1 . B " I" J 6 t2 ,3OP (T ) t 2 12 _,.. i'a 8 1t } ? 14 itr 6 I e %. - 6 1 4' t a 1 4' / 3 _BOTTOM) .( 12 i ::.L .t3. 11. 6 1/4` 6 1je T2 1f2'12 1/2 - - 8 1/4. a 1/{' 3(86-* S 1I2" r 3 1/V s' e . r' 5 I/2' 3' (YQP) 7 1/2 3- .S r 4" 6' :. 4" 4 If2' 3 t/2' 8 1/V r 4IrW) a• _. 5 1/2 - 7 112'' 4 ... 6• - 11' _ aR .. a' - `� 1/2. _ 7 i/r - 13, 7' is' IS' Ir 6 T/r fx 2 T/'2" 10.I/2 7 I/V Is- 8" Is" a Ifr IS` is, 13- to Ir III. ,1' a' - i3" a 1/2" 5 9r 7' 13, Ir 13" 'e 1/V 13' 9 if2` -0 If2 7 1fr 13° 61/2" Rd lr 8 7jY 1r 13` 1x to' T3• to, 11' 6t /2" 5 (80TTOMj Ir 10 1/2 Ir 7` 1x 7' 7 1/2" S 1/2• Ir 4 1/r lY 6° 13•.... 13' ,3" n i/Y 13• 6 +/r 9 1/2' 8 if2' 13' 5 Ile 8 (LOP) 8,/4' 4 1/4" 6 ,/e a ,/e - - - 6 Ito' a l 4' - - a 9/i" B i/4' 6 t/4" 5 tf4` -_ - -_ 5 SEE SHED I IDR M04M TIME A SV4045 MR ONILWATONS Man NOW FRNK WAMM A N OiN Mott" SpAONCS AND MNNN/M Eo6E Dwwa ARE INDjalm ON INS stmw LE FOR Ea. ULS9 THAN NONW O aN SCHEDULE REDUCE ANCHOR S'PAONO 9Y 1A17.1O11104 MONO SR6Rw ON SCNWl FOI04LN0 FACTORS. FOR I" flPERATXM 10 EE POSNAk RWyGED BPACTNO 09IMfG U5WG FACTOR VIAL. NOT BE LESS I" MINIMUM SPACM 0100=CD FOR E43+ ANCHOR TYPE bw THIS SCHEDULE_ 1/41 / ay iJaS / { 1/. • /4♦ ,ANCHOR TYPE UPON 94D-e[r laJf-w MNIWJN AANHJ m WACW Do a 3 1 T 1A a H/r 3 1/2 3 J i/Y Y S 3 'Ir 3 WrAVIM prTAMC[� •.0M 5 A t/;" a Sis• 3 1J2 D fi/K'. 4 AMAIN. TOOL p mom - FACTOR. 1- t ' r 090 AT6 3 f - tAb tD0 - ,AO tdq w SPACINGS ONLY VALID WF8`N USED. SEE 1 FWt MAX A.S.D. NSF •Qis OEM LOADS & MAX. PANEH. I� INHEN SPACER �1 IS (}SEA. m" #I e As:D. DOM LOAD MAXIMUM PANEL Loom 44 PSF DR LESS W-8 > 40 PSF TO 50 PSF 6'-2" > 50 PSF TO 60 PSF 5'-10' A MAX. PANEL LENGTHS ARE ONAY VALID FOR INSTALLATIONS All SOUD SET ANCHORS & W/ SPACER AT 12 1/2' O.C. ' -�•A�l lvoCfd (SEE SECTIONS A ALTERNATIVES ON SHEETS 13. 14, 15 A118) ,�._.._.R-1A/13, D.Ifj.,(j), a, MAX R-2A/13, R-3A/14, R-16/13. R-20/13. R-36/14. r MAIL i-1 - R-JAW/15. R-2AW/15, R-3AW/16, R-18W/15, R-2BW/15, R-, all I' ' 1 V j't O 0 ® 0 0 1 1 f T 6 i 1 It S 1 .- € 1 i 4'A-20xl' SS. 6QLT5 WI (LESS FOR PANEL LENOItH MAX PANEL LENGTH OVER 7•-8n) i 1 I i (i REGUUR SORM PANEL I REGULAR ORPANE{, i . i a'-6` OP.4O.0. -daA P*R,1, . ��j I LION OVERLAP MO PANFd. L£NGTtT HEX. 4 (y uk SArvy, STORM PAWEE 3 f I i T'-8" 4! 480.i1; -54.a Py.r.. (w/O 4~ LTD PANEL L04M HOLE) USE BN I] j ATALL NPOWT N45 4v Al 2, j 1 4 I , } I � � m r r �....'COGSIY ttF1 LIFE SA 0F"Ei`Y`."{ , 4 4 -1 801TOM CORNERS p 1l ; 1 D.Ai... f 05 OT 4 WOO NUT Al - [MRIOR NUT AT L..,y �- LEFT PANET ROM PANEL r MAx '1' INSTALLATIONS ONLY VAUD FOR WIND 1 M1w, R-U/13, R-2AJ 13, 11-304/1 A« 4-14/13, R-26/13. 11-30/4, 1' Mw, SPEED UP TO 170 mph. 110. R^TAW/15. R-2AW/15, R-JAW/16. R-16W/15, R-20W/15. R 3BW/14. (SEE SECTIONS k ALITRIMIN 5 ON. SHEETS 13, 44, 16 r1aJ...:..:,,._......W.,._.>_..:-_.. ..._,....,,.......­.: t/4` MARL GAP UFE SAFETY STORM EANLEL E Vl ATLON (t) j SCALE (7) i > � MOO OA AI? -1 A ELE YAULM STORM PANEL. j ... STORM PALLET. ( r 1 j7NLIN4IH =_-- -= -_�-- _`- « � _._-- , i µ OT LIFE SAfEtT' PANEL "¢_, * a 7}..: FLORIDA BUILDING CODE flan High Yeloc Nu Inane Zon6 EXTERIORy Ff!�©RIDAa� lamb TAiLCQ NC Z4 GAGE GALVANIZED STEEL STORM PANEL awe an S'/ �` � 9i/In/mEo TIE E C O 7 GLOBAL PROTECTION PRODUCTS. LLC. afire CT l A —A � f 4Wp S.W. 5, al1EQ �/( u W, Wen 1nxM, 4RRHCI: Y4 xwr DAWL It. =H- ZD-175 SCALE 1 f4".T' 4 tk".. f3NT m-n,P it :. q,om H'W,!