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HomeMy WebLinkAbout36374 Garden Wall Waya ) .1 i i 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 orA.H.U, Air Handler Unit ALTorALT, Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BILK or BILK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or C/J Control Joint CLGorClg. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONN or CONN. Connection CONT or Cont. Continuous CSMT Casement CT or C.T. Ceramic Tile D or D, Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec, Decorative DIED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EW or E.W. Each Way EXP or Exp. Expansion EXT or Ext. Exterior FBC Florida Building Code FDN or Fdn. Foundation FFB Finsh Floor Break FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Fir. Finished Floor ABBREVIATIONS FIX or FXD Fixed FLR or Fir. Floor FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FIR DR French Door FRT Front FT or Ft. FooU 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 ►NSUL or Insul. Insulation INT or Int. Interior K/WALL or KNVall 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 PIED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Pit. Sh. Plant Shelf PLT HT or Pit. Ht. Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Raid. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref, Refrigerator REINF Reinforcing READ or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening IRS, R/S, R/SH or R&S Rod and Shelf SC Solid Core SD or SO. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SQ FT or SF or S.F. Square Foot (feet) SQ or Sq. Square STO Storage SW or S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN or Thik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WOW 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 04/25/12 1.0 NEW BASE PLAN 06/25/12 2.0 GRADE BEAM FOUNDATION REV. 06.23.22 08/11/15 3.0 2015 NEW CODE UPDATE 03/06/18 4.0 FBC 2017 CODE UPDATES & MODEL UPDATES REVISED SGD, LANAI & WINDOWS 06/01 / 18 4.1 A ,- Y9 r— A M 06/07/18 4.2 REVISED DINING WINDOW TO 35-SH 12/19/20 5.0 FBC 2020 CODE UPDATE 1763 INDEX OF DRAWINGS SHEET DESCRIPTION I SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN —_ 1.2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS 2.2 EXTERIOR ELEVATIONS 3 4 ELECTRICAL PLAN ROOF PLAN 5 FOUNDATION PLAN 6.1 FIRST FRAMING PLAN 6.2 SECOND ROOF FRAMING PLAN 7 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES — SN1 DETAILS--------------___. S3 DETAILS —_— S4 — — ---_ DETAILS -- S5 —_ ------ ----- DETAILS S6 ----- ----- --- DETAILS ST STAIR DETAILS — SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS — PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 I 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 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. 0 LLJ (�`' ry LL � s c•s — L, o wax �w S cr��;Ba M C E I TO tlilzz `�� ` •• Fas •'•• t--CNIV t � `14 ° O'lip LU 0 S 31 OAA `ti "I To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LU v E 00 M U N 0 t} N C., N r 0 - 00 Co fA in(N6 (N tL d6 Q c= J W LL co LL d Z 5 �o n U) O W 7 M N �% m W C)IL Z 0 J J LLW a N OU U O ❑ ❑ N M Q � c N � o � N Z CU C 0 CZ3 LL LU tJ O,L,o N U u B• � U) ®0 N ll� o M w M ¢z zos Z ¢ =o g >� 4 0 O_ 0� a= Z® 0� 'T r4 X� 'O AV E Apr N ¢ �o ¢o 0 ° a rw N L ¢o m2 11111111110 U) C z z 0 Y N° p O Z au aZZ ZZ �w o< Z go Q �_ aw i-3 '° C:)w �V w zl¢ 0 c Q > l•n J 0 d� ai rn CU L M c6 cc O o U � m N LO O 72 M -0 N C)Cfl Lb n N r� C,e) r E M N M o Z z r m E JOB NO: 22-12352 SCALE : AS NOTED SHEET NO. C S BATHROOM 2 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES i �4 41� TEMP OBSC 0 00 H F_ O. BATH KITCHEN 0 i0 0 ih NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. CURTAIN HEAD ROD 0- 24" TOWEL BAR TOWEL BAR w ON WALL ABOVE TOILET TOWEL BAR TUB OR SHV - ON BATHROOM WALL MEDICINE CABINET 50 r VA ESoe'__ TOILET fD SOAP PAPER O DISH r HOLDER 02 C �� U. o O i (V 0 r'� ��{ M M M (") N LTUIB FIN. FLR. BATHROOMS SHOWERS AND TUBS DOUBLE RODS VARIES PER FLR, PLAN SINGLE TYPICAL HEADER HGT. KITCHEN I 16" FOR LINEN 12" FOR PANTRY 42" H UPPER CABINETS --- r 36" H UPPER CABINETS 39' H UPPER CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET rt 36 H BASE U FINISHED CABINETS a COUNTER TOP 3t)" H BASE `D o CABINETS o 00 00 IL ^�N fh W n 10 rn 0- O 2X 80 FRAMING o 0 io 1/2" GYP N `' N BOARD FIN. FL . FIN. FLR. x CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING PLUMBING LINE TO SECOND FLOOR O co r 2 I- W z ©Q tXU=� >0m J S6 TYP. @ 2-STORY o A ' S3 Lr? TYP. @ SINGLE STORY HB V-4" LANAI j 8'-8" FLAT CLG. A.F.F. 9'-8" I I I I HBt 6068 SGD 2 U) I�1 TI 11-4"X1'-4" "L" SHAPE CMU COLUMN 10'-4" TYP. @ S6 2-STORY Q 35 SH DINING 8'-8" FLAT CLG. CARPET GREAT RM 8'-8" FLAT CLG. CARPET 8'-4" -(3) 2x4 #2 SPF STUDS W/ (3) 16d NAILS AT BASE I I Ili{ I SHEAR WALL Q6' �cb�v EDGE rl_UUK ta. I . OF SLAB 2" B YOND WALL -4" 4'-5" 7'-3" BUILDER TO PROVIDE Q APPLIANCE PROTECTION S4 C WHEN REQUIRED PER FBI-, S3 LIJ p z H1 O W/ USP L TA18 STRAPS 1= a ( CENTER D EACH SIDE OF ) WALL TO FLOOR TRUSS = _Q ABOVE @ 16" O.C. } LL J o W LU W GARAGE 8-8 FLAT CLG. A.F.F. U) Z_ O X CV J 0 LLJ I.- ZLd u C--- ----------------------------- I I 7 I I I _� - - FLOOR G.T. I j 8"x16" CMU COLUMN j I W/ 6"x12" ABO E K INTERGRATED INTO S4 TYP. @ WALL W/ (2) #5 GARAGE VERTICAL 1 � --------------------- _ -------- 1 16070 O(\VERHEGAD DOOR d' r 0 AC PAD I? CO - - i � � ALT - I I AC PAD I I -oo N J S6 TYP. @ 2-STORY -1/2 WALL A OR RAILING LID O PER SPECS FLOOR G.T. '.x4#2 SP ITIL I I 0o D I I O I I I I I I I I { I 1 I ENTRY 8'-8" FLAT CLG I I AFF I I I I 1 1 I I - - - - - - - 16'-0" 1, 4„ b.. 4'-8" _0„ 64" �I 12"x12" CMU w/ (4) #5 VERTICAL OPENING PRESSURES ENCLOSED - EXPOSURE "C" AA +29.7 / -32.2 © +29.7 / -39.7 OC +28.3 / -30.8 D +28.3 / -37.0 0 +26.6 / -29.1 �F +26.6 / -33.5 GC� SEE SN SHEET HC� SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED, THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 182X252 S.H. 13 20X381 182X374 S.M. 14 20 X 50 g 18 2 X 50 S.H. 15 20 X 63 181 X 6212 S.H. 16 20X72 181X712 S.H. 11­12 271/4X26 26X25Z S.H. 11­13 271/4X38 26x374 S.H. 1H4 27aX50e 26x50 S.H. 1H5 274X63 26X621/2 S.H. 1 H6 27 1 X 72 26 X 71 1/2 S.H. 22 37 4 X 26 36 2 X 25 1/2 S.H. 23 37 4 X 38 8 36 1 X 37 3/4 S.H. 24 37 4 X 50 8 36 2 X 50 S.H. 25 37 4 X 63 36 2 X 62 1/2 S.H. 26 374X72 362X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 2 WIDE S.H. 32 54 X 26 52 2 X 25 2 S.H. 33 54 X 38 a 52 2 X 37 4 S.H. 34 54 X 50 e 52 2 X 50 S.H. 35 54 X 63 52 2 X 62 2 S.H. 36 54 X 72 52 2 X 71 2 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 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) -1 314" 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 Wt 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 FIRST FLOOR PLAN -A General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302,5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST LIVING 728 S.F. SECOND LIVING 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE 1 LIVING) e+n Q N " M 'o Ica I? W o to w ,cM.a m �o .. 'tn .= !V y- N O �p 3 =' d o .5. � o _ Cy I �4 N'� o• ^II�\DLO i0 To the best of the Engineer's knowledge, information and belief, e structural plans and specifications contained within these the aura p a sp 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. th W d �€ 0 0 co 8 0 ® 0 � 0 a N r 00tq ) in � N M v u J C tL JLLi� w a Z o N V .`? ho�cc w W in 0) m () Z J e'g z N O U V W83 o❑ r - N 3 o g N _ I - N 2 VQ) u �P_ LU C' cc t` U 0 ru g V) c w �V) X_ C) 11J J r _ E s 8111111311111111011M (� J O N Q 2 6 O Id sm lIllilliIiiiiipi o M a w Z M J ,- w o ¢ � E O E U <= o, 00 z H _ O E O R0 a ao o 0 1zz wo J t <o m0 0 fn C o U O, Z , _ J N0 �m Q W �z Cn 2 �2, Zz 'o y� Q > 2< mW O OV w4 a ,3 zl'. 0 O Q i e > U) � 0 0 ^, L CO Q z to m L / O '2 h M -0 co fV Q CD -0 � N Lin �--' ce) E Z M N o Z E (D 0 c a E o .. 0 °a a d 0 JOB NO: 22-12352 SCALE : AS NOTED SHEET NO. ■ 3/4" PLYWOOD DECKING--, FLOOR SYSTEI SIN •-!N T CONT, HANDRAIL RETURN TO -WALL DETAIL SCALE: NTS MIN. (3) 2x STI @ END OF LA'. BELOW HDR. STANDARD( STRINGERS SIMPSON A3 MP34 CLIP Ti FLOOR SYSI LANDING FIR, (2) 2x H REQ'D ( LANDIN STRINC CONNE STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS W/ 3/4" NOSING 42" KNEE WALL WITH 1x8 CAP & CASING USP MP3 CLIP EA. STRINGER TO BEAM/ FLOOR SYSTEM TYP. 16 ` 15 36" H. CONT. 14\`, GRASPABLE , 13 ` © RAILING CY) 12 \ j \ I 11 10If 1 ~01 I � I 1 x TR EAD 10 LoIf�o (TYP.) 9 ► 00 = I r STORAGE 8 UNDER 7 STAIRS 6 ` I 2x FRAMED 5\` WALL 4 1x RISERS 71 (TYP.) 3 2 2x FRAMED (3) 2x12 WALL STRINGERS 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 16"o.e. AND 3" FROM EA. END. TYP. STAIR SECTION SCALE: 1/2" = V-0" L SEE PLAN FOR LANDING DEPTH 1 PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1 /4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH 42" KNEE WALL WITH 1 x8 CAP & CASING 0 1 x8 CAP & CASING 9 M v 0 in 1 TYP. @ D2 CORNERS SIM. W/ (1) MSTAM36 STRAPS @ BASE TUB/ SHWR TILE TO 7' A.F.F. H1 k N DRYER VENT THRU SIDE WALL- ) J X N HANSON BOX @ 36" A.F.F.--/ T WIRE SHELF a, @ +54" A.F.F.. ©1 TYP. U.N.O. &D2 --- Sim. W/ (1) MSTAM36 STRAPS @ BASE 1anr RFV in 12n 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 M>9'-01" 2x6 SYP #2 16" O.C. WHEN THE TOP OF WALL IS GREATER THAN 9'-9% THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" 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- 1 1 25'-0" I I I 1 I H1 1 1 I (L-­1 6CA 2 25 H I 60" X 36" SHOWER FIBERGLASS goo W1111, . f I� TECH CENTER 7'-9" I. 5-11" j 5068 BF I r I r rl D. AU N 1 12114114 ( ' I0" FLAT CLGo TILE I3'-11" T- 10" 5'-11" W. 00 CD 7,17 N * H1 0ED J 3 B TYP. S6 U.N.O. 25 H EGRESS* OWNER'S SUITE 8'-0" FLAT CLG. CARPET - G.T. - 0 - BEDROOM 4 8'-0" FLAT CLG. CARPET 0 �-1/2 WALL OR RAILING PER SPECS 2668 11'4" 'cf 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 3/4" X 91 /4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1!2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED "* SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR EXTERIOR WALLS WWII SIM. W/ (1) MSTAM36 STRAPS @ BASE J S6 TYP. U.N.O. SIM. W/ (1) MSTAM36 STRAPS @ BASE OPENING PRESSURES ENCLOSED - EXPOSURE"C' +29.7 / -32.2B +29.7 / -39.7 +28.3 / -30.8 +28.3 / -37.0 +26.6 / -29.1 +26.6 / -33.5 GC� SEE SN SHEET SEE SN SHEET 1 �.Q MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18' X 25 � S.H. 13 20 X 38 3 18' X 37 4 S.H. 14 20 X 50 a 181 X 50 S.H. 15 20X63 181X62' S.H. 16 20X72 182X71 S.H. 1 H2 27 1/4 X 26 26 X 25 z S.H. 11-13 271/4X388 26x374 S.H. 1 H4 27 a X 50 s 26 x 50 S.H. 11-15 274X63 26X621/2 S.H. 1H6 274X72 26X711/2 S.H. 22 374X26 361X251/2 S.H. 23 37 a X 38 � 36 2 X 37 3/4 S.H. 24 37 4 X 501 36 2' X 50 S.H. 25 37 4 X 63 36 2 X 62 112 S.H. 26 37 4 X 72 36 z X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 1 WIDE S.H. 32 54 X 26 52 1 X 25 z S.H. 33 54 X 38 g 52 � X 37 4 S.H. 34 54 X 50 5 521 X 50 S.H. 35 54 X 63 52 X 62 S.H. 36 54 X 72 52 X 71 z S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H, Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches, The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding '/2 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shail not exceed the smallest nosing projection by more than 318 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed 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. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND ITT-I-T-I�I MASONRY HGT. @ 8'-8 A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST LIVING 728 S.F. SECOND LIVING 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) SECOND FLOOR PLAN -A SCALE: Y4"=V-0" � ev a cu -es ® LLI C M fJ N LL_ - - Q ' N �C at ru '5 M 40 c.� rr °ASE o `( T Q. �'�ia/ pl4't I l d l tl't�\11'►�,` 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. 0 W d E 0(0 0) (1)^I­a id M v LL V- J ll. CL Z s m9 _ W _ N o 0 0 UM- T m N M Z H Z - O U 00 W ❑ ❑ cn M � Z N O N o� <s : ti Z QA a V 0UJoMA 1N ' ;t �y N ( u W_ A .....,.. E e aUP 8 I ZZ0 i 'I >il Ylr 4gi 0 4p o Cl) w Z Zd ro o � c6- E o o° Z® (O OX. U O O a" ¢z ttZ wz CV o ¢ w L ra C ^ N a z OY m o O� cis J m M Z s� 0 wLL o g a ci �� mw o w� >o � � zd a= RC) m c` c� � M � a O O � n 0 `. i U V LO %%�Oo 0 r''\ CV) co N p r N Lo r Q C r ,_ M CM iri N o Z Z E 0 m ,- c 0 E U 0 a � Q 4 c JOB NO: 22-12352 SCALE: AS NOTED SHEET NO. 1.2 00 12 5.0E- FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS r- - RAISED BANDS OR FOAM PER COMMUNITY SPECIFICATIONS 2ND -----------�---- FLR CJ /WEEP o cv ---- — ---- -- -- -- -- HDR. ------------- — — — ---- — ------------------- n IF] TEXTURED ��� M rl 17=1 F=7 0 SCORED CEMENTITIOUS STUCCO FINISH ON ❑������� r` T N CMU (TYP) - 4" N FINFLR_ FRONT ELEVATION - A SCALE: 1/4" =1'-0" 12 FIBEREGLASS SHINLGE INSTALLED 5.01— AS PER MANUFACTURER SPECIFICATIONS EXTERIOR PLASTER ON FRAME 9'-0" RIDGE VENT — — — — — — — — — — —+ ----------------------------- 12 CJ 25-SH CJ 4.01 CJ/WEEP ------A-----------------------------------i----------------__-------------T---- TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) 12 14.0 RIGHT ELEVATION - A SCALE: 1/4" = V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C, vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange, Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches, Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 c� d =6 N >w IN .rN 15 go W i •per) O � go W/V SE I ® tZVI��4� Ey5,S 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 sea[ is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. iY E 0 8 0 0 .00 0? L M 7 C: -J LL W u- U_se /Q d Z J o _ W Ma N xf @ o ho�c Crn m Z 05 w Lo M Z Q J N O U U W ❑❑ � N O z � o ti V)C1 v0 o a u 0 �.. J qUMINL1J t N O N E 0 0 ®Q o co J w Cl)Z Cl)o za 4 � Q- E ® u zo 0 sLL JI Q Z® m � L)0 �U O E ao o< az NZ&a a; <o m0 ro C z U o 0 oa Z 5°v N Q U ?' w� �< ao a rnw Y� �— � o w ;o o v M b0 03 c Q 0 N > U) rn i M c ~ co O cc � m N I— �✓ O 't7 L 1 M .t] coN O CCU t N Lo r Q (0 U*) r M CN o Z O E U) T a _M �? JOB NO: 22-12352 SCALE : AS NOTED SHEET NO. 2.1 3 FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 4.01 --------- ---- +r FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS HEEL 00 T 12 5.01 4' PLASTER ON FRAME zo-on ��-ter 12 J 14.0 2ND------------------------------ - �- _ ,_____ FLR ----T 1` - - ---- 35-SH ----�--------------------------I---I- 6068 SGD NG TEXTURED F, CEMENTITIOUS FINISH ON CMU (TYP) REAR ELEVATION - A SCALE: 1/4" = 1'-0" 9'-0" RIDGE VENT TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) HDR. 12 % 14.0 2ND ----- -__ FIN FLR LEFT ELEVATION - A SCALE: 1/4" = 1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U,N•O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SNI for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.xl-1/2" long (3/4"A" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" Q.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 e•� 0 7 W t� O o .� cc l l d it llyO�J�� y4�����,t"iiiil �N4P� •NSE• •.,fin, &T •� < •� 03 F r S C 5'(A �4 OFE /SIO 114,t l/t itSilil'�\������� 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. upl ® ti0 (0 E O N 8 p 04 .0 'No 0 Y S � 1% 19 C t',O— r�L m� u_ C J U- W �� o — a a Z m c v LLt Z IL IL yya 0 co N � °) °) m J LO M Z J a N O U 0 0) Z W ❑❑ r � N 0o O C N � � N r` M v(LL aJ d f`j 0 m w JW& V) �N � in INSLAl J a— — E 8 c �••.... M, Co < ®® �m o M M a 0O w Z G � cc f6 E g� UJ as Z® � t— O E N o Q az a °0 o 0 a, t o <o r w� Zm rg z U m o 1 Q W N Cn j ? < o Q z Z O 0_ wLL a W 0 oco w ilo a c 0 0 > Lo rn ns y- � CU co 0 i� 0 Q 6 tB 0 'Cr vJ o m L +� LO 0 -E t\ C0 ,� CU N 0 r Q ITT N Lo LO r- E w M N o z z E (n, c a U .°J JOB NO: 22-12352 SCALE : AS NOTED SHEET NO. 2.2 -T-,-—i-nu- _- I I I I I I i 'i I-d.I i 1i1;J U11l, 1 t Al d: ,,J I I ELECTRICAL SPECIFICATION 150Al2 INDOOR PANEL CCENTER NOTES: 0 #14 to lights & outlets NEMA 1 10 #12 to appliances and GFI ELECTRICAL CONTRACTOR 20AMP/ Zoo AMP b #10 to WH MUST VERIFY WITH THE 10 #8 to Range SPECIFICATIONS FOR THE TYPE 10 #6 to HVAC OF FIXTURE TO BE USED, LIGHT FIXTURES SHOWN ARE FOR METER LOCATION PURPOSES. MAIN 150=2/0 200=4/0 in 2" Conduit 200 amp 150 amp GENERAL ELECTRICAL NOTES: 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 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 WEATHERPROOF DUPLEX OUTLET FW.P. GROUND FAULT INTERRUPTER DUPLEX OUTLET P�ETG. HALF-SWITCHED DUPLEX OUTLET I� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ?4. FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE O RECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS 45- TRACK LIGHT { FLUORESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) Pe PUSH BUTTON SWITCH (OPTIONAL) �[]BD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) a TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) N 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN C� J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR r J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT UNDERGROUND IDisconnectl SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING © #4 GROUNDING WIRE TERMINATION PER 71 WITH CODE APPROVE NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. 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. DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS — WP GFI I I V DFI 14L \ I DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS — AC PAD WP GFI DISC. A r - �—i--- t DINING IIG T AS PER ` Me SPECS I -1 5, 0„ LIGHT AS PER SPECS j PENDANT -i LIGHT PER SPECS l! �-Q� i GREAT R M GFI1 I _�GFI 'r\\ 1 o l U.C. OUTLET FOR OPT. - Z - I I GF I 6/ FAN/LIGHT j! I SWITCH FOR OPT. CLG. FAN/ DISPOSAL ,LIGHT PRE -WIRE GF I 1 I 3r .a N 1— -7 U.C. OUTLET SWITCH FOR DISPOSAL SPEC 3 & 4 KITCHEN_ SCALE: %4"=1'-0" GFI @ 44" V, UIIY t: W.H. � A.F.F. I -{- 0 ! — zp' O Z \ a °" a ! I I• �� �oil y ►- _\ WP DB t}i_ U LIGHT AS PER SPECS GFI 1 I I > LU \GARAGE GARAGE / GOOR 1 __ ENTRY FI ------------------------ II IRRIGATION GFI ' I -------- @44"A.F.F. r ■ --- ---- , I -- I I � I COACH LIGHTS OR PREWIRE AS �- PER SPECS -� r�__-=-1 11 �I ALT II I AC PAD I I RECEPT. FOR ALARM SYSTEM PROVIDE PHONE / CABLE AND OUTLET AT TECH GFI @ 44" A.F.F. ---------------------I I I I I I 1 I I I I I i I I I I I I I I I--- - - - - - - - /� WIC T I I 6�: 4 !s=___J L------ - OWNER'S SUITE OPT. CLG. FAN/ r LIGHT PRE -WIRE I � I I I I I I 1 I I I I I I I L.------------------------------------ J n VTR 3" VTR III, -1+1, I 1 1 I I I I I I � 3" VTR III- I � I I I 3" PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER ELECTRICAL PLAN -A SCALE: %4"=1'-0" N 0 c a LLj C= - Fm �c ca c y Vt, Q I= m to to C w N N 0 N L0 0 N 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. co W E �8 O N o 00 0�0 N n fri v Ji rNi C J LL W V e� V Z 13 J LL W a —v a 4 m c _ ca O M= W .= O 7 f0 N *,L ME W mm Te (0 T . m W � N Z ¢ t-. NLL ." O U U OU U) W ❑ ❑(D o S z o ¢ a: V) a 4-1 u) u- � .W U 0 V) V1 LUo � C3 c 8 EMOM V I z U 0 ®Q o w MZ Cl) Zo e U- as E wo >� Z O v �z od m _ 10 U ¢-O 000 O O E N ro �o x a Z Z to U) C Z OY U F p out Z QW I � aCn �z 2 CCL oa LL aO Z U <° O� F� 'S o �w woo 01 CD c� 0I< o .o =C) _ > Lo °3 01 ca c� CIO CO r. CU o Q C O co 0 U)U in N � � 0 N C7 .Q n N Lo m coiri M N 0 Z Z E r iti c c E a Gi c a U ¢ p JOB NO: 22-12352 SCALE : AS NOTED SHEET NO. 3 11-T— ice(•, f 1 7 .. i`,F 11 11 ai..1 i..6 W,.,1 11f it10, it4li4j.0i1 A, i .I.. S: i - �F— --T----]-F - 1-. r `i- I - I � II 1 �_ 1 - __7 ZONE-2 ATTIC S P� 60 SQ. FT. i ) ) ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 0.0 0.0 Floor 97 93 13 47 3 23 0.0 0.0 0.0 (Zone 1) Main 0.0 0.0 Floor 60 58 8 29 2 14 0.0 0.0 0.0 (Zone 2) Upper 9.0 1.0 Floor 1071 1028 147 514 37 257 273.0 (Zone 3) 135,0 138.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN -A SCALE: %4'=1'-O" cv cm ~mot CM U :+ >, W •� I, sn ca o N) N cg. ry o ca e) ca M tj t,' N >� o� CD CD L.•••k,� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. V) W v E O N 00 0 00 q N OhD n '� ♦p N co '! L1.. C I LL M -, iJJ co LL V n 4 � 75 Z C d. L N O cum cc r O N U)ox m wz W L N Z N OU U O W OD 0 co N ch O 4QN � 9(0 Q r WU) M � � v � o �4--J w m 1� 0 cat o c LU N !J J E (0 i i Elm ®Q N m e 0 Ah.j PO w co M ¢ a z � a E O � o p° wz >ry Z' as I a _ � o O o E 04 a Q= ¢ wZ =:, U) -cu O1 U o O O LL Z z Q W N °off ao Q 3 �w o r � -ice =r C— 20 , A LT � 0V Si ,o ` > Ui .J O � m C� CM co a O O e co CD V, o N m 4_0 O M co N O n N Lo E C M 04 Z ca f L C E p C d C� J Q J JOB NO: 22-12352 SCALE : AS NOTED SHEET NO. 4 d 1111 .,...I i 1 611 fl I l III 111Aid1l0.11 K06 111111011111s 1 ,-.eF i� I I T I I T - 7 i 25'-0" WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB #5 CONTINUOUS • ` � . ' .- REINF. SEE FND. FOR 10'-0" 13'-4" UPPER 1/3 OF SLAB THICKNESS WHERE QUANTITY OR FIBERMESH SHOWN ON _ REINF. SEE PLAN. FOUNDATION PLAN #5 X 25" X 25" CORNER T-4" BAR ONE FOR EA. 1'-4" HORIZ. REBAR, TYP. 2'-0" x 2'-0" x 1'-0" 2'-0" x 2'-0" x 1'-0" ° U.N.O. L w J �; ; ' ; W/ (3) #5's E.W. S3 ( } "*Alternate: W/ 3 #5's E.W. The reinf. bars shall be P. cont. around corner by cold bending the bar w/ min. bar lap of 25". o CONTROL JOINT DETAIL I 1 TYP. CORNER BAR DETAIL 0 2'_0f' h -4' 6'-8" c ; � 1_4,11 3'-10" 5'_2#' [4'-8" o SCALE: 3/4" =1'-0" c°7.' Zo SCALE: 3/4" = 1'-O" 1'4"� I I M �PA I I • • • ll all Is I 11 ALT _I I I I AC PAD 1-----------------J------------------yl --- TYP. @ I PROVIDE: 1-1/2" RECESS S6 o I F R SG DOOR. REFERBASED ON 2 STORY HVAC CHASE I j TO MASON'S SCOPE LOCATION III I F RWI H I � I II I 11 1 0 1 T INDICATES FILLED CELL W/3000 PSI CONC. GROUT I I I FROM FTR. TO BEAM W/ 1 #5 1111 - J T C.J. _ _ REBAR_VERT, ABOVE SLAB. �L TYPICAL @ALL PLACES _ 1 I S6 I t SHOWN HOOKED FTG. !1 TYP. @ I DOWELS 17" EMBEDMENT 2 STORY I r- - - � -(--3W/ 25" EXT, ABOVE SLAB j I 11 1 "GRADE 40 STEEL" Iill co I L___JI I 11 1 ■ a III l l I • E]I I 1 I I '-'-' � I I 11 I tall I 11 I - z I II 1 yr ILI 3)" MIN. 3000 PSI CONC. SIB#kB I 00 `) FOR HERNANDO COUNTY ONLY C° LO I 3Y2' MIN. 2500 PSI CONC. q(AB OVER I 6 MIL VISQUEEN VAPOR BARRIER • L _ _ C.J. _ _ —J L 2' O" 21- 11 51-31, 15 4' I I I o 11 1 4 r 0'-0" ELEV. l i I o PLUMBING LINE TO --T ----�� 1 SECOND FLOOR - --- � --' - FIN CONC. SLAB! i I - ll I 1113'-0"x3'-0"x1'-0�' C0 LZ-0�'x2'-0"x1'-0" W/ 4 #5 E.W.o I 10'-7 1/2" / 3) #5 E.W. 14'-5" 1 I O o - I ih I I eh -3 1/2" - 4" STEP `? I I C DOWN ea �fl 1 S6 17-1 11 S3 MIN. 10i' 6'-4" I TYP. @ 0 K _ _ I 2 STORY ---- I • • jBUILDER TO PROVIDE I 10 (APPLIANCE PROTECTION a I I TOP OF CDNC.I WHEN REQUIRED PER FBC 1 o I REC SS FOR FRT. DOOR 1 -1 I PAVER TO BE 4" v cn I PRO IDE 1/2" x 91/2" 1 I 9'-4" 9'-4" I i BELOW FIN. FLR. -411 C.J. Q I N I I 1 S3 I I d o 00 2111 TYP. @ 1 f � TYP 3@ 1 I 2'-6"x2'-6"x1'-0"I 1' 14" ENTRY O r SINGLE I W/ (3) #5 E.W. C1 U- STORY j j T "' • rI j r (2) #5 VERTI ALS c.z 0 W/IN FILLED Ira O i J i i 10o HB I en-0"x5'-0"x1'-O" O L _____ ________ ______ _____ __J W/#5@81,O.C. -1 • E.W. 16-811 '-0' 18'-8" 41 614 1 25'-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 0 LO IN U) 0 N O z 0 0 u— T FOUNDATION PLAN -A SCALE: Ya' =V-0" c� M Im o W •nr U— > W 0 •o m >«C iC G >r to N � Y fS N rt C.i Of C L M 6 C tiui ,a cab \ '�,fOESSi0ar��`o, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N v E 0 0 M Q U I'll 6 a9 0 qv 00 a N 0 N � N It fe%/S M z52 v y C J M W u- J u- 5 (L m c� ZCa 0 'Fu x Al 0 M °� 9 lib c.7 °' M Z � M Z J r (n N z O U L) � W LJ ❑ M N M� O O � N 7` a — N M L w m a :W oLU9 Ly N � r v � SOLLB J U ,— EEAVEMENEM c4`"• l� ®Q m 0 N m o O J w M w¢ ZO z Q __j U- E Zz QO � N aN c6 Eca 2 0 iQ _ O N K 0 a� aaz 0 00 C, 0Q az Q w2 Y m 0 0, Cz J N oW 5zz � a V 00 oz a mo a CID �i zl¢ o0 3 0 © _ LO ON m c� L M A CID CIO C) d CO m N L (7 CO N Cr) Lo r Q (0 L) T ai T M M cN o z Z E Q f m m Q. E N U Q 0 c -i JOB NO: 22-12352 SCALE : AS NOTED SHEET NO. 5 ) TYP. @ CORNERS SIM. @ CONNECTIONS SIM. @ CONNECTIONS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft 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: 7/16' EXP. 1 CY16) or 1%2' EXP, 1 (32/16) TILE: 1%2' EXP. 1 (33/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (272" x 0. I a I) NAILS OR ASTM F1667 RSRS-04 (3" X. I eV ) 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. 2x BLOCKING @ 24" O.C. MIN. (2) STRAPS 2x BLOCKING LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE LOW ROOF TRUSS W/— RAISED BOTTOM CHORD EXTENSION SEE TRUSS MANUF. SPEC'S FOR CONNECTIONS TO G.T. SECTION SCALE: 3/4"=1'-0" a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] 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.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. (2) 2x6 BLOCKING UNDER 2nd FLOOR WALL w/ SIMPSON LUS24-2 w/ (16) 16d NAILS AT EACH END BUMP OUT/ 39 PLYWOOD FLOORING FLOOR G.T SEE PLAN 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 -1 Od 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 1 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H 10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 -1 Od x 1 1 /2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 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 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** - 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 1Od x 1 112" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ ( 2) 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 "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" $P1 555 535 10-10d SPT22 735 8-10d SP2 1 1010 605 12 - 10d SPT24 1090 1 12 - 10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12.02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W13/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+!- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS, FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (6) 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 1 O 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 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW, TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY :ARRIER FX CONT LEDGER A)~ SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN -A SCALE: %4"=1'-0" ,t J: JCoo! O Q, ' Y CD ,-o Quo Uj f: ca s3 r� ry Cj C,4 v c� "'4h- [W O cc Q: C`) Ag" ' m m M � ss VVA ''•� �� ••emu •N t ✓b. OFF. L I'f.14 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 8 Q 0 N p 0 co `c°4 co a) � intirZa 0 U®i wL M u. C W w u ®A V Z C134 Co tL a- w V LL CC 1111111111M .G N 3 Y " o '@ N to 0 W W TC73 d m W Z IL �p o � N Z < F-- N z O U 0 C00 nn ❑ ❑ Z N (!) O dd Q � sue. v� w I M 9 � a--J sn ua � IL •�+ U O N w o �y N r— s c� k--- _ E — e— Z�9. 