€- (1184)RM-7bw TAU: U64)�►-Si4i - OMWIO PE. SS4J9ONTYRFJD4TE �, � Epl�.- M law v,r x,A RULiLR� /p...P m � ♦�FG t2 � 1N IbISTALLATION DEM,LS INTO FOR LIFE SAFETY PANEL WOOD STIMURES n `' J' r "t""- Nbb6 HfAtlIC# `'+•, HHFAOER 1YEWRED ,p' AIIIIYsD " " ` .,4 I .. _ HEADER a „, I1 HiEADER I /i' � ,1 1 d"e 1APCO4 k 4`a TAPaO,t • 9" o.Q: .O B,.O:a. n 1 4"C 'TMCWI i CNOR 0.�1" 1 1 4'N TAPCOfI DR 0, 1"^�O.D. -4) _.',,4G./ �1` ,A.C. idyll '(J 1/,4' >wm Mb X a 1 4 Si NOLT5 W 8 L p -"`-,-",�f--,"rv., - AT Fu t a .i IT ) r 4•w20+t' � e4a vat-m 7I7 UNION a � 7 QI.4S9 9 d.,-_t_._ _. _.__„ I ! y d 00 An rpm ` EXstitffi-N j taNIN UFL Y-67 1 CLASS u H r,.�.---_i.-'--_.__._t I A f x PANEL 1EFM'iN B t {l(SfE L LENGTH MAX. 9 A11M LENGTH._� (SEE EdwATRLV ♦� ON SHEET 12) A H 1 PANEL LENGTH : (SEE ElzukigN 1 1• PlJ�1 EVAT I j O4 SHEET 12) ,- �- 12) - ON SST 12) y t f tt It - PJUNC4lgS I WN SHEET 3 I YR---5TEp1p• p .!� . .._t;1.RD6 p: GLASS, ; itCLASS` ..�.:1 E. A f I,tr2 ;:, --SPpARATft%4u.... A TO CLASS. VV PLATEPLAT" I REQUIRED # g1 No 'I .\.-3.7. ,i Hx 4lrS �IW/EG4 t , 4'a 1APCDt,H 4'0 TAPCON '~ ANOINT # 9` O.O:, R. 6 9' O.C. t _ 'N yy I' 1 {'A 1. �yl I ANCHOR TMOON V.4" r 9" 0:+„ F111T'E I f, ;: .`•, i 1 „ ST to W/ mm ,,� ^" Y: }} : STAW1112O W/. SHUD { 1 , ,. ;� �. ago" '. �' 4'a TAPOOFI ANCHOR O B" O.0 i .. i ...,,....,.111.....-w.._. . e wow I d 9 I 'Ixe WOOD LATE REoOREa REOUtp[D f( I i , 0 -LtiERNATIYE SCAlE 3/8.1' R-L�1(j(.E;.,f�-3BW O REGULAR PANEL$ AJ91/ uFE SAFETY PANEL WALL YOUNTiNG5 1. INSTALIATIf)N ARE ONLY VALID FOR A.S.D. ASSIGN PRESSURE RATINGS (P.IIJ) AND PANEL LENGTHS AS PER ELEVATION ON SHEET 12. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD iYERi s . 4067 'a •!r: * ""-� *' - . s q'• $TALE Q= - -- ii''. FLORIDA BUILDING CODE Nan High V•ioe . HUrfleardo Zane °'0'01 NTI' WD' 24 GAGE GALVANIZED STEEL STORM PANEL DRAW en T AAA w m n/n/zem j l L� L PRQTE (iN PR TSt L i• _ oaE; 4900 saL 61 simm MEMBERS TO BE SOUTHERN PiNE No 2, W/ SPECIFIC s yrc^"' yS Q/`©If4 ,: a^R A DOMMNY ,3Y`a. ,�."�".I}- M P.Dra; CAettNety rr�(m4>OeE:.6»r 20-175 DENSITY flF 0.55 OR EQUAL. ••••• a r.,.k rH..Piw.4,. CA-0OO119 �RA.r mer Lan & :. w rrrr Ma % iD tN: NN1q 11AIEt04TE TER A TALK S!„ PLC . n. .4 sm It or to (VAUD ONLY FOR PANEL©1 INSTALLATIONS AS Pit SECTtoNs J THRU 6, ON SHEETS 4 & 5) VAS.. k1d.% DESAMX PRESSURE (R.b l.) RATING.. MIWMUA1 ANCHORS SPNCNIB F7Rt .TAN E.D, PER SCHEDULE 8E3Cw APPLTCA6fE -IAUIIMUM (tt) MAX. A5,DMI'AO: E (P.C;T.) MAt1a1tN4.MZfk1�S �AOINO FOR MIN ED. PER SCHEDULE BELOW APPLICABLE TO A MLVA PANEL LflILM (NCNCRUE.) TAPCON SdLID"SET P t P 7AMUI-NABJN GW,K^AN muN 50Ud-5iiFEW" ID P pflp3 . ?AMAC-ANEW CALK-a1 .tD4W ME C-0tlWpa ,..,:iSXOSia - TD 1D OF 'rHEAf� TO lO 1D TO l0 T10H [OF THEM >+65. -65 TO +75. -75 it it' #3• 1r Ir Ir fr I 13' Ix 12' Ir I to, 1 6OR LESS +m -76 To ail9,-11A8 13" 5` 13' on tf2 Ix a 1/r it 16 1/r 7 1/2' -5 1/V tr A tfr t 6OR LESS Ir 11. Ir 13, t3' 13' 13" lY tr IV Ir 10' 1 (BOTTOM) 13` a 1/27 13' Ir 13' r 13' 1 9" ,a' 7 1/2' 13" r i (9DrT0M) Ir - it, 13• i3' 13' Ir 13• tr 13' la' 13' la' 2 (Tap) Ir r 1r 10 ,/r it a t/a" Ir 6 If2. 7 1/2" 5 1/V is' 4 1/2^ 2 (TOP) it` it 1r 13" lx 13' ,r Ir Ir tr 10' 2 (BOTTOM) 13' r t3' Ir - it 9 1/V IS' 9 1/3' 10 t/2- 7 i/2• IS' t 3 - t 1" 13' 13• _ i r I3' J it 1 t Ir 7" 1 J 1 " # 1 3 ' 9 1 /2• 1r 9 1 r / i 1" 4 /2 7 1 /2 9r d " 3 (TOP) - t2 I/2'12 //2 6 S/4" 6 tf4° 12 1/2'1.2 I/ a -• (. - 6 Ile a 1/4" 3 DAMON) - 2 t/a 2 1F�2 :0 T/e 6 Ile 2 1/2° 6 i - - 6 1/4' B 1/4" 3 (BOTTOM) a" 6` ... a• BL a' s' B" a } 2` r 5" 1' 4 4 cmp). }'... r r a 1J2' r J.1/2" r 4' 4 I/V r 6 I/Y 2 'Ir 4 (RIP) B* .. g«. _ - !.» .� r a,. a` n" - {BOTfOeH) a' - 6 1 f2T.. - e - 9, - 5. 1/2" - r -. { (aa170M)' 13' i1' tr iS' 13" Tr 13' it 13" it ,3" Ib" 5{Tap) tY 6 1/2' Ir 13, it r Ir 9" to" 7' 1/2- 1r tr (TPP) t3' iT' 13• 13` Ir 13, mix Ir : 13- 'i..r 13" le 5 (BL}PT01+0 Ir r it 1x W 9 t/r 13, a I/r' 10 1/2 7 1/2" t}" 6" 6 (BOTR)M) Tr It' Ir f3' Sr 13" : it 1Y 73• it 1r l0` b (tap) 73` 5' Ir e i Ir 5 I/2" is, C 1/r 7 1/r 5. 1& is- lJ2' a (RIp) - a Ile B t/{" a Ita` 5 Ile - - - - 6 t/e 6 I/e 6 (HI3TT."") _ - a T/4. 0 1/4' 6 1/4 a 1/4" 5 1fA" a 14°. - - 6 Ile I/4" 13" 71/2 it Ir IY 1D' Tr 10' it' H' 13' 6 1/2 1 (10F) TO. a''4Y Ir a" 13, -10 /2 Ir 6 / 13, 6 177 '7 117 5 1/2- IF 4 Tf2" 1 (TOP) , Ta i3' 7. I/V - it 13' 13" 0 I/2 it l0 1/2 1 I r 6" 13' 7' T WTIVM) Ir a 1f2• jr Ir or 1' 13• jr IW 7 1/2' 13' or i (BOTTOM) tr 7 I/V TY 13' la" 10' 13` IV 11`: a• 13' a 1/2' 2 (T!w) ._13'.. 5` IS' JIG 11r IY 5 1/V tY 5I/V 7 1/V 6 I/V IY 4. Tf2" 2 (TOP) 13• 7 1/2' Ir 13" Ir to I/2 is' O 1 I 1/2' 9' it r 2 (mlitloM). it 7' Ir 13' 1J` 9 1/2' Yr 91/2' 0 t/2" 7 T/2' it @ It2. 2 (BOttOM) Ir 7 1 13" 13' 1x t0 i/2. I}• 0.1/2.1/ 1 9' 13, r 3(TTLt) tr 7` Ir or it a 1/2" 13• .91/2'. 101/2"� If2' 1r r : J-0OP) - •- 2 t/2 12 I/V 6 V/4` 6 1j4` 2 1/2- 6 1/4- - _: 6 tf4': 6 I/+!' 3 (90i'tOM): -. - I/V t2 ,/ 6 1/4 '16 1/4 12 I12 a T/4 - - 6 Ile a.:I/4 3 (Wriam) 9 112` 4` K 4 1/2 5" 3 ;1f2" -i" Y 4 itl') 7" 3" B" .3 1/r r 3 T/Y _ r e 4 I/Y" r 8 1 " 2:..1/2, : (TCP) a' Ir - a" - r - 4 (E!flTl6M). 6" - a I/2" - 6' - Ir - 5 t/V - 7' - 4 (64H1'0M) 1x 7 ,/2` 13' 1r 1F TO t I3" 10 t/2 t 1 - 6' Ix 7' iT6F) 43• 6 1/2' 13" ISr ix a" 13• li' ,D• 7 1/2- 13' 6' S (RTp} it 7 Ilr 13• Ix 13, 10 I/2 13" 10 1/2 1 1f2 E" 13` 7` 5 (BOTT)M) tr 7' Ir Ir ix 9 1/2' it 9 1/;1, a" 5 (aariOM) tr 7 I/Y' it it i}` o I/2 Is- 10 1/2 , i/ 6' 13' 7• a i+ ) or 5' Ir !r d 14" - - - - 6 T e 6 1/1' 8 (20TT.") _ - 6 , a' 6 7f4• B T 4' 6 1/4" - - - - 6 1 a" 8 t t 6 !') $EE mw 11 FAR moats TYPE A www m ONIAL AIMS NTO ACTT f1M4E mazoom. . E MWWLM ANWO SPAM% ALA MON" EW 01STIACE ARE WICKoW ON THIS SP OUL£. VON EA LESS 11" INWA= 0# SCMEOAE Rfwm ANCHOR %.ACO E BY IWLTIPWA SPACING 9tiCAR 4N SCNEOLNE None MLOOMO rAa,ORS FAR 'Re OP 1014 TO IN: Po89i M 1EDi1CFD OV406 08WO IMO FACTOR SMIAL NOT EE LOS TWA MoMAN WWA40 eOYJOEO IN 51C1 ROM THE ON Tag SOCIAL VCHOlt TOE t/4� . 1AFC011 3Wld-dC} OMA-N NMNAAI MOM SPACvc 00 ] 1 3 1 3 3 T i/T 2 1/2 tMMMRNMtm MJ 3 341r Y S 4ICE• 3 MNTANCE1604 .acom am : 3 1 3 t/r 9 1/r 41f2 31/2• 4 ACTML - ITAIC7'OIE }• Wild- I= -90" Cap I W - aAp ILO o SPATSNGi Y VALID WHEN SPACER LS USED, SEE T�i@LE 1 FLki fdEX. lLS.D. DESIGN LOADS IN MAX, PANEL LENGTHS WHEN SPACER �Iq IS USED. 789E.i1 e A.S.D. DESIGN LOAD MAXI " PANEL Loom 40 PSF OR LESS 6'-8• > 40 PSF TO 50 PSF 8' 2` > 50 PSF TO 60 PSF W-10" A VAX. PANEL LENGTHS ARE Y 6N VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2' O.C. INSIALLAT19N DETAILS FOR UFE SAFETY PANEL nj INTO POURED CONCRETE OR CONCRETE BLOQK 31RUCTURES - __;ElT15T1N0 POURED t ft'e TAT'CON__ Si1AY* PYOCONCRETE Tmuca OR ANCHOR r 9" O.G !