8 r U a y U) e ® 0 r� o � z C7 0 z¢ c6 E F= 2 a� } N z ¢� ze t6 V o� 00 ~Cl �0 00, C:,E CV ro L ° ¢ oi ¢ aZ W w� ( o z Y U m0 Z — C -a 2 �m Q Z �z to ?�, N sZ � oLL a �nw () O 06 — o w >0 ¢ a 3 O C O T i > LO J O c� s- M CO p Q O ,-. a U 0 N L m W -o CM c N C) r- N Lo T ce) Lj T m M M ` iri N o Z Z E T C 0- U J Q m —) JOB NO: 22-12352 SCALE : AS NOTED SHEET NO. 6.1 :ruu,a.�r��uJlu�isJr�JSnu, r mnu Er,i.j,l,r,ii'd i I 1iur 1 1 1 I (D(2) — TYP. @ HIP CORNERS I -----------------I I I I I I I I II TYP \ "" / I Q 0 (Ey TYP. V U U I U.N.O. I I I I I I U------------------------------------� M U ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT S 25 ft AND SPEED (ULTIMATE) 140.0 MPH AND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WINDAREA {+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 ' GABLE -38.22 -38.22 -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: Y16" EXP. 1 e%) or15/32" EXP. 1 (3�116) TILE: 15/2" EXP. 1 eV16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/" x 0.113") NAILS 2, WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. HIP ROOF >20 TO 45 DEG. [4:12]-[12:12] a=oft 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 1 112" 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 1 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 `* 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** — 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F wl (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 w1 USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F `N/ (32) 1 D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1Od x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 1 605 12-10d SPT24 1090 1 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 680 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12.02-20 LOADS -- ROOF = L 1360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION, FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+1- 6") "FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (* ). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO, PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED, FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS j (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. ROOF FRAMING PLAN -A SCALE: 4"=1'-0" (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS en evt ¢% Q C3 L.L9 a c� c RCID 14 m Y s 3b cu a=� a a... m C m c CD .14 0A 0* py � FLOt�;� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentiai 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W v EE N p 0 y Co N_ W n co0 # LL Q q L� -j W J LLLL IL CN r; a rn a Z 13 O s � ro N� O �Y W 45g°)rn m w z CC)u') M z L op N zLL U U W O 13 C, CID (D e N c� Q) 0 O T � ll- W m U O WLn $ ��•• c W J F- - E all L 8 EIS... z l" {i ) oO c u) iu N O e ® Q ti C w M z z U_ zo K ZZ� Q O V oa CU oa w- 41 o E O N C14Z. N = a ¢ aZ ww � L (� C ❑ zz p Y U m FO z LL Z ¢ Qw 2. fn Z Z aBOB z r� _W V � ao Jw =� o w� >° v z< ar O C 0 i > LO J O c� CM co co CDco 0 I— 3z m ...� 0 -E r_1 M N CO I\ n N Lo r Q C r m w M ` M/•� iri N o Z z E "N T f0 G N rl U 0 Q O JOB NO: 22-12352 SCALE : AS NOTED SHEET NO. 6.2 GENERAL INSTALLATION NOTES 1, Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / . O Sae vertical load Safe horizontal load \- GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 1 B/l T 8F40 1 B/1 T 8RF40 OB/1T 8F321 B/1T FORM & GROUT SOLID o �W 07 #5 BAR CONT. 8F 12-1 B/1 T Q "Y' LINTEL DETAIL SCALE = N.T.& p IMEMO �� 2, IN F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J w J _ 8 F 16- Bf 1 T U a a z i" � m z tNOMINAL. t QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS c precas mtels = 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. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #S (1)REBAR AT TOP ALTERNATE POWERS MIN..(1) REO'D G n -1/2" CLEAR STEEL LINTEL O e G .M.U. #5 REBAR AT TOP n` A MIN. (1) REO'D Q 1-112" CLEAR C C 5'-4 a a GROUT n �O ' 5 REBAR AT = N U) w - n BOTTOM OF rn ? w w O - 3'-8" ILL O LINTEL CAVITY � O FLu Lu OTTOM REINFORCING PROVIDED IN LINTEL U O Lu Z ¢ ¢ Ci Zi Z LL 6 w n ¢ _' Ci a 5 5 REBAR AT BOTTOM AS INDICATED 7-5/8"ACTUAL 'NOMINAL WIDTH (VARIES) U)� Ir LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION MIN. O 17'-4" LL F 4'-6" LL O 4'-6" LL 9'-0" LL LINTEL PLAN -A SCALE:1/4"=1'-O" c. �i 7 U_ c in- c C= its :a+ c� e� N ' Cu E O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E N 8 0 0 ,(D CA N N_ W 0 N r N N) v 3 " z N c 0 d r LO N Z ¢ IL W U) I M N OU W o0 M N �Q 0 � to v cl- r V) o° i.ra o 4-t cn 1L w � c CCU a U � � O s-u o N � N us.r m aim- m E c l 07 m N 4 - ALA �W rw C" M M az zos Z z¢ tl 0_ E o � � w= Z o z; ❑a IC X O �a 0O o C Z < = O I W W ¢� . PO z U .0 z t1f N m Q W F� w On � z O U CL 5SS ? � ¢ 0 a N 2 ao °Z F =3 w< >° o co zIa a 00 3 �O 0 = J O 0 N L' cM c0 co O pcc C Cr O a �! m s N LO `-- O M ca N CO (0 Q�� � N Ln T ` LOCD T E w co M N o Z Z E O U) T t6 m E v °•' cc 3 a U _ Q p JOB NO: 22-12352 SCALE : AS NOTED SHEET NO. 7 3 v, J w I 53 <C to ID rn CD h a J N i N L v vv 0 rn 0 0 a E E v N a� LZ U 0 vI .o a c a U m LZ N LO v C) 0 a- 0 L Ln LO S m c 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)15TH EDITION. 1. 1, 7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1, ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. R U CTU RAL NOTES 1. 2. 3. ASTM C270-14A, C50-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2. 4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1. 2. 5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. (FBCR) 1.3. SHOP DRAWINGS: 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 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS INFESTATION. DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS 1.3. 2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO TRUCTION. THE COMMENCEMENT EMENT OF CONSTRUCTION. S AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL 1. 3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B SUPPORTING TRUSS MEMBERS. REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SBX) DOES NOT. 2. DESIGN LOADS 2.1. DEAD LOADS: REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS 2. 1. 1, UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF (RE: FBRC R308.4) 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1), 2. 1. 6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2. 1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF EXCEPTIONS: TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI BOTTOM CHORD: 10 PSF Z97.1-14 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF R308.4 HAZARDOUS LOCATIONS. 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 THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 2.2. 7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF ASSEMBLIES. 2.3. RAILING LOADS: 3. GLAZING IN STORM DOORS. 2.11. 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 4. GLAZING IN ALL UNFRAMED SWINGING DOORS, DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 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. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. WIND LOADS: 2.4. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 2.4. 1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 2.4. 3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES GLAZING. THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL LOAD FACTOR DESIGN BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 3.1. 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 Yz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3. 2. 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.11. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3. 2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1, ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1, 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1, 4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" 1 y„ Y4„ CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4. 2. 3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 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'S BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fe = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1, INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric paner' 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. i systems including all risers and 3. Irrigation/grnklersy m d g se„ spray heads shall not be installed within V-0 of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, forms etc., shall be made with permanent metal or plastic forms. Permanent must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - ncrete overpow and mortar along the foundation perimeter must be removed before exterior sofireatment. 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 vertiT1 chemical barrier must be installed after Any disturbed construction is complete, including landscaping and Irrigation. soli 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 buildindepartment by a licensed pest control company before a certificate of occupancy will%e issued. "The building has The certificate of compliance shall state: 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" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE / , 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. �e 13Jt c;�mx = u- ci- �, y 9 o a� L sy Cc C L xttllll!%ar/ 0.`iiiiN�llti��iFii '//j1j `N°y Raw �`'X N .. t dero GS 4j1.,r/�lii6ililltt�`�i�iiii To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 114 d p� o V W (0 N ti w (0 0 U)r-�� ifJ ai M v '� u Q - u -j w V fl co52 Zm c a ,y C,a t5 `° " `° W 021- m w L WLL Z CD N Q F 2 N oo 0 W ❑❑ n M � N M o g N a `� a J r.. E3 -'- M V) z Q� C.ar 4-J o C v � LLa c' U O o LLJ � v f w � E wig S , I z� L 0 ¢ N 14 406 W M Cl) n¢ 0 Z (:sE a0Z" ES <�W� CU CU r6 CL no 00 o B a< <z °< �< wZ CV o as o ff L Cn O Y U m 0 °I Z ^ <� �z w 80 ¢ d �M 00 < 0 OU �t zla a c 0 0 Lo J 0rn cm m 0 ^' W �- M � C:)C:) Cj - co 0 U) m N I--.. C LO p '2 t\ CO� (co N O � h N Lo M M N o Z cc Z :3 N r E CO ccv E c 3 0- U � ¢ 0 1 JOB NO: 22-12352 SCALE : AS NOTED SHEET NO. S N J u., I M Q cn 0 0 01 N i V) rn c 0 Q 9 00 a) E rn C v t� U v v i N N O o_ O 0 0 J LZ F1 °j 0 0 d N oO N Ji c 0 m v THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4"-1" CROWN) WALL SHEATHING STAPLES @ 6" O.C. VERT BETWEEN L .l. rlax.. L ..... t . t .........L ........ t. i........ 16GAx1-1/2" LONG (3/4"-1" ..... . ..... STUDS (NOTED THUS:—) - OFFSET I I 1 I ► I 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 I I HOME H C G GARAGE SIDE O O O 5'-0" - c� STUB -OUT FOR 1'-0" 0 9 0 zo GAS METER 0 o � U 9 H N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" 1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'4" (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" Q.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 5000s 1.8l1.7 3/4" orp nel wood panels Two 3/4" wood panels or 2 x _ 1-1J8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber 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 a CONT. #5 STD.90° CONT. #5 HOOK BAR BAR #5 CONT. FROM CFOUNDATION TO HIGHEST --------- I BOND BEAM BOND BEAM STEP SCALE: N.T.S. 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 ' 11 OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small 2" min. 2" } gap max. 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit --- 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/PlywoodlOSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d Waits 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 Y" GAP @ TOP sides by 6". - Hangers with sides not containingtop t. WEB STIFFENER DOUBLE JOIST CONNECTION Birdsm uth cuts. - Birdsmouth cuts. 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 consideration. Check wall or beam below.* local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) �J Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (1 Od) nails at 6" o.c. j, �/ Provide adequate bearing J for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges CO 6" A 1Y" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz" Web Stiffener Fastener Schedule Joist B aring Location Series Depth I End Intermediate BCL5000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® 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 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90sO 11-7J " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer __,� Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or l beam below Load bearing wall must stack over _ blocking and wall or beam below:* — — Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — �' �;+ � �,2: ate. � Y`a � }d.�� �t3 ��T C �� � �^" .r..a�,,"�� '•*�°.t�'v.`"'� .� .�n�.q�����}P1x,+ � 5 Ce Rat' P' 'i,;& `ev �.�'� k�' 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. %" 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. Joist hanger SIMPS( w/(22) NAILS 1 5/8" Q THRU BOLT SIMPS( w/ (22) NAILS 1 R TRUSS OP PLATE TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) =1 11=111-111=1 I I ^ Nail with 10 10d nails. '�I �I I f=1 I 1=1 I IIII I — Install tight to top flange. SLEEVE THRU STEM a a.. I SEE PLAN FOR °• a . • • ° ° FOUNDATION INFO " 4' ' STEM FOUNDATION f— Filler block. GRADE _ MMKIE: CC= of AM \ 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 I Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange, flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist o depth I —JOISTS BUCKETS N.T.S. tV l� 1�f7/1JC 'F f-Vl� SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A e, (WHEN SIMPSON H10A e REQUIRED) w/(18)10dx11/2 NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'4" CENTERED @ PIPE PENETRATION 12" BELOW GRADE d �,iIIIll�ll PLUMBING LINE PVC OR SCH40 SLEEVE ... a N d!� d�I SEE FND. PLN. IL SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0"—\ CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE CO Z\4 A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE d d a' a d d d t4 , d X SEE FND, PLN. SIZE & REINF. a N N �yN V} C1 G (p Q d N �2 lE? 3 oz L IOUxW � V d i N C d f1 �` o,. ;`Nti�r�Z��1ttr�rrreor8p��, lbro he of 4. `�: ,s a 10 EZ 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. 0 l- a o E S o 4) W C 'co, co - LO 0 C co v L� a �u_� 3 w 0. �caa - co calzr9 3 W O'FUNtD Xs' N Z Q CoIL N OU c W ME] t, N M o g N � o � J V) N M a Oum a 4--J f'3 u, u� s � a t0 V O Ln U-) W oJAA w ru 1.i.9 J ki a Y co W Cl) � ti¢ 0 z Q u cd-QE 8 zo C-) >� ZB 0° Qz WX K O a� D O �U &< N L Q Z wo < W W tt� G y � m 0 o, Z� _ c N 2 Q W zz 5° Q 3. az mw �� mia� O v w, z°la o 3 2 0 �L J O m CU O C:) co /� I-4-1 ca a) i J � O 00 o cV Q I CD Lo e— Q � r a) E 2 = M M N o z M z E C) T_ U) m a E U _°t v '0 rj c c JOB NO : 22-12352 SCALE : AS NOTED SHEET NO. SN 1 I J e 0 0 h 0 J I V! qC, C O 3 Q N N _ E 0 U i a 0 0 U J N LZ N N L0 v 0 a a N to t S m v N ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 P') VARIES V/-2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 1U-0" (13302.11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905,1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O,C. U.N.O. 2x P.T. PLATE 1/4" DIA, X 31/4" TAPCONS @ 24" O/C & ._ HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 Y METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER D a SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM � I � D7158-CLASS G or H, or ASTM ' 1 = i11 I I-1 11=111=1 o° I �I D3161-CLASS F, IN _I IIT LlI III-� ACCORDANCE w/ TABLE 111=1 R905.2.6.1, FLORIDA BUILDING t =III L1=III=ll 1 I I E= ( I CODE 7TH EDITION (2020) _I II, li if I I] t1iTII 1I I1 RESIDENTIAL 8 ROOF SHEATHING- SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE \12'N.O. W/A HABITABLE ROOM I 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD, 90-HOOK (SEE DETAIL) 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 31/4" 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 0- NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE E , D 6 MIL VAPOR11 D 1 II-- _ = BARRIER 1 COMP. SOIL. (COMPACTED TO 95% - _�_�_ -IT 11= MODIFIED PROCTOR III II Tll'- I TIf ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1' -4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 1 4" V-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" PAVERS O.H.D. RECESS M SEI FOR REINF. INFO. 3" MIN. CLEARANCE 14" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS ri1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 5/8"OR 1/2" HIGH STRENGTH ----' \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH ____/ `-TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .} (OR / GYP. TYPE X M EACH END (WHEN PARALLEL) ABOVE SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ) ABOVE) S,P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES TOP PLATE SIMPSON SP2 w1 (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. x J SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'4t (R302.11) 2-0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR 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 EDGES, AND @ 12" O.C. @FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10) 10d NAILS x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND C7 ELEV. 0'4' (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C, OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 n INCLUDE THE WALL 6 x 6 W1.4 x W1.4 ° @ 24 O.C,) 2 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH ° z 31/2"MIN. 31/2"MIN, 4 � ELEV, 4-3 1/2" C — G o \ -�-D-- i ► ° q ° A A.F.F. o 2x4 CONT. w . 1/"•R,• :•-D ' ° o 11I-1°f=I I I- 3 41/2"(min- a ° - 312( a oo 31/2"(min. - 4" J-�-I (- 31/Z"(min.) . 4„ U GARAGE DEPTH VARIES a I =T.IF - i �I Mi 11= i I I — �1 I =„ n � ° '�=-'�_ (2) #5 CONT. 4" 11'-4" 8" (2) #5 CONT. 4 GARAGE SLAB AT STEP rB U.N.O. U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @STEPrcC SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ?cs' 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. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C LOAD BEARING OR INSULATION PER FBC AND ENERGY / cc 2x BLOCKING HORIZONTALL Y@ EXTERIOR WALL 8" C. FORM SUBMITTED WITH PERMIT /' NOTE: INTERVALS NOT EXCEEDING 1"x P.T.M.STUDU. 2x BLOCKING HORIZONTALLY@ luIr APPLICATION SEE SECTION C/S3 FOR 10'-0" (R302.11) d #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR G/S3 FOR ANCHOR c.t//I*,- "J" LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL N SP1 w/ (10) 1/2" GYP. WB (MIN.) @GARAGE SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" BOLT @ 24" 0/C W/ 2"°X 3/1fi" PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " (IF NO UP LIFT ON @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR WALL SEE GG/S3) (6)1/4"x3 1/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR 3500#, MIN. TENSION 2600#) *SIMPSON SP1 SPACED EVENLY FIBERMESH BAR Q BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N . W/ (10)10d NAILS N 2x P.T. PLATE WEEP SCREED INSTALLED w END OF 2" x PLATE WWF OR FIBERMESH M TYP *- ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR oIF L) D a GRADE �„ ' . D D ' ° J FINISH GRADE °O z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi [GRADE 60 MIN. Fy= 60ksi] a 0- - 11 I �° a D. p - 25" MIN. LAP [30" MIN. LAP] z > — — D' I i 1=1 I MONO OR STEMWALL o — ;D wI MONO SHOWN FOR CLARITY O° 6 MIL VAPOR BARRIER- o r z R 17/8" WFOOTING � #5 REINFORCING BAR -Iz I- I • � #5 LAP SPLICE (2) #5 CONT. it I1= NOTE: g -� — ; (j--Ii i !=1' 11= � TO D ® —T—I I - 36" MIN. LAP [36" MIN. LAP] ON 3' CHAIRS 8° 1'-4" 8" FOR BEARING WALL W/UPLIFT ONLY -i - , -.I I -, '- = _, �' COMP. SOIL. COMPACTED ( 95% MODIFIED PROCTOR ASTM t I ( I I1= I - I- --T�-� 10„ (TYP.) _ u - ,- II Il i ,III III- 1�- 111 11 ,.ICI (i�=ill_, �- Il _ - !11- ICI lil ,1i1 ,�I i -i D1557) 4" I �i1 I 14 i-„`I -r #6 REINFORCING BAR #5 STD. 90 HOOK it--=III- #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL w/ UPLIFT G SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" SEE TYP. WALL SECTION FOR ADDITIONAL S3 SLAB INFORMATION. SLAB INFORMATION. 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1,4 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH min.) 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS T� 4 AT 24" O.C. MAX. x CONNECTION INFO �N 4 ' - ° ° a GRADE SEE PLAN FOR °°=-_= __ - - _� TOP OF BEAM &LAYOUT DESIGN o d- 1I I —Ili —it I III —I ' d _ -(1) #5 REBAR w/ OPT. �- SEE ROOF PLAN c - - ° a 4^• 1=1 FI 11= (1= 11=1 I I I 11VS1E�E�N_ENCL05URE (2) HTS20 -' FOR STRUCTURAL N �, I)41 `� ' -I 11 11 �I BEAM SIZE & a4 I�-_- CONNECTION INFO M- MIN. 8� TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 P T 2 1/2" GYP. BD. T 2x4 #2 SYP P.T. FRAMING w/ ,�Tl-rr_ I SEE A/S3/ J/ S6 , MIN 7/16 O.S.B. SHEATHING �+P' g zz ATTACHED PER NAILING FOR REINF. INFO . OPTION #1 w SCHEDULE a SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. x HOLD GYP. BD. :� w COLUMN SIZE AND BASE 1/2" FROM SLAB o U.1 CONNECTION INFO. SLAB STEP & RECESS S.G.D. M 0/-011� A CONT, BEAD SEALANT SCALE: 3/4"=V-0" S3 BLOCK WALL BEYOND VT :. ° 4 INTERIOR 2X STUDS @ 24 O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE EXPANSION JOINT 4`. 3112" SEE DETAIL 16/D1 FOR w/ 1/4"x3"TAPCONS COLUMN TO PORCH SILL MASONRY WALL AND • . , °. AT 8" O.C. 13 O.H.D. RECESS GARAGE ATTACHMENTS & 18/D1 PAD FOOTING N FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -- CONCRETE NAILS W 1 1/2' 1/2 GYPSUM WALLBOARD U.N.O. ATTACHMENTS EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS 8"O.C. EXTEND FILL CELLS @ TO FOUNDATION PAD _ STAGGERED, FROM BOTTOM INSULATION PER CHART z SQUARE CMU BLOCK BASE, MAT REINFORCING, r ' _ PLATE TO CONCRETE CONT. FOOTING STEEL ,� ON FLOOR PLAN w_ � SIZE VARIES PER PLAN M .' .. - I 1=1 I d I t IN SHEAR 180#MIN. CONT. BEAD SEALANT > w/ MIN. (2) #5 VERTICALS, Z GRADE I (MIN, S E Q - -I ���[-TI - - - E _ > FILLED SOLID SEE PLAN FOR41 —111=1 I I O0 TENSION 120#) CONCRETE SLAB _ <r w ( w -, j- 4" r 6 x 6 W1.4 x W1.4 N w SIZE AND REINFORCEMENT) o = = !.I n t • ! r w .i -III w 1=1 I h I 11= «� o z i (_�FE WWF OR FIBERMESH M Cn 1= M w —I I �1I •� I=1 I G o w w F Q zd _ - -- A' BRICK PAVERS or SLAB PER o o = • • • - z_ „ COMMUNITY SPECS " cUn _ ° I TIco SEE A/S3 OR J/S6 -1 t ( 1 �I 1 I, , 1. t I II 6 MIL VAPOR z = - - - ° - - - 0'-0 FIN. FLR. -1 -= I 1 w I , l - - 11-= 111= I I - l ! :I I- ! i l�=' FOOTING BARRIER �I I -� li BEYOND FOR REINF. INFO. 3" MIN. CLEARANCE I I —I (- i = _� V-4" (1 ST RY) � I �I I " L ' • ` . (SEE SCHEDULE) ENT 3" MIN. CLEARANCE V-8" (2 ST RY) 4" 4° , .. ; • •F. CONIC. PAD INFO. °.y SEE FOUNDATION FOOTING WIDTH SEE SCHEDULE GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING rCD12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE: 3/4"=r-a' SCALE: N.T.S. S3 ADDITIONAL INFORMATION. e� 0 N -a �LU Uj U Gi n M �av m -a rc CC 4C! d G tB .4K. � M.CDto0 �.c •— ain c. E ;r �+r J L • •` •• 6 bAT \C)' CY To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. � E C,4 6 ro7 N � 0 to �rti N O to of cm c 1 G J LL W u 1 I L t1 W o IS @ CN O W 60 m Lu IL to m Z ¢ J 0 N d <0 U U W ❑ ❑ N a z o Cc l/�I%i1 � a W (D o l2 4.1 LU n N �y N C) _ Lu � r E I CO 0 Q OD Y �0 O mZ w co o U- ce E zo �o o y� < © u z a= z w� tca 6 XQ 00 0<z O O E a <z w U Z SS Zo aU °- Q a� wY �3 ;o Co �7 o z]< o� v 3 0 C:) L = > Lo J m f6 (D N M co co 0 cu 0 W U S N lil LO O L M co N NLb C10U.) r ui � CM N M d Z @ :3 t— E a E ci 0 JOB NO: 22-12352 SCALE : AS NOTED SHEET NO. S3 (MONO) SEE TYPICAL WALL SECTION — PRE-ENGINEERED WOOD (2) 2x6 OR (2) 2x8 12 TRUSSES @ 24" O/C TOP PLATE SEE VENT OR 2ND FLOOR UPLIFT CONNECTOR (SEE PLAN (TYP)SEE ELEV. SCHEDULE) 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL DOUBLE 2"x4" S.P.F. TOP PLATE (2) 2x HEADER TO SIT 3/4" FURRING STRIPS x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 7/8" STUCCO FINISH PER / STM 2 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" C. 926 APPLY 3 LAYERS W/ SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD TOTAL THICKNESS 7/8" OVER CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS METAL LATH, FIRST 2 LAYERS @ 8 D FOR CLEAN -OUT " O.C. OR 4d ❑ SOLID AREAS ARE 2x DEAD WOOD @MID 318�� THICK EACH. 3RD LAYER (3) OD DRYWALL NAILS SOLID AREAS ARE 1/8 THICK OVER WATER POINT12dMIN. EXTENSION FROM STEEL AND GROUT ❑ ❑ STEEL AND GROUT RESISTIVE BARRIER TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ DOUBLE 2x TOP EVENLY WALL IS 1 1/2 MAXIMUM FULL 8x8x16 BLOCK NAILS SP2 w/ (12)10d PLATE �� .INTERIOR ❑ TRUSS BOTTOM CHORD OR 2x4 HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ ❑ NAILS AT EACH STUD BLOCKING W/ 2-16d TOE NAILS FACE OF BLOCK WALL IS 21/4" CRICKET AS @ EACH END DOOR OPENING DOOR OPENING DOOR OPENING --Ct FA EXTERIOR GRADE SHEATHING REQUIRED TO DRAIN FASTENED TO TRUSSES WITH 8d ❑ ❑ ❑ COMMON WIRE NAILS @ E O/C w 2x BLOCKING @ EACH END W/ 10d @ BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) EXTERIOR Z 4 O.C. FROM EACH HEADER FACE ❑ 0/C FIELD TO BLOCKING WALL ❑ ❑ 2x TOP PLATE v 2-16d NAILS @ 24" O.C. OR WALL CLEAN -OUT rA 2X4 PT STUDS @ 16 O.C. (2) 2x HEADER S4 ❑ ❑ - - - EQUAL TO TRUSS BOTTOM SCALE: N.T.S. (2) 2X4 PT STUDS UNDER HIP - -- CHORD OR BLOCKING PER PLAN CARRIER/GIRDER TRUSS _ 2x BOTTOM PLATE W/ (1)10d @ 8" 1ST COURSE 2ND COURSE 3RD COURSE SIMPSON HETA20 w/ (8)10dx1 1/2" VARIF5 O,C. -0 EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE 2x STUD @ 24" NAILS AT REFER TO WINDOW PRODUCT APPROVAL EA. TRUSS VERTICAL WEB O.C. MAX. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE (24" O.C. MAX) w/ MIN. 4" EMBEDMENT PROVIDE P.A.F. NAILS OR COURSE BELOW. SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ ED O.C. MANUFACTURER. ROOF TRUSS STAGGERED FROM BOT. 2 x 6 (MIN.) FRAME MASONRY LAYOUT rD MOISTURE BARRIER UPLIFT CONNECTOR SEE F. I FOR PLATE TO CONCRETE HEADER DETAIL 1 TYPICAL SECTION THRU WINDOWrB�� REwF.INFo. WALL H 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) S4 SCALE: N.T.S. S4 AND FILLED W/ GROUT SCALE: N.T.S. S4 1 #5 VERT. IN CONC, FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- 12 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD VERTICAL-7)BEARING WOOD FRAME WALL('J7�� (TYP) SEE ELEV.TRUSSES @ 24" 0/C 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE ALT. KNEEWALL ABOVE MASONRY WALL DETAILrE SCALE: N.T.S. UPLIFT CONNECTOR KNOCK -OUT NOTCH LINTEL WHERE REQUIRED FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. SL� S4 (SEE SCHEDULE) BLOCK WI (1) #5 FOR CONCRETE PLACEMENT CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) 96 3/8 E HORIZONTAL JAMBS DO DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO _ TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS CRICKET AS REQUIRED I1 T LA-1 SINGLE2x CONT. BASE � ' PLATE W/ (2)16d TO TRUSS BELOW tjI 74 a d 8„ STD, 90•HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION PPROVAL OTTOM w/ 88" -- --- TO PROVIDE A FLUSH MOUNTING SURFAC . NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) 71" ° G 41 ° DOOR STOP ° MOLDING 2 x 6 P.T. GARAGE DOOR J-BOLT TRACK BRACKET/ST DOOR TRACK W/MOUNTING ANGLE SHEETS PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 NAILS TOTAL) EA. SIDE OF 4 ., SPLICE STAGGERED 8 �/IV r ��/ k Q 10d @ 8" 0/C gN cF Y ATTACH ALL EXTERIOR STUDS W/ 4116d TOENAILS TO TOP PLATE NOTE:2 SPLIC ° o ° • HTT4 w/ (18)10d NAILS (3610#SPF) ° o ° • HTT5 w/ (26)10d NAILS (4670# SPF) ° o ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (2145# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 2 1/2" SDS (3075#SPF) HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (4565# SPF) • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (5645# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 2 1/2"' SDS (6970# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (9335# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A,T.R. o MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. " EMBEDMENT WASHER &NUT _ 58" 41" — —_ _ —_ _ 34" 101, 6 3/4" — — —_T_ -- — - - - 3 1/2" r NOTES: NOTE: REFER TO GARAGE DOOR PRODUCT A PLATE LENGTHS MUST BE B ° MIN. 8 FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. OVER STUD AT LEAST 4'-0" LONG. TYPICAL M 1/2" EXTERIOR GRADE SHEATHING 1Q FILL LINTEL AND ALL CELLS ABOVE LINTEL, FASTENED TO TRUSSES WITH 8d COMMON NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION HTT / HDU TENSION TIE rN WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD _ _ _ PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M � SCALE: NTS - - - o cn SIMPSON SP1 W/ (10) 10d 2Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED SCALE: N.T.S. S4 SCALE: N.T.S. s'4 S4 o NAILS AT EACH STUD BLOCKING (TYP.) PROPERLY. F= 2240 LBS .a o 2x P.T. PLATE ROOF TRUSS SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. SIMPSON SIMPSON SIMPSON C SIMPSON SP4 SP2 SIMPSON SP4 5/8" x 10" "J" BOLT @ 24" O/C MAX ® WI 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. N 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER 7 AND FILLED SOLID W/GROUT TYPICAL FILLED LINTEL ASSEMBLY rG 1 #5 VERT. IN CONC, FILLED CELL W/ SCALE: N.T.S. S4 STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL F SCALE: N.T.S. Sq• HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS 2" x 4" WALL 2" x 6" WALL STRAPS OPENING SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) T (4) (2) LSTA30 o WIDTH OF OPENING VARIES 4 FORM CONCRETE INSET TO FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS CREATE A SOLID BASE FOR NOT REQUIRED @ BEARING WALLS NOTED 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL WITHOUT UPLIFT N SEE FLOOR PLAN NOTES FOR E> / REQUIRED CONNECTION o S�F'0 �OGv 2-ROWS 12d NAILS STAGGERED Cn 1 11 FACE OR ITSP4 SP2 ROOF TRUSS ABOVE 2X TOP PLATE 2X BLOCKING OVERLAPPING 2X STUDS @ 24" O.C. NAILED /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2 P SIMPSON SP4 X P.T. LATE TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTELT� INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4\_518"X10" 10d NAILS @ 6" STAGGERED _ CO _J-BOLTS @ 24" O.C. MAX 2X P.T. PLATE E2A1BLOCOKINGILS 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED J-BOLTS @ 2'-0" O.C. MASONRY WALL � ` E @ 12 O/C EACH - FORM CREATES CONCRETE RECESS TO 3-ROWS 12d NAILS STAGGERED 2X8 P.T. BOTTOM P TE p RECEIVE GARAGE DOOR AND TO ALLOW 2x4 (NOM-) @ 12" 0/C FOR 2"x10" OR A i FOR WATER SHED. 2x CRIPPLES @ GREATER HEADER B KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2)12d 5/8"x10" "J" BOLT @ 24" O.C. MAX: TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN SIMPSON SIMPSON SIMPSON SP4 SP2 SP4 U (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 10d x 1 112" AT EA rT MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD USE SP6 FOR • INTERIOR HEADER: ( 10d NAILS @ 4" 10d NAILS @ 6" O.C. y PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 2x6 WALL, USE SP8 34 (1) 2x SILL PLATE W/ (2) STAGGERED A STAGGERED MOUNTING BASE NOT SHOWN MOUNTING BASE SHOWN FOR 2x8 WALL) 12d TOENAILS 1z FOR CLARITY SEE DETAIL IN POSITION GARAGE ENTRY FORM DETAIL BOX HEADER • EXTERIOR HEADERS: o o TRANSOM FRAMING K/S4 10d NAILS @ 8" ONLY (1) Zx SILL PLATE W/ (2) BEYOND. SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. O/C TYP. 12d TOENAILS NAILED INTO Tl IN PLACE CONCRETE • OPENING LARGER THAN 4 FT: PLYWOOD FASTENED TO TRUSSES TRANSOM PLYWOOD 2 2x SILL PLATE w/ SIMPSON WITH 8d COMMON WIRE NAILS @ 4" 8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET DOUBLE 2x O FRAMING SHEATHING GARAGE FLOOR SLAB CRIPPLE STUD LS30 w/ 6)10d x 1 1/2" EACH OIC BOUNDARIES 6" O/G EDGES o E �= TROWEL FINISH SEE � TYPICAL (U.N.O.) ( TRANSOM FRAMING & 8" 0/C FIELD S4 GENERAL NOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK SIDE SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL B o SLOPE FORWARD CONNECTION ASSEMBLY DETAILS • SIMPSON SP4 w/ (6) 10d x 1 12" N FOR DRAINAGE GARAGE FLOOR 2x STUDS TYP. LO �, .. TRAVEL DIRECTION OF SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD GARAGE DOOR p SIMPSON HTT4 TYP. SP1 SIMPSON SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY Op d.0,4 U.N.O. SEE N/S4 SP4 5/8"X10" J-BOLTS @ 24" O.C. FN ** HOLD DOWN RECESS SP4 PSON . SIMPSON SPi w/ (10) 10d NAILS WALL BELOW MAX, (MIN. (2) PER BOTTOM MOUNTING BASE DETAIL PLATE) CONNECTIONS NOT REQUIRED @ ALTERNATE: ° SCALE: N.T.S. ° ° a BEARING WALLS NOTED s P.T. BOT. PLATE � —'r- 5/8"DIA. ATR EPDXIED 9 WITHOUT UPLIFT MIN. 6" INTO BOND BEAM Lo BOTTOM OF MOUNTING BE N SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR 2X8 P.T. BOTTOM @ 24" O.C. DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED PLATE o FOR GARAGE DOOR AND WATER ODFRAMING DETAILS ABOVE ENTRY R GARAGE FLOOR. (77� GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. WALL HEADER DETAIL Q PARTIAL INTERIOR ELEVATION 5/8"x10° °J° BOLTS @ 24" O.C. MAX. REV. 06.24.22 SCALE: N.T.S. S4 a SCALE: N.T.S. SLI SCALE: N.T.S. Sq (MIN, (2) PER BOTTOM PLATE) SCALE: N.T.S. 0 Cn aYs., o • d :, a LU fitJ N •� �.F_5.1 _ c® 0 ��.�• ROW .•r%/ 0 ®•�� ••. � L G •.: �� `ems '� •'•••.....••' O'` E a S i 0 N' o o the as of the Engineers Knowieege, inronneuui ai m ucuci, re structural plans and specifications contained within these rawings comply with the 2020 Florida Building Code - residential 7th Edition. Engineer's signature and seal is only for ie structural engineering portions of the drawing pages bearing ngineei's signature and seal. �€ o- a Z mCc O 0 3'�NCO � 0 W NN Z zO U v uvi W OI] N th � b � o a N 4-) (D C » O Ljj � N un C7 L F J E t° a � � 0, r co a w z M ito p� wo �a<R oLL Zo oE z© E S ro �0 0° c? E a0 0 z az 4 a mo �m <w Cn az N 7 o¢ NF C oW i3 o NJ CO A = C)_ >0Ln "J Q � to CO co � CDcc U m co N F-- LO O -2 N CD � Lo E w M c) Li N T z 'Z m E E O tit c JOB NO: 22-12352 SCALE : AS NOTED SHEET NO. SIMPSON HGAMli w/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (, 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 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 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45'± 45' ± SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR 2x4 CRO BRACE SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE APPROX. 8" FROM ' @ 8'-0" 0/C. oT0 EXTEND AT LEAST 90% OF RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB APPROX. $" FROM BOTTOM CHORD (SEE TABLE) & (2)10d TOE NAILS @ 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 END GYPSUM WALLBOARD GABLE TRUSS ATTACHED W/ 10d 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 wf 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD SLOPE OF ADJACENT SCISSOR TRUSS) UNSUPPORTED, BACKNAIL w/ (2)16d NAILS IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT wl (3)10d 2x4 CROSS BRACE APPROX. 8" & (2) 10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3)10d & (2)1od (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-1" OR 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE i � � (2)16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF i • � ,\NAILS W/ 10d NAILS O.C. EDGES TRUSSES FROM EA. 16" AND 12" O.C. FIELD END TYP. TOP & �,��\�� BOTTOM ATTACHED (S-Z2)16d NAILS W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLO2x B CKING, WEOP SCREED74 PLATE 2"x6" P.T. SILL NOTCH "L" BRACE HERE THEP PFIRST (4) ROWS OF TRUANEL BLOCKING @ 48"OSSESOR 2x4' oCKING 0N TOP OF PANEL \ "7 2x4 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C FASTEN WITH 10dx3 @ 4 O/C SPACED 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP &BOTTOM SIMPSON HGAI OKT w/ (4)1/4"x1 1/2" SDS SCREWS TO @ 48" O.C. INSTALLED PER MANUF. I I BLOCKING, FASTEN WITH I I SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED wi 2 16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" Q.C. O 10dx3 @ 4 O/C S 2 / 12 10d 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR N - N - X-BRACING, AND TOP N M SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `D 00 `� SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ (2)16d NAILS WOOD TRUSSES � 00 2"x4" CROSS BRACE 0z" APPROX. 8" FROM 2x4 RAT RUN BRACING 1t RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 4a 10d & (2)10d TOE NAILS @ EA. END ATTACHED W12 -16d 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 @ 48" 0/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL O/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON — LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. C� IINIMUM 2x ,ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT ......, . , .,,., .2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 VVIY 1, LJLl11 \IIYIA GABLE END BRACING DETAIL 12" ISH SCHEDULE XTACHMENT ? SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 10d X0.131" @ 8" 0•C. ALTERNATE NON —DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES MINIMUM (2)16d PER JOINT 2x4 BLOCKING v 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. 55 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.0 W_u TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL DBL. TOP PLATE 51MPSON P w ( ) 2 2"x8" "L" BRACE -� 2x4 LEDGER (MATCH BOTTOM CHORD NAILS AT EACH STUD FASTENED WITH E SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 1211 O.C. FIELD JACK TRUSS SEE PLAN FOR /�:CONNECTION 2x4 "T" ON TOP OF PANEL-j I LI_ BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS E SECTION r9 SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) > 8d @ 6"0/C uinnn -ror reeve 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C MOISTURE BARRIER DND BEAM - MASONRY WALL ARCHITECTURAL FINISH 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 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"X8" FULL HEIGHT @ DIAPHRAGM BLOCKING 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. CORNER JACK . O a U a w z LY O , U HIP FRAMING REFERENCE PLAN z z w a 20'-0" MAX 20'-0" MAX "X" RRACF SFF DFT_ .I/S5 -n r- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 1� NOTE: /TOP 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 L AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W1 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 C M ld V N m N N C7 fB Act '3 � 3 N Q � E o ��`��`♦ faR0 Vil d�Pi .5:, .sue•••..... s t \DLO¢ •` �� �� 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 E O U r s; b ti N �_' M coLo l InnCN� 0 Mau _U LL W T Z -� ca _ �y t W _3 N (O > W ink °' m w aw Co ' co z J a,y N C) U z W ❑E3 CD N � o � M � o 4-J � m U u, o 0Q) V) -. R5 0 m f . 1 J +,•,•n r _ E o IK W 41 0ffW ®0 N o W M M a z LL (6 E zo Ro 2 >9 an g ® �z g0 ze oa Up Cal '6 '6 ~Q.¢a no 7,x 0¢¢ N M i z wo ao W W wg C �- - 0 Y U �o m O EW Z J �� aw �W N Q U o� wn � az Tw �� a2 o z w¢ _� �� >°_ �I z a a r C o O T y '� J O ai rn c`a ca c0 ^, W L CO co C7 Q � co ^ LL v W o F oo a�. M ,� Cc N CCU Lo N y M N corz 0 ca z v; r- E 0co Z c d E a U ° Q c JOB NO : 22-12352 SCALE : AS NOTED SHEET NO. S5 w I (�D E3 M N 0 0 0 0 J 2 N i 0 v cn O i Q C) N i a E 0 4 c c N Li 4§ U v N 0 i c 0 c 0 N L,= 0 tq 0 a. LO to 0 a m o FOR UNDERLAYMENT ROOF FLASHING AND ROOF FLASHING REQUIREMENTS SEE R905.1.1 COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. 7TH EDITION (2020) RESIDENTIAL HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or 12 H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, ZZ,_7 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE INSULATIO SCHEDULE - [RSH] - ON BAFFLE FRAMING SHEET FOR INSULATION P SHEATHING AND FASTENERS CHART ON FLOOR ALUMINUM DRIP EDGE PLAN ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING /� 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL SEE STRUCTURAL SOFFIT SHEET SS NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS I ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS 1x2 NAILER TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A H PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL fn NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO w 16" O.C. 2X S.P.F. STUDS In = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 o APPLY 3 LAYERS Wl TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 1Od @ 6" O.C. METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. 3RD —I I— LAYER 1/8" THICK, 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d = w COMMON @ 6" O/C EDGES AND 12" O.C. FIELD U_ = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W CHART ON FLOOR PLAN OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FO B R AN AREAS 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL S6 S6 DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN 0 OR FELT PAPER FOR MOISTURE J BARRIER a:a . 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 STD. 90 NOOK (SEE DETAIL) 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLANAH SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF ARCHITECTURAL BAND JOIST TYPICAL FINISH 1x WD FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER d MUNICIPALITY C -d. E ,,--- I—III=1 I I I I a 1_ III —I LF=1 I I=1 a. a 6x6 w1AxW1.4 WWF OR FIBERMESH]—III—I I I -IIII�III1=1 II I I I I III a o. SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUC' 2nd FLOOR � BEAM/GIRDE 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL-- BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL N SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2 ILd/ NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR, UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS 'END SHEATHING TO IF BEAM OR GIRDER TE W/ 'O.C. )OR TRUSS/JOIST 2"x BOT, PLATE W/ (2)1Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4"x4" INSPECTION PORT AT EACH FILL CELL TYPICAL CLKTO w °- AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE N CUT BLOCKOR POUR SECTION J/S6 CURB DUE TO SLOPE DECKING ATTACHED WALL SHEATHING NOTE: EXTEND DECO FINISH TO BOTTOM PLATE/CHORD W/ 8d 4"to 6" BELOW GRADE 1.GRADE oo @ 4" O/C, 2 ROWS STAGGERED 1,7FLOOR TRUSS SEE FRAMING PLAN =1NISH 474" I .',I I I� III„1 l (11-1 l' \-STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 1 1'-8" TYP 2-STORY WALL SECTION ri REV.03.16.21 SCALE:3/4"=V-0" S6 FLOOR TRUSS O° SEE FRAMING WEEP SCREED r �2 PLAN ` . • INSTALLED PER MANUF. • 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" I I O/C FOR THE 1ST 2'-0" OF I I 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"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ -I 2"x BOT. PLAT[ (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS; 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. SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK 15/32" OSB �I — EXPOSURE 1 I x II SHEATHING — —x — I — PROVIDE II II BLOCKING AS REQUIRED PER D L o SECTION X-X IF II II _ NOT FULL or HEIGHT SHEET- (I II 0C Z 0 II II G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I _T —II 15/32" OSB T_ T EXPDXPOSUREI � F SHEATHING x SOLID 2x cn III C III II II II BLOCKING 0 C SHEATHING@ALL O y EDGE5(SEE IIIOPENING SECTION X-X Lu III G III LUX ;jL—IIW II III_ x E � 2x STUDS W III III II 11 II 2 SEE PLANBEYOND, o III I I I II I III II II I I O 11 I — Li Ill 11 Jl —II A 2x4 P.T. BASE HORIZONTAL PLATE BEYOND 2x RIBBON OR VERTICAL BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM FLOOR CONNECTION B 3/8" "S" = NA @ MASONRY 1ST FLR, SEE J/S6 SCALE: 3/4"=V-0" S6 SPACIN FOR ADDITIONAL INFORMATION. IS 3/4"1/2' F*.U', 1E11'P: DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" "6,) NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH T— � as I I Ir-I I-1 I I —I I I —III —III —I Ir '' (3) #5 GONT. ON 3" Tif--1 Ti=iTf—TI—IT 8" V-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION KS SEE TYP, 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 ADDITIONAL SLAB INFORMATION. SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING 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 WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE, PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT J PENETRATE SURFACE MORE THANYe". ? (Z) NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z LL © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. =n O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. o w/ 8d COMMON NAIL J w LL O � PLYWOOD SPLICES @HEADER - NAIL SHEATHING TO HEADER F >. r O 0 wl 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. Q cl�F-OOar 0 F C° LL R 00 O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL Z N W o MEMBER IF GABLE END c c LL NOTE: • 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". rc_ WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 S�rF ��w I Z, 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 1 S4 1Od NAILS @ 8" O/C TYP. BOX HEADER ONLY DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SEE PLAN FOR REQUIRED—` CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN • INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 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 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONTALLY @ 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 W 1 AxW 1.4 WWF OR FIBERMESH 1 .. a. .d 4 .. A A ___1 o N 4 I -III -I I I I A -III-III-III 4 e, L►LI HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END T 4' (1) (2) (1) (2) (1) LSTA30 4'4 (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)1Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE (3) # 5 REBAR ON 3" CHAIR —' 14" 1 V-8" I W/3" MIN. CLEARANCE i ALTERNATE FOOTING ry @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" S6 ADDITIONAL INFORMATION. Cn �o >w »gym X a> c m L (zi�i.ai m .a co p 4a •, 'I,0 111 li/.4-" N ��•••• '•• Nvx ti� ,F \ • -� _ lbp \16 °•. F L Off' �. A �O",es S1 0 14 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. 0) W r 4 �E M U e+04 M 0 N 0:) Y N b �00 t'n N Is uh vi pQ W CIL dj co LLJ. C J ui W J LL W a It m N Q W zE -o 0 >S o 3 '� N to > coW .L L M Z d K N OU W z N O o z z cx r r` 13 W_ N M zca v o 0 �V) U, 3 w U o 0 �0 • N o w M M a zo z �E ooi� ® E CJ a0 Z® �a m �o &¢ Qo oQ N B L �o <o ww w� " Mz :3 y m O 0K z c -/ .2 <� >z Zz U) 8� g o ;z a N W U o �o Mill C:)wa zla a O O T > L J ai m c9 C'M c co 0 Q Co 0 � 2 m � N I— }+ ~� L M co N 0 .Q � N L{) r Q � LIDr M N o z z E 0 u a E U 0 ¢ p JOB NO: 22-12352 SCALE : AS NOTED SHEET NO. S6 (MONO) SCALE: 2' = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS / 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 2x� DRAFT ST P 2x4 PT NOTCHED INTO \ 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT \ / / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS ,/ \ 1x4 GLUED AND NAILED TO STRINGER —/ FOR DRYWALL SPACING H SECTION VIEW SCALE:.2 = 1'-0" J-A 11�1 I% ALIGN THIS STUD WITH FACE OF 2ND RISER >YP CUT TO FIT kRS IN WALL I 2x12 SYP BEARS IN WALL I 2x6 SYP / 2x4 SYP BLOCKX 2x4 PT NOTCHED INTO STRINGER FOR STRAP / AND NAILED TO FLOOR WITH GLUE (SIMPSON14)1Od MTS / AT STRINGER CONTACT POINTS \ NAILS) S) x 1 1/2" / \ NAILS) � fIEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = T-0" ALIGN THIS STUD WITH FACE OF 2nd RISER —3/4" RISER CUT TO FIT MAINTAIN BETWEEN 4" AND 2' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR —1 4 GLUED AND NAILED TO STRINGER - 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER[SIDE) TO BOTTOM EDGE OF 2x12 STRINGER x STRAP GLUED TO — —2x4 DRAFT RISER AND TREAD STOP 77 —2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS +-2x4 BLOCKING FOR 2x12 7-2x4 PT UNDER 2x12 I I ' ROVIDE MOISTURE \ PROTECTION / L/ATTACH ALL COMPONENTS / STAIR TO CONC. W/ 4" XTAPCONS @ MAX. 32" O.G. —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/J" X \ NAILED TO STRINGER / 2 4" TAPCONS @ MAX. 32" O.C. \ G-1 — — _ SECTION VIEW "C" � SCALE: 1" = 1'-0" TOP OF / STRINGER i 1x4 GLUED AND NAILED TO STRINGER \ 2x4 DRAFT / STOP ' 2x8 SYP DRYWALL STOP MUST NOT TOUCH ' STRINGERS G I 2x4 BLOCKING FOR 2x12 SI LSO 2x4 PT UNDER 2x12 EACH \ 2x4 SYP BLOCKING FOR STRAP 4 PT NOTCHED INTO STRINGER (SIMPSON14)1Od MTS12 w/ D NAILED TO FLOOR WITH GLUE ) x 1 1/2" NAILS) STRINGER CONTACT POINTS \ NAILS) VWALL SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED a' PLYWOOD GLUED & SCREWED TO — PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL x12 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 SCALE: 1" = 1'-0" 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E11 " SCALE: 1" = 1'-0" ` l SYP DRYWALL STOP MUST NOT TOUCH STRINGERS x4/GLUED AND NAILED TO STRINGER \ 1OR DRYWALL SPACING H E SECTION VIEW SCALE: i" = 1'-0" -3/4 PLYWOOE ON DECK --2x8 SYP GLI AND NAILEL FRAMING 2x4 DRAFT STOP 2x4 BLOCKING C ^� NOTE: 2x8 \ DRYWALL STOP / NOT SHOWN STRINGER X OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK PER CONTRACTOR � \ PROVIDE / fV BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) OSS OR PLYWOOD BELOW ALL NEWEL POST OR 1 4"X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND FLOOR @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. TRUSSES AND VERT. NEWEL POST SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: i" = 1'-0" BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, dD NAILED TO WALL BELOW JOINT _TO )ISTS) H rr/ 2X STRINGER 2X 611OCKING PSON Ill w/ ' 10d x 1 1/2"AILS \3(D OR 2X BLOCjfiNG 3t�D � RISI! 2 VARIE ECTI ON VIEW "H" SCALE: 1" = 1'-0" �s c%j C=, c U- C, v � �mX ee C-4r do= Q aF=" Y 1; d w� �,�t !`ttt�ttl��tP�ft#����'� X� /v iAeE(T �' J O' �� ¢ps••• i~ L 0•� ro fm vitk l;� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N v E Cl 0 0 M U N p " 6 IS,N - a� ^l- C -J W M U LL W 4 0 Amok M0 v — a Z W me o Oi ��-' W N M Z Q zCLLOU °V O CJ M N �o � o ll ,n -- M v � o 0-M Lu g 0 LL' o N � �Ln U) c J zeii I 0 r9 0 C w M l± 4z OS Z Q LJ Q E E 65 z g � OO �= g Z oa U Co • mo f— >C U a� ?p � ° o E N z az omw U) z o6oll U m i Z J j ¢ Og Z gO a �� �w U Oo OE as O O CO V zla a OU s .0� �L J 0 � rn m O CY) CO tDCo O N LO 72 I--. M co cv C:) r N L r Q (D j r E M CV)N c c' o Z f4 Z J T N E C) N `° IL E w? U - ¢ p JOB NO: 22-12352 SCALE : AS NOTED SHEET NO. ST I I.J. . illl 11ld o11';l C 1 �. 1.�t� IVr hY A .1%1tiili lu,iit, a .'' J : 1n !.It.,.,Il ��_. 1 ITT J W t 3 Q 0 cn r- 0 0 J LO N 21 Cr ( 0 0 49 Q i a E F— E 0 c 9 00 d L� 0 0 vl i 0 0 0 0 LO N 0 0 0 a N 0 Q m v N 1/4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. i, ,%; °' / 1 X 4 APPROVAL FOR CONK, �jj; j ' . 1x4 �' i 1x4 P.T. i / ,' FURRING 3/16 � X 3 LONG �, FURRING �� �� 3-1/4" LONG X 3/16" 0 �� FURRING TAPCONS ��" (2) ROWS 3/16 x 3-1/2 TAPCON. INTO TAPCON @ 16" O.C. & 4" 2X8 STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2 EDGE DIST. ATTACH MASONRY THROUGH ') _ 1 /2" DETAIL 1x8 w/ (2) ROWS $d NALS �� 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3 DETAIL 3/16" x 3 -112" DOOR JAMB (REFER TAPCON 16" 1x4 P.T. @ TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER Z1/2" DRYWALL EACH END W/ MIN. TO PRODUCT APPROVAL FOR CONN. 1x4 DOOR JAMB (REFER APPROVAL FOR CONN. - / " 2' EDGE DIST. , i 2x8 P.T. w/ (2) ROWS 3/16 TO PRODUCT APPROVAL FOR CONN. •/ ' �.� / %% x 3-1/2" TAPCON @ 16° 1x4 i (2) ROWS 3/16 x 3-1/2 ;; ,�i O.C. & 4" FROM EACH TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRINI 4" FROM EACH END wl 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4)10d NAILS INTO BRACE(S) 7/16" OSB 2 x $BRACE/BLKG. 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. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU -� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS 2 x 8 BUCK - CONNECT TO BLOCK T-0" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. /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 TI 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 05B 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 4' MAX. RAD. SECTION B-B 8" PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. $ #5 REB) (TYP,) STD. 90' FILL SOLID HOOK (1 BOTH CELLS F_ NOTCH WEB AT +5A FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS SCREWS & (5) 1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) '1 BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS i NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH JACK TRUSS PROVIDED BYE TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH --/ IF TRUSSES USED) W/ (2) #6 X 4Y2' 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 i 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. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER D SET LOWER COURSE OF BLOCK, MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION � H E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP & MID OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6'-0" SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °' J. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , ° ;' oP. REINFORCING AS FOLLOWS: SEALANT - •A * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. k * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ _ - - p °i * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL =T= - r SMOOTH. DO NO FURROW, ° — I-1 F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP ° G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: c t Cl) ° ? REMAIN FREE OF MORTAR. - z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. f • o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) ( " 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. L FILLED CELL PER FOUNDATION PLAN kR YP.) THE :S UNACCEPTABLE INSTALLTION DO NOT DO THIS i• ei / #5 REBAR (TYP,) ®ee 1i ie i® 1® #STD: 90° HOOK (TYP.) ie® )3 @ FIRST COURSE 1' i® ee .e1 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1 Od �@ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB —METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL `SIMPSON HGAM1OKTA @ 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 FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS j SEE TYP. 2-STORY WALL SECTION FOR ADDL, INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE -j--- PER PLAN 1 I I I F CHANNEL, -4-- FASTENED PER NOTE 2 BELOW I tY I CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**} 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA - 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD - DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SIN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM, INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE F01 STRUCTURAL SOFFIT SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > 1'4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* ?x + 4�NCry + + + + + + + + + TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL- SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * 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 eGl= cuGGT l) enln 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 F 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE::,,- - r Z 0 Q O w I— a FILL 1st 4 COURSES SOLID W/GROUT d. A a ' a FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. • ° °" ' OVERHAN �s ,I ° + a.: a. RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 1'-0" 5'-0" NISH ... I� ' Y '•t+ ' ' •' P 'gyp s A ' ' V .. ' #5 BAR i. . . 0 1-0' A'- > P 4 p e . .• CENTERED W/ g IN TOP o KNOCKOUT/ N CHAIR BLOCK MONO FOOTING 1 SIZE AND REINF. PER PLAN r s; AND SECTION DETAILS � t A CLEAN FILL :► A. s DIRT e,• ° ffTANDARD o#5 BAR INHOOK N FILLED CELIVA L s° Ilk STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' DNTACT 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 (2) #5x6' IN CONC. FILLED CELL 4" SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. Cn cn ts� U- d� > N cc o 2 oa CPc L A,/,J `0111-1till�a, ��•.��' ........ fv O � ( CAI .- : � 4 • = q •4, ••'� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residemist 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 9) E �S N 6 m 0 ® y co 4- N 22 N J 10,LLB o �R V z w Cc C n Mo 05 _'Fa NCO U) c rn m ILW N M 00 Z z OU 00 W o0 c9 CO N Q zO O � r, (nv) M Q) O u- � t6 U —c O ,:� o t� m 8to z�E $ 3 . A I co _ sm Q N ti o m a W Z rlw vs M M m o U_ E oLL g i Q 0 z Z" as a SO CL X a� O 0 ­ E N o QO ¢ zp &a az �� w L rq Ca G �z �U �m 0 `00 ZLL Q� ". < ° QW N N off z g° s� � a NW U ¢¢ '0 �& oLL _t a F-3 mi o M =Ia a S O J >Ln "" ` co ^ O 0 Q c6 O �. m N Imo' c LO •�-+ N p I� CO -0 N O - � LLff'� T Q Q0 � j 1— ui M N o z E E Q m E v Z v ai a JOB NO : 22-12352 SCALE : AS NOTED SHEET NO. SS 13 CROSS BRACING DETAIL (TYP.) 1 SCALE: N.T.S. TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP, HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 74' O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH 3 PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX &EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ---, -/—WOOD TRUSS — A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE FOUNDATION PLAN EXTEND SLAB 1 1/2" 7—(2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE -_. _ ZV Z ' r PORCH SILL 15 SCALE: N.T.S. DIAGOP AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) „ 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C, MAX, w/ (3) 10d COMMON TOENAILS TO BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a� INTERIOR BEARING 3 SCALE: N.T.S. PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP 2" w z U PORCH SLAB SEE a N FOUNDATION PLAN _i W e° z ° ° ° (2) #5's CONT. T&B -- W/ #3 STIRRUPS AT N z 4'4' WHEN DEPTH !- ` EXCEEDS 30" _ a LOWER OR GARAGE SLAB V41 SEE PLAN LARGE STEP DOWN rl7 SCALE: N.T.S. 2x4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. 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. �7A TRUSS WOOD POST. SEE FLR__T PLAN FOR SIZE & BASE CONNECTION SEE PLAN WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE AN VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B EXTEND TRUSS OR SLAB 1 1/2" ROOF SYSTEM (2) #5's CONT. T&B w/ _- #3 STIRRUPS AT 4'-0" PORCH SLAB SEE - WHEN DEPTH ✓7 K FOUNDATION PLAN - EXCEEDS 30'GRADE S H EAR TRAN S F E R HIP = - — USSES a ° 1 ... 00 G.T - a r EXTERIOR. WALL r7 'N� ° SCALE: N.T.S. 1 -4 ° (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. z O Q w J W W W U) 2 ENTRY PORCH SILLrl 4 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN O FOR COLUMN INFO WOOD OR MASONRY I INTEGRATE MASONRY ABOVE MASONRY KNEEWALL INTO CMU BASE OR PIER SEE FLOOR MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN I REQUIRED INFO 1 i MASONRY KNEE WALL MAX 3 1 1 COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 1 W/ (1) #5 CONT. FILLED CELL VERTICAL EACH 1 REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED 1 �c 1 MAX 3 SOLID. SEE ELEV. j 1 1 rT--- — ------- 1 1 1 , 1 1 I , , COURSE FOR BASE SIZE (3) #5's EA. WAY 1 1 1 1 1 i -- --- x—`- --X-a I 0 i • 00 - 11 57 PORCH SLAB SEEAk -- li ° SLAB LEVEL FOUNDATION PLAN -_ (2) #5's CONT T&B w/ = z CONTRACTOR TO INSTALL SEE CUT #3 STIRRUPS AT 4'-0" --I_ ° - - T MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" 11-411 TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O,C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. SIMPSON LSTA18 W/ (12) 10d NAILS — SIMPSON HUC410 w/ (14 _ - — - I SEE PLAN CENTERED AT I I 16d INTO HEADER & 6 ) I I I FOR CANT. TRUSS/ SPLIT TO TIE I I O I t 10d INTO BEAM - SEE BEAMS TOGETHER I I I I I OP Wp I ROOF PLAN FOR MORE I INFO I EE PLAT ' %2' CDX PLYWOOD OR %6" O.S.B. MIN, (2) 2x8 #2 SYP I I SEE FLOOR PLAN FOR I SHEATHING REQ'D FROM BOTTOM COLUMN SIZE & BASE I I I —7/16" OSB FLITCH PLATE HEADER. SEE Q/S4 FOR SEE FLOOR PLAN i CONNECTION INFO I I REQ'D ONLY WHEN OF WALL TO ROOF SHEATHING REQ'D CONNECTIONS FOR COLUMNS ZE L _ — _ _ _ L _ _ _ _ _ _ _I L _ _ _ — — —+ _ INDICATED ON BM. ABOVE W/ 8d NAILS @ 4" O.C. I N ADDITIONAL INFO. _ — — — SCHEDULE/PLAN FIELD, EDGES & BOUNDARIES 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE 2X4 #2 SPF STUDS @ OPTION A SC INDICATON ED OPTION B CONNECTION INFO OPTION C. @ O.C. W/ USP S@ @ BASE & SPT24 @ TOP COMMON BM TO POST ATTACHMENT EXTERIOR SHEATHING /4 ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a� FLOOR CONNECTION 22 SCALE: N.T.S. SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) I 0 ' CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. BM. SPLICE OVER CL f CENTER OF POST MIDDLE SEE PLAN MAX. 24" STEPS — SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP GARAGE OR LOWER SLAB SEE PLAN SECTION SCALE: N.T.S. 2X4 #2 SYP P.T. PLATE W/ V EPDXY ANCHOR OR J-BOLT OR X" TITEN HD ANCHOR @ 24" O.C. W/ MIN, 6" EMBEDMENT I G, y MAIN HOUSE SLAB (2) #5's CONT. T&B W/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GARAGE MONO 21 C" T7 »r ISMS o, A >r 7- as y a7 ra 'Z E �N\N�1 01vv/v �zz � W � • \v� A,, N 't a - F t.Oil- � o•`. '••.....e . ��y�Rop c- 10 \`�� S S ,` 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 'tE a 8 0 N r c ° 615 � � U�1co 0-- 0 ajN0 Q o U_ L L a LL W uj . Q7 0_ 13 CIL z_ = O r O N (p O O LU v�Mc oo N C7 Q Z N do U O ❑❑ M r Z N m o� oo � o Wn M .o v — o Lu s N .) Oft ca 6 r-- u�� a 09 t v o o w M 0! �z o S z LL, ca E 0wz zo fl oLL >q a� Z© ❑a F� O zo U ¢o o8 p a cV a o rw C/) o� m o Io oz� - WC N gym, J C �w oa 2N Zo az N p- SS w ii v, w oii r� cD to �¢w o� ZI< U 0 .2 O 12 Lo Om m � M CO O CD Q O V 0 N c LO �-' v 7_ � co N O n N to r QcoLO r 6 M N M o z M z z N ,— O c E t� °� r= a ¢ o JOB NO: 22-12352 SCALE: AS NOTED SHEEP NO. D1 SEE FOR 2 BLOCKING DETAILS EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE 2x STUDS—� ' i FLOOR SYSTEM I I SEE PLAN i -------------------------------------------- '.. G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED • • SHEATHING (MIN. 7/16") ON FLOOR SYSTEM TO MASONRY WALL •° VERIFY W/ PLAN BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT 1 N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR JAMB STUD a SIMPSON SP2 w/ (12) 10d NAILS REQ'D TYP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. O SIMPSON LSTA24 w/(18) 10d NAILS ao • o•°o. o. o. o. o. l P. 2- 2 x 4 SPF O SIMPSON CS16 w/ MIN, 12" END A TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. O SIMPSON SP1 w/ (10) 10d NAILS (2) 2x HEADER G SEE PLAN �E 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. BASE PLATE B PRE-ENGINEERED DF SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 lJKNEEWALL OR BEAM WALL) AT EACH STUD AT HEADER / • JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS 0 2 x 4 #2 SPF STUDS 2 x B INTERIOR HEADER O.C. U.N.O. (2) 2x HEADER G `f (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN EXTERIOR HEADERS E F TYP F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. D 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE o•°.0 rj- A..l BASE PLATE o..u. W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 6" 1 SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE K"5� FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (2) 10d TOENAILS AT EACH (1) 2x SILL PLATE W/ (2) 12dTOENAILS. END OF SILL (MAX. OPENING , EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK j` ' FLOOR DECK W/ 10d NAILS @ 8"o.c. 1 FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM r9 SCALE: N.T.S. (2)- 12d TOENAILS 2x4 TO TRUSS TOP GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL G BELOW AND ALT. BLOCKING INFO O 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT SURFACE I 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD JOIST SEE PLAN 8d NAILS @ 3" O.C. WALL SHEATHING (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIST END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) - 10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER 2) 12dTOENAILS. MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF 10FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL NAILING SCHEDULE FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7) TIE BEAM 10d NAILS & (4) 1/4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER SYSTEM 42 CONN. @ 2nd FLOOR r 6 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVERTOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/ 10d NAILS 1'�--(2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1/4"x2 1/4" :• TAPCONS " ) FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] 10 SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIC U.N.O. ON PLAN 2X CONT. RIBBON — TYPICAL BLOCK WALL (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITENS GIRDER/COL. CONN. )R 2 PLY GIRDER ZUSS. SEE PLAN FOR )NNECTION. =E PLAN FOR CONN. - 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS 2nd FLOOR SCALE: N.T.S. SEE PLAN FOR CONN. SEE PLAN FOR NAILING AREA (TYP.) '1 COL. SIZE (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER (BLOCK SOLID) SEE PLAN FOR COL. SIZE SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ MIN. 6" EMBEDMENT SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. @ GIRDER SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 • TOP PLATE • 2 WS 10d @ 3° o/c 2 TFQO � TOA PROVIDE 2x4 ON—/ TOP OF 2x8 TO BLOCK OUT TOP Ile PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N,T.S. k, TOP SPLICE (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HERDER/STUDS FOR 2x8 WALL) @24"O.0 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN. (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1" CLIP IS TO BE INSTALLED AT EA, END MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS FLOOR DECK @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON LSTA30 FROM WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTION OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUTSIC DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C. TYP T & B (2) 2 x #2 / �I SYP U.N.O. 2xCONT. T&B ,— (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION — SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION — SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. 1 BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 1 Dd (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE *PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS 2x CRIPPLES TO SITUATION. CONNECT G.T. TO MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ STUDS BELOW ( (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END (2) 2x SILL PLATE 2x STUDS @ 16" O.C. ALT. HEADER ANCHOR • • SCALE: N.T.S. J 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @ 3" O.C. 11 e� c®a c� 0 .; W; '- - a CJ 3 v w to o gl;tO i 'r F- `: '✓ �fe��� f/B � I l l lt►1l�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 bearing Engineer's signature and seal. �E a o p N U ,+ o V 0 N r ® N C'! 7� (O ^p LL H LL d M V # JLLIt LL LL W a Lu _z .sL... 0 o • iy N(_D we ��jO'M i d N o< 0 W ❑a M � N M o� � N Z o 44 E3 — N M V) QJ 0 o — u_ �-, U O N �� U) Ql1­ U) C i.— J CIO }— EANNEEMEM aim i � U (D z von 10 (D ®0 Q N M W z CID o a UL IE o z o p0 � aN Z0 oa Fc= CL X0 Oq 00 O N a zz w o a J M o 3a om �� U.) J ¢ � QW � Z ao son Ei o< W rj w w� >° o M Nr zla a 00 3 o O .L In J 0 d a; m M c� � M co co a 0 3:C) ,--. /1 L.L 0 U) U s m N 0 L M o N 0 Lo CD j r E M N M o Z Z •- E 0 E a ci _j Q o JOB NO: 22-12352 SCALE : AS NOTED SHEET NO. D2 �1 1, 1. IAW Ili i Tl F T 11116.illl,6lva ill 111 1, -it-IF I� 11 __-T --I- T-I-ter - -- THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4 SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF ° ° MASONRY WINDOW BUCK 2; 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOWBUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME Tf WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure, resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING y REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as f ' in each detail that corresponds to the numbered items in the list o Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary r �norn�w SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN WEATHER ✓E BARRIER & ;ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING (SEE DETAIL WP07) ED FLASHING 8 z SELF -ADHERED FLASHING T-4" PER PLAN SHOWER SEAT WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER z J a LLI EL U) w U w Cr w O DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST me INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD U !LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 I I I I i I I I F___________________� PLASTER STOP CONTINUOUS BACKER ROD & SEALANT A WINDOW UNIT FLASHING REQUIREMENTS SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of EXTERIOR water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means CEMT. FIN. of draining to the exterior water that penetrates the exterior cladding. BUILDING PAPER WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied =_ --• _ - horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 _ _ _ inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The i No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and 1� building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade Q D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE R703.4 Flashing.Approved metal flashing, vinyl flashing, self -adhered membranes and mechanical) attached flexible flashing shall be pp g' y g' y g FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and READ ESIVEASSHEASE PAPER TO OWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. FluidPOSE -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the shall comply with V 2 following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING ' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. INSIDE CORNER 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3.3.Under and at the ends of masonry, woodor metal copings and sills. Ground 4. 4. Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in qutters. FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - - - - BOND BREAK WEATHER RESISTANT BARRIER- - - - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS tSS� Cement Plaster in accordance with ASTMC926 over wood 2nd floor STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. I' sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Cement ------+---�� Plaster ACKER ROD over block 1 st floor FINISH MANEI �. "' . Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs.. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all tri tea. CM M ..- AZZa y iu C*4 M y N es. cc co fl. W ,- ,0 N CV 0 N Q N 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. 0 W Q 'T EE p co y 0 N p Y W N OrD C? 0 inter, � ik 0 .4 Qj M d' LU O J u J U_ U_ d c rn Z E Lr m 9 o («'r ' NCO C�' m LLco co and O - M Q N Z o oo Z U W 0❑ N M � o z �o tC � cLS, V) N M °a w � U � O W g V) cl, y I- `) c� LL,f J E �8 z I U o N . 4 o C JZ w M M N a o o E: zo w2 >� Za U CO ao u� g aF U O =V �z Z � N a) z �`o Q az XW L rp '0 O z Y m 8 J �z In7M aL�i R. oa z a0 Q LL 0. �W CD <� az _Z �- o Z <a �5 Yo CD zI< a 'S 0 c Q 1 Lo I 2 co o O :3 p ,,.., V c 0 00 CV � -J � L l+ ` .Q M 0 N n N Lo r QILO j r hi cc M N o Z _ M O E N T- 42 D_ U J a; ¢ 0 _J JOB NO : 22-12352 SCALE : AS NOTED SHEET NO. WP1 ,1 1!. 1I 1 i III i.. Ad[ I'Ii Ills�II-All 411 fi.u,r,..JI,i 11 "L.. i __T Kaunflog Bra"s;10 G; +1 t'2ex 4-1 i2x x'2-1 r 1 t`2° 01I a 0- Let Btradcet (it III St rpaet y bia cut to W) Btadtet (16Gauge) r"g:1Fd3 kC brat Sonom Edge t�urf�rt� a' frfarttb- Front Eross Support 0M r nt to Yltllr .DrIlinglaetiltsTbruSliackets Support Into A/C Omit Ritttorn Side Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval. Application Detail Page 1 isfi 12hb120e1 code EntIN or wo ocfit Dare Pending gets -Tt" Verson Nes-racturor Gmttau Endrsdar&Ltonso V414#e4 ev validated $Dpmllt94 F9C Anawyei Approve Indus Affirmation 2020 5martvant Proqutt41x Mthsel Glen- He'rmas F. ft.0 P,E LU6ae 561tden P;€.. 12M812p2D A2 iW0'20 12/28/2020 flppr-d Category: Structural Components (877) 441-33A PE-73778 034)30D-180D "Category: Products Mlroduced as a Resu(iof iMoOsmdvantcom Naw7echnoiogy Compl-rance.Meitlod: Evaluatim Repoddro- Florida Registered ArchRoclors U-sod Florida Quality Assurance Anarovedfor Use -AoOrovedfor Use Imesat Pool :San#. :Product Model Number or. Narnr Product Daspdottart Crntfricl:Exoxatian:Data 1, HVHZ Outside H"Z Resistant Prtssun.. i SmartV4M Modal#154f1510 Duat Function Floodand Vamliation Vem 1MW023 Yes Yes NtA loot-10b 2 "Weni Model #1540-611 DualFunctim Flood end VeMraronVent 2/312023 Yes Yes NIA NOWDO 3 SmadVem Mcdell#154CI520 Insulated flood Vent 12f112U23 Yes Yes NIA +190Ft00 4 &narivent Model.#1540.521 Insulated Flood Vent 1201/2023 Yes. Yes NA tlooAtoo 5 $'nsdVent Model054Q-U4 18?,gpq; Garage Door Flood: Vent 12aV2023 Yes. Yes NIA NiA B Smartvaot Made{#1540-VO wood "I Insulated FkMWrtt 12I3172D221 Yes Yes@. NIA t10DF100" S✓rladVent Mode1#1544574 14.5&qud: Garage Door Flood Vent 12G 2t123: Yes Yes NIA NIA.. Code ,jygg r� nlun: warad olurar R"siwi 2021 Drexel Metals, Sea H.. Protluct Mod■.. Number or Name i Gexel Metal Rooflog Systems Florida Department of Business & Professional Regulation Building Codes -and Standards. Product Approval Application Detail validated, Submitted PRO Agpm" Assum"d Status. 08110/202Q081A9/2MI10 W2012o20 IDMVW20 Mpr-sd "duet Deeerludon ContraM:.Expiratimi Date In HYN2: 9uNZ tslde.NVassistant pressor, DUO IOON'S, OMC 1508a omp 1758, 0MO2,00s, 1$t312025 -Yes No 141A +oKt¢Q OMC 5V Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paget FI4 1MM22 code EnNNor Data Pentlino fie:: i Version Mannafacturer _ Cgrdact Engineer&Llderlse SYalftlafed By Il at d Va tl e 5ubm d FIE Approval Iris C p A ov r .eel Status. _ R-ISI n 2020 Therma-Tru Corporailon Steve Jeeps- Lyngon F. Sdhmidt P E Ryan J- King, P,E- 04I154021 121312020 0422/2021 08/082021 Approver! Category; E-terlor Doors (800) 643-7626 RE-43d0g (816) 767 6$SS SUDCategol+�; 8iMngin9 E4tarlor Dour Aassiralke5t s' rso thermetru:gn J�Pe Compliance "Methotl E aluaticn Res front a m Floridastared rc 1t t o a L a rased Fbr %ia A h ee. f e Ida Professional Engineer Quality Assuranoa Approved for Use Jroyad fdr Use � aastdn §1121 :Protluct Modal: Numberor Mama !11. productDeset'intion CotdranY El[eiratlon Date in HVHZ OV11a HVHZ is Prassu ro: 1. ma-'Tru Fiber Classioand Smooth -Star Nominal 694%,8 &quot ll mpact&quot Opaque: 42/312022 Composite Edgo Fibergisss Single Doo,. No Yes Yes NIA 2 a. Therm. Tru Fiber Cbssid and SrcrooUl-Star th" ngtauiswhg; X col figunatiob) Nominal 6&d3q 8 &quot,l"mpact&quof; opaque 121312022: Composite. Edge Fiberglass Single Daorwth' No Yes Yes WA: 3. c. ThermaTru Fiber -Classic and Smooth -Star Si de s nsYnn ! spa XO OX X rid (10 g Out g o O O aonf guratgns) Nominal 6&#398 &quat,l mpect8,quot. Opaque 12Y31f2022` Composite Edga Fiberglass Double -Door nlih or 01 or OX)tQ' No Yes: Yes NIA- 4 d, Therma-Tru Fiber-Classo and Smooth -Star without Sidehtes onswing7Outsnng. configurations) _ Nominali38, %D dquot;.,r:- Bquot; opaque 123112022 Composite Flbergtass Single Door No Yee Yee NIA 5: s Therms-Tru Fiber-Classig and Smooth -Star (tnsvinglbutswing X tnrrhgurado,j' Nominal 6&n3�0 400mp l=,ot Opaque 12Y31f1022 Compositefdge Fiberglass Single Doer won S ell ties ,nays tout van XO OX O d Xfl I){ n9 No Yes Yes NIA 6 f. Therma-Tru fiber -Classic. and Smooth -Star 9 p configurations) Nominal 86k39;08quot,ImpaAquot; Opaque t2131S2022; CompositM adge Fiberglass Double DI or'wath or No Year Yes. WA 7 g. ThermaTru Fiber-Classle and'Smootn-Star without SceliCes (Inswm9JOutswlrrg; XX.or OXXO oonrgunnonQ Nominal 6&N3a.8&quot1mpaot&guot; Glazed 12r3:1f2022 CamtJpslte:Edge Fiberglass Single [Door - - No Yes- Yes N/A 8 h.Thermo-Tiv Fiber -Classic and&mooth.Skar il nsrnnglOulswng: X mn6gurati.0 Nominal B&N39;8&quohmpadiLquok Glazed 12431r= Cnmposits-,Edge Fiberglass Single Door with No Yes. Yes NIA S: :1, Therms Tru:Faber-OtaBsicattd Smoptkt-Star dellps'){In5wngJOutsvmng. X0, OXor O,t0. configurations) 9 ) Namirval 65M3$,$&qunt,fnlpaOt&quot Oiaa�] ➢218412022' Camppsita Edge Flhergls Double bath with or without N8 yes Yes.. WA- 10 j.Tnarrna-TruFiber-Gasaiaantl Snrootn=SYar Sidehtes (InvkinglOulswmg. X(or OXXO: configurations) g ) 1M 1 NOm(nai BSfr390 &quotimpact&quotltalaaetl 2Yd 2D22 Coin ite.E @Fiber las le Do r o gro No Yes Yes- NIA 1i Ic Therms Tru Fiber-Clessleend Smooth -Star pnswringtou wmg,X n adm) Nominal 8&d89,4 &quat:I .=11guat Glazed 1Zf3#2022 Composite: Edge Fiberglass Single Door with- No Yes Yes N/A 12 I, ThermaTru FibeFG2sale and Smooth -Star " Sldelte(dy dlnswfnglQulsvmngACIOXdr Q-XG` wnfgrArdti{7n5i Nomtnol8&fr39'0 &qu6t,Impaot&-'Glazed 12/31/2022 Compost@:FdgeFiberglassDoubleDoervnthor No Yes Yes .NIA 13 n1 Therms-TluFiber-Classicand Smooth -Star without$ideiitas (InswingiOutWing )Y;w OX)(0 -f"umtions g ) Nominal 6039.8 &quotl:nlpact&quot; Oleaed Nblded 12i312022 Open Composite Edge 1<-rkargtasa Single goo Na Yes Yes: NIA 14 n Thernua-Tru Fiber-Obssic and Smboth,5t'ar (InMn M1Outswing koctntauration)� Nominal 6&#398 &qudt;ImpacAgWt; Glazed Molded 12/312022 Open Composite Edge Flbergiass Single Door with No Yes Yes NIA 15 :0.Therms-Tru Fiber.Ciasadand Smooth -fir Glazed Molded Open $idelite{s) (Inaw4rig/fl.'swlag XO Ox-OXO-cantigurations) Nomnal 6&rt3rfi8 &guot;Impeet8,guot; Glazed Molded 12131I2022 Open Cnmposete Edge Ptherglasa Oouoie DaorwA[n. No. Yes. Yes NSA 1S p-Therm.-Tr. FiC er-C1as. xrand 8moo0h4k,pr - rx wWloutblazed Molded Open Sidelnes. (Insvnng/OVIewing' XXw OXXO confrgura-tions) NamnslB ffB9�88ssuo#,tm�act&gaoq Opaque 121512022:. Co ReE Rbe lass is Door with Ida m a S No d pSi .rig fg Og No Yes Yes WA 1:7 q. Therma-Tru riber-Classic and Smooth -Star Open SWelike(s) (Insvvingdbutswng. XQ, OX or gXfi confgurationsl - ,Nominal 88i1398 &quotl mpaot8quot; Opaque 1126112022 No Yes Yes. NIA Florida Department of Business & Professional Reguladon Buildng Codes and Standards Product Approval Application Detail rage1 dl 1/e/201 Code EnfIN or pall Date gate P'"di m Inds mok wrshe laanufa<torm, Cant.EnolneerB Licerre. Valkwoo:&r VVeII"04 Submitted PSCAogroval Apoinved Status. ROVlslm 2020 PGTlndvetries 4ent R--* Miami Dade aCCa'CER :N%M-Dade: BCCO -VAL , 1111S12020 iOW2020 11i24i2020 Approval Category: EAerior Do or3 1941) 4S&0{04 _ . ,(786j 316-28b0 SubCdegory- Sliding FxIwor Door Assemhlieg lrxowaln�pgtlndustnea.e Complrarlce Method: Oa[troation Met% or 1--rA i o'n .... c54sG3.rctiiedScks _ Ouellty Assurance Appravedfor Use Approved for Use:: I-P-1 299M :Sauk Product Modal -Numbs -Name ftoa l:Oesanptiorr: Contract Expiration Dats III RVHZ Outside HVH R.Wetant. W4ssure. a, aGD.55 ratLkrgMssrie tmpac) Vinyl Vidg,Glass Door 04114*021 yes Yee' Yes N7A ,Manufacturer Product Description 1. EXTERIOR DOORS A. SWINGING e * ,e r-Classic and Smooth -Star (IMPACT), WindowsMI and Doors - 420 I1152i'■I +40.01-40.0 ♦s PI III J: ,.i`ll., Ilk *#: . lsl Pella -.__- t'', 4 Wayne -Dalton Seriesi 0' 0:, w s 0: #1105 i; p is 12 11 FT 10 WN E, Curries Divisfonof AADG, Inc FP n.. a _ I 12 P ;A. SINGLE HUNG M I ei i '�&f: ,•! A rr `# 1 e MUM PellaCorporation Series ,,. ¢:r... 1 Pella Corporation Pella 10 Series , SLIDER B.i HORIZONTAL Windows ._ -. �,..:;: r -+55.0/-55.0 .fit... Pella Corporation _ r; .+ 0III CIA psfSeries 1. .�. • '!'. Sliding Window■ M I Windows and Doors 1 ■ I Series s Corporation Pella Series f 't Pella ENE=g MI Windows and Doors Series 5764 Series 5500 PANEL WALL JamesHardie Building Prod. tRi r! RM ME . a tj, ". . SOFFITS '' #, e : • 4Vented 0. '3 0 fit' i �'. e ';Solid and Vented Akiminum Soffit ogq�gc= 3 Tab, Dimensional ����Plyglass A -b._. a Roof) i ,.i i -' MAX ! 1e -.. i. Thom Arson 4 • P. Off RidgeVents, 'yp ■ • ,t. Florida Metal Products,.1 ,. A. -'. F ■ J • .: . � .. Y. I .. s J r_ ■ .. i 9t ,, - .. ! :! ■ H F. METAL ROOF Drexel Metals, Inc . 200S, DM Q 5V �A. STORM PANELS Global Protection Products, Galvanized Steel Storm Panels ,e . - Shutters AllAmerican : Panels Galvanized Steel '., : •. a !. .' i4 ii■ •' t Men*M- 1USP Structural Conn., ATM B. PLATES Building w I r. �. , r Ar': MUM Plates a 9 7.5 1 . !•� t Commercial Concrete Products, a :.. .�..:.. : ,� - I I A I� 4 i�� , 3 ■ 1 �'Y7L.��!!''y�ii iE�' , following inrm ati on must be +�py �.y �^ approval !