/.�f,A4 CONCRETE BLOCK SEE SNOTS I5 A t6 FOR ANCHORS AND= /TEE TYPE A: SPACING FOR PWAUATTONB INTO TA~ AAKNdN M At70Ltdlk.� 5�AX0 AND MRiWUM WAOJA M O" VpACM CA) s P *M 3C4ns�W On) 4F[TANQ(NA1 �a cnr rkA 8*1 2 t3iOE D1SIANCE NEE aNbICFJED 0. TtOa O SOS�UtEE R�1OEEN1OroOR iEO 3 mw ME WNW mw 111110110 6T MIATPLYaI. SpACINd 6N1fAlw DN BRAE Or THE FDUAWINQ FACTORS, FOR 11RS 00ERA11ON TO 0E POMM& 11/2- REDUCED WAAWG OBro" Law FACTOR, SNS NOT WLESS THAN 2 tM. Galt ...�.. Y told MWAAm SFACANO. LNDIC/R D FOR EACH ARO101of TYPE OR THIS SCHOWLi- } Ur _ H L/2 1" tfa a• E41 -•--35 Nd Ms. 1Hals i` I _�j4'e iAPL'ON ANCIaR • 9` O.C, t0QN90n POT1eED CONCRETE 09 1 EXLStm POURED CONCRETE OR `-tioNCRE1E BLOCK REOJNED. `-CONCRETE BLOM IELXRRW. MA iVSCALEOUNTiHas 17utFsglP"... 3/e_1" NTO W09 STRUCTURES D HEADER HEADER 7//A"9 TNM,iN7. r 4'. TAPCON 9" O:C. I r- ) 1. 1/4" t r't 1 1j4 VAYL MAX L t Y II f L a W i 7)) 6@LnI iSnNO•'r! f r.. -:'ffi.4 W= .. _' - -. '__.' IN"i At el 71 1 LESSGLASS i II -A --, ...- _......__.... `L' 11A%, If<— L. PANEL LENGTH ---� B I PANEL LENGTH 9 H � (SEE H3.EVA71Ok ' I I I ON SHEET 12) 1 -- - StHEEIA Rfl 1 GLASS, i :_./�}.. f t( 'II—SEPARATtON lr-�xTO•. R 1 I O GLASS. 1 a, 1 t rr H ! i .1} .. PLAT, WO T #' WOW- 1 f PLATE " PLATE REk1JTREOiJ4`t PAMELMATE PLUS �4`A. pATELMATE PLAia ANCHOR 6 12 f/2"CFWR 6 12 1/2" O.C. ��'jjlj�PJ�ATS JA LTERNAiI O REGULAR aI ltHNMyar SCALE 3/a.1' ✓ 3$T$7 FLORIDA BUILDING CODE (Nan NT h Velocity NMrzh otue Zone) Lam: a IN z TA m WC. Ts �21 GAGE GALVANIZED STEtl. STOW PANEL 1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. i= _ STATE OF 2r : otwR en ' ' co R. �—"� I L E C O ,d w N . OBAL PROTEMON PRODUCTS, LLc. DM DESIGN PRESSURE RATINGS (P.B_1) AN0 PANEL $ df, f _ 9TIzr/xwta LENGTHS NEI AS PER TON SHEET 12. �' # _ h $....... � avob S.W. S FRAME T t14DN9 t 3Slow 2. FOR NEW WOOD FRAME OVAL =4 ttCtION: WOOD 4'i % d Y >h4+ Kc tAs�„ r aA..war. 4Nans, 6. !T- Eft SOUTHERN NtgruuElL4,<` t'tmNe(EeN7a4N,Ftra:tRa4)ba-47ET 2t7-T7S tl,' A...: .aH-+6M.r.':ibE}m-H�i'R. PINE 110 2, W/ SPECIFIC C MEMBERS TO 8E RN PIN DENSITY OF 0.55 OR EQUAL `�o4-ooa�m �"tt 'An.,... +o.,w wn aA r- rw.r r noww G. ft RT: J3 f 4lAOA9E/DASE WALiFIt A de, p3'< :m tw a SLAW 90 or 1N _&.. N a) U) 2 m N U L N O� IL 0 co U U O L O O Ri O _ (Zj U- 4.- p cu > -� VJ — '^ V! E L O ^' O � (a I. /�-/-fie M o CV c%j a3 W C 0 ® C f0 C 3 N m C4 L m y _ C LLB en fO o s LL y G d C tV 19 3 °' a3 2 r C N � U 3 � � O u MCA L T C E etb G! E.S O M. CD CIO L_ ii U CIO O L_ LLI = Q z z Q J d SHEET NO. SH 1.4. 1 —�—TAUT [1 1 1€ v.i lid 1:. .I TII rY i .. ICI::. i�-1._, __ L_. _ T I F_--- /EycH 147t1• e of fix\ x.e87'iW4N p+ElaR' 9Ja" Mtl'x:. 1J4" IMx. cAv �._...�: ENGINEERING Ell'4GINEERING EXPRES)3* PRC DUCT EVALUAT113r4 REPORT September 15, 2020 Application Number: .t71i50.t R2 EX Pstsjact Number, 2b-3tS44 Product Manufacturer. All Aniedcan Shulik re and Glass Manufacturer Address: 1WDonna Road Wag Palm Beach, FL 33409 Product Neme-6 besmlption: 24ga Galvanized'SteetSkirm Panels Large MissRe Impact Resistant Scope of Evaluation: This Product Evaluation Reporlis being issued in accordance with the requirements of the Florida Department of Business and ProfessionalRegulation(FloridaFlnd BuildingCom mission) Rule Griaptar 51 G204,006, F,A.C„ for stafewlde acceptance per Method 1(d)- The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Firi dda BiBMI+g Code Seventh Edition (2020) end Is, for the Purpose intended, at least equivalent its that required by the Cale. R"aluatlon 01 this product shall be required following partirsnr Florida Building Cads modifications or revisions. Substandattng teats: x PROD= EVALUATION DOCUMENTS EX drawing+20315419tfed 14gs Galvanized Steel Storm Panels (WHZ A Non.4D/ V, sheets 1-6, prepared by Ertgineednig Eliptess, signed fL sealed by Prank Bennordq, P,E, loan integral part of flits Evaluation Report x TEST REPORTS' UMform static stnlehlnal performance has been tested in accordance With TAS 202 test standards per test reportfs) *BT-ASG-17-001 by Bleckweter Testing, Inc, Large missile impact raUetanceand cyclic loading perrormence has been tested in acoarfenw with TAS 201 and TAS 203 test Standards per test reports) #BT-ASG-17-001 by Biadmater Testing, Inc. + STRUCTURAL F.MH3 NEEIRIN6>CALCULA'IM Structural engineering calculations have been prepared which evaluate the product based on comparative and/or retorted analysis to quality the 16110Wiryl design cifterim 1. Maximum A6owoble $parts 2. Minimum Agnwabla$pans 3. Mintmum Glaas Separation 4, Anchor Spacing 160'SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLoRioA-. 33442 (954)354-066D 1(866) 396-9999 TEAM@ ENGINE ERIN G EXPRESS, CON En Gi NEERENGExPRESS,CQM D" x. D.fl 0.0 PP.[ G.t,. * LAST PANEL(3)TO BE INSTAUSD AT EACH OPENING SHALL ALWAYS BE PROVIDED W1 REAR RANDLE TO FACILITATE INSTALLATION IF INTENDED TO BE INSTALLED FROM INSIDE OF STRUCTURE_ (i - E-Z RANG STORM PANEL SYSTEM C N GOP PAN + I__TRACKS TOP At BOTTOM. (2'), END PANELS SHALL ALwJ�S5BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP' BAR ($T RAIL 6E PROVIDED AT TOP OF SUCH PANELS. (3). IF END PANELS ARE CONNECTED TO BOTTOM TWIL CONNECTION SMALL CONSIST OF 1/4'e-20x3/4~ M,6. W/ 718"Ax3132" WING NUT .OR 1/4"ax3/4" Min. THUMT3SCREW INTO TAPPED BOTTOM TRACK, LOCATION OF FASTENERS MAY' BE AT EITHER OF TWO E)tTERIOR FLAT GES OF END PA14ELFLAT GES OF ENii PANEL. (4). IN CASE THAT END PANELS ARE 140T CONNECTED TO 007TOM TRACK (+.P. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO PANELS $,TALI, BE CONNECTED TD BOTTOM TRACK USING SPECS INDICATED ON NOTE (5) ABOVE IN SUCH CASE, CONNECTION OF PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. t INSTALLATIONS ONLY VAUD FOR WIND SPEED UP TO 170 m,p:h, ENGINEERING Page 2 of 2 All American Shutters and Glass - 24ga Galvanized Steef Storm Panels No SS% increase in allowable stress has been Used in the design of this.praducL Separation from ®lazing is not required for Installations outside of wind zone 4 and essential facilities, impact Resistance: Large Impact Resistance has been demonstrsled as evidenced in previously gatedtest report(s)', and is accounted for In the engineering design of this product. Wind load Resistance