� I+� �yT����aylt�� ` understand }�y that '��gy'' the time � - �t �irn � these t siir'�uctY� the �'.riel&Sir product G! - rR,i 'If�Gi' G� ACr/n review. i MnrM'AwF7 1.Gn� i10-: i■�1 %➢B r�ir L�mG �� inspection 7 The products listed ��Cavv�id not demonstrate � �u pp � � approval, avalleble tag ththeinspector1a�n the jc�bsit�e; 1 ) coPy of the P roduct --------------- DATE sect R Product Model: Number or Name i a; Thernla TruFbm=Ctassic and SnwothStar 2 Is; Therma-Tru Fiber-Classia.and $ncloth-Star S aTherma-Ttu Flbar Classic and Snwath5tar' 4 Ili.: Thwe a-Tru. Fiber-Oassta and Smooth -Star 5 e; Thema-Tn1Fiber-Craseic-and Smooth -Stier 8 f. Therma-Tru Fiber-Ciassic a.no Smooth -Star 7 ,g, Thedna-Tro Floor -Classic and Smooth Star 8 h. Therrma-Tru Faber -Classic end Smooth star 9 'i: Therlma-Tru: Fiber-Classip'and Smooth Star 10 J; 7hlena-Tru Fiber-Classlo and Smooth -Star 11 k. Therms Tru Fiber-Ciaaslc and Smooth 3tAr 12 1,Ther sa Tru: Fber=Classic and Smooth -Star 13 rat Therms-Tru Fiber -Classic and Smooth -Star 14 m. Therrna-Tru Fi ber.Classic and Smooth --tor 15 o': Therms Tru Fiber-Ciaseioand'Sdlooth Sar is 9: Therma-Tru Fher Classic and SmoothStar. 17 :%Therms 7ru Flber,Clasgio: and Smooth -Star 1'8, ',Thamis-TTu Fiber C(assio and: Smooth -Star 19 s. Therms-Tru Flbe Clasvio and Smooth Star 20 t; Therms Tru Fiber Glassia and Smooth Star 21 Rber-C slcandS both-Ster u.7herma-Tru Ias m 22 Y Tharme-T. F.lbcr-O.sslc end Smooth -SW' 23 w. Therma-TrU:Fibiar-Cias ik and Sm.othStar 24 �L Therma-Tru Filter -Classic and StnoothStar 26 y-Themna-Tru Fitar-Coasic and Smootb-Star 26 Z. Thenna Tru flber-Classle end Smooth -Sae 27 .6 Thmma Tru Fioe,-Claesio and Smoott Star: 26 zh Therma-Tru Fl[--Classic and Smooth -Star Quality Assutanne Amorovedfor Use Approved for Use 1, tract Design'. ContractExprrebon Date In HVHZ ;Dukslde HVHZ. Reshirom . Pressure 1?J3i12022 Yea Yes Yes WA 12I3112022 Yes, Yes. yes NIA 12/312022 Yes Yes' yes NIA lmlf1 422. Yes' Yes: Yes: NIA 12131202,2 Yes. Yes; Yes NIA 1MI2M Yes. Yes Yea: NIA 1 D312022 Yes: Year Yes- N/A 12t31/2022 Yes Yee Yes- NiA 92312022 Yes, Yes: Yes NIA 1?13172022 Yes 'Yes yes. NIA' 1213l r= Yea: Yes:; Yas. WA 12131t2022 Yes- Yes Yea: NA 12131f2022 Yes, Vert.. Yes: NIA 12I31J2022 Yes Yes- :Yes- NfA 1723112022 'Yes Has. Yes NA 121312022 Yes yes • Yes NIA 12r312022 Yes. Yes, No NIA 1213112022 Yes Yes No NIA 1213112022 Yes. Yes No NIA 12P3112022 Yes Yes: No WA 12t3112022 Yes Ye s ` No NIA 1219VW22 Yes. Y s No NIA 12l31(2022 Yes- Yes No NIA 1213l1=2= Yes, Yes No N/A: 121312022 Yes:. Yes No: NIA: 12fal=22.: Yes. Yes. NO NIA. 12131202P Yes. Yea No NIA 1MV2022 Yes: `Vas No NIA. Florida Department of Business & Professional Regulation: Building Codes and Standards Product Approval Application Detail Pm.1 of 2 d 5r�2i on& Ennw ar - I41 fie. Veto Pending ,09e_ T- Varsron oUrnifacturw :.Cornea: EntanaerB Llcansa Validated as aY ldatp�, mmaa FlICAooroval Aoons"Il Status. ReWsnln '2DZI MI oda:Veand DONo $teat Siglligar LUIa Robeno Lixm as steve3tM Ur fS, PE fif20 0 1 I08. M taro 2 0 2 .. 9 92020 Ott IT157020 d Mp*, +e, to Category: Exterior DouFs 4 r17i 385-3300 PE 82574 4. Subcategory: Slidag Exterior Do& ASae111bIles hsklh , ,. mrwd.00m 36r- COMPllante Method: Evatuatidi Report ham a. Flotla Registered Architect Mr a Litansed Florltla ' Prof -I -I E ngin- _, --, -•�• r Iry s �ratici: Approved for Uea AmIroyed lW Uss•., lMD41A py,^dlftfj,.- ran PrOdudr MOda1 Number ar Namo 1raU E%Mr■lint �raducLDescrfggOd i40- Date n. ' !� :Ou 1 e HVHZ Is d fair Rests t I+ressur e t: '9ERIE9420 R4UMiNUM EGO SERIES 420 ALUMINUM SOD OXO 13J312024 No Yes No NIA 145-3i4¢quotx80&quon NON -REINFORCED 2 EERIER 420Atl1MiNUM SOD SERIES 420 ALUMINUM SOD DX XO, XX Ini2024' N. Yea No N!A $&QUgI;xW&quot, NON -REINFORCED 3 :SERE 42 AL I UM SGOREINFORCED SERIES 17 UM N SERIES 420 ALU MINUM M EGO REI FARCED bX 12131202 4 S $ hU hl Q N M: Y. N o N1A 6.314&unt ugt 14 g x5s& q 4" SERIES 420ALUMINUMSGD,REINFORCED Seples420ALUMINUM OrD REINFORCED OX.- 12/3117024 No Yes No: N/A - XO XX 88&quotxS6&quot 5 SERIES 420ALUMINUM 5GO REINFORCE¢. SERIES 420 ALUMINUM SOD REINFORCED XXX 12312024 No Yes No, N/A 143&qugt:xe5&gutt; Florida Department of Business ,& Professional Regulation Building Codes and Standards Product Approval roval Application Detail PP f e.1 of? ltfkt 2i code. Fi1HN or gang ,Date Date Pontlrnn 090 .. . Yelxln^ PianufactSri validated By ald APRr.�Ov-,CS §t$m. Remsioh 2020 WaynaOaltoh,ia drvleron of Ov""Nuc Door DWayna Ko::tuh John E. Scares. :JeffreyF, Arneson, PA i071212020 DVM020 IOM2020 12/tW(120 Appr&-Iod - Corporation '(330; 7e34121 PE-51737 (004)821-5200 Category: Egterior Doors dlromishGwayne-daltgl.<. SuhCste..wl Secbrnet EHerior Dt-Assembiias am Aual'-. Aaeurmicr .�1 Aoorovedfgr Sire goor gvad for Use Imps Inroad POW 34A _PrduusllLgd.Nurc■ar or Name Produdt Des<rlbnon 1.1 � outside R3Fisisi Measure.. 3 80DOWD01620091105 9&0,39: Ms. atidm 14025; Max height. Glaxing 12/31Q023 No Yes Yes 3100 35:00 feint or lnteenedt esod op a6443 op at 10 80001810078200 #1t23 16dtY38: Max middt 14 Max ha ht. dlaain &#3e Ig g. 1 / OZ. 2 31 R 3 N. F Y .s Y as *3000/-33"50 available In top or Intermediate section ii $D00/S10rr/S2UD F1124. 003s; Max vAdth, 148034 Max begiitt Gazing: 1VIV2023. No Yes Yes 13440L3830 ava(10014=in top of IMM*diete sed log. Florida Department of Business & Professional Regulation hunting Codes and Standards Product Approval Application Detail Page 1 or 116I3021. Cod.. - . EnlRr gr gas Data pate Pending A10 Ts`- Version manufacturer Contact. Enoineer8 Cicadae Yali :Dw. 1�lblidffi tle Submitted F13GA-m al dggroveg .Status. Revision 202o Cur issovisort df AADC.. Inc.. Torn Rattay UL LLC' Troy Estop, P-E, 1211U12M 128i112020 121 V2020 Appro ed Cat : Extdnor s egpry, Door 41 114- 81 :r 54 E47.0689 {8 Y4 2 3 0. ) (tubCa[Ogory: EY[anprQoai'�CRi➢anema roTm raltaV@aseaablay-po Camplianc. 00iom Cedlbdation Mark or Lisling n a" - - - twat! Aasur■noe Aomowdfor Use Approved for Ust" - Imont D s 5 San# Prptlunt Modell. Numbx or Hama PradautDscotwo Contract: Exmratiw Date. In HVHZ Outside HVHZ Resistant Prase, 1 607'r07 727.'747 757 777 ehd 847 ShgIs slid Pees 0 Flu sh. Grazedand 1.000rad Single and P4fie or 12r312025, YCg Yea Yes N/A Cwtrs holow metal doss Code T- Vensmn. tfi-ftat - RM ton 2726 MI'firdral's:and Door$tubC. C>xegay:.;N9ndaws: a1 4 7' ngl U g COmPI]M*e M#thM: Cenlicauon Mark or Listing a -A ' Product lA6d1K Numhet Or, NAM 2 10 SH N Cn 0 U L '� _ Q .3 2 Co -0 .L N = 0 2O Q. C O ��''�Il++��kt ♦V C O .0 CU U- 0 CU Cn .0 .- VJ CV t11111 > r.W cmLL. LU v act". G -- Ills ca as a+s- CA. eN /ls Q t t CI* lsU � y +es Cn Ins 16. Lls N CA a. A = rr. 4ls F7 d. 6J a4•. z co _ O L- CL 0 � U O Vi M O S.r� W W Z Z Q J 11. SHEET NO. PA 1.0 � __ - -6-0 (1) a) .I_- I 0) -FZ (1) .0., Florida Deportment of Business & Professional Regulation page I Pf I Florida [)apartment of Business & Professional Regulation I Pao 1 oQ -0 > = 0 Florida Department of Business & Professional Regulation page 6 at 9 Florida DepartmAni of Business & Professional R"w lotion I . 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PE lomaric2a 1 CINK02(3 CartAgmyt u1ndows l7171385-33po MwAl.dulora Association (717)317-6414 Catallgry E�torio, Dog , ill (800) 8,43-7828 PE4S40P (013) 767-6656 I Affiturnatloff 1 Cotogsty: Wnnias,. (041)485-0100 ,qft)�15-26" category: Wirulaws ,,, 4 T1 ?l 301-2300 Manufactutrurs Aseoctolion, �717)31T-8454 � beftlY19.101mvId.c0n, subcategory: rA*d bstbingwarAwd.oarn (D -0 0 -0 SUbCata90rY:SWrrgi ng Fxterior Door Assambhes dompl[aurnoo Method: Evaluation Ropprtftrna sjaspefsonotherrnatru.co in SuhCaftQQFY:',%Agle Hong poviavimpgandwetneac gm $40Cgregoryt Horl2onot Slider Compilinceloottiodh CemliegoD R Mark or Ustong 'it. 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Yes No NA - 0 u) -0 E (I ns,MngiOut ' g: X configuratiori) ""A Q) L-a) L_ 2 b, Therma-Tru Fiber -Classic and Songoth-Slar I Nominal 66439;0 &quot;Non-Impaa!&qwot Opaque lvalf=� Composite Edge Fiberglass single Door %fth No Yes No NIA, cn _11-.0 0_ U) M " F Sidelthat(i) onswrigioutsviiing; XO, OX or OXOr "o C_ CU _6­0 -.fi glr.fi ... ) Iiiii- E_ U) < 5 a Therma,Tru Floar,aassfe and Smooth-Sto r Nominal 58039;8 #Lctoot.Non-Impadgiciurot Opaque 1 W3112= No Yea No NIA -0 . Fjba�qlass Composite Edge Double Door *it, Or I vvithout SidelihOs it ns,mrV1Out%Mnj: XX or 0)= configurationo 4 dL Themna-T. Fiber-Cleerso and Smooth-St.r Nominal 7&#3Q;ClSquoftn-Impod&quot: Opaque 12/31= No yes No MIA Composite Edge Fiberglass Single Door r j)nsVAngf0utsiwing;X gQnfIguratlW) 5 a Tharrria-Tru Fiber-Clasork; And Smooth -Star Nominal 7&#W',G,�,quMNisn-lrnpa&&quot Opaque 12ijlr2O22 No yes No t,41A Compoialk, Edge Filbeirgass &gIE'Dogir with sidetibi (Ina `rioloqbsviiing� X01 Oxor OX0 Florida Departnient of Business &. Professional Regulation Pais. i ef I Florida Depairinnent of BAisIness & Professional Regulation Peso 1 pf i 6 t. Thernna-Tru Fiber-Ciassio and smooth -star configurations)' Nominal 8&*38;0 &qivat;Non-lnnpAct&qUot;LOPAqUe 12iSirzo22 No Yes No NtA, Florida Department of Business & Professional Regulation P.,s, I .f i Building Cbdosand Standards I W=1 Building Codes and Standards 11612021 C.misosaw Edge Fiborglass Single Door BuildrigCodesand Standards 1WO21 7 g, Th%tma-Tni Fibw-Clasoig and Smoorth-Star OnsvvingtOutswing-X configuration) . Nominal 3&ff3Q;Q&qu4Ngn-ImPagtAqwot; Ciponqe 12a%44 Composite Edge FilserglaosSingle'Dwr vi4th No Yea No NA Product Approval Application 00AI1 Product Approval Application Detail Product Approval Applicaltion Detail 0­; 111111,1���� son= i i, i i LVARAM i i ! ,: 1 a, �:, 1 I ;; ': ;, a 1 i I I : � : INEEN511100 ,,; I � 5 � � i 1 ii i I i'i �; i sma"M Sidelite(s) (1rSWng1OWta0M9:XO,0XorO)(0 I configurations) i i 8 It. Therma;Tru Fiber-Cl,iissio and SmDoth-Slar Nominal 6&939,,6&quot;Non-Impact&qupt; Opaque 121$1=22 NO Yes No NIA Entity cr Dot. 2M. Data ��jajFng go C-do Entia, a Data [We Dot, P,,dl.m =2 4 Composite 5dge Rber�;Iaw Double Door With or Code Entity L Dot. Data MA Powdina DA6 Code C.A45A Enpinver4upinjao validated air V,IkW $ubinitted Pat AswrA,a0 Anans.. AW11M. AM version Manufmairer Contact Engineer & Uki validated By validated submitted POO Anaroval AssworVed status Wiftout SodMitbili (hu;WjAgJOut%WI6gj XX at OXXO configunations) I= Wrahpin Mona6wituter curilact Imal-isr & Upishoo Volkideol Ely Validated submitted FOCArossnisil A,wP,wd St." lia Version ManuNdurw Wtoolosr.nd Do.% 2enfStAng., Liil� R L-.sj RE Eleven la. Urich. P5 10)00020 �,0106*020 INIWD20 12116;2a,0 Anp'-d Afforriation 2D20 Pis"I"Inglustnes jess R .... ski Mhwn�Dado SCCCi- ORR Usmi-QsdASCC0�)1AL 11,106,TD20 11ADW2020 11MV2020 APPI-ed 9 [ Thernia-Tria Fiber-Ohosio And Srroodi-Star Norninal SUS9:8 S,quor,Non-hhpact&qua,,GIazez1 12al = NO Yes No NIA Affarnsidlon 2020 PST Industries Jan. R...* fA.A#­D.d.sCCD-trR W."il-Disdoacco-VAL 1 IjOU202C I M1�4!020 11MVP020 Approved Rv�i.gn :W20 wit t*egary, Witindimys, (717) 365-2300 PE-M 4 (717),317-13454 C�4020W_Whd­S, (941)466-0iG0 (70)315-2590 Composite Edge Fiberitess,Singki, Door drisv,inglOulawirig-, X borrhauradich) get.groty.. 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M6.1s, jrApePt) , \!A� If 44M)2025 M, Yes Yea Y.o MIA S-4 ProoludAladal Iftioutireatflann, , ,� mootact D.sorlaboa - in AwZ mbiliolisSIVAI RAIrietart Pressure configurational � 57114 Verhw A—— Uxillion 1"=24 No Yea Yes R,A 12 I. Therma-Tru Fiber -Classic and Smooth -Star Nominal 7&#U;G&quct,Non­hrpad&quQt Glazed 12i3l aO22 No yea No, NIA 13 in. The­Tru Fbe,01aseic, arid Sinvooth-Star GompoegtA Edge Fiburgiaes-Sing le,Dox (Ins,010foLitswinz, Xconfiewativn) N­isal 7&#39�0 �q..t,N­1.p..+&q,ict, Gi...d 12131 P2022 No Yea No NIA . Composite Edge Fiberglass Sing te Door wth Sidolfta(.) (Inmingfouts,vinX XO, OX or OXO Z gonfiguraqonsj� 14 L 0. Therrr*,Tru Fiber -Classic And SM06th-Strar Norninal S&*a:Lo 4liquotlMon-InipadMquot! �iazed 1MIJ2022 11 . � No Yes No NIA, Cornossibe Edge Flb.rglasi; Single Door (Inswrigtoutswing ,Xcionfigurabon) 15 o, Thermo-Tru Fibor,claseniQ and Srrh,oth-$tar Nominal S&#aQ:0�4uotW0mpact&quct; Glazed 1X3112022 NO Yea No NIA I Cornposise Edge Fiberglass Single Doprwith Florida Department of Business & Professional Regulartlor Page Z.f2 Florida Depaittitnetrit of Business,& Professional Regulation P.P1 &2 15 p. Th.rnna.-r. Fiber.Clasale and Smooth-Sbal 5idel0o(s) (InsWN1Outsr*ng:X), OX or OXO conifgurations) Nominal 8&#39;O&quotNo�InnpacgSquckL Glazed IM1120V Composite Edge Filsergil.es D.ubia D= With or No Yes No NIA, Florida Do rinnent of Buialrelis & Professional Regulation 'pa � . Building Codes and Standards P.9.1 V1 102NI Building Codes and Standards L 10m,2021 Building Codes and Standards Product Approval Application Detail 1woz! W %nifthout Sidelites 0 ns,ivirnjfQvtsviAng; XX or,OXXO Product Approval AlpolICAtion Detail Product Approval Appjic�awn Detail configurations) - 17 q, Therma-Tru Fiber -Classic And SrA6oth-$Uar Nominal M#59:8 &quotNon-Impactaqusnit; Opaque 1X31=22 L No Yea No MIA is= i , i I i i ; 1 e r, Themna-Tru Fiber-Clawo and Sninogth-Star Composite Edge Fiberglass Single Dag roth Transcm (InsWA9/OutsW% = configuration) Nominal 6909;8�&quottlon-Impactaqittot, Opaque 121S1a022 No Yes No NIA , i i , : i ; ii i : i I I I ! I i I ! ; : i I C 9A i i i ; : 1 ; i : I Emity'a EMMMEMERNE Cato Data Data Pending D- Cod- miuft Version Monurlsotunur Isim or, Coot.ct Eneinowilk1mia"o, vall"Itod & 2U Data Da, Pending V,Iid,t,d ftbMkt.d PRIGAvioraval Me Aaar-ad 11111911i QM _Ty_�'A varsha) Absnaractuter Entin, or c.htm gurifinvor & Ucenins voildsood IN Dot- 2all Data Ponclina 2112 Validated SulonaRtsit FIC Avon," Approved glilgA composite Edge Fllb�l ... Single oc�r "" , am vamion Mantifoolurrar - finglowra LJOMa. "owed a, vandarid subijardord FacAlacroval Anconsy,d slahos Ra,A�JPA 2020 Aside Mink Thornipser, Lyndon F:Scruninditi FS, Ryisn J. King, PS: 01512021 O2n&292l 02122nb2l 00,13nO21 APProvAd Revision 2020 SAF A119h.01 Ellen Robert Nwnftirn John W: K..zavidh, RE 0926,12D20 0912IM20 1919MO20 12116�2920 Approved � - Sidialfte(.) and Tna.... (TAavviAs10.i.,AqE. OIX04 oiox or 6?bxo configurations) Re"Ilkin 2020L Jern.� Hardlir Uldinig Phodu0s. lii,, Chad Dor.lis V, Andws, Tan John Ek,utherid. RE oifl!15=1 1-2(1412020 01,06,2b2,1 oing FRO Anion Col."! Par.1 Wells (1 0� 922-2389 PC-43409 J813) 7Q145555 ciaegow. Roofing (W) 706-341 I PE-50i$S (W) ?72s-224 19 a: Tharma-Tru Fiber-Casax, and Srriooth-Star Nomi-lt&IP.��et&qW�Non,l*pa�tgquot Opaque 12,'3112022 . I No Yes, NO MIA categay: Pound! Vftls SubCAtatiory,. Viiing (MR) 54ti-059 PE-81402 (152),X?�2528 ,n,d.dIwPkaQjaAAnha,d 8*Oden-qr Soffit. Adi-psian(iieusidep.. S.trqA1eQoq,'Aaph.ltEhlAe.S compliance Method; E4.-H.A.Pwt from a' mWoh&a1."m mi C.rnpotrte Edge Fibeiglaws Single Door ,vith XQ, OX or DXO , Comphamov Method: Evaluation Report Yom a o'com Mom loneo'Nothood! g,-Aaahm Report V.m . twos Rogl5f,rocl ArchltoCt Pro Uc0ho9d Florida 0 I I I Florida Fnig[StonedArchitact or a Licensed Florida =(In*,Mng1Q,6vsng a Head And Sill configurations) FJwk1s,Rk9I1t.AA1A(Phlt..i .1 a U.sAwd F1.01. P reral Engineer 'ofew Proforesional Engimow - , , - , - �, - ­ - ", - , , - , ' � - , , , ,,,, , _� - " � -- - � - I I �� � - �- "., - ­ 20 t Thdmna-Tru R to erX4*ss1c and Smaoth-Sh2r Nomins 1 8&939; 0 &qual� N.n-I mpact&quct Opaque 12GI12022 ' Composite Edge Fibarg law SingleLDoor with No Yea No NJA P,.fa.ftd Engineer � ­ ... �, , , �,. _, , , ,, �� � _11 �,� p -- - , - " , - -- - , , , -o-`�"ai�,,-iL",-,- ,- _-,--.-,�:,"� -, , ,," �� ,,��,i�,,�,, , ,, .�7 ', I A , , - , ­ I I , "' , I ­­­ -,,,, I ", , � T .. .. .. 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Therma-Thl Rlo-i-Clawk, and Smooth -Star 1 Notrikiiii sang�,S kiscit Non -I MpacMqUot; Gliazed 12aIM22 No Yes hip NJA See A Produet Modal, liturnber K Memo 1`11"Auct DOSUNO Ph Dot# in Ryn otitoldis HVHZ Res1st Pro.sur, Sea 0 modget Model R-b., - No- Product o6strhation contract EsPI.H.A rians In l4Vl4Z o,ftid. MVHZ - P-sul. Sea* I CAP Asphalt Roof Shingles Fiberglass mlnfio�oed 1-tab, WTI noted. 54sa and 12f1WO22 N. Yes MIA NJA r- Composite Edge ritherglass single Door With 1 cernplirris; Lop Siding; 1bw­P­l top sibling 1 ZGM 2s, Yes Yea MIA N�A I a- Am-otZ3,quit sotot Vepi or Sdid Vinyl Soflk QMii2023 L I Ng yes Ine, No N,A NiA thipfticatesisph.ft shi.91- Siclefilat(&) (InsvifingfOutevAng; XQ, OX or OXC, 2 Herol,Plank LopSiding iti-p.mort top .kirg 12/3112,123 yea Y. N fA N)A 2 b, il,quCtAlftwis 748,00t; 80111 Vant.r idvlo�leprnt 12131,2023 $is No `ie No Continuous Head AndSill coftflourations) 3 c L 4quo0r.-torlar "Mags, ee.40diot3q�,snirk, a Vahr or $Old Vib�l Soft tvii,202� No 6 NO MIA 2,2 v, Thermst-7fu Ficer-Olnoisic and 6mcath-Star N-mim[8&0:3�:D&quc�Non-]iTi�actaqupt GlazO 1 Z1�112022 No yea No. NiA A d: &RUbt;D5 "�Qi", sprift Vmtcr gold Vimilllbnk izszmc�s No Yes WL NA Compojohogdlle Fiberglass Single boorwith sldahflbel�ai (Inslingloutevving ­xO. Ox ar,OX0 5 0. &quot�Chark� C).k&q-.t; Soffit Vent or Selo Vi,)1s.gg 121,202 N. Yea No WA No WA Continuolus Head and Sill wirfugunabions) I � 6 f '�q­t"supii' Spw&q�Pk Sirtit L V,hk � solid Vinyl S.Rit 2t3 nO2S N. yw 23 w. Therma-Tru P11>0r-Clawk, end Smooth -Star NorniAAI68#_116;8&qMpt: on,lmipaot&qug�Ops ,u, i2fflJ2022 ,N No Yes No NIA 1 1, ", , Composote Edge Filborglaw Door Parielswith Vented , __1 `��= ackolibsi.) (hm�Wn00ubswhA9; XX, )WOrYJM ponfiguAklions) ---J--/, eft 24 x. Therma-Tru FilbvLrlasaic.and SmoothiStar, Nominal BUSQ;D &quot.Non-ftApaat&qupt, Opaque 1213112022 No Yea No NIA C'S Composite Edge FibefillwaDpor ParieloyAth Vented , Stclelia(s� OnAwng?OU I towing; )0� XXXor)O= c::1i --W , :. .:� 2.1 y. Therma.7m Fiber-Ciftask, and Smogiti-Star , vionfig.r.b.n.) 12f,�112()22 N0rAjA9IS!k*3g:S& U& ft4nv,0&&q1ctGlA11d I q No NO Yes No NJA Florida Department of Business & Professional Regipation Pope I Pf 1 c1iiij , (/� C0 ZI. 1.&j 0 .= C= 1-- Compoole, Edge Fiberglass Door Pa nets VAth Vented Sd.ji" On-nvloutsvvm� * xxx or X�= Florida Department of Business & Professional Regulaton Paget at Flonda Department of BuSAjeSS & Profasslignal Regulation poll. I orl 11"21 BuIldIng Cod" and Standards 10,021 . Ll = CL. - 1 . I lingricei Building Codes and Standards. 111=11) C1114 M C.3 configurations) No Yes No NIA Building Codes arid Standard S C,4 1= = >< 26 z. Th.rma.-rvu F bor-Clawro and Smooth -Star Nominal 8&M:D&quct,Non-[rMalotgOuat;'Gl�izo 12131= , Composite Edge Fibaiglas� Door Po nets mth, Vented PrioductApproAnd Application Detail Product Approval Application Detail CM LA_ CL_ = )C(, XKXOr XXXK Product Approval Application Detail . (a = ti_ 27 za. Therma-Trut riber-Oiassic WW SmootK-Star E;tdatins�s) (I riaMn coringwatons) glOptsiMn,g: NommAIJ8039;8�K ,quot;Non�lmpaot5qualt; Glazed 1031112= No Yes No WA W LL. i _= C-4 = = !2 W - C-4 � EM QompositeEdge Fiberglass Single Doorwith 3&"G�,() XO, OX Oxo code linalist a Data Data 00 pending an cisdo 9"M10 Dole 20 Date Rundinto 130. ant-- �4 03 11 Sidelile(s) (I ri.wing(Out5vving. a �gdk- . findbi, - , 4t 20 Dole Istradn 2 UP, EnW,,r& Lions, validated th.teeld, M ft..VA A"ns" SIA'A IVO. voralw manisfePturair contact Ringhiii. & Ue.ne. VA11,121.6 eir Validated 9.13MUlAd PHIC Alibraval Aligns *� = as 28 =L Theima-Ttu Rber,Clasol.wid Smooth-,90T configurations) NoihmA,lS&a3S�8 &quc1;N.n-InAjuiUd&4,lpt. Glazed 121SIM22 No yon, No NJA 1ka Vanit- Maborhaintror I Contact Engineer UPa,.# Validated IN v4dabsil 306,111111661 TU AgoArval A,Arg 2" IYPA viona- Man"recturAr R.vk,1.A 12020 LV_ Thompson. hic. dos, ThOmpsion Architectural G901,19 Torni Chfisfta haN R. Priest St"n M. UrIch. PE 09117M20 09,1612020 os=qz 1211&'2020 Approved R.,A.kin 2ow Honda M.101 prooluot. lno� L Chirk Jones James L. Bucket, P.E-0 Somn M. Ufth. FIR Dr,121)2020 D9,2512020 1010412020 1211612320 Approved . - - = F = composite Edge I'llborglAw Double Ddor Wth Re,AdloA 2029 TAIAKO SA41.9. Pl.i:141 LLC Kerd Edan Robert Nionninern JPhn W� KnezPvlch, PE I 1001)4=211 0912912020 10AW0.20 1211SM20 Apff-d MatoI5 Carnpany (TAMCOj in ,Zee i815)2044M PF-74021 7M317_8464 t I Category: Roginhil (004) 783-8400 cauc engineering (717)317-6454 12 _= := -< 3",Ko aideiies (I risvAnplQuosiling.: Qi= configuration) I Category. Pectins I i417).E74-6944. PE-5085 (1)54) 772-6224 caleg": R , Pala 9 twy@gpmeis roofingoom OulpCidegiory-. Roofing AccWorjos thateirs an Integral Parlofshis Rooffingay.t.. Harkw­eom Pr-a112`s2 � - 0 �: M !-' ii- 29 zc� Thwma-Tru Filbe�Chiarsic arid Sn,,th,Stl, Nominal 8&M,O eliquokNon-InVAcillicluot Missed 12MI/2022 No Yes No WA Subcategory: Undedayffiants Compliance Method: Evaluation Report torn a keAn_edeAa*mk0,Wrn SubC;deglory;,PoPrlrg Accessories that us so I Roplins CQnnrlIwrPsrAIothQd�FY.hAitipn Ropodfrom a - 5 W CU = Composite Edge Picorglase &916 Door with U#X.10 I . Ftorids Registered A,chdooto,A Ucamed Florida, I mouinfl POO ofthe "orn Cornpliavea Method- Evaluation Report from a, Radde RagrStwedArchinictora Ucensed Rodda . 2 . � (j W : = (= 8iclelilbs(s) (lnaviinglOuh,Wng� X0; O.X or OXO I ;rfiou,stkino Yea No WA Pr.fe.i.nal Engi­ , _, ,,,,,,, ­ ' . __ ­ ­-, �­-_­ , ­­ ­­', I Florida Registered Architect .1. Licensed Florists ProrR�akinnil Engineer Pnotoosion.1 EngIriaw I , I "I 1Z �,�, - " , � ­,:-,,,v """, ­ "'I", ­ I— - ` - I - � I , , , " 1, _ I , , , ,_ , 1� , ­�: , 2,_ �, � ��, "', � " ,_ ", - , , , , : , I , �', _ , , - � I -1 ", I � " - .11 .. ... . , I I �" � " "I , , " � ­11 , , , ` "' , " '' , � , -� " "I ___11_1_ ,, ,, 11 ; I � ,",�', �,�� I . -11 I 1�,�",� " � "', �1, � �: ,%, - � - , 1 I - , ", -,,�� " '­ � ',� '7,�, v, -_ �, , , ',-, , - - - � , - , " * . . W ; = 2 >, 30 zd. TIhorhip-Tru Ficer-Chnogio and Smooth -Star minal 83#39:0L&iqU0tN'n_hAPaieb&qUot! Glazed 1WIM22 Ccrniposite Edge Fiberglass: Double Door No L " " -­ _ , _, , ,, ",__ _ _g _t S�­ , , " '- L **0�04��� Id - �5 O'k �,',, - , " - � , _V. ��., , - , ��', - --,,- ­,--, �, 1-1 � " "xl", I 1'1__'1v21 , , __ 1� I ;, - "a -?-,-,-""-- .1 _-____'� I 1� _­I � ji��� � , " ___ - 1, , , ... I 1­� '__,__, ­�­,­ ,:� "I - _111� , � :, � , ,�� ��, , "�, � 1, �� , , I- , : : , ` I _111---l", -1 I - ", �� .- " . �' � 11 " , ` �: �,, . , � I � , , _ 4 1, �,� ,,� , � ,,, , � �, �, -_ -11 � . . .. ... ,"', - �, , " - , , ""","", , " _"� , " , � , ,"'� I , 1 � , _ 11, 1 , �, �, � � �� , , � �7, L �, L 7�� , I j" :_ - I -1, - ­11 , . .. I � "', �­` - � �� " �- �-: ,", ... . .. . � , W -EL = with 384S%1) 91dalltes (I nsWnglOulwAng; 0XX0 I, � Quality Awkil-ce Agarosoadf-ija Acsgmwid for U - b-sh". ��Y,�,`,A""',-,,,�,� , '4 .. .... " ��, - - ,i , ����,,,�,, - � _�MNAMI" -1 11""!",� - - `,� ` - "', �`*�-­ 4101" 4,10,614" - " '' '_ 4�,� 1 � R111, I �,. .""-,-,,--,--,.�-,,�,,��,,-,�--,�-,�-,,,,,, ,�,,-,,�,,-��,,-�-,-���-�,��.�',""', gml� �Rml 1ZW 41 ,11199W�Z' Amprovedfalhis ADOPoVird for Wis 1110.61 Willi Ris.ndent proseu. = E gontIgunatton) cont"oet simikait Dot. In HVHZ fi.skumt PA,.WN - � _'_ Qualit; Assititanorl AQDfWd1ofUa- Abl)Efilfad for US- Iffilgael RWM 9-0 nr hoinie Rrioduio, domrit,11611 Ani A a, 14VHZ outside HVHZ W C) at ze, Tisermin-TrO Filier-Clossucand ShnocithZior I Nominal 7&#39,'10 &quotWon-1rApsoI&quo� Shake, 12)31 r4a No Yes No N/A 6-4 Product Model, Nuailror or No- finnimi Dosaigillo No MIA NA Product DMWW raggot ewasubg ibila in HVHZ outside Hykz Resistant Pra.sure 3, ;O Ridge, VirritiliqUOL p��, Aluminum Ridge Vent$ for pitth" root fohninated No yea No NA E: W Series Composite Edge Glazed Fibe,glawSingle I TAMKO Rod Undeflayments (HVHZ) Roof undwomom. for ties h F BC 14VHZ O"noz livisdotims. Yes a" firtaduabiled.l. Nurntiff RL Ham 1 TAMCO Flia Topofl-Rkigo verit .]in Sale im TH, 26 ge. 5tatlqroofvedlat� with loalgi, OW0812M Yes Yes NA MIA *blv 0A25'AlorniWin 1­ C2 Door YAh or,Mthout-1 9#30;2 Sidsolito(i) (In.WA91OV1Awhg, X, OX )(0 00)(OconfiQuMitioll) 2 TAMKO Roof Undertayments iAOM-HVH7) Root Unded.rent, for us. 11 F 99 .--HVHZ 06421312= No Ise MIA MYA 2 TAMCOGppR.r..kV4M 26 go. owokow, NO y4s NJA +0/-62.5 - jurisdictions. 3 TAWO Off-Rldgo Rod Vent "Ath 1341114 26 go- static roof,rogifilsiorwith hitograted bome osholtlm26 Yes, Yea NA, WA MAN 4 TAMCO Round Top MRWge Vent with Battle ter Tie 26 go- stati. 10Vverollator 11fth battle 09M,2026 Yea Yes MIA Florida Department of Business & Professional Regulation regret .f3 Florida Department of Business & Professional Regulation page I d I Flaricia Delpathirent Of Business & Professional Regulation , P.A. 1Pf i L 1,7=21 Building Codes and Standards U25022 Florida Department of Business and Professional Regulation Building Codes and ftnidanft 1174021 WildingCodes and Standards Building Codes and,81tandards 3/15/2022 Product Approval Application Detail Product Approval Application Datall Product Approval Application Detail U) Product Approval Application Detail L. N 1 a 1, 0 1 i: � INNEEM i ; 11!1���= i 1 a i, it ii : 1 1: i ii : ! - I winkmaw aqhfi� Im, 9" us" Pending M Code Entitir or Date - Date Pandiring Date i code 110 X40CW 1111611111-10WE I I VaNda I aid C-111­1 - lar Dole 20 pole?vAlas Vatickdad SU Ad F5c Unionist 20 , Adow Stan- Qft 7­0 Version manulactula, � conted E,,&- & U._" validated air Andwa-R.bri iARiW,tmfforrr( Evaluation GoryW.Ohrlkoir I vallds"'I ,Submitted Rod An,vora IV)=020 1 1 VIN20 2 0 Aomirvoti at" 11ID&ZO20 Atept"d I -AL. Varision Manufacture Re,n.von 2MG, Global Protodlon Proeluica�. U�Q comukt Sn4i"Oer & Lipari" ValiddRdl Tim RolorisoM Walter A. rillt A, P. E, John W. Knezevich, PE Validated Submitted f5C Approval Approved Zalu UVOW2020 0910PJ2020, 1 0101M20 12ii15t2020 Apion,vad (D FLAM-MI Rs*ron M Lcmirnco Katrina J.10y James, L. Buckner, P.r. Steven M, Urier. PE 1 V23=D 11J25/202(i 11,2912M ding FBC Appi, Ro�,Iaksn 2020 8-IRe,dfing Rooting f8oll aiia_(;Ogi SoNlops 1,1-C, ��206) 8S,44M Category Shutters W-7645 PE-44167 (9S4) 772-8224 Code 9WY_Qr ,= Date Submitted Date = At" Approved Cet.gdry! Roang StAlocatopmr, Wonting Acowaoiles, trust wean fS(iiiiiig"Ir3 PE-�1242 (717),317,841,4 kjo1he�WMcPpcA, CobathAr, SubCatoginy! Arrant; Thee C(,"llanda Method! Eve-tion RiiRet ftlem 4 RoblnAndersonQboral.ca � m Subcategory: star,rAlpon.l. Compliance Method: &AluaitiOn RQpQrtfrom a I olt, , bmsounGgplowitoom j(pa Varsl2n Manufacturer C-0 EMMA" )(A� ValldilW Eftad-IM. AggEgnj linisgral Raq afthe Rogfing System Florida Rallislarbd Architect or4 Licensed Florida I I - License JohnW Revision 2020 POLYG LASS USA MauryAlpert, lOt26)2020 1012212020 FBC 121151,2020 C-g�l��n..[Wgh.d:E�.I..ti..R.p�.tt..M isroq.