This product has been designed to resist wind leads as indicated In the span schedule(s) on the respective Product Evaluation Document 0,e, enghteaft drawing), Installation This product shall be Installed in strict compliance With its respective Product Evaluation Document Co. engineering drawing), along with all components noted therein. Product components shall be of the material specified In that produces respective Product Evaluation Document (i.e. engineering drawing). Clmitations A Conditions of Use: Use of this product shad be In strict accordance with the respective Product Evaluation Document'(i:e. a lilrleedrg drawing) as noted herein All supporting host structures shall be dirsigried to resist aU superimposed loads;and shall be of a material Posted In this product's respective anchor schedule. Host structure condRfons which are not accounted for in INS produces tespective;anchor schedule shall be designed for on a efts -specific basis by a registered professional engineer. All components which are permanently Installed shall be prolaoted against corrosion, contamination, and other such damage at alltlmea, This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ), Respectfliily, + ( 9rOI:lAL. Frank Barmardo. PE ENOINEERIN13 EXPREWs #PP.()44G�q9 j Cori, Auth, 9985 160 SW 1211 AvENuk SUITE! 106, DEERFIELLD BEACH, FLORIDA. 33442 (1954) 354-0660 1 ('866) 396.9999 TEA?4@ENGiNEERINGE%PREES.COM ENGTNEERiNctxPRess.coN Vtl'(,'rylF. Ali f ^'k'iCIG{ ^4PM,t :. 1 4-IUSV11- )J4d i �N i Y:y.l:h stl s{4 t�,,"_ trufWt Ft. tr. , g S Fb'.. n P - d A N - - T- R it ` @ 4 Ta rl i .• t 4- R wr u iltw >t. 9 's 4. ' 1fr?.. R3' L1 ' 7 G ,HI w, 3 err T.1 T�r.i "' LY.'tkr f z z I' I �i � � �u ti I - W .a I.eUt_fc, L N n let r-tI :J1> r lF 1` ' - JN- . 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Nr ii ., FNVJ I'. lS . - 7 ,Ex�crEEt nN ' T ➢011111pK RIY411a0RE �'rt •.} tEit, "y, drnl>tr=1i _-'f1-n( HDF .�H'IS arm .. 2Q-,.'�1J�'4� N k: FATIr�Y]SYV^["' 3,1="T t„NTAv " F1 i P � %' -T s Pr1DNALYOFn!"ArrDHClDSUBEn�AYU A rrt.o � �Ni .l ffNf 1�D • a 1 .ryAd �L+ R.A'JYS 'NZf . NI 3-lL �. RY Tf✓,""`.Klxl-'^tr 1�rY- - AIrt.,'I 'T. it Lk1 D NxAsobs M[alm, 1, ,: ] N •' Y s'E'V4'tln.e C..R %rM.LiJilyiGl NQILI132itI1DliJ-' E705nwc IN?UREA i " BLOCK ' 7 4.4 TAPE,.,,, MVCH6R +P !2' O.G �.. m G � 114•s TOMHEX WAD TV wo00 FffMFR - t.�- 14x1' HR HEAD TEN ANCHOR O.C, `^F } _-- ",31 EDGE OF ' i T L I k ,f� EDGE OFROM SCREWF F�4� FROM"t aU ! t I 16 MINUM POP r UMM POP ALUMINUM fl { WkY.x V�4 T•w r _ I MAX. :Wwp _ ..�._. _. _.�..___.( PANEL LEMOTH R + a rA --1 PANEL LENGa4 ' ! a q 4 _�UAtBSCREW a T4 GLt5S. t '1 1 d"-SQ'A- f i 'L• n S6A i R i4! CUSS_ ! OF MSSCREWa ! !:ZO-20.2- �,F 1 3. tv 1 I I`jI. _j4'. TAYCON ANCHOR , i 1J4"0 TAPMN _- G POURED ANCHOR O tY' O.G. y`r Lo y r, 2'}4" wow REQUIRED J RE+XfIRED. WALL WOUNTINQ �.e}�T`a�u r�q'�r SECTION Z1_ SCALE 3/a=1" SCALE 3/8-1- ,µp111uu+liar MIN. PANEL. LENGTH INSTALLATION VAUD FOR DESRw SFA.L BE 2'-6" ^ _ Q. 44.1 ; # � FLORIDA BUILDING CODE on Nth Vsioalty Hurricane tons) sa,&m..Ile r,P. 24 CAGE r}ALVANiZEO STEEL STORK PANEL IWu+N ar, I. ARE ONLY MAX. A,S.D_ * ollatxoxi PRESSURE RATING +/- 40.0 p,e C AND W-O' AdA1t PANEL LENGTH. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD s STATE 6 1, fX: 'tZDt110 - r� ....''�,tA t L C ii INN 9. Sw w. s,. rA. rwF. oWlNL a BAL PROTECM14 PRODUCTSF LLC. A xPw sx. 5T s3PErT urw osx. rL s35u 20-175 MEMBERS TO BE SOUTHERN PINE No 2, w1 SPECIFIC,' rjr `��,, ,.,,, �"" " tPbr)�- rw �k DENSITY OF o..55 OR EQUAL, diy IFNIN1rN�n)RE/A'Lr8 .a.. sa watea A x., 1>a ti , ae uo s fRrKt ab r@ to f ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS �HVHZ & NON-HUHZ ij 0BS4tICnCh T'-•-r (LOCATION NAY VARY), unxl RUCIrP)N7 ATIELSMAY 7IEN4TLCHEDYS REQUIRED OP111,111".D STITCH" 'PRtANt bEO, HAT'CONNEG aorAANeD�� SON., 7 4411 REP AyCH,D$RREN 5"t yJtNsN4TSFA;k76-NEimW _.SPANS ABCIVSffi1FRLDt'�TRLICFI2jN.. S,PRA 7AOT ktl€LE VERTICAL MOUNT ELEVATION NOTCHED PANELS' 1 NT:S-,. ELEVATIONi MAXIMUM ALLOWABLE DESIGN PRESSURES: V' AS NOTED IN DESIGN DES161N NOTESS� SCHEDULES, I,CT� Eyp�y('D N10 9S'�M'SNNL-LB DUR7EES CA00Sa:FERD 00SEPyARATE ENG SN�F A :E�NMT11 THE 1911M€NP.O A! ArIG)`Gji1 IREgGMI ANg�O Ap ER %JO90iUfTLL,H fkO AHU ElDES[�TtV a[GN L AN PRE4ORE�Ty Ua E$j.ISTQD..HE,RE4N: fOR ANY I'SSEMBLY { S 91" 7�w BEEN USED INTHG@ _ ALL � RESPONSIBLE LID - SitG.DESIGN WHICH )R sP K HIE➢ T!1 G �' u D�isAs 2 GS NQTP BIlMDe' 'Ns prPFERPRT FROM ttt°i^ t IJ . 121 pj, ;� ER OR RSYaFTERSD OR USE IN F-'... FF-- MAXIMUM TESTED C E E..t1NlE9 &ECr IYH 'SPEC1ijL� 1toNS , NUN ASSOCT .,11j CODES •_� ,y,.. fiJL�NRA - Lgt7yWtT`f ��p+y[. e. I�1 nINUM 1�1.to7, � L(eeeDA55 Fze10• Q ANpDF1R $ER..___-- _. t PEVOTCLTALL CTROLYSIS, As' - ^4 t ?Flo q I_MST a DAMAGES OMB MATPJUAL :TIC)E56EYQe0 ilvdr' t € FSb ER.1A rN MONALt16UMOFtM . LABEL tt�E E € 011 VISIT EGALMOM1543 M, T"n $r�'.:. 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SCHEDULE IS SABLE FOR USE WITH AMACFNr D5.: A TO PANEL PAS+TtVE UTA. - i-EBs+ THAN R EQUAL NEGATIVE OESIGN.LOADS. � -. • 'EG F X 3DY1 Sg,SIdHWKNeDtro4 Y; "PANEL ASTHN.ERs ARE STUDS � IN USED M4[MIN6 %CROW ragLL' *DLA. )il8t. IS . ALL UNTING 1%TR, ➢ rc CtI1,TR CK SJUDDE M TIN 17S'27 4N ---Bow" �IL1ro- N Nt. YA - .yu ]x5F time :."Pn- AC ' - D E ANGLE. ' .: USE E,x9` aL TR x, SILT D p G , k'I'C ( ) PA FASTENER SPACING VAL FOR AU, AND ENER PAC - I}LE Ue5 � N ' gg # F U HEADER6 DING 9UllI)0 T ALt "Fi'- AND tnVCLU U g iONaiTIONS - ) 0. : BETWEEN '-?D M'�1`HaG4/izBY.#N}S 3.. NEAR tNTERPOLATI N BETA N LOADS IS - K r t! Li R gg 51ti9. WA£1 kFD E W 4 -�TABLE.OTFiER SE US@NE3NT inGHER 1IDAp. �Jf ACC WI WLNCfltral t D G.. S > , as , taifNCGTSLern'rOraMWNT t - O . exrRUSi IB Ab1AECFr r . GLA�'+S SEPARATION NOry'�` J �� NOTES: PANEY.T 1. ENTER 01AN 504MULE WIT" POSTTIVBDESIGN WAD TO DETERMINE n xt 1 PoDTrD MDU AC SEPARATION ME OPENI TO B PROTECTED. NZ sc ALLOWABLE REQUIRED ON FROM vE E t 5 IxaNrL m'£a@ L !R POSrTIVELOADS ON y: �. . a SGHATION tS WEI EARS USEw1TH L, HoTrcw nalpdf LOAD. BETWEEN UfA05 IS ACCEPTAaLE, DrRLDEwISE USE NE,)rr HICTRIEn ftDNN 1'- A5 REp'DI Pxexo REC9L TOAD. � ' $ F E AN s. � INSTALLATIONS OUTSIDE o THE HVHz o OUTSIDE Of rlAl_ TWI a CdMT1PP A8 NEq'D I FACILITIES 7N ASTM WIND 20Nt5 THROUGH 3 THE MASS SEPARATION 1 RDUG W: casURE uatil9as Ar WPN�N( R SCHEDULE is NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE ek,Ls tNacogbLE-,p. SvAp'p� oFli%E tCH PROTECTED OPENING"IS R IRED, r4olww was aR - VALUE4IYEx Ile 4xUKNt 2031543 Wppp FRA6nN@ SY EL III 1) AAfrtll OPTIONAL EGRESS PANEL DETAIL mB L O OINTERIOR FASTENING D AIL "TM OR FASTENING TQ�PyF,MQa$U T +G e7 L f. S ,g$' 6$ 4 0- $p {#+ F 'R1 r 7 Q' 2S 27' 48' xa'. EtuklolR HaAGt rn s 3Y zr 2s rz^ z w sr sr 2e' area H a o• m zr' as' Zrrr x r ff x r 2s' 3 1N4a'auD Zr xs" za• 11" 3D' It- 11" 90" 3T' *ill' it` a8" Q eu "F" Tisdt u1 t4" xa so" 46' am 1s .u^ ae' 90" s3" r' air � xr as" +� 9NNL a 24' xa" ar' 30' O - MoiRb.. 