�t S,olusalon, Entity _ �,',,,�,,,,,�� . . . .... . , ',,,� ��,­ ,',,��.,�""",�t""��:�,���,�-,�""",i-,,,�-,,'�',-,�,,�-,,����,�,�,��,,��,--�-""-4�,:����,�,�,�,,,, " , ,,,,,_ Pr,ofessionej Engineer I , Zev Car"ory', Roofing S9542331�3OSmalperb@pol�glass.c,om Robert Nierrine" Kne ich, PE Subcategory: PE-591 68 (954) 7,7'2.6224 &ORMYAL 11/bi/2020 Fi�ldaRegisteTedAr�hitect�attce�sedFl.,ida Protoosionornal Engineer i �0��� -� �Rww,-� ����,�,�V`,`,`�, - ,,,,, , � , - �Wx;',­,,,,,� WW' -",,��,i_`-,,_,,,-­ �___ - , - it� � ____�'__ "' ­­,; .... .. �, -, - , *M� N�M� �A��9�W ,�,, --, ,,, , , , , - QUajtvAsUKW loss, _ ... ,,,', -, ,','-'-' "', ,,�-,-,,���,,,,�,�,��,��',',.,,,,�---.,��,,',-,"�;-, "'I"'14 ,,rU,P1,,,,,,,,,,,,��, ��,p, �,_,,­ "t A=6Y4 U Yja JuPorgm for ga , in 14VHZI outdo, HVHZ - ", "21 1 �,'�,�, ,',,'1',,',­1 � Y�,.,,,��,,`�,, , �, �, ­� � , , ,� -2, i2libla Diggs Resistant Pt� I'll, I " , I ;­­­ �, "'; "",,�"I','�1 �t� , 404wiiwij�� ­`� 11-` �%= - ' " ­ ' "' " ,- - " , , � .... _ , � - , _ , , �, " � , 7""", ,,,�,,,', ,,, - x ,�,, "'5" -, ­ ��, �, , -,',',, � ""I , - ,� , -", - ��, ,_', _ -1 ", ", � ,, ,�,�,� � , ,* -­_ , " � � � �� �,� ", �', , � , , , , I " _,,_ 1--_ - , I I � , � , � 1- , -1 1� 111­ , _ � - - _1 �� _ - . " � , , ,� � ,7 - , -1, - - guagiv &Mrance, , 11 - _ - - ­­ - �,` ", - �_ , '� -,� ,�, ,,,,,�,,���,,,�,,�,���,�,'��,,,,,,,"�r'�"e,�,-,�,�� �, ,-,,,,',,',_-, " -"',,�,�,,', ,,,,_,-,,- _- ", -11 I I 11, ­ ,�;`_,�,""L_;_-" , I I � � ",;� I - �, , ,"'I" � .-�"",--�I'l-,�,,�.""",,�-1, I ," , , , " " ,,, - �_, 11 , _� � AnaMyed for u Ago use Lliiiiijd Design i n 211 E Lindeflayments Approved for Use Aoigr9yed for Ilse hrinad Desigh S-4 e��Nono, to "lly .or., "Pr ­ ..OAA pg��� C. 1 WIM20 No Yea NIA NIA Seq a _ uctAiliscled.,Number or Name proq Produce Description Contmet ]EXpiraffort Date In HV Outside HVHZ R*sdetamt Pringsu Compliance Method: QUallfivAsiffiralict cmtmt Expinitibn Uous laHVHZ Ourtsidg HVHZ R"i0a Proisum Thatch &,amp; innihad 1 20Sage Galvanized Steel .Iwm Farhols)HVHZ Corrugated Galvanized Steel Storm panels retained 12all2m Yes Yes Yes NiA -4--il, Eva luation Report from a Florida Registered 5221 Pirodapt Model, Wait or Nam I Doi,ii-Ak'v DA-4or-IRl-SuiftD­k-Ai1DA-4 F"durt D-aalk, 1 I- ion.s., P, ohierwylio.ii, Phisk, Roof Vent 12;16imli MoobvicaN Atteilhiecl to P�nvio.d Dora: No Yes, No -97-61-07-5 17 Sea.mY900 -'et Shake Aamp; Split Shake 18 ,S­y0D1-$I.1wShAaAsmp; Split Shake 19 Saxony 700 - Shake, sataAamp: Split Shako Far Profile -stooldon. CA 1213112020 Flat Profits - Ri.a., CA i2MV2020 plat Profine - Moo A-, CA im1f2021) No Yes. No yi,� No Yes NA MIA MIA MIA MIA MIA 2 24 Gage Galvanurtil Steel Storm PameWNHVHZ or not by tracks to provide hurroarve phowection, Comigated Galvanized Seat storm Panel. recouned I V,�l 12022 or not by tracks to prcvl de, hurricane protection. NO Yea yes Ni`A = (D Architedor a Licensed 20 Soso" 700 - Shake, Snehi Aiunp� Split Sh6lie Flat Prcfi,L -_R,�Iftftp, CA 12131,2020 No Yes NfA NIA (D Florida Professional 27 T.Joe Espans I so.olona H gh Pro Is aty 7A 1213 1 ,2020 No yen MIA NA Engineer I 28 V1111 L-Pr-S. - Kars, TX 1=112020 N. Yes MIA WA = rLft26A1­_R31 Products Z U) Quil&AMrart AWsjyitdjQcMM Impact Doti , iLq# Product Model, Number .rNarne gg Product Oesior gallon . ALrW- EWraltlon !it HVHZ go-M1111 Resistant lar"Igure, ate M I Polyglass Roof Underlayrnents Roofing underlayments 7ml= No yes NA 4NIAI-622,5 NIA � > I Poiyglass Roof Uroloftymen% �HVRZ) loplygiess roof undehaym Ante fgr use In FBQ 12=023 yes KVI'lZjUdedidions. No NIA C13 0 2 polyglow Roof Und4daymerft (rion-HVHZ) Poly"", -of unclerlayments, for use In 12J2312023 No Yes NIA -NIAI-0225 Florida Department of Business & Professional Requ lation Poa.l�,,Ii Florida Department ot'Susiness, & Professional Regulation P.g4l .it L_ 1 Polyglass Roof Underlayments (FfVHZ) M r.A_HVHZ jorlstilkidons. Polyllass roof underlayrn Ante for use in FSC 17123UU23 Yes No NIA NIA F lorlda Department of B usiness & Professional Regulatic n Buil I ding Codes and Standards Pago, f od 1 In-1,2OZ2 , Buiidinti Codes and Standards iqJ20pi Building Codes and Standards IF612=1 > 0- 2 Fo[yglass Roof Undartayntents. (ngri44VI­12�) HVf4Z jud.did.m. Pollyglass roof underlaynn ants, for use in 1212JI2023 No FRO, npn-HVHZ jurisdictions. yes NIA -NIAI-022.6 Product Approval AppilOtloin Detail Product Approval Application Detail Product Approval Application Detail 0 Coo. < Nam I Folyglass,Roof Underigyments (HVHZ) Polyglass ruof underlayMaks for use In l"13011212=023 Yes No NIA INIA I HVHZ jurisdictions -WAP622,6 Oo;2 Pending Data 99& Erift or Date Dole ggletwInd Data Cod. Itritty Dole Re Coo Pending ova FBC AtuspAriall SAd_ " -4--& 2 Polyglasa; fitoof Undarlayments (non-HVHZi Polinglass, roof undedaymerks,l "Use In lz=023 No nun-HVHZ yes NtA 9242 EfIII&L Engineer & [License Validated VA�L M Submitted FOCAo0roval Approved Status T-oa Versina hamsfachune, Content Enamor & U..h. vadebode, VaNdAted SUbMitted Fac Aueraval A'Agavad a" T". Version Marrurflietunk C.Aloot Endneer & 1-ficiesw "looked & )�Altagd Submitted A0001,01 0 1 , Polyglass Rool'Underlaymonts (HV14Z) FiEiC jurisrhotions. Pplygloss roof underlaym anits for ulPo in F5C 1212=3 Yes I No NIA NIA Tv" version Manuiecture Rwision 2020 All American Shuttersand Glass Conta Mike Barbieri PhenikL. sennaltdoL P,E Troy Birhop. P. E 1 - T1Y72W2iT0 1(Uj 6=20 11t051= 1211&2020 Ap,,cvAd L Revision 2D2D Alpine Category: Sirudlual Compononta St­t L-As IC:C Ev.hhd.nsarvlCaL LLC Wiltion 1A, Rwilo,L ME (321) 710-3377 �40) 661-1917 WAV2020 1 =2=0 i W,%020 IiM/2020 Approved R.,iw.A 200 Commore!9I Concreto Produotainc, catwow. stinkswo Cornporrents Robert eilli. SaMal A, gif"Aniry John Hoy isis)M-1707 PE-34245 (3521508,5311 1211612029 1Vfff/2(12O IW29121130 ding FSC Appr� = HVHZjuradiclions. Category: Shutters (551) 712-9582 PS-W46549 (954) 947-0880 I S.bcatog.ryl rinses Pates, sievh�nolplrelt,lesm Subcategory: Products Introduced sea, Result Of R._a"1cr@hyoh.p..rA -a 2 Polyglass Roof Underlaymente (non-HVHZ) Polyglass roof underlAyni ente, for use In 1212=3 No yes NA .NJAr­=.5 Sulatiatagory: Storm Panels rAlkebQatlansericarshuthe . Curnpilarns, Midirod: E,aJ.eUW Report from . fiew"Tachnoto gy, FBC nun-HVI4Z jurisdictions. Compliance Method: Elmi uation Regod lrom a Florida Registered Architect or a Licianised,Florldla rs=m PrwuDt Evshistim Entity ­?, " I-" "_ " 1,,_,,"1_,91'_ _, ,­ ,,, ­',­", 'L" ." 1­­­�­ 111,�q'­­ -, - "" . ..... �'i ,,, - � � �` , I - - ", 11 ��',,-,__ ", 'I", "�, ffl�,'M - , "I , -, - -- - - CorWilarvoo Method: Dawation Report from a F1.dd.,Rs9l,riwodA,PhR.Pt­ ul-owlPtorid. 0 Proressicrial Engineer , "' ""', ',,- --,- � -, . - " ', ,,1�11 ,,�,�,,,,� , , ,_ , r, _-�,�"'',L,­�­ ",_' � ' - -_ I , I I I � I I I �,�_", �_,§ L" ­ -- -- - , , 4, ,,�, 'I", "', ,� 4'_,,,'� K, � " , �, , I'll , ,,, ,,", "'I"", - -,,. �_, 13 I _ �, 1� - z, . �� �� , , ,n_"_""',"�,,`,,, � WW� - - _ , � � ", �, 4 , - -� � ­,", P", - _, � , _ ,�,� � *4* , , - � � - - , 1. 'I, - - AM11,1_1 IN _, � "'R," ,_ �� ", , , ,, ,,, ­t� N -,,�,, ... ,, R-ofossional Enginew - � 'L I - ­1 ­ I'll 11, 11 11 .1 ­ :, � I ' '�L ", 11, '� ' - �� � ­, � ' , " ' L_ � I � ,,,, � , - - , ,- � _�� ��­"' , I 11 - I I 11 ,,_--, . , -,,, , � :� U%"1441111" , _,,,',1,1�1,111'11'1�i" 1��',"',11 'I" - ,, I s, � I , I ­1' I , ___y�, , _ ,-, I - - , ' -,L , - - , , - - - - � I � - - ,--, , ,- ", , , , '� ,, " -'� � , , , , - , " - - "' - , "`� " , ' _' , I 1� " , . _ ­,�._,,_ ', - - - �� " - . ...... ____ - . .. ,��_ - L- ,, , , -- ,� - , " -, , " , , � _��, , , � , , - , � ,",,"", " - ,;. -­','r",,�"­--�,� �� , ,t_' �,_, -,,,,,,,,-, �___r I � � , �., , " - """, , """ , �_ , �, _�_',_ ;-', __,.`�, - , ,, "" ", . _ � " L ", , , , " �� , , _ , - , , " ___ �� , " �Z - I I , , " , , " � � "" I I ' �'�,­-,�­' � , A�� " �� "' � -,,�,�,- � � - � 'I" , , ­­ "�' `Z,,,�'; ,�"­ ,'��, -, � ,-, ,, _ � ,7 F, ,�� ,�_�� ­', ;� ��,��,_ _,','�7, � � , ,,, , , �� � �, _-, _." , "', --- � , " e -, " , � -, , , - �_ '""' _ ­ , - - " " , , , " , , - , -, ,� , , _2� ", �,2k 'L�,"� , � " ____ L'�_ �, " �, -, , � �__ , �, ­�, --"' � ��-­` ,,�, � - 11 ,, �,',' ,j" ," '-' � �,�, " , , ,� _r'�' ­, "" ��,,, 11 1111.�, �� , , _-_­,,,,z,�,.�,,,� " _,r M000l. kunew Ham. OHtift Assurance Froduet lasonatida contra"Xithrallon Dail, A ilp­,ad for Use AbOrovoil for U " In Holz Outeldisillym f--d Deaks, Raislobigg pressur -, - I I, I *00*���Wffm"' �n���, I , , :�'� ­,l -1, �� � I % 11_��,,� I :� ,� , - L, �,, I ' , I I I :1 : !,�� _� , I ,� � ­ , , � - , - "I I ,, -',,, - � � � '�� ", " �'­ �� % ' , � I � I � � , �e I , , 1Z , �­ , J', , � �, �:, ��, � 111�', ,� � , � 11 , � I I " " " - , " , � - , ,� , I � �, �, � I , , � - , , - I I -, I � 11 1-1 I , , - , I � , - 1�� �, , ,�,, ,�, 1�1 �1; -, , � � , � I vll �'7� , I , 0a.. QualligrAlisura Apbrbinisc for Use Apdroved M U L mald 2wilm 9-1" EtoQct gr , plot, I VOIJ2024 Yes Y. 141A MIA Quality A-, Awrotiod for fts A­Ao,oad to, Use Inroad Domain < seq # Product ModgA� Numb" Or Nome RroM�t Description Contract Expiration calla in HVNZ ouwddHVKZ lit"IstaA Fnanu I TXBOWN0 .,H*-S-gth M &wAP: S, %tsoo"In,m4ing. M,n.l C­-tor I 21311�024 yes Yes NA MIA Sitill's Product modell. lilunintigiry MW Product cowlWart com-act Ration age In HvHZ outside Resistant prossum 1 244a Galvanized Steel Storm panels I I 249a Galvanized Scial-Stomn panels 12f�IQD22 L yea Yes Yes. NIA 2 Plate 3 1TWSOG"iftTA11OX Metal Connector Plate litletal CQrAftta plate 1261)2924 Yea Yes MIA NIA I Quality pr,twt cr� Consmarcial Conemi. Pnoduote Precast and Prestressed Goocrere Lintels 0512W2024 No yes MIA N)A a) 4 ITW8CQ"lA* We. matel CPAA.f" Rime 12;W2024 Yes, Yes, NA NiA 0) -4--a M 0 M = < Q_ Florida Department of Business & Professional Reg4leation liage 1 or 2 Florida Department of Budnegs, & Professional Reigulaflor L NO. I at Florida Department of BU*aqS & PrOfaSSional, Regulation Building Codes and Standards R""I'L"; MR021 -0 iii.- L 1"=21 Building Codes gild Standards 411W2021 Building Codes and Standards " Product Approval Application Dots R Product Approval Application Detail Product Approval ApplicAtiork Detail 0 " M W C sm Cod. entity is, Dole Data Dat, Pending 2da Code Entity o 291 2a Dath,poncunis 2111. I 2F = 22511 TV- Verakon MArAilla,jureir Saba, Cortast Inabhor & License v1dwideo EW Dda Date Date P,,WA, valwated S,bmikt,d POO Aosinortioll Jbige Aoajuo�ad a" M121 version ithinateme yror Weyerhaeuser, conhaa Mlableara License Validated am Pop B61"n to'- E4.0- Swvipo.,LLC lon Lehrer, Pa, Validated submitted PSC AmepAral OW212021 10timp'ZO Approvoil alm V2=2021 Apotgod M= vilulig Manijbi.t. AinnAotbw, 2920 ApAa Alumhum. [no, contact firighater & U.- Validated W Jose SNO Luis R. 14-s ,eavroh M. Orion. PE . Validated Submitted F0Q,A._ 111113J2020 111161,2629 Ad sed Satue llnw= APPI-d < a) R­ftiinn 2020 MrPoIr Ine, Erin Walden ]CC Evalu atiort Sirvide, LLC ICIC Evaluation service. LLC� I OW11,Ok)21 U9,1012021 OB112Y2021 Apprwad Revision 2020 CVIVIIW O"'Pol" PEA i25a)R24-6476 ,(MR) 839-3288 caft.no: Pe.0 wells I 1,40),SOS-2008 PE-62614 (717t 317-8454 Z Category� Stmchwel Connowero (9512) 5weem I, 41, Awed L. It'r Rd-r1so1d.wlhjM,,ii.y.rh. SWICAlog-rY., Sorills, a phs.lumniordr.@Vrils. _j SuaCohg.n(-.,Tr-ss Rwe$ eftwenp,lic.m ao5)q9s,0Eqa_ C.Mith andis method; EvNvallon Report from a .u_1.`A Compliance Mothoch Evaluadoon Report them a eiesil = compthincolithintrad: Evaluation FelowtYrornai Product Evagalmn En% Florld. R.qlet6.dA,,chlt.ot.. Licensed Forlde Product Evalundon play I - � " , " g, " , I 1 W­.,,� ,­$, - - ,_, -, ­ �_,_,, _-, m , � " �e 11, I - - 4 , " , � ,,,, ,, ,�,� ,�,!` , , , ", , "" f, " , � _ ,�­, 11 ­1 -11 ­­ � - _�'_ , ­'� R -� -- -,,,, - - � I - -,', -'L' ��,, �tL _ _�� _� _, �,��,�,�­_ Z'g "�_L'��,L�,'�_�,�?_,��',�, -, -, ','_ " "," _,� ....... .. �­`��"', L"�`­_'��,�� t",��­� " - � ,"', '_'�,�, `� �,_ _�L�L�',� ... . ... � , ' '_' _, _, 1�� �'i�,�,����;�,",�,',","'�'�,'��Z'��,,����,����-�.�� ��,�",,��,�,,,�,�"'��k"�,'�,���*'S-",,,",-,��,-,'�,.�,,".'-,�-,-""�L"� ,P�,�X--,,- """."',�-­� g, r, � _ ", , v , ;� , , "" �,,� - , , "", , I ' ,, " , -�', -, ,� ,� " _`�, -,,, ,,, - ""L"", ', _v � _'�, -, 1, T _­­ 4�w 1'1�� A" ,­_"',,�,,��,�F� . .. ... � -,,-,�,'.,",,t�,,�,",�,:"�",4-",-", rN�_,w`Y, WIN� -,�,�_VLw,k,,,� - , �,,- ,�"", _-,���,,L--,-_"�-_,-,.-�,,,,,�-,,,-���,� t",�FJ'A"',�24"', � 6�,,�Kc �' � , Professional Erigin - -'IF - " 1 ' ',"', "' ­,""._,_­ ­ - - '�,,'4_­ '�,�,�',S,��-, �,,�-",,,�,��,,�,,',�,,�-.,;,-","",�,-�,,, & ,� -��;,�,��,,�,��'��,�,�',-'�:,�,,�,,,�IL,�.�,,�-'��,���,,,,,', &.1', � � '�� - `i�-"� ��-�, � ­­ 4 _Mt',`�,_,'Igl� R� , -,,,,gF -�, �,�,�"-.,�,,Z,��4'v�,�,�---,,�,, �V",-, ',� -,,�, - `�­'N,'_ -, � " -�,,,0 `V! ',� V`,�`T,h,��!,%,, ", "��,,, � " qi",�, �&��,' < **WZ90111111 i, 'n ,�z n� " , � � 'T, �_,­� , � � " - 11_1'1`�� I I ��111 � ��` _� _ � �` " � -, � _ � I � - _�� '1,11,1­ ­,", "I I - , � , 11 - 11, � ,,,,- _ _ "LAUMM Laillit Anarionrod for Us, Anw= for use, ,,-ad 21111W , _,i4, ,,­ � , - , , , -,-,- �g­,­,_­__ , 11 - , �L'E"T"'?,-,"",�,�_Z_ """�`,­­,_,ln, _', ,-,.,.,-�';�-,,.�,,��,'���":E',',�-�,��',',7,,',,i,'� - -6,1--f, ,'�_ , ," ,��,�� L , �, � _ - 1, -� �9��P� - ­�,_, I � - 11-�,,­ �,�,_,Sz�,,Y � M.-A ­ , ,��, , 9�qz�N�?��Z�U�n� -_ ,� __j 'Quality %uranoo, Aporo0d forUse kogro"d for Yee kno"ot Dots Ban a product Model, Numbergr himia C Fr.daid oftchodan otersot migiraillonglil.- In HIMZ QutsId0,HYHZ Resistant: Pro $$tire 11� ­ Q"NV ASsuraftio Appro"d tot Use Aboroved fw Us. impac Dii,don Q_ Ses" Promt Model, Nuall or or Warm Pr6ductz"oflinvoll IR Dot In HVHZ Outside H Resistant Pitimpit I Niffii'doom LVL I.-anot.0 Vitranor L.-bor q3131i2OZ3, L , No yes NIA NIA a-# Product Model Number or Mom Product Vasorrioth,in 1, +ME outside HVKZ Roosting Poss.w. I M18AH8 Is go. high Strength truss CorthrVor Plate lziw2oft, Yea Yea NIA MIA 'MIA 2 Retells. PSL P. _ L.Abor 03131r,025, .jersartn't ill. Yea N(A MIA I Adumimm spild 6wroh: Vii,nhtdAlurninurn 3affift! Alpha Aluminum polid,�.amin;Verdied Aluminum 10713orma No yet No NAA . SHEET NO. i2plil?OU Y. Yes MIA 2 MISSIAS i%8 ga. supor high strenotirmist connaPtior plate I Yes MIA MIA 16 truss Nate 12131,2022 Yes 3 TMUOrStAind L,5L Loniroation Shenif L.mwr QaM,2025 No Y. MIA NJA OMMO23 hip yea MA MJA r&..p;,Wb.d SAW CMU &smp, Wood 3 4 Mi 16 MTi allS ga. connector 18 go, high strength Int. connector, 02 is Yen Yes Milk MIA 4 Tj Rin, Board structuraComposite, LumbororOrriented8traird board Rinn Board 5 5 MMHS TU S. MITI 8 12niQ022 N gis. high strength truss connector plot. 2r3 �2022 , isiga. twsscor,fteamplates 12J31=22 Yea Yes Yoe Yes MIA NfA NJA MIA WA 5 Wey.m.-ti.rRim Hound Orharilsol Buono Board Rim Board 03M=23 No Yea NfA NiA August 10, 2022 I PA 1.1 7 T1.29. M720 20 ga. truss connector plate$ 121312022 Yda Yea MIA I . I I . � � L Florida Depilhiment of Business & Professional Roguiation PRIP I oil Building Codes and Stardards 111104" Produitt Appmwal Application Mtoll 21A tactile ar. 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Need 21" evilis 1020125 sli (IWO Door Vlff,)2.Fw.l -ax. swing aim" Dootfir x ge-) 1113012Q2i No y" No .2&-25 2 MffA orole "I FWW 'W Door MWIW 34,15110' 0212@=2 No +39M x s %'W 2-ftnel `0)4•0110,L'Q 009,00or" XO*) 10103rAn21 No Yes No 13" 4 iiolM ltV2pM8S0dingtllees Amer. VWSWVIO Panel F;bW*V DW($WIkA-474,Vx am%= No YIN, N. 125420 A09W"f to V" Aftowel W Uft hum RWE Pndd go". NuftbW w#*ft c"pwMa4*116"alft in NVNL QUINIIIIIIHM FAA POW somes Halo Fevoillpm orkmettlawmig olm Des, WA 24w* Tr SwIng Glas Door(mlor K DOW= No Yes N. +MZ 411-117) 2.. awles 190 or Emmmpas orAmsm18IWhg QUM Door MrrA Birds Fowl Ft d149'13w (81 3&112*x 02f181w me YO me +4*41 sI-Irn a $01413) W PC" PMNL*rA"Mtj SIWJM QUM noo, VW 2-pArsiO)r 91*V ah" n",(M ' 82*) 09 SM9 No Yes No .2" 4 solos 140 or BVOM prier or AM1001Wq 01W Door vW eftle POW Poo V Door (OWIW 47-VIr x WJ19=2 No ya NO 4=60 c", AgOwAd I&Ust *11=1 M-190 Redo Powdod Ki Ruffibo on hill a" 0,1101" pmar Swim M or Eftonnimps br~tl SIWV G" Door m0w 24+lanalC)t 81" Gun Door O&IOT K. WW201 No y" No +25`43 qVin 2 aenep1aO or Erpomi:sm arAvowti 61 01n; Ohm Door WA Bingtim Panal Rao V'Dmr (skialfba, Mire x 0211612032 NO V" No +4440 01AI2-) a Somme 140 or aicimpaw *r^wj Slkft Gtow Door MwA 24'amol' Q)('SIWN Glam Door M x W) Cea4=2 NO Yes No 4�" 4 Bar- 1 W or Eroampas wAmnli Slidling,01ma now MW 811 Panty.R* Ir Door (,9kbl* 47-17 K 011"C52 No Yes No '2&46 s"12.) w J (D C_ CU o > CL L o CL < C/) C.) ICU m =:3 < -0 r) O CC CC UJ < (3) Z z a. SHEET NO. August 10, 2022 PA 1.2 C/) -00 > 0 _0 L_ (D 0 !M= Simpson Strong -Tie 2020 FBC Approved Products Updated 12i3mozo Simpson Strong -Tie 2020 FBC Approved Products Updated 12riW020 Simpson $ttong-Tie 2020 FBC Approved Products Updated 12,5M920 Simpson Strong -Tie 2020 FBC Approved Products to ISIOd btow� 9LL9-K-H9RE� Updated 12PO2020 Ck- 0 L_ 0=1 For direct links to all SS I T pprovais listed below, CLICK HFfi For 84 Florda's Statewide Product Approyal System air d Mlarnim dritionAl information t!gAtdi Dade Cxidn� Notice of Acceptance (NCIA), For ditect links fbi All SST appirpyats listed below, 9 LICK HIAR 5, pitional Information regarding Florida st-wide P'-quctALPrPv#I syet.. and MlAmi County Notice or Ap..pq�101, �IlX)A For ad asSt I= For direct links to all SST approvals listed biNewi 911C K HERE For Additional I sStalewoe. Pro( e riformation ragarlIng 11crida' IuctApprQvo45ystemapdMaN-DadeCoqn�NcUo oFAn0ptAnq0�(N0A),CLIgKHgR For direct onks all'88,TAccii For addtional Information r!2sr2ing Fladda's stlqill=e� ProductApproval S my Notice of Acceptance (1,40A), gJAgA_H=. ystem and Msmd-DaclsCou - CU -0 0 g _Ii_EU- FL#1 0466- 11 HUS; HUSC 56resb9nors Face -mount hangers available in Widths ranging from to 3- = Cc FL#10446-R Oil 8" and heights rang Ing from 4.5116" to 11 " to ri caale�dfla "ge -0 Product Desarription version O� USC) av ailable for models having vvidth aclus I to or 0 0 Sea # Product Model, Numberor Name Product Dasculotion Sea Of ProductModal NumberorNarne Product DescdgkM Said # Produs$,Modal, Number or Name , greaterthan 3-9flff'. 56- 1 titan Stainless Steel Concrete & Masonry Screw (TTN-S$) 114" diameter Titan stainless steel masonry screw I A21. A23, A33I A34. A35. Angles ET, ST BBTH BriolkTas; Coiled Straps 12 IUS series hangers Face -mount hangers available in Widths ranging from 1-71Flo 3v 0 0- = -0 2 APA21, APA4, APA6, APVA21, APVk4, APVA8 Outdoor Accents Angles 2 CMST19, CMST`14, CNISTO 1 10 5fB" arid heights ranging from 9-114" to 10'� 0 LL 3 APB44, APEA41R, APVB66. APSWR, APB88� APWSR, APB1010, APB1010R, APVB44, Outdoor Accents Post Bases 3 C514, CS16. CS18, CS20. CS22 Coiled Straps Coiled Straps 13 LGUS.25-SDS, LGUk8S-SDSj LGU5.2"DS Face -mount hangers = - - Co 0 4- ca FL#9589- APVE44R,,APVB68. APVB66R, APV138$, APVe5SR, APVSl 010, APVBID1 OR 4 CSHPi8, CSHP20 14 l LU26,,LU28, LU210 Face -mount hangers CU 0 > 4 APDJT2-4; APDJT2RA, APOUT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R4, APVDJT2t6, OutdoorAccerlits Deck Joist Ties 6 CTS�18 tompressionfTension Strap Face-mourit hangers -0 E 0 Sea # Product Model. Nurri bar or Name Product bescrintion APVDJT2R-6 a DSP'8SP'TSP Stud to Plate tie IS LUC267, LAJC21 0Z in from 11-9/161c, 4- G) (1) li 1 SD1 011 2DBB OutdocirAQoents Conneclor Screw 6 APHH4O, APHH45R, APH11610, APHH61OR Outdoor Accents Heavy Hanger 7 Hl, H10A, H16A, HSj H6, l Hle, HISS, HIS-2, H16-25 Hurricane7iss 16 LUS series hangers Face -mount hangers available Widths ranging 518" a nd heights ranging from T'l 10-1 ST6'. L_ Cn _11_� CIO 2 S139112, SD9212, SDICIIZ SD10212 Strong -Drive SO Connector Screw 6 APL4. APL6, APT4, APTS, APVL4, APVI-6, APVT4, APVTS Outdoor Aocents L and T Beam-to-C�alumn Ties S HGT-2, HGT-S, HGT-4 Heavy Girder Tiedown HurricanaTie 17 MG1J*,e3-SDS. MGU6.25-SOS, MGU5.'50--5DS, MGU5.62-SQS,,MGU7.Q0-SDS Face�mdunt hangers '00 ICU _6� 3 SD91128$z $D9212SS Strong-DrIve SO Connector SS Screw 7 APLH24, APLH24R; APU­126. APl APLH210, APLH21OR Ctutdoor-Awents'Light Hangers 9 KS24 Heavy Stud Shoe 18 Ml series hangers Face -mount hangers vailable in widths ranging from 1-9/16" to 5- < 4 SDCF22434L SDCF22512. SDCF22614, SDCll SDCF22858, SDCF`221014�. Strong-Drivis SDCP Timber-CF Screw 8 SVLZ Stick Veneer Ledger Connector 10 HSS2-SDS1,5. HSS2--2�SDS3. HSS�­3-SDSa� H884-SDS3 11811 and heights ranging from 6-1,3116" to lililt, 11Z', SPCF22ILJ34� SDCF22I3S4 SDCF271958, SDOF272358 9 CST2Z. CBT4Z !:�oncealad Seam Ties 11 HSTZ. HST3, HST5, H$TO Straig ht Straps 19 MUS26- MUS2B Face -mount hangers 5 SDIGP22434, SDCP2,251 Z,SE)GP22614. $DCP22700, $DCP22S58:, SDCP2?91 2, Strong -Drive SPOP Timber-CP Screw 10 CJT3Z, CJT42, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28., HTS�0, HT$30C Heavy TwIsi: Strap Heavy Twist Strap 20 SUR SOL.. SURC; SUI,Qsenes hargens Skewpd face -mount he ngeris available I n widths ranging from 1 - SDCP221 100, SDCP221 1 �4, SDCP2714DL) 11 DJT14 Deck Joist Tie 13 HT8QI Sll HTSQ20KT,7_ 9118" to 3410" and heights ranging from �_l /1 Wto I M/4" 6 SDHR27400. SDHR271314, SOHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 UFTA Light Floor Tie Anchor Concealed flange version (SURC, SULG) available for all double 7 SDS25112_SDS25I34, SQS2520Q'L SDS25212, SDS25300, SDS25312, SDS2541'2, Strong-Dinve SOS Heavy-DurlyConneclor Screw 13 FG4: FCS Framing Clips 15 LSTA9, LSTAI 2. LSTAI 6, LSTAI 8, LETA21 USTA24, LSTA30, LSTA36 Straight Straps 2X and 4X models; only acute flange is concealed. SDS25500. SDS268DO, SOS25" 14 FWANZ Foundation Wall Angles I& l LSTI[73 Straight straps Bridging: 21 U series hangers Face -mount hangers Available- in Widths rarigingfiom 1-9116116 1 9 SOS25112SS, SDS2520OSS, SIDS25212SS, SOS2530OSS, SOS25312SS Strong-prive SOS Heavy-DutyConnector SS Screw 15 GAI , GA2 Gusset Angles 17 18 LTI320, LTB40 LTS12, l LTS18j LTS2,0 Light TA'AstStraq 6" and heights ranging from 2-5/8"to 11.1 X'. 0 SDWF2716� -SDWF2720, SDWF272,l,. SDWF2726, SDWF27?0 Strong -Drive SDWF Floor -to -Floor $,crew 16 H2A, H25T, H8; Hi 0A.2, HI OS, HI 4. HGAl 0 HurricarraTies 17 I4CJTZ Heavy Concealed IS? MGT Medium Girder Til 16 HH4� HH$ Header Hangers 20 MSr27, MSTS1, MST48, MST60, MST72 Straight Straps FL#10007�RS 19 KB81Z Knae-Srace Stabilizer 21 Il Ml MSTA16; MSTA,18, MSTA21, MSTA24, MSTA30; MSTA26, WTA49 Straight Straps FL*l 0(1137-0 20 LW, l Up, L90 Angles 22 w�rc�s,MsTc4o,, w�TQu, Ml MSTC78 Straight Straps §.Paj Product Model. Numbaror Name Product Descdg= 21 LC54 Post CAP Skervable Angles 23 24 MSTC4823, MSTC6693 MSTI26, MST136, MST148, MSTS0, MSTI72 Pre-Bient S'traps Straight straps Segg I Product Model, Number or Nam 5A series hangers Product DescEBLUga Top flange hangers available in Wdths ranging from 1-911610 7- 1 2 ATIR318, ATRI/Z ATRw, ATR3/4 ATUO5, ATUD8-2, ATUD9, ATUD9-2, kTUD9­3, ATUD1 4, ATUD14-2 Threaded Rods Aluminum Tike-Up Device 22 23 LS30, 1.6,50, L870, LS90 LSCZ Adjusta be Stair Stringer Con neator A MTS12, MTSIS, MT81 8, MTS201 MTS240, MTSS0, MTSS0C Medium Twist Strap 2 06BF hangers IM" and heights ranging from 7-1 tr to 50'. Top flange hangers available in Wdths ranging from 3-5/8"to 7- 3 EP318-2, BP`112� SP1 /2-3� BPS/8-2, BP518-3, BM4, SM/4-3, BPRTU03-4 Bearing Plates 24 LM261 7, L=26RZ, l LSSJ28l LSSJ21OLZ, LSSJ2lOkZ Field Adjustable Jack Hanger 25 NCAWO-12, NCA2xl2-12, NCA2X641S, NCA2x110-16, NCA2xI2-16 Bridging; series 118" and heights ranging from 9-1 M' to 24'. 4 CNW818; CNW112, ONW516, CNW1f4, CNW5/8-I12_CNWV4-5/8 CouplerNuts 25 LgSRI.81, LSSR2.1, LSSR2.37, LSSR2.56, LSSR210-2, LSSR410 Field Adjustable SlopeablairSkewabla Hanger 27 RCVV@12, RCWB14 VVah Bracing Repair Platte Strap 3 DGF series hangers Top flange hohgers Available in Widths ranging from 1-112" to 3- 5 CTUD55, CTUDS5, CTUD.66: CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUDOT Coupling Take -Up Device 26 LTP4,1,TP5 Tie plate$ 28 RPSI S. RP`=� RPE28 Stud to Plate Connector 518" and heights ranging from 7-114 "Llic 2jr'. CTUDQS,,CTUD9g 27 ML23Z, IML24Z, ML28Z, ML28Z, ML21OZ Angles RopirTil 29 SO RSP4 SP1, SP2,$P4, SPe, $P8 Stud, Plate Tie 4 DGHF series hangers Topflange hangers available in wdths ranging from 1-314!'to, 6 7 N3. N4, N5, NO RTUq;S. RTUD313, RTUD4, RTUD4B, RTUD5 RTUDO, RTUD7, RTUDO Heavy Hex Nuts Ralicheting Take -Up Device 28 29 MMH8 MMHG Hing4d R cof Connector 31 SPH4,,SPHO, SPH8 HeavySbc! Plate Tie 5 E05, EG7, EG9 series hangars 5/8" and heights ranging from 9-114" to 24'� Top flange hangers Available in Widths ranging from 5-19'1168- 8 TU Dg, TUDI 0 Take�Up Device $0 MMLU2e, MMLU26.2, MMLU28, MMLU28.2, MMLU210, MMLU12111, MMIl MMLU1311 Face -Mount Hangers 32 SSI,5. SS2.5, SS3,SS4.5 Stud Shoe 7/6" and heights ranging from 11" to 32-117', 9 TUVV38 Take -Up Washer 31 RBC.RBCP Roof Sounda ry Clips 33 STp, ST1,2, ST18� ST22, ST�92. ST2122, ST?l 15t ST2215, ST6215, ST6224, ST,6236 Straight Straps- 10 Ul $18" Uplift Rod Run Tieclown System 32 RST-3 Roof TietDown 34 TB20, TB27, TaSC: T13361 TB42. TB48, TB64, TB56: T360 Tension Bridging EGQ series hangers Top flange hAngersavailabla in vAdths ranging from 3-61&'to 7- IM" and heights ranging from 11-114" to 32". 11 URS4 112" Uplift Rod RurrTledown System 33 RTC22Z, l l RT044 Rigid Tie Connectors 35 S6 TWS10, TWBI2. TVVB14 VGT, VGTR, VQTL Wall Sirsclftg. Variable Pitch Girder Tedown 7 GILSserias hangers Saddle hangers available in widths ranging from 3 'I 14!'to B-71&' 12 URS5 518",Uplift Rod Run Tiedown System 34 55 STC. STCT, DTC, HTC4 Trus*Clips Truss Jack Clips 57 WSI 06, WSI l WBI 26, WBI POC, WB143C Wall Bracing and heights ranging from 8-112" to 28"_ 15 URM 514" Uplift Rod Run TWown System TJCS7. TJ&7 8 QLTV series hangers Top flange hangers available in Wdths tangling from 3-114" to 7- $6 Z2,Z4,Z44 Panel Stiffener Clips IYS" and heights ranging from 11 " to 32'� FLM0531-RO 1-18sarleshangers Top flange hangers Available in widths ranging from 1 -011 6!'tD T FL#10441-96 1/2" and heights ranging from a" to 30". FLM0447-R5 Product Model. Number or Nill Product Description IL 0 HGLS series hangers Saddle hangers available In �,Aclths ranging from 6.1 X'to 8-715" W 1 Product Model. Number or Name OTT2 Product Otsoliallon Hold-down Sea # Product Model, Nunri bar or Name Product Description I CRH2!3!xS,5,1 C@H2,37x1,@3. CBH2_S7yS.75 Concealed hangers And heights ranging from 10-1/Z'to 2W� 12 HDC1014, HOC10122 Hold-down I AHEP Adjustable Hip -End Connector 2, L)U, DHU, DH UTF Series hangers Face -mount (DQ, OHUY I -and top4afige (DHUTF) hangers 11 HGLT series hangers Tolp1lange hangers available in Widths ranging from 3-I/4!'toS- 3 H006z HHDQII, HHDO14 Hold-dowri 2L DSC2R7SOSS, DSC2L-SDSS, DSC5RtSDSS, DSC5L-$DS3 Drag StrUtConnectors available in widths ranging front 1 �9116'to 3-9118" and heights 7/8" snd heights ranging from 7AM� to 32', 3 GBC Gable Brace Connector ranging frorrig-"' to23-15116". 12 HGLTV series hangers Top flange hangers available. invoidths ranging from 3-114�'fo 7- 4 HOU2, HDU4, HDU5: HOUS, HOW I, HDU14 Hold-down A HCP1.81 HCP2� HGP4 Hip Corner Plats, 3 HGU3.,63.SDS, HGU5,25-$135� HGU550,SDS, HGU5.62�SDS, HGUTCIl HGU7,25- Face -mount hangers 118" and heights rpng[nlg from 14" to,33�" 5 a HPA28. HPA35, LSTHD8, LSTHDL8RJ Strap4" purlin anchor 6trap-Style hold.down 6 � 14HRC2-2. HHRC42, HHRC42�2, HHRQ4tIZ1, HHRC44, HHIRC5.�513:425: HHRC5.37tS�12, Heavy Hip to Ridge Connectors SOS, HGU0,0C-SDS 13 HIT seriesL hangers Top flange hangers available in widths ranging from 2-&16" to 3- 9116" and heights ningling from I&'tc 26'. 7 MASA.MASAP Foundation anchor strap HHRO66 4 HGUS series hangers Face -mount hangers Available in widths rarrigirrofrom 11-5tEt"tq 7- W8" and heights ranging from 5-V16'to 12-7t&', 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-1 H'to 8 9 MPAS2, MPAI44 PAIS. PA23. PA28. PA35i PA51.,PA68 Strap-s" purlin anchor Strai purlin anchor 4 7 HR01.81, HRG22 LRU26,.LRQ281 LRU210, LRU212 Hip Ridge Connector RafterHanger HHGU5,25-SDS, HHGU5,50.SDS, HHGU5,62-SD�, HHGUTGO-SDS� HHGU7,25-SDS, Face-mourit hang ors, 5-9i`16'and heights ranging from 5-,SM" to 10 PA118, PA23: PAQB� PA135 Strapstyle purfin anchior 6 LSU26, LSSU28. LSSU21 0 LightSlopeablefSkewable U Hanger HHGU9,00­5DS 15 HUTF, HUCTF series hangers Top flange hargertaviatlable in Wdth,s ranging from I -9h T'to 5� 1/2" and heights ranging from 3-7115" to 16', Concealed flange 11 STHDI 0. STHDl 0RJ1 Strap-styla hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26-2. HHUs28-2, HHMIO-2 HHUS48, HHUW. HHUS41 0. HRUS5_ Faciammounthainglora version (H LICTF) available for all models having width equal to or 12 STHDI 4. STHDI 4RJ1 Strapstyle hold-down 10 11 TC24; TC26, TC28 THAP9, THA213, THA218, THA2115-2, THAM-2, THA413, THA41 8, THAC418, THAA22; Tiruss0lip Adjustable Truss Hanger 7 HHUST��10 H$UR, HSUL HSURC, HSULC series hangers Spowed face -mount hangers Available in widths ranging from 3- greater than 2-9116', THAOC2, THAA26. THA422-2, THA428- ' 2 li&� to5-IJ81' and heights ranging from 4-:94!'to 16 HWP series hangers Top flange hangers available In widths ranging from 1-911610 7- I� THAII,81122, THAl2.06122, THA42,112Z THA1222, THAM22. THA13522. THAI.4�2 Adjustable Truss Hanger Sized for I-Josts. Coneealed flange version (HSURC, HSULC Available for oil I ) Im"'and heights ranging from 5,w3ff' to double 2X� and 4X models: only acute tie nge 11 concealed. 17 HWPH series hangers Top flange hangers available in Widths ranging from I -�9116'to 7- IS 14 THAL422, T14AR422 THJA26, LTHJA26, LtHMA Skewed Truss Hanger Multiple Truss Hangers t HTU26, HTU2,$,L HTU21 0, HTU26-2. HTU25-2, HTU210-2 Face-mourithangete, 112" and InAgitits ranging from 5-3�8!'to 32'. 15 THJM2,4-SbSS, THUM2-5-SD§t, THJU26, THJU26-W A Multiple Truss Hangws g HU, HIJO,setril hangers Face -mount hangers available in Widths ranging from 1-9/16"to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9116"to 3- 16 TSBR2-24 Truss Spacer-Res1raint 112" and heig his ranging frorn 2-7/6' to, 19-1 tF_ Concealed flange 518" and heights ranging from 9-118!'to 16' 17 VPA2, VPA25, VPA3, VFA55, VPA4 Variable Pitch Connectors version (H UCJ available for all models. having width equal to or , 19 J3 series hangers ToPflange hangers Available in vvidth of 1-9116'and heights grae, ter than 2-9116". ranging ftom,5-318" to 7.14', IS VTCR Va4sryTruss%Cfip 10 HUCQI�8119-SOS, HUCOlSIfII-SDS, HUCO210-2-SDS, HUCQ219�3�SDS, HUC0310- Fare -mount hangers 20 J13A series hangers Top flange hangers available in Width of 1-9116" arid heights C" C%J SD�iHU0,0410.SDS,HUC0412�SDSiHUC.Q5.M-,So HUCQ5,25111-SPS,HUC06I0- ranging from S�Sfl 0" to 1 cm SOS, HUC0612,SCIS C%J =.r- C= LL_ CU C:, LJ .= C-4 Cc E C3 'J CU E CD Simpson Strong -Tie 2020 FBC Approved Products JJpdated 12/3W2020 Simpson Strong -Tie 2020 FBC Approved Products for direct links to Este below�.�,�H E� Updated 12(3012020 a C= a= Simpson S I trong-Tie 2020 FSC Approved Products For direct links to all $aT approvals Wed tiplowi, �LICK HERE Updated 12rW2020 Simpson Strong -Tie- 2020 FBC Approved Products For dkoot hrikj to all �$Tapprovqls listed belowi gLICK HERE Updated 12W/M0 FordireotlInksloallSal'a rovalsils,11so belovir, fLICK HERE I _'pp Foradditional information regarding Floric*v Statewide Product Approval System and Marrii-Datle County Notice pfAcceptance �NOA), 9Li;M1= all PST Approvals I q ForAdditionai Information tegArding Flaida's Statewide Product'Approval system and M%ull-Dade Notice QfAcqeptanco (Il -Mde Cx For Ldditional information nigardinii Floridas Statewide PrQduct'Approval System and Miami unty, Notice of-Acceptanco �NCA), j��, ForAdditional infoinnaton r"ardirigFWdWs Statewide Product ApprovalSystem and Mturli-Dade County Notice ofAGoeptarice 21 LB series hangers Topflarl hangers available in kvidth ofl-91le" and heights FL#1 14WR6 18 5/1-13V1,50, SILBVI.81, VLBV2.06,,'AfLBV2.37,,9fLBV2,56, S/l S/LSV3.12, SJLBVS56, SILBVS;62, SILWV4.06 SILBV4.12, S/LBV4,29, St-BV4.76; S/LBV&50 Top Flang�er Joist Hangers 5 1 SET-XP Strong-Bott 2 PTS2, STS148S, STS2_j5SS) Adhesive Anchor for concrete Stiong-Salt 2 Wedge Anchor for concrete available in carbon ranging from 6-318".to , Dead 19 va'= &DT-r2Z, SIHTT1 4, HTT4, HT75 Holdowns steeland Types 304,and 316 Stainless steel 22 LBAZ series harigers Top flan a Wc1th of 1-9/1 V'and heig hte ge hangers ev liable in Sea X Product WA21. Number or N Proguot rition 20 SIMST60, SIMST72 Straps I 18 mil (10 ga) I Titen HD (THD-H, THD-HMG, THD444SS, THD-HOSS, THID-CS, THD-CS6SS) Titan HE) Heavy Duty Screw Anchor for concrete and masonry ranging fnom'Q-9fl8" to I HHUS210-3, HHUS210,4 JoistHanger Stud PlataTies, avAbl)le With I hex head in carbon steel and Types 304 and $16 23 Ll LEG5, LEG7 ashes hangers Top flange hangers available in Widths rangIng from 6- 2 HRS§ 6 , HRS5.,1111512 Strap Ties 21 �2 SP4.SP6 SSPI DSP, TSP` Stud Plabe,Tles stainless steel, or With countersunk head in carbon steel and 718" and heights ranging from 9"lid 33-1/2', 3 HUCQ2M2,SDS, HUCC1210-3-9t)S, HUCQ310�86t Joist Hanger Type 316 stanlc� steel 24 MEG5, MEG7 serfes h angers Top flange hangers available in widths ranging from 5-14'to 6- 4 THGS2, THGB3, THGBH2, THGBHi. THQBH4 Joist Hanger 23 24 STC, OTC, TSD22 TrussClip, Truss Brace Diagonal 6 Titan HO Pod Coupler THD37634RC, THD5004RO) Titan HD Threaded RoclCcuperfotconcrete 718" and heights ranging from 9" to a2-1/2 THG02wSDSS, THGQ3­8OS4,,5, THGOH2-SDS3, 1'HGQHS-S6S4.S, THGQH4-SI)S5 Joist Hanger 26 TJC37 Truss Jack Con necticir 9 Titen HO Threaded Rod Hanger (T H Cia,25158RH, THDB37158RH, THD37212RH , Titan HO Threaded Rod Hanger for concrete 25 MIT series hangers Top flange hangars Available in widths ranging from 1-9114�16 5- 6 THGW3-3, THGWS-4, THGW4-,3, THGW44 Joist Hanger THD!�0234RH, THDIO212RH) 118",and heights ranging from 9-114" to 24!', 10 Wedge -All [WA) Mdge-All Anchor for masonry 26 PFi PIPS, PFOB, PFD$S series hangers Top flange hangers available in Wdth of I -9116'and heights. ranging from S-30' to 7-118". FL#11473-R5 FL#113904-RS 2T RR Ridge letter connector 'available in Widths ranging from I toL 7- JW Product Model. N u m bar or Name Product Description �Seci # Product Model, Number or Name Produtt Darsiuription FL06230- 28 WP series hangers, Top f[SlIgehairgers _Wlo" 118" and heights ranging 9-14'tcr 32", 1 DETAL20 Doubt- Embedded Truss Anchor 1 CQQMqM-SDSHDG_', OCOM4.62-SOSHDC3, CQQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.82­§O9G1 CCTCiM5.50-SDSG' CCC6M3 8��S08G: CCCQM4,62-sbs8. Sea # Product Model, Number or Name Priciduct Description 3 H16, HISS, H16-2t HI&2S HurricaneTie CCCQM5,50-'SOSG I AT_XP AT-XP HiSti-Strength AcrylicAdhesrve for concrateor masonry E FL;fl 0060-116 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded TrussAnchor 2 Er-CLOM3.62G.KT, IFCCLQM4,62G.KT ECCLOM5 - 50G.KT, ECCLLOMDaM-KT, Masonry Pier Caps 2 ll ET -HP Epoxy Achtesive for masonry 5 HETAL12, HETALIS, HET-AL20 Embedded Truss Anchor E6CLL6mb4.O2G-KT, EtCLl_QMO&.66G-kr`, EdCLRQMDa.62G-KT, ECtLAOMIX'22G, SET_XP SET-XP High -Strength Epoxy Adhesive for masonry Sea # Product Model. Num bar or Name Product Description 6 HGAMID, HM9 Masonry retrofit connectors KT, F_CCLRQM05.5QG-KT 4 Strong -Bolt 2 (ST62) Strong -Bolt 2 Wedge Anchor for masonry I AaA-44� A BA44R, ABA46, ABA40R� AsAae; ABA66R Adjustable Post Base 7 HHETAIG, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5.25, HGUM5.50, HGUMl HGUW.25, HGUM9.00 Heavy Mason ry Hangers 5 6 TrtLn 2 ffTN2) Trien HO (THD-H4SS, THD-HOSS, THD-CS66S) Then 2 ScrewArchor for Concrete Titan HO Heavy -Duty ScrewAnchor for concrete available in 304 2 ABU44� ABU44R. ABU46, ABU46R, ABU5_5L Al ABU65, ABU66, ABU66R, ABU88, Adjustable Post Base S LGT2. LdTS-SDS2 5, LGT4,SDS3 Girdeffiedown 4 LGUM26-2, LGUM20-3, LGUM26-4, LGUM28-2, LGLIM213-3, LGUM28-4, LGUM210.2; LGUM210-4, LGUM46, LGUM46, LGUM410 Masonry Bearin Harigers or 316 stainless sreelvAh hex head, And 316 stainless steelwith ABU88R, ABLI01Q ASUICIOR, ABI-111212, ABU1212R 9 LTA2 Lateral Truss Anchor LQUM21D-S, countersunk head. ,3, ABW44Z, ASW44RZ, ABW46Z, ABW46RZ, ABW66Z. ABW66RZ, ABW7-7 Adjustable Post Base 10 META12, mETA16, METAIS, ME-rA20, META24, META415 Embedded True,. Anchor 5 MBHAB.12/9,25, M9HA3. IL2f1I'25' MBHA3.56a.�5, MSHA3,56f9_25, 1013HA3.6611111.25, MBHAS:561I 1,88, MBHA3�50114, 1013HA3,66116, MBHA3 5Wl,8. MSHl MasonryTop Flange Seam Hangers, 7 Til Turbo (T NT) Then Turbo Screw Anchor for concrete or masonry 4 A04, AG4R, ACE4, ACO, A(7,6R, ACEO Post Cap I I IMSTAM24, MSFI`Al MSTCM40, MSTCM66 Strap Tie for Maso nry MBHA5_51J&25, MOHA5,50111.25, MBHA5.WIl,88, MBHA5.50f14, V113HA5,50(16, 6 B04, BUS, BC4R, GC6, BC6R, BC8, BC52-24 BC52-3/6 Post Cap 12 MTSM16, MTSM20, HTSMI�, HTSM20 Twist Strap fair Masonry MBHA5,50118 ICU ,5 CB4, C046, C6481 CB66,,CB66 C5SQ58-5DS2 Embedded Column See- Embeddeid Column Bass 6 MSHU3,6619.2&, M18HU3.56il 12&1 MSH MSHU3.6&14, MSHUSZ0110, Masonry Beam Hangers FL#16$3?-R3 > 7 CBS044-5052, CSSQ46-SDSZ , CBSQO6-SDS2. CBSWO-SO52, MBHU55GI9,25, MSHU5.50111.25, MBHU5.60111.8&. MBHU5.60114, 8 CC, ECCr ECCU Series Bolted column caps with W1 ranging from 3-11JV'to 9-112" and FL#1 149&R6 IMSHU5.50116, MSHUS,50118 Sea # ProdUct Kodel. NUMbiar or Wine PfolductDoso otloin Co VV2 ranging from 3.518" to 7-112" -With Product Descrintiont I Y34$101 6-5,K, XIS1 B1 0164K XQISl0I 8, XQI B1 01 6-4K 410-16 SttongZrive X Metal $effmDrilling, Tapping Scrov��s with #3 9 =-SOS2.5, ECCQ-S[�SZ586rles Screwed column caps W1 ranging from 3-1/4" to 9.112'and Sea # Product Model. Number w Name Drill Point > W ranging from 3-518" to 7.117' 1 QTTIZ Deck Tension Tie Bolted Holdl FL#i3975-RG 2 X1,QI I 4T4 224-NI-Ci I 14BI 224-2K #17.24 Stro rg-Drivo, XL Large -Head Metal Self-Drillin g, Ta poling 10 11 CPT44Z, CPT86Z, CPlSSZ EPB44A, EPW, EPB46, EPS66 Concealed Post Tie Base Embedded Post Base 2 3 H012. HDIO HQ3B, HQ5131 HD7R. HOPE Bolted Holdowns Screws with #6 Drill Point and 1-arge Diameter Hex Washer Head Self 4 HTT4, HTTS, HTT.5-314 Tension Tias Sea # Product Model, Number or Name Product Description S XMQI 14S1224, XMQ1 1491,224-21K ;Y1 2-24 Strong-Orive XM Medium -Head Metal -Drilling, 12 IS F-PS47 LCS44, LCB66 Embedded Post Satee Embedded Column Base 5 LTT19, LTT208. LTTI3l Light Tension Ties I SD=300, SDW22338, SOW2243$,� SOW22468, SOW226OOz SDW22O00, SQW22638� I Strong -Drive 5DW EWP�PLY and TRUSS -PLY Screws, Tapping Screws with #5 Drill Point and Medium Diameter Hex LPC&Z Light Post Cap SOW22 6S4 4 X0114SI 224t >�Ql I 4BI224-2,SK X1 14SI 224, XQ11 2SI224. XQ1 12B11224-2K #12-24 $trong-Drii ve XMmI Soff-Drilling, Tapping Scram With #5 14 LPC4Z, 2 SDWC15456� SOWC1 5800 StrDng-DrIve'SDWC TRUSS Screw Drill point 15 MP6447, MP1366Z, MPBB$Z Moment Post Base, Embedded Poet Base FL91 3020-RO 3 SDWHI030008, SOWI-11944001)[3, $,DMl080OD6, SOWHI980ODB, SDWH16100006 SIrong-DrfveSDWH TIM8ER-HEXSorew 5, XU34181018�XU34810116-51K #10-16 Strong -Drive X1U Metal Solf-Drilling, Tapping Sprewswith 15 P544, PS44R, PS4e, P80e, P868R 4 SDWHZ740QG,, SDWHl 8OW142780OG-, SDVM271000G, SDWH2712DOG Slironq�DrrveSOWH TIMBER -HEX HOG Screw #1 Drill point IT 18 PBS44A, PBS46, PBS66 PBV6 PBVIO Embedded Post Base Round Post Saw Sea # Product Model. Nurn bar or Name Pmduct Descag= 5 5bWSf021Z SOWS163001 SDW$IS3IZ'SDWSI 6400 �trong-Drtve SOWS FRAMING Screw 0 19 Pr,44.1 6. PC46-1 6, PC48-1 ff. PC64-1 6, P086­ 1 6� EPC44-1 61 EPC4&1 5, EPC48-1 6, Postcap I 395t&24, S137t8x24, SBll SSAnchorSDItS 6 SDWSJ9I500,,SDWSl97l2, SDWB2,240D,SDWS22600�SDWS2251 2, SDWS22500� Strong -Drive SOWS TIMBER Screw (interior Grade) EPC84-1 6, FPCISS-16 2 SSTB16 SSTR20, SSTS24, SSTB28, SST834, SSTB36, SST81 OL, SSTB�01., SSTS24LI SSTB Anchor Botts SOWS22800j SDWS229M, SOM221000, SOWS221 100, SDWS221200, SOWS221500, Ti MBER Screw G 1`1,445320�R(i 20 PC4Z: PCAIR2� PCSZ, PCBRZ, PC8Z, PCSRZ Epiccz, EFC4RZ, EPCOZ, EPCORZ, EPC8Z, Postcap SST B28 L 7 SDW822300013� SDVV82240008I SDWS,225001)8; SOWS2260008, SOWS2,28000B, Str0hg7DrjVe SOWS (Exterior rade) Product Description EPC8RZ 8 SOWS22100I)DIS SOWS22312DaB, SaWS22512OBB Outdoor Accents Structural Wood Screw _SW Prycluct Model. N u nr ber or Nam e DSSCB4$�5; OSSO348, OSSCB48, 0,81-11S, Bypass Framing Drift Strut Connector 21 PPB44-4Z. PPB44-I5Z Post'Base FL#1'3872-R4 9 SDWS27300SS, SDI"274008S. SDWS2760OSS, SDWS276DOSS, SOWS27OOOSS, SiroirgDrive SDWS T IMBER SS Schow 2 FCB43.51 FC645.5. FC B47.5; FCS49_5� FCB41 1.6 'Ifp Con reotbir Bypass Framing Fked.0 22 RPBZ Retrofit Post Base SDW,6k271G00SS, SE)VVS271200,5S 13 FiHSD3481016, FPH$0341181018, FlPHS054131016-5K. FPHSO34Sl2I4, #10-16 and,#12-14 Strang -Drive FPH$0 Framin94d-CFSSef- Sel # Product Model, Number or Natne Product DekarlotIon 10 SDWV13400 Strong -Drive SQWV SOLE -TO -RIM Screw Accents, Hex-Hlaad Washer 4 FPHSD34B.1214, FPHS034B1214.5,K L.SFC2�75, LSFC42a, LSFC6_2-3,,SFC,2.25, SFC4.,25, SFC6.25 Drilling, Tapping Screws Steel Framing Connector FL#10866-110 I CMST12, Chill CMSTC16, 0514� CS16, CS15, MO, C$22 Coiled Straps I I STN22 Outdoor MSSC6,26. Sias] Stud Connectors 2 HRS6; Hl HRS12, FHA6, FHA% FHAl2, FHA118! FH",, FHA30, MSTI25, MST136, Straps 97 Mil (12 g a) 6 LSSC4,25, LSSC6;2,5, SRC2.2!�SSQ4,252 SSC6�25� MSSC2.25� MSSC4.25. Sea # Product Model, Numll or Name Product Description MSTI48, MSTISO, MST172, SIMST27, S/Ml VMST48 MS9C4_2!5KW, MSSCC,-25KW I FJA, FSA Foondatibn Anchor 3 HTS16, HTS20, HTS24, HTS29, HTS30� HTS30C Heavy Twist Straps 171-915363-113 16 7 RCKWS, RCXW6,51,RCKW7.5, RCKW,38� RCKW,6.5S "45.5, SOB45,5; SOS47,5,,80,6491.5, SC13411,5, MSC$45-5, M8015475 Rigid Knee Wall Connector Bypass Framing Slide-Clipt Connector 2 FRFP Flat Retrofit Foundation Plate 4 6 l LSTA30, LST149, LSTIl M$TAg, MSTA12, MSTA151, MSTAIA MSTA21, MSTA24 LSTA9, LSTA12. LSTAIS, LSTAIS, LSTA21, LSTA24, ST292� ST2122­51`21 15, ST2215 Strape 43 mit �18 9a) Straps 3S mill (4 ga) Product Model. Number or Name Produat Deligription 8 SC$32-51g7, SCS62-5iiO72 SCS02-611 TO, SCS12i2­511 18 Bypass Framing Con rector -0 3 GH46-6,G]l GH48-6, GH48-8, GH410-6, GH41 O-Z� GH66-6, G H66-$, GI-168,15, GHOS- Girder Hanger 1 AS 18; AS ISS5; AS ISSO 18 ga, Truss Plates 9 SCW$.25, SCW5.5 Head -of -Wall SlidemClip Connector 8,,G11610-6, GH610-8 6 LSUSH3.25, SUBHS.25% MSUSH$,25 Brikiging'Connector Lateral Tie Pilate 2 AS 2GHS 20,ga. High Strength Truss PtOA 1D SJCS.2�5� SJC10.25, MSJC8.25, MSJCI0.25 Steel Joist Conneotors 4 GLB5A, GLB5B, GI_135C� GL85D,, Gl GL87B, Gl GLB7b Glularn Bearing Plate 'Glosm Plate 7 8 LfP5 LTS12, LTS16, LTS18, LTS20 Light Twist Straps 3 AS-20 M ga. Truss Plate I I SSS3,51S Bypass Framing $Iide-Clip Strut Connector 0 ICU 5 6 OLST512, MILT812,GLOT518, OBLT1316, UBT520, GIBLT820 HGLSA, HGLBS, HGLBC, HGLBD Bearing Heavy Glularn Bearing Plate 9, MSTA30, MSTA36, ST6215, ST6224, STO, STIZ ST18, STIZ MSTC28, MSTC40, MSTC52 Straps 54 mil Ot ga) 4 ASHP Hinge Plate Connector 12 XLSH34BI 414, XLSH78B14I4 #14-14 Strong-brive XLSH ShoLildered Self -Drilling, Tapping Sere" LLJ 7 HGT.2, HGT-S, HGT-4 Heavy 6irderTil 10 MSTC66, MM%43' STOne Straps'58 mil (14 ga) 13 X01SI01 8, XQI 131016-4K, kC)I SI2l4,XQ1I3I2I4.S.5K, Xd7881,2�24, �<078SI 224-31<, . #10-16, #12-14� and 91 2�24 Strong-DriveX Metal Self -Drilling, 8 UPP10-8DSS Universal 5aundation Plate 11 12 IMTtI2, wsis, mrs18, iviTsx. MTS30, MTS24C', IMT630C '�W.06, VB247, 816250, 8162.64tj SIB&I 2, $183,56; SIB3.62, VB4.06� Medium TwistStraps Top Flsrrrge�Joist Hangers FL#1 57W-R4 X011 4SI 44� X011 4R1224-23K, XQI 12Sl224,XQII2SI224-2K. X3461016-SK, Tapping Screws < 9 URFP Universal Retrofit Foundation Plate X1 $1016; Xi B1 01 64K, XI S1 ��14,XIS­1214-3.51< S�64,112, SJ5428, &1341.75,S/55.50 Z 13 6fl S15k2 - 12/10t S/RA2.1202� WBA2.1121`14, WeA4A6/8: SMA4.181140, Top Flange Joist Hangers §ka Product Model. Number or Name Product DescEW1iga &BA418112, &BA4,18114 1 ET -HP AdheslvA.Anchor for mricrete Z 14 SfH1A HurricarieTie. 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GOPS, GW�50. GW­75, (" W-10.0, CTH Gas-actruated fasteners end assemblies < 15 S�H D8S, SIHD811, SIHDIOS: " C11 OB, S/HDl 5S, SIHOI Sa Holdowns 3 PDPA, PDPA-K, POPA4G, POPAT. PDPAT-K PiNW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies 16 $(HDU4,,Stl SIHE)UP, S/HDUI I Hblc1QWm; POPAWL-MG, PSVLS,, PSVL3_K, PCUDPA, PEC LOPA, PTFZHA5,. PTRHA4 IT SNOT, SfHJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete SHEET NO. August 10, 2022 PA 1.3- # IF ��M A•�lat dd EatDOw.4pr,1��, J3= 1,. o #.W4 August 10, 202, N L N .� 0 I--0._U)d p CL cu p CU - O -0 O O E 0 C =3 O CL Cl) -� U- N u N L a z z w J c " L U v, LL Qom` 3: cc v a! L d cr C Q Q d U Q u.• cn E Vl co O L CL O O L L) cu o0 =:3 d H L co L11 Q a� ZJ Z SHEET NO. PA 1.4 r Il'atlL:ViiL0l�r.lf ul&.;Nlkifi nl it .isE li. will 711 ,Iia Il IFI I CI's.t'L.I #i �i I i - 1 is I L. N N i -0 Ci3 O +� U N 0 CL O NIit mw1 7 vraMI-DDECttaTY PRODUCTCONTROL SECTION CaptCjrg tf IJ$1A,-LLC Cit¢ atIAiLLC � Cast-rte0A �C2 O -0F�C�- � DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) It 805 SW 26 Stmet, Room 2Q8 . • � U (D BOA" AND CODE ADMINISTRATION T1CiN lVi3101i 1ti31ami� Florida 33175 i 7 T (ram) 315-2 9ta i (786)31-asp NOTICE OF ACCEPTANCE: E 4iDEi+10E SUBMITTED NOTICE OF ACCEPTANCE. EVIDENCE SUBMITTED] C UBMITTED NOTICE OF ACCEPTANCE. EVIDEN E S CU 0 • to ww irsiaMWAe evleeoaePin�r NOTICE � ACCEPTANCE OArt �. - EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03 0605.04 3. EVIDENCE SUBMITTED UNDER, PREVIOUS APPROVAL # 1-13{ ,gyp 14 0903 �y p� �yy„ Y� IT , APPROVAL A�.r tt' - E SUBMITTED UNDER PREVIOUS i� a� A�F EVIDENCE O 0 O � L O N D Cast -Crete US LLC /'w �j� �((� 6324CountyRoad5 9 Sefiner,;Flonda 33584 A. Dl'iAWINLS DRAWINGS FD4 12 titled Precast and Prestressed Lintel Details ,sheet 1 a, f I, 1. Drawing 6 , A. '�T/`1�"i DRAWINGS 1lLLid��'1I1\GS Drawing No. titled Precast and Prestressed �tttatl Details", sheet ,l of 1. gO A. l�y}'�7'(^1 DRAWINGS t t! Lintel �et�a�dr�' sheet � o�i 1. Drawing No, F17�d12, ail.f� titled "Precast and PrestressedanNo, � coCCf � •O L _ e Craig P.E dated March 24, 2003 arrdDrativvrrz .Nei. LT461 titled prepared by , , �' a P.E, dated March 24 2003 and Drawin No. 1, prepared by Craig Parr no, g , titled . Cast -Crete 4 b e 12 1, dated 03124>�0 and Drawing No, L�411 , tz , . cn • — � Z3 > O SCopE: rt 3 ed - re e � 6 & 12 Lintel � load Tables-, 1 through 3 0 , eperr` . by cast � . t � � �' ii - tr � es sheets 1 LT4612, titled Cat Cate � , � � I2 Lintel ��� Tables l revision Bon dated 06112i14 all Lintel Safe Load Tables", 1 through 3 0 3, last v s f � ,�' cn N >` Q� -�-, � . . This NOA is being issued under the applicable rule and regulationsgoverning,the use,of construction materials,. >� pp s � .. . 2 200� both- April 8 dated A 1 revision #1 d taJ7an0 P.E: dated Marc 2 2 3 last rs # h � QfI Craig P , # Pr t through 3 0 3, prepared b Craig Parrino, P:, dated March �', .i003, last �' Ira y g o 0811911 led lJ Craig Parrino, P.E., n prepared, signed and y g � O � �.�— R5 The docuarientation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control . drawings signed and seated b Crai Parranv, P-E raw , $s ,gr: y g' .� .. revision dated March 11, 24tJ8, all signed and sealed by Craig Parrino, P.E., on � Q Section to be used in Miami Dade County and Other areas where allowed by the Authority Having Jurisdiction B. TESTS March .��, 2012. ' B. TESTS 1. None. (AH.i). L Test report oat, flexor al testing on 4 ", d " & 12" Precast Concrete .Lintels Filled and B. TESTS ., This NOA shall not be valid .after the expiration date. stated bah©�+. The Miami -Dade County Product Control im per prepared t'lnfilled .yodels, totalof (13�i concrete lintel specimens, pe , ,�' ,t' 1. None. C. CALCULATIONS . , t Dade Coon reserve the right to have �iecti{ari-�tl Miami Dade County} and/or the: AHT (in -areas oilier than Miami � �'� th � h . e and dated 04i1 tI103 signed b Applied .Research taboratorzes; Re earl No. 3U404A, dal , . f�_ }+ lap P . 3 es 4.2Pi1 through 14 2 � 1, Calculationsfor Cast -Crete Lintels, dated fl8ll9r'2fll�, pig .1 $ , J this product or material tested for quality assurance purposes. If than product car material fans to perform an the Christopher A. Hamon P. . sealed by p C. CALCULATIONS prepared b Craig Parrino P.E signed and sealed b Cra Parrino, P y g �' �' accepted manner, the manufacturer will imcur the expense of such testing and the AHI may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke � p 7 C. CALCULATIONS ,, 1. None D. QUALITY ASSURANCE . y _ this acceptance, if it is determined by Miami -Dade County Product Control Section that this product car material r ., a as 03 2U7 a es prepared d b C 1 Calculations tar Cast -Crete Lintels, dated t?5/.��f _ . p g , pr" p y� f QUALITY A,�aSIJH`Ai1TCE i- : c Resources (RER). corXo X Miami -Dade County Department o Re Regulatory andEconomic to 1: B Ira # $� r.�' � ,� .v ,1' ,� + •applicablen fails to meet the requirements of the building code. ryyy. ry y P.B..i. Par ino P.E., signed and sealed ': aig Parrino, A ,b3' �. �p Affairs. e r a r r and"A airs. 1. By 1k�1`aaana-l7crde County Department ofPerrrarttzng, .�ravarorinneni arX Regulatory ,�f' E. MATERIAL CERTIFICATIONS 2. Calculations for Cast -Crete Lintels; dated 05129f03,140pages, prepared by Craig This product is approved as described hereiti, and has been designed to comply with the High Velocity Hurricane Parrino, P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. Zion of the Florida Building Code. 1. None F OTHER 4- a 2" t and Prestressed Concrete Lintels �ESt;R'1'ION. � Ca3t�Ci'e#@ � � ti a�L I I�X'tl'elMli �'i'ei8$ as ,. n D. MATERIAL CERTIFICATION-. y :- ' �XCast-Crete_ a.�t-, a rec�iT.it Lintels revised ZIT t7st�.. L ala stem Manual fear Machine Made � a ,: �F. OTHER y �t �+ {r ,y 7 �r^r d.. Letter fr��a l.a��^`i,.ret� tJ�i Inc., dated 0811912014,. �iigrae� sealed �� LrQag. • i. i and Prestressed Lintel Details", heat l of l APPROVAL DOCUMENT: Irwin No. tailed Precast d , . . a Via, 20t`l2 . - Febru 03 2012 signed and sealed 1. frtarrz Cast Crete Corporation, dated February + .. Parrano, P.E., certifying compliance with the Florida Building Code, 2014 Edition. �re}'{azec b1� Craig, Parrino, t'.;, dated lviarcla 24 2t�U3 and i)rawuip No. LTa6b12, titled Cast -Crete 4 , ti �c I prepared J } 1. 6 O. • '...; • • y +# Lintel Safe Load Tables". sheets through Zyffiii#ili$r�+d �i Craig dated ry/}�}.a 5. - •' . �) �y ,.] dated 200 . �y Cast -Crete Quality (�,StGTei :iY3ararf4iiiL-: �a% Pa��u���.�s�rL�..Pr�du�+ts �tfLb.�r G.�15 'Y f ,Letter +'�fj . Code, x +_ .-compliance' ride Building l ode aPa lit b �"rLta Pt�rrtno, P,., Cent-1tl'i it�a t�t� Florida_. j "' �. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # ��-0821.18 revision dated tune 12 2014 all ,signed:and sealed bCraigl'a�inta P.E. on Jan , 2(11, all beating the Miami -Dade, Coup Product Control Revisions stamp with e Notice of Ace � umber and the ex i tion �� � p 2. EVIDENCE SUBMITTED UNDER PREVIOUSAPPROVAL o a� �,�� Edition. A. DRAWINGS z date by they Product A. DRAWINGS IN�GS 4. SUBMITTED UNDER PREVIOUS. APPROVAL 13-0321.07 1. None. AC�oSnftrol.�Section, /�y }�j pp `p Impact MISSILE IMPACT RATING: Large and Sinai[ Missile mpact Resistant IMPACT RATING: � /� /#{ � q )♦ ry /S Details", /y r� j [ •a titled"Precast and #. Drawing No. FD46ld, titled{ A recast alii�f Prestressed Lintel Detail Tf, stied I of .[, 1? E. doted illorch 24, 2Qt13 and Draavin No, LT4612 titled by Craig Parrtno, g A. Ddk AWINGS DRAWINGS 1. None. B. (yy TEST S LABELING: Each lintel shall bear a permanent label with the manufacturer`s name or logo and the Miami -Dade prepared b "Cast -Crete 4" 6" & 1.2" Lintel SafeLoad Tables" sheets I through 3 of 3, p y prepared 1 None County logo- Craig Parrino, P.E.., dated March 24, 2003, last revision datedMirch 11, 2008. B. TESTS C. CALCULATIONS RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no 1. None. change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision. or change in the p g 1. None C CALCULATIONS < D. QUAD ASSURANCE materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1• None, 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). product, for sales, advertising or any other purposes Shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. 1. Nonce D. �D�ALIiV ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By.��ialiai-I�QdE �.'LTtlnt� Department of 1�L�'g�tlato?� QnC�EEI)niainiC estatirCeS (RER). 1. None. e expiration date maybe displayed in advertising literature. If an portion of the NOA is displayed, then it shall the p ig a y Pa. p Y� 1, B iami-Dade County Building Code Compliance Office. y Ill' ty $ mp E. MATERIAL CERTIFICATIONS F. OTHER be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. Letter with the Florida Building Code, 2017 Edition; issued by Cast - 1. Compliance Crete USA, Inc, dated 08108117, signed &sealed by Craig Parrino, �. shall be available for inspection at the job site at the request ol'the Building Official. 