24, 2r 24` !rY 'U• ea4ar N V 24" �' 7F• V' 4 m re " 44" z3" zs^ try so° 1 zs'" s0" 1 29' rr, R MNI 1 srrnNBuJxDVINHRP6A i1 Y AL u_8AM - MN+ LD4WA34! bd.kD$H t Aft CPR.Y NAF x aa"kna iROHNRx 8 1ti325C1".' D.Q94" 0.060" I �aYvsrnux -' 11 - in :1Y5° O:i3S o81 .Iiv-1 094 TVF � IIGA � tic PI _ i 13DD p062- LYP 2E2DN. �,• . BUILm-0- uT "tl"tfEgCEri' ,r �l-.CA64 •DiaSllRi :. i .tv 15L I.iBo"1+ 196Q" $10. 1.3130 07ESAX D3 61 , A2.5001''PAML COVERriGi r�JJ��-'ll 5. a., t3 a�50" ' O:asrY'' 14 975°PANELLEN Illflflfl���� -fF4, 02,4 all -(- Da, � .3bS" t11 7YP tYti. 7':9n.Dga"•._:ugl-xru 9b ' . e�• mADx �,� 0.490„ D.7GD" w 0 MNIaa1t fl,957" J �@uun-aUY Y matK T e - �LtF'YtlaE wASHEe � i'LSe=ado 'xw C7 0375' u�ras " G Igo" Nn-9N JT;F a�YIU! 1- ( � n"tkirt➢ �'" 3aRL': Da T` r3 ii9Teli',y'LI Esc, QD�;IVp iwtWL5EEt ,in- is-.Lry nv-.,i.L, Y. ANGLE-'irL5C1( iErf7EliDEnS: HL F"ilJ' W NJ �* ' "' x' uvlu `1t,a" V La raTx OVERLAP ERII W�FN41 zI' ILI0.!!Elr 4 MAX (; , t➢ANERLtio5UPE DETAIL EAST;�.. 125 MAX. ' i� MAIC' fi k.l-!LLi'¢d nf- Ls L'P�1n-v - ris:�riksr art'tyl'dv.4T.r N�f::r^nlf tr `� ..na-,rmAMlar. r.1 a ❑ ee Pp$' V:sl YNn:I Alttll J t iRMNRh ISh nl I`..TAN r -FSMEO rt) ::` Ltr.Lt.lV",ZI lfi 1 ro, I A ilC 49 cVzs-� k fir '.� c' ' i.DOp:° •eJ : : aF''„=, ry +.ase.�� - •xtf- r -ur; - 'CA1gRLp,P. �1 vLW 3,i32i± %-.Zs"MA,Yr y+,.mrnu-nlll Nwaxl i.I<ksNlSrnhlnll 1.SD0" j Rt.s: MIN' t J L 13L SS17D". r Max, e ro1 MIN: ,roD+ �v. '1 us1 �- F -nx anaa-• 1 g` ,� tDlLueacLosuREtrErArL IBED' �"�" Rz ;. m�u. ti%: u Ilna j y4 - ,mlmrv+",-rrtn: g L � 78ABiaWNTGLaSUREntrusLL mrn L-r 1r. St f.: H T$: B 5 E T k i' 5' .i, 4t tS -€ _ `. F L fi€ - - h ANCHOR SPACMG 24 GAUGE PANELS; PANEL FASTENER5 ,72 SCHEDULE; 1Z,5!'': C:£:.: rt)r'i`(nrairnd ���a Ipnh w M n. G i 9 d a { M r � c o s ^ w gg V6 i d Im {I ju (4 pp� Ti J 81 QQ a $ pp i W O a' Cj ffim am 1 Q n o'. N In "., l;.y A,q 1. �r PY FA yq{ �. fm ANCHOR NOTES • 5 PP 6'-' PRODUCTS CER FLED E Ol1T L rIV1OE3 ANCHOR CRIE4ULEA APPLIES ALL R00 H REIN Y } TI ONLY PR - - S p6 U� aS 5A AND E55 d INDICATED A%IMU AuOwA CS _ IXi N hfA)4flf M Ai;LOWA kE PAN N R URES NDKA E M M $. ANCH R4. L S.'-.E13ULE - Il'PRL: N PAN ER. NA A -Y FJNTERAN � SOH�ULE DIlN' r+@L ASfENFR SPACING THE EY,i STRUCTURE 2 CHOR tiA5E P2 F .. - STING MATERIAL, & N'1CHOR'TYPE: 552tT:O057GN Lt]AO GREATER THAN CR EQUA3-'T4MMIIEi,ATIVE Div*tGN LQAD E ANO$ECTS AN G` ,17.E. LTOS SPAta.5 ONSHItTTR - LE ,.P @EA7ERTLIAN AQUA NUTTER EJFCf ILO ,SEE MOUNTING DEL` . ON 0 N ON I9'VF g�S ON .. WhTf G ...t N MO NT NG ALS SHEET2FOR k]fMT-ElcAiidTYOF L�tlN14€CTI4NNTYPE -.'. _ND ( "' ArIEL ENE 'AR STII 0 [i0 OI CtSO i H' L AK,U - NG'L3:TRU5 0 3. P pA$T RS', e D __€ N,i ?W N N NTT E II NT; OU.' ETC '. "E .C.. '.NE':F E SPA T" LiLS: R r'T"=PACR,-SITU Ep ANGLE, ,) 115.. 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