1. None. N This NOA revises NOA. # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E-al and E-5 as well as approval document mentioned above, ihny A. M r, P.E., M.S.ebny A. Makar, P.E., M.S.elin-y A. Marar, P.E., nS. The submitted documentation was reviewed. by Helmy A. Ma ar, P.E., M.S. Pro uct Control Section Supervisor 1'r net Control Section Supervisor Product Control Section Supervisor NOA No. 20-t163fi,15erl iN1AMt DAii COUNTY NOA No. 204630.15 Expiration irate: 09/11/2023 NOA. Nei. 20-0630-i5 Expiration irate: 09i1112023 NOA No. 20-0630.15 Expiration Date: 09/11120230 � + Expiration Date: 09/11/2023 ' Approval Date: 08/20/2020 A royal Date: 08120/2020 pp Approval Date, 08/2012020 Approval Date. 08/20/202 N W a�.atl Page l -1 P E' 3 ca fl-� ® ra Lv c.s � U— ,< U- N y (a O >� 'O 9V a, O CO Q 3 r C'V � a. s as - � c. y s E Cast -Crete USA, LLC Cast -Croft USA. LIrU o a zs 0 .- NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. Cn B TESTS B. TESTS L None, 1. None. 1' . CALCULATIONS C. /� YTA CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By .tl4iami-Dude County Department �f Regulatory and Economic Resources (RER). 1 By Miami -Dade County Department off Regulatory and Economic Resources (RER). E E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None., L None. F. OVER F. OTHER � i U) 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- 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 $. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2, Letter Florida�pBuilding Code, 2:0200 Edition, issued by CaFt- � O -. - DRAWINGS ,�with ithe Crete USA, Inc., dated 06 1 Hill, s gned & sealed by Craig Parrino, ono, P.K Crete 06111120, 0 .A. �y q p Details 7"Precast 1, Drawing No. FD4612, titled "Precastand Prestressed Lintel Details f, sheet .! of > cL �' 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. "Cast ", " ", O Q 611 tic 12 Lintel Safe Laud Tables .sheets 1 LT4612, titled -Crete 4 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, lust revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019. B. TESTS L None. C. CALCULATIONS CU 1. None. � D. QUALITY ASSURANCE � m 1. By hl ami- ode County Department taf Aegul rtory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 0- 1. None. =0 I..._ F. OTHER /■', L L Article o, f Conversion fora name change. `.j �— w ME � my d"I,r�1e�1x117.ar, P.E., M.S. A.�+Milfai•3�vP.E., KS... � z �e r Product Control Section Supervisor PrC�loduct Product Controll}/$cotyYion Supervisor Z NOA No. 20-0630.15 NOA No. 20-0630.15 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 Approval Date: 08t2W2020 a E-4 E-$ SHEET NO. August 10, 2022 PA 1.5 I L I E00 wc��s TILLIT TESTING& ENGINEERING COMPANY PRODycl-M, 2.2. M-TAEP01171-z Large missile impact and fatigue load tests were performed under Protocols TAS 201, 203,at persedon 1626 of tileFlorf0a Building Code. Uniform statto loads 20'=&W B. MAIEMALC- HAIRACTERIS P CIRCAMONS: $hall'be attiptlyin acoordar.loo with0enerol Notes and Components indicatedOn shobt 1, 2 and 22 of 24-41f Product 'EV01-Liatipirl Document (P.EM.), tfra,wIng I I WATTFR A. TILLIT"ill.,F11 as per TAS 202 Protocol, Test reports prepareld by Hurficane Engineering N0.20,�17t, AiltdhOir specificatl ons-shall be as Indicated on shoot O1_7 and, 21 of Testing, tho. I Reports # 96-569 dated 08/09JI ON, #06.570 dated Q011 $11996, 26, of Product Evaluation Dmirldrit (P.ED.). dnawing Na. 20476. EVALUATION REPORT #96-T�O dated 0912,011996', all thireeagnod and sealed by Hector M. Meffin 'a a 'PRODUCT P_E�, FIano ,W tlon Testing Laboratory, Inc. roporta,02032 dated 04/1611,900 and # 21126 d0ted 10JO$t1098WItA9Ss0d by Gilbert Diamond, P.E. and Rep ,OrtNo. , 7.. LIMITATIONS AND CGNPIT]ON"FAM.- REPORT NO.: 20412S.01 0219-01.09, dated MarchA. 2000, signed and sealed by Edmundo, Larose spada� P.E. and Henry Hattem, P.S. 10 strictl No kthru ndc hot o, yin,,compifempwitb,6orlok�0I.Noijas , 1, 14, i I aled DATE, JUly,28,2020, Tensile test report No. 9PW197 ily QC,MetaI1urgIf;*I, Inr_ dated March 13,2009, On OhW I of,26, as Well as 0aneral Notes # I thru 41�and I I thru 16, indicated on sheet 21 of 20 Of ProdUA EVS ustiot PRODUCT CATEGORY: $hotb" Signed and sealed by Plank Grate. P.E. prepared by i1ftocc, Inc. and Signed and Sealed by WIiltfork TJI1K,Jr._,, Pj�. PRODUCT SUH-CATEGORY� Stdirm Panels W&W-RUCTURAL, NGINEEMW CULADOW _CAL� 7 2. Product rdiiy tits intiall6d Within HIGH VELOCITYHURRICANE ZONM-as PRODUCT NAME- 24 GAGE'GALVANIZED STEEL STORM PANEL,, On 20 Gage Galvanized Stool Storm Pariel-fot maxlrbum parialiongth va, design wind load. As Wailes maximum anchor -spacing vs. design w1nd load and panel d;�ned on -Section 1620,2, ofthe Florida Building Code. MANUPACTURER: QlAilt PEQUKAW dt=� length based Gn raffonal and comparativat arialysis, end In accorttancettyith section i6le of the Florida ftildl ng Code. Calculations prepared by Tiltsod', Inc., 7.�. Product shall only I;NBJrjstlaIlod Into poured concrete, concree, block,, and w6odframostrubtures. 4800 S7.W, 51 Street Davie, Plorida=14 dated 11110"0 and 03112JI5, signed and stIaled by Walter A. Tillit, it., RE 1,TURPOSE OP. �YALUATQt 3'- M1661LE 'ME= Product tvaluotibin Roport-Wepareid byMltefr�k Tillit, Jt,. -P.E,, (Ftddd# Liciense Thlaris aProdUct EVOlUatkift Report Issued by MiterA. Tillit, Jr, PJE. (system Large missAj e Impact under section 162a of the Florida Building Code, as per TAS-201 Protocol. No. 441 �77)j President ofTi!6w, Inc'. �(Plodda CA-tOW0749), it) # 1900) taAhe dlobAlPiroiection Products, LLQ, 1RuIerCfi)&pt#r No. Ifil Q-2,0-3, Method 1:6,pf the Florida 04partmolittof Business and 4-WIND LO NM P061foulonaill R"Utation. 20 Gage Galvanized Steef $tOrm PatTel has been verified to sustain wind Maximum This product is WrigIssued an l5valuation Report as described herein, and has bean verified for Com- AllshITO accordance ththe202OSavonthF wi of the pressures. panel length shall boas Indicatedon shaets$, 10, 14, 15, 1�. 19, 25 and 26 Of2ro-of Product F-vatual on Docurneirit (P.E.D-), drarwing No� 4A1 87 Florida Building Code, and to verif that tha product is for the purpose Intended 20-176. Makinfurn Anchor $pacina shall be as inditated on sheets I$, $, 10, 11 TAT�0� . at lead equivalent, to that required 6y the Code. 14, 16,17, 16, M20 25 and 26 of 26, of Prod Udt Fwal Uation Document (P.15:0�, . . . . . . This Prod Evaluation $16KAL le, ud Report -shall, batUbject to rovieW and re.visjor in case of n , a Building Code elfange that may affect Its limitations andconditions �ooiloiilik' I nstallation shall be porformadstrictly in accordance with details indicated on 9LEVIDENCE SUBMITTED; sheotS 3 thfu 7, 10 thru 20, 23, 24 and2`6 of 26, of Product Evaluation DoG ument Gil fILTFCc'AhIACfN AtICOIXGS) P� E, R61POKT�ZO k OWMIJ,00110 F&JON FROOUC:1`8� LLr I �6 OACIF 2,1�,P8QQ=EVA 10% W_ PAI E Nj_ W� 9 (P.E-D�), Araliving No. 20476, Minimum separation to glass shall be as cALIVANIZEDSTa- f>Tt*M PAMELA Drawino No. 20-176, titted *20 GAGE GALvAwlm IsTeei, sToRm PANEL,% Indicated On sheets 8, 14,16,25 and 26 026, of Product Evaluation Document (P.E.D.), drawing No. 20-1111- sheets I thro 26 of,�,O prepared by Tifteco, Inc.; slOned and sealed by Miter A. T111,41, ir�, P�El; dated 0.7196/202o. Tbligdrawing is an injagralpart, %li"41INNOIJ, Evaluation Report I k OWN-, A N�A441 6-7 7/ 7Zda� *11 X S-t*TE F C UP' 6155 NX MistmL Floe 53166, rhate� (3ft5)­ti7l-j53L0 - NWA4�� NM-1 11"Unflivili Vopo` RA 44 CASE I)OT PRQCW STOW. OR "kCAST 00"OftTE PAN". 4DUCCO OR WOOO WIN= Ike WSION; WALL ANCHORS, SK-4L BE LONG, M004 TO REAW THE ANGN ria&Rx- SENING, UPW RMN VERIFIED MR OQ4FCW,4E IN ANCHORAGE SHALL BE AS MENTIONW, IN 0,1) AND IN 81)� DESIGN WIND 1AAOS "A. 8E OETRIMINEDAS PER SECTION iSOO OF THE ABOVE UINTRONOR COOF� l. t TV" ANd"OK AS MAN11FACTURSP Ff OX RJUSIM HW_ MR a WIND it ALEW ANO 04�10 POIELMATE FOR" 30 " 0AMELIATC PLUS ANCRIFIS I! � � AS W A)FACTURIOD SY 5I.0O3 CONSYRUCTIGN; PROOOM FOR A T-1IMAMO VM 1/4'0 IN, SCREWS PON ROL& OMfOlf PRICISURIE PAITHIOS INDICATED ON SHEETS 7 THRU 12, 14. '11A. 16. TO & 20 7/14,W X sle WOOD BUSHING, As Darmm gy ALL POINT SERI*, EMT & www-irf 00, IN ORDER TO VVWY 14E == -L.TE DESIGN WIND AM DEDCRMOVED PER ARM 1-1. $HALL SC FORST RCX= WIMP LOADS BY THEM By Ole W ORCM TO C I) MINIMUM "COW INW WOOD Of TAPCON ANCHM SHALL BE I Ilr AM 2- MR SLCQ P94WAVE PLUS COMME Tfilm W/ MAO t4SOl DES;ON PRESSURE RATINGS INDOITSO 09 "M 7 THRU ly, 14, 14, 16, 19 k.-O. Me PoNamAR FEMALE a ON OROM V VMY THAT AhallORS CHI THIS PILO, AS TESTED WE"t hOr a" STRESSED, A UX INCREASE #4 ALLONAKE C-21 IMINNIUM, INIMAIDED PO4CIPAPOM OF LAG SCREIC Jft INt WOOD FRAME UNIT $11ALL OIL 1 1/2. NO tHRODED PENEIRM100101100 STUCCO ShfkLIL fit CONSIUMEG AS PAW OFTRF REQUIRED 114RDIM PENEYNAMON STRIESS FOR WUO LOADS WAS AM USED IN THEIR ANALYSIS, 1ASITNORS SPAGINC TO *000 HAS SEW DETERMINED IN ACCORDANCE WffX NZS_ 2018, CA) MINIMUM EDGE DISTANCE OF I= SCAFW%JHTO WQEO SHAN, BE AS INDICATED IN THIS PRONNO SIORM PANEL'S ADEQUACY fM IMPACT AND, WHW) RMOANCZ HAS MEN VOOSM IN ACCORDARCE WiN SECTION NI26 OF THE AWIM MERTENS) CODE M PER )OPWCANt &NONEER164 & TMUNO, WC, REPORTS INI-aft, 46-570 & 96-130 AND C.4) MKWUM PVCMT04 OF WOW SWIG" SRALL, e� WV, 1/4' O-W SCREWS USED SHALL' BE t 1/2' LONG MINIMUM FERESTWON TESTING LOAL ft., REFORM #20,32 & #2126 . AS TAS-202 AND TAS-203, SKA" MOW 0451, ANO T* MINIMUM MR WALLS WITH NO STUtCO. AS WELL AS AMERICAN JMT LAS OF SOUTH FLORIOk REPORT 00219.01-01), I'S PER TAS iOl, Y4 ZRZ AND 1AS 20 SIANIMIROS, C5) IN CAM,"W Flamm STORE, OR pKaw Ow"t E PAN" VUcCG, OR *000 BOARDS BE FOUND ON M cGETINa. 2: ALL ALUMINUM WALL. AN04ORS SHALL SE, WHO ENOUGH ID WE" THE MA& STRUCTURE DOWD SUCH PANELS WIRUSIOPRI TO BE 11063-�M ALLOY AND IEWPER, NNUESS OTHERWISE NOTED), SEE 94EET 2. ANCHORAGE SNO-L, 1IF AS MOMONS) N C�A)� C,2) * r,A) I ALL ALUMINUM SHE-rT METAL 050 AT CLOSURES SHAU HAVE 1105,H14 AULOY� (0) ANCHORS SHALL K OWALLM FOUVAIINIC ALL OF THE RECOMMENDATIONS A" SPIECII'TCATIONS Of THE ANCHOR'S A ALL SIM SHEET METAL PANELS WALL HAVE STRUCTURAL DUALITY STEEL ASTIR A-SSS GRACE 50 MINIMUM, C-60 tALVAINIZEE, STEEL (ISIONATION W/fY. $63 H* (4-MR RWFG), 6, PANELS MAY ALSO Ot INSTALLED HOROONRALLY FOLLOWINO INSTAUARON, DETAILS SHOWN ON SECrON 3 THROUGH 10 (SHMI$ 4 TwOuCK 6) V*EPT MW HEAOM (D It M SHALL Nor OF USEm St ALL SOW" TO SE 3TARUSS STEEL 3104 OR 41t 0% SEROM OR CORROSION RESISTANT C04M 0AWN STEEL AS PSI Ofil 5001$ W( 60 . VIEW STRENGTH AMC 00 11. IENSLE STRENGTH R SHALL COMPLY VI/ PL" MOLDING. 0 13 SNAIL RE THE RESPORNWrY OF THE CONTRACTOR 10 VtffiFYTHZ S*11 OF THE STRUCTUAM %HIERE SHUTTER G To K ATTACHED TO INSURE P90IFERANCHORAGE, THIS SHUTTER SMALL R." SECTION t., 41�k GARY K. 1w CONCRISE, BLOCK OR WOW FRANZ KhLONGS e BOLTS TO BE A' TM A-307 CALVANIZED SIM. 09 AM 404 SVC" VAIRIESS STIES, WITH X k4i ONARIN TISID STREhow M I" RM" SIDAM PAWL WW aNOM OVER W-8 ' THROVOR AS PFR $WnOW 6� 8, 0 AL 16 AND AL7MWAE5 aW, SW & IOW ON A A 12 RESPECRVELt SHALL HAVE A LOWELL AND, RLAD14Y MSSLE MQ0UNC INSTRUCTING OWNER DR 7 ANCHORS TO WALL SHALL BE AS MLLUOS� WC2M TE*1IKt TO - US W04 APPLIAEILE REVIPMEWENT DURING PEFOOOS OF 4URRICANHE WARNING (A) T1 IHE OISALLKION CONTKAZVR I$ TO ALL WHITER **PONORT MGM WHICH MAW NI CONTNHM CONTACT Wf* 1/414 TAPCON AMOURS AS.41ANUFACTURIED RY LTM� OJILDEX, INC (NIr,. r-4192 "j) THE MAZING TO Pfcaw WMAWN =CIT 1/4' 0 * 7jr CALK -IN ANCRORS� A S MANLOACTURED BY DEWART ft, (MIN, I'-3GGO p,"� I f4-F 9 3/4� SWO-SET AWIHQIIS� AS DISTROUTED BY ALL POINT WM% BOLt A, SPECIALTY M It. STORM PANEL 041IMIANION SKALL COMMY WITH SK;$: MOICAM IN PRO DRIONWO PLUS ANY qViLGING AND ZONING REGULATORS (OF � rt-ww R.-L) FROWDED SY -THE VOM POW IS APPLIM 10� 014!10 PANELMM FOME M It PANS -MATE PLUS ANCHORS, AS ONNUFACTURM Sf ELCE CONSHRUCTON ORCIRM I!I. (A) THIS PRODUCT EVALUATION DOCUMENT (P-LOIFIREFARSO Wr THIS LWKER 4OFNERIC AND DGM NOTARDMOE 0WORIAMON (MR' f� A AID A M SFEW-11; PR`OXCT11 Lt, WTIM 11 sn't CONUMOW DEVIATE FROM 1K PIF-D, 1,14-0 1;!=6VPhA)KHO0S. AS MANUFACTURED BY TW-FAh7 CORPORATION Vo-3600 P�%O A,I) ONAIUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL M I 31,V� e FINR PARELMAW TOME (0) TO BE 9ESPICOMOC FOR AVE SELECTION. PUR01OX AND ft-fWLUOK POLLIONO WE SAM Of THIS PRODUCT OASED ON INTS PIZ, MWEED HVSHE DOM #W OEVUTE FROM TW CONDITIONS DETAILED ON THIS DOCUNIENT Q AND PARIENIALTE PLUS ANO 1 $,/4' FDA CF TAP--WP ANCOCIEL CONSTRUCT" SAFErV AT SHE 4 THE CONORACTUR'S, RMPONSJSOW� Xt) CALN-01 A SQUO­SV ANCHORS SAALL RE=%07/=01NE PWRIED CONCHIM NO SQUIRM KW J-) THIS FRMCt &ALVAAGN DOCUMENT *" SE CONSIDERIZI INVALIO 0' MOOM STUCCO $HALL 6E FVIOTTSk 1/4' 0-20 E 1 1/2- LONG MiRmum SHOULD STUCCO exim I' WHOILOA FOR WALLS WON K STUCCO, *0 MAV'GC HEADED StNtIAI ORT ALL THREADED SCREW$ WJO HEAD. (d) SM 'SPOCOC PRO&M SHALL IRE PREPARED Of A F6QRWA REGISTERED ENGINEM OP, WHOM WC14 WILL BECOMC THE VITI WINZ *ft DONEOR OF WCORD (E01t) FOR THE PROJECT AND WHO WILL BE RESPONME FOR THE PROPER M OF THE PXAX ENGINEER or ROOM ACTING *$ A DELEGATED 044M TO Im Ay, 10 CAW THAI PRECAST STORE, PRECAST CONCRETE PANELS, PAVERS, 511= OR WOW aORHM OL FOOND ON, TRj A,", "GINEM, VO4, rURMIT TO THIS LATTER THE SIC SPECIFIC ORMANGS SOR WftV, SOOTING WOO 00JOH1 TO REACRTHE MAIN STRUCTW BEHIND WAIT HAL E. .0 SIONARRIV OF THE .1V.=K11� PANELS Al) ANIO 04, Alf. =OF%1CrT*XWN =I= IT I I NO tURW 'BY 1. T It SUEOSF, INC, $4 SNUDER MANUFk'RJRWS LAOS, SHALL BE LOCATED ON A REAl"LY MSMLC LOCATOR AT STORM , RS AS MINNUFAC PANEL SHUT" IN ACCORDANCE WITH SECTOR 17011�1i,3 OF ROW BUILD014 CODE, ONE LAW I I t -7/0' MK-W ANCHORS, As MAISKITACAM BY ~E INt- (MR, r-ISCif p*L) 1/410 1 SIO0, SE PLACED FOR CAW OPENING. LABELING, TO COMPLY SECTION 170." C4r THE X 41V SDUO-SET ANCHORS, AS OISUNWW V ALL POW SCREW, DULY & SPECIALTY ED, FLOPHICA SWORN; Cw� 044, rc-1500 - #14-20 RANSOA10 FEMALE 0 AND PANUMATE PLUS ANCHORS, AS MANUFACTURED Of CLOO CONSTRUCTION � � � PROMUCTS QJAN, F`�2071 PAJ,) 01MINIJ - weii OF TAP-CRIP ANCHOR$. AN . VMUFACTURN) RY TRU-FAST OMPM7PDN 0" . 8 1) MiANWUM OASEOMENT Or TAPOON ANCHOM ELCO AMELMATES AND OF TAP -GRIP ANCHOR, OTO THE C. FLORIDA OUILD1140 CODE 2!9h Vvia"�O#ty N "# zorw) 9LO" QNTt si� PC i I/4-� - - IP WORD Nom W_ 20 UBE IMILVAIWIM STEEL STORM PAW " 6.2) CALS-IN & SOLIO-SET ANCHORS *W1 RE a0OXIS) 1/9' INTO 714E PONERM RLOOR UW4 NO CNIM-61 NO 4 1 CRON W. INTO STUCCO 5HAI-L HE PERMITTED, Ve 0-20 SCREWS, USED SHALL, SE 1 1/2- LONG MINNAUN' SHOU is EXIST. ANO I � MINIMUM` ROR WALLS *TIN go STUCCO. -0 CLORM. PROTECTION PRODUCTS, LM OPE S S,11-, OF 0' PHaie WA00-na, Fix O&IVO."Wr " I R. I WNINA A"Ww" F., Pl- gn T1 r ro�� ��Emq U. W/ 4"6-mr-', >--I'- I&NEM YJEW_AU"A.A ROUNOW CCAK# 0 a" or R*RWS END UP V/ HaAmm EUrr- _7 V--t 1/14 a 2P4 a 41 IS' tow. 2 2!V1XI4C PUM MA ffffl�� _3W 4 NICKEL ALTOOPOWDY. on MIT WOVT "S"Ok #WVAL = "'Nale OR WE - -SELf . TOP am PANS. -__ It. um OVAIL AS Z I L I ECO TILLIT TESTING A ENGINEERING COMPANY "ET MM-C! KYUL&MION MORT 44 FLA,,A,L1A­N­3fRK MPORTNO.- 20-0727.02, DATE: J Lily 21, 2020 PRODUCT CATEOGIM Shutters PRWUCT SUAOATWORY�� Storrn Panels PRODUCT NAIMl 24 aAGE GALVANM STEEL STORM PANEL MANUFACTURER., *410i"j?Mdum.1" 4W SA 51; Street Ds"Ids, n9fide MI 4, MADQN, Thiff is as Prodiqct Evaluation Reppyt,issuod by Walter A. 711111t, Jr,, Pig. ISYStem 10 * 1900) to the-01 obial Protection: Proditati, Ll.t, Ru I a Chaptor No, 4IG-20.3, Method 10 of the, Florida.-Delpartniliefit of Boaftniquirs and Professional Rollulation, ThJSprodqqtJ 09" here a - � issued on Evaluation Report as dew so In, and has been vorifledfor compliance in accowdoncewith the.2020,13oventh Eklition of the Holds Building Code, end to verify tbat-the product isforthe purpose Intended atleast atiolvalehl: to that required by theCode- This, Product Evaluation Report -%halt be subject to reviewaind revision in case of a Building Code change #'Fat may affect its limitations, Biro conditions u-%4 wee ISUG �?,!HrF_j TO "D 12 YD 42 11r 04 C L 24 3 1 L.1 SEE 126� MOU MM, RW=r_= -$;Fe A Apr 5 'In �VF 1 f 1,14 No, 44161 TO 20 GAGE "LVARM STUL WORM PANEL "fOrnia$110 Impact iOt4dtetftwe�rape&tmeOuiiderSST�D 12-IM 9tiandaida§ Ullitcrts- tatid loards as per' Section 1'709.8,-3, per'ASTM, 15-3210, Testr000ds prepared by-Amoricon Testing Lab,of'South Florida, Report 4 081441-0 viiftnessed by William 'P.�E, and Harvir its ft 9- R. Mishoer, P.E-. Bortz M6,0Z, ,v Hat � m, E and f Z*pc N 01-slighed arid so,# fob by 155-00undo food Inge perPratocots T-As.2-0,1 &20&as porsealorr'1809A.2ofthe Florida Building Code, Test Raport propared by American Testing Lob vfSouth Florida� 2 201%S and sealed 46 31 by,jui S. Olglrtefll�26449;alad,by Fnankii�Zo� P,E,, asperlAtTM T4 at' par OC Motallprgicall Report No. ii)KMA 316,dated December 1, 2010,sf qnod and Boated,* jairry-4sicloform, P.E. as per ASTM E-& 00'24 Gage Golvarized St 601'storm Parlal for m"mum panel length its, design windioad, AOWOII as mwiiiriurn shichlorapalt1bg vs., deslonWind lood'and partial longth,based on ratlotralan,4 domparatAve ' analysis ', and- instootdancle with Istaction 14104afthe'Florlds BuIldirtgCoda, balculallons, prepared by Tiltiscaj trio., dated 121l8tio and OW27113 (for thlonaVislon), signed a n: d s6efled ty, Waltar 3. MILE WTACT RMISTAN09, Large IWO1 .2 of -the Flonda Buiong. Code, 0 per SSTD 12-90Standarli-and-TAS41, 4. VWNID LOAM REMIANPE: 94' Gags Gal4onizad-61401SIonr Panjal, has boolli.veriffeOl.;totustalo wind PrIalsoure$, Maximunip" length $hall be Efairldicoted. on isheets 9,, 46,11. Maximum Anchor Spacing shall b indicated on, sheet, a 6, .9 1 1 1$ itinj 16 d 149'No. 20AM naW - - 24 14" Galvanized Steall,%tDrm Pam] has, been VeMOd for c We compliance to wbrkas , a non-00mot:storm shutter alloornbly, as par S$TE1 12-919 Stanilard, Miltill V) C. iNSTIALLINTjobt Inotallartion Ohaltbd performed strictly in amDrdance with dotallsirldIcatodon sheelts-3, thirU'Ill, 12 jhru 1'8 ' f I of Product Eva , luation 060ument,�P-S.M), 'dirawing-NO 916-175 to 0 Iasi she'll be as indicated, On shooter 3, 6, 13,14i 16t, f Sand 1,8,,of 18, of Product r-Valuation0ccumord ,(?,E_a)� diaWing No. �0.176, iL,MAT.IERCAA-CHARACTERLcLTKIIIANDAP-ECIYJ-CATIQW- Shall baai�jclty in swopda"cowithGarforel NO-Josairld CcImponerrIs indicatedon a4eof 1 and 2 of 18, btProdootzrEvaluaijoin Occur Anchor tpe�cificaitfarta, Otis] I boss.jndicatod on Sheet I of 1 8,,,,of --prodfict (P�ED�), iJit"Ing, NO. 2047t NO COWT16069FALSE'; 7A. Shall be strictly In compillarim With Gerfeml Notes Na. 1,"s tbru 14, Indicated on sheet 1-4 I&Of Prod Olt Evaluation DpqunTonI:.JP,E.D. , ). dralleing No. 244 7S propariBd by Tilteca, Inc.' and' signed and' Beefed b 1Iij:Jr_.___ , -,y Miller k T) P.E. T,2, Praduct�shall notbe Installed within HIGH VELOCITY, HURRICANE ZONES as tofine4on section 1620.2 ofthe Florida Building Codo� 7�1 Product shall only be Installed, 100,pou to c n tot kiAnd wood frame Structures. rodolancre#, orc Obloc Product, Evaluation RispoftGrepated by WotterA. TRIft, Jr,, PE, (FlorldiaLloonse 1/4, 2/4, 3/4. 4/4, 5/5, 7/6. IW/10, 2W/10, 3W/10, 0/10, 6/5 5W/lO, sw/11 * 7'W/11 tex t1=ZKE IS 01 & 9_ _ANCHOft FOR CONERSTESStM ON SZV MIM, MR W0011 SIM I @ Al L7 14 I I 'a - - - - , I I WILTM, PANELS, W/ t/40-AlUxl' LIVED= PANELS �SEL BOLT W/ 7/1L` H, 3/W (SEME WWAM 0 Ek OVERLAP SOCTIONS AS APPUCA" r j r MAX WAX �'l /4 2/4, 3/4.4/4, 5/5, 7/5, W)4 10, 2100110, SW1110, 4W/10, sw/lo, aw/11 a 7W/11 FOR CONCRETE SEE SCHEDULE ON SHEM 5 & IVA WODO SM SWOONS 00 SHEEM 10 & I I REQU SIM EANELS A; ELLYABON oft 00hoo -I *at wim FLORIDA OUILOINO Ole L C. �ElIh Infealty" cons Zone) mm Wow, #r- 20 SAGE VALVANIZED STEEL STORM PANEL FP_ 44167 DRAW of, SEMON A-K- OLML PROTECtION PRODUM. Lm �, AIE I fT1L1F_C0l-_-\ &�&Vrt 9%=j.2.0T= PHONE-, r"4RHN,_,RHL Tu, owltse-aw - t Be I 2% 4-a C_ > 2 o 2 ca ­0 n CM Cn a) M '- = a) CIO 0 -co Cn 0 2 L_ ca. = 0 - 3: CU 0 0 C13 U_ t,- 0 M > .Cn Cn E L_ a) 2 2 CD_ CUU, -0 -210a C/) CD_ < Z Z W mi Q) -0 >1 LLJ Cn J Ca C'j CEO >< eq C= C-4 W 41 W > A, E M CJ INSTAUAMN DETAILS Egg REMAR Winsa it jk FOR IWAUM REMA"Mm PANELSCI) INIO EXISliffil 2QUEED CON RETE OR CONCRETE JJLOCK STRUMBES to= %=--OR sm ------ WAILS ME REOULAR EAN INSTALLADQU DETAILS FOR 9991 IAN- , . I YUMB EMU& IJEE 2M AM E=Z HN SM PWA SM INIQ XISTING POUREQ MQUIE QRJOHME maiLlum AWMAIr MW 10, CONCRETE ANCHOR$ RED Q= iACTURES CONCRETE MOROAS P _-AHICHOM FOR CONCRETE A--.-- M SCHONJU: am SCHEDULE ON SWEET A, 9) _-VAW, CONCRETE f WIT, Sam a r."Ums) _41MV880. §3- max ANOAMS 2.tr CONCRETE ANOMORS ROOLARSD REOVIRED 71 RH` VAILOO POURIOD 1 CONCRETE ARCHORS - CONCRETE URE 10"UNUK ON a Twovam 0) SIMON; 4 1_'g&r1IOfI11=LE ON 9 SHEM 0 THROUGH 0) GO =P= 1-4 MOW" 3 Et 0905"HO ?M*kv, E)OS1141; ROOM U) CONCRETE NO MAX La A= MAY Tamb a REQUIRED, T, it fit. RI, __W_ 4, Sit -. WL I I/r, 44. Al CAM smoo�om A i -Z I_- --ow, TO 0,45., 1-1 ------ I � us If f 22"- St --4 WX 44 owl, IEL W" 'N' T"I i%5. skis *I i I f 1 IWN[RV _­ I I AN A I I lox 1. AM .9 1 i Cn It 1, VIM MIM 0 11 it :�Mv, v 6,2 =93 OR ia.GOII tax i CONCRETE WOOR I 9W 3" * . it IX at- -L- ir max, OR BLOOK V-ft W* I* taft, E SOX OF T ANCKOK FOR CONCRETE SEE SCHEMILE ON SIAMT 9 CD FOR MAI SECTIONSON SHCEY 12 ------- j tol- Exom POW 7004= POKIRM OR CONCREVE AMMM "new OUR a 121 SUZZ" W/ ww X"001 L'40 wo*�� 00want: WHEN" 1`14YAM �\' iREWUN sm" _J L MORRIS �` 1 ;i6ZW I tHEM a THROUGH if) a TANIO* #1 TNA:SaN 4) k_q) " I am 1/4- GAP (SEE 1ICHIOMAX a CONCRM ANCHOR% OOKICREIT OR 1w, g&1W= ON ram smw= 001 10 SNWIS a INNOUGH mot* -I *or W"Efl WA14 MOM =NO Atm FLOOR Matignme BUILD MA #QUNM guito quT mQuunme I" KQ 'NUILD OUT MOUNT 1 k141 S�& VOLT DAN. PINE, Im WIND NOT AMRNME _UJOING (1W No cu :L� __-OAK 0~ NVIRAI_ EffWy _V4 / 2 7/t ANO'C" WR4 WWI 910010 CONCRETE ANCROAS AN L S 0 OLE ON U) EM DiSrANcE -0 1 j (SE1 SOM 01 NEW I- WOE. VARIES I/a­ COW: Im RM OR (M SoNCOUIX ON a & 0) i WAM BLOCK L --- armanot at IOM 1W I �-P­­' OWING Siuccol ;T1r:-1W0".MkfU1rKSP Olt I'* SHE 1---grAm CoRmir W REQUIRED SHEM 8 Hin VAIINES. 1/4' INIOMED =W AND W" MOM OW AMR AM& _MOUNM ALUM, TUK OR 1'. VASES, M I L � "A M SPAM 11OP & BOTTOM MOUNITNOS CAN BE rMw COMBINED 10 ANY WAY TO SUIT ANY I tow Mo TU, " 1 12 W�r 09 TOP CAN BE ZONOWE ANOONS INISTALIATION� SCALE; Mly COMBINED IN MY WAY TO SUIT MY I SWOM MOUNTINGS N� K\X�� 'Z CODE L#fph V.I!!JIZ vejom�adftft� Zone) FLMDA WILMO CODE NU zono)i c IDA BUILDING Nu 20imill =Pz; FLORIDA BUI LPD&,�bh Nit velocity "ef /4 *gwo itnat, INC, 20 44E 40AMIM SM STORM PANEL $00c, ram, IM. A"M itmal OW. *tat* K '. 1 20 GAGE GALVANIZED SM STORM PANEL Z 20 GAGIE GALVANM SM SM PANEL 0 Yr.:� ROOM HIMPT. NO 44161 .. Z PRON W, No 44167 SO Z t-O' SECTION X E.O. - EDGE DISTANCE we OR scwmw_� ON TOP CAN BE MW 9) rOMOMV IN ANY 01010 SUff ANY GLOML a a) WALL PROITECTION PMUM U.C, MOUNTiNas MDUCM uc- C034 - - S T, Mr. _C0 Z GLML PROlum PRMCTS, UC Cglutm Mo IIA EN Z&0J& j�� / 11L1EC0 4W 1, hdgco.... ""L P"IECT" AT TOP I STRIOIT Z 1VU1131MVC 11 . A, N� A. plar� O"Jwo-m.& 20-176 =31. -41M 20-176 2== 2A M1 YAM.* 0 PHONE 20-176 ADJM MU=4= W "u)"o-one AW-7.411 _R`P FAIL 054)&K IS ff L t ox , y �IWC .'N. I W-000 - < SCAM s/8-1- OWORHO ft! 000" IN, 14 1..1 to 5.'i W; i, 9 i T " *M"* "** I y"Ps. 1 1 V%0-311,4 I I - 9kW,5 OF So MZ! SHEET NO. SH 1.0I WALL AND EL(} OWN iNMALLADON FOR ;RESEAMPKi� PMEL5 'N C�d Me4. gxi" � T � j /1 � i`. NuunN °a tMRN9tr 1 �" � it q" eAwrtR & Ida T ) mw CP %ALI 1 - d/Yr4 c ,ke�^ T" W"CCtgk7C A�tR '`-` ..1k fyLtfA9[ Y M.T" - I" D, % t 1 � Y , zs sas i r ac W.'� lower S.M. w°1°aY�mr) Ut1wAN SCHEnULF Mrka. NULLIDN SAM (m) R€ o W. TJK MVJJM -^ T 4'-d" To $-Tr" 2" W +" s i fe" Or W-d" To 6•-tO", 2" "w4"Yi•4 > TD fe` x S!R TO �$�72�A4,t RF'fRM+ ��IlI�Nr"1. BOLE' S{a-1 NOTE MULi CAN ALSa 6E in5r+ t6u w/a $,ORN PANELS oN TOP (ONE PAWL OPEM$ta Wf nft TOP � iOP OR BOTTOM) BOTTOM of OPENNO. i1/A1.L YOUNifING RdSttLL.xt1t1N -•. ALi`FifN�M $CAM 1/0 1. I- 1. TNSTALLA'MONS ARE :ONLY VALID FOR BUILDINGS WITH A.5,6, DESIGN :LOADS UP Tb +55A -72.0 O s f. AND PANEL'S LENGTH UP TO 8'-8 2. FOR NEW WOOD FRAME CONSTRUCTTQN! WOOD MEMBERS TO BE SOUTHERN PINE FAIL 2, WJ SPEDMC 00i%TY OF M55 OR EQUAL.. err ET 144) awn 2 At. 0001ORME, At7om 1dEE ow '41 WILL C&L°1'1 S""CSTI_d N. 1 u ': 42T #: Y�iA_ fiOL._.:NG 1N_ ...,::t'l1O__ WA�i,t AND >te83t _OI�NTINCP iN .AI;�TION - 5EC'T10N 3 SCALE 3/8" -- L" - SECTION 2 SCALE: US' - t" ,��� cinftu BAu cs.�xn, INSF ,CIA TRH:. 1, SACErY STORM PANEL CAN BE LOCATED AS AN ENO PANEL {F vL°F OR LAST PANEQ OR AS Ak INTERIOR #TWEL,'(ANY PANEL LOCATION bT BETWEEN END PiSMTELS}, LIFE SAFET'i PANBS MA'a OR MAY NOT OF R4SMLLE4 ADdACW TT$ REGIN,AR F1itNELS. (W/ OR W/O REGULAR TRACKS.) 2. LIFE. SAFETY STORM PANEL CONSISTS OF ILOU" GALYM11 T} STEEL. STORM PANEL AS PER cool ON SHEET 2 OF MWNGe THIS PANEL ITSELF` TO BE REMOVED OR INSTAUM FROM THE R4"ATDE OF S#RUDi'URE. J. LFE SAPEiY REOL$PES TOP TRACK TSY 8E COMP9NENf E'�& BOSOM TLiAOK'TONOI BE,C€#AWO AS'Pw SHEC{ 2 OF'"S ORAWWG. COMPONEN€ BE ENSTXfdET} WALL OR FLOOR MOUNTED FYILUWN0 SECTIONS t 14 2 ON THE SNE€T, AS WtSL. AS DETAILS I. s 2 ON SHEET 14. +A LENGTH FOR 6 f ". Mat. ANCHOR SP NGP OR OANCHOR4E AT BOTTOM IS OM ON ti+ SCHEDULES $ 2, SHCETC 14, COMPONENT MAY 9E PERMANENT 00 NmWA'itt lk 5: SEE MAILS FOR fliSYAUAAlION INTO WOOD FRAME tElRiAXROS ON SHEET tS- ,''t?,C' •, f BEE SHEET 4 FOR O PJL APPUCA91-E. TO THE NECESSITY FOR THE INSTALLATION OF HNahr} SPACERS AT TRACKS INSTALLED-ASAEAW0 AND BEYOND 74 M=D/WOOD ENtOS.. ' Y"_FMB ut� "we iucrxL L aY4Fnu , iLTERNt= iT1T lKsim"Tt!!NS _, AL=NAM SMf (SECTION AT Top TO uAIm To 45Srs-an M . 90A E: 114" - I' A;S.D, DESIGN PRESSURE RATING) t i.7 r.. . 14a:, '' Nel4.. Rwf S.EL�TION 8"�-R SOME $f32`-d' pettJGMNM dY(,f€i pA l kr4ru LANCAN Below ('bk�C�) is -w- �. 4$3.A -72A r-w OR te$S 2 TJ+' U€S3001 r TAU 8 A 7 tddS; �syq W-$ T4 6•-W Mac P 3W majoLYEa i WOW 4 & 7 - rddsl'q ^'72.ir d•R`�e" Ta t,"-2• kE4n • $ TJ2" x: T,rEB . d4 8 Ir-,e" OR try s ,fs" ' AT & ti & to "fibLTde Rf ij4'i1t1C3+F" SS, 0, A 1M#EAiT':AT WOW &'... 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N4if. if`i1 IIlaTL cflafss: = N " 41 ; � m 20 GAGE GALVAIREEO STEEL STOW PANEL � TOP A BOTTOM MDUNIWOS CAN BE COMBINED IN ANY WAY TO SUIT' ANY /x pyt LOBAL PROTECTION PRODUCTS, LLC. �am INSTALLATION. -.... C?;t:--.'� Al 1L» C V $KC. s�ba: ow q'AMn3l. "•"""$ R.AW,. ..sw R;W,, PNA1Td6'kT4f$•'TW6 FAC,t;W4)b$$-erPr 20t7& �..27,w ,,.>4,t 6 Syr#T tklt .[ BAIT ,��-c�m96s£,°R:t I;G T't _ ,,..:aa f� Wf INN EislSTINg "OVA s1R1CIURES 1 I e f 4 4. f s 13 }j jE 10 ED 7 ''AMi4 �' �'"# RCa p uy,.1RNAiIIr' t ALTERNATIVE 2 1 OR Ta jN =° A ij $Ato i 3 wow t WOW ftAn a . e REauMEa 1 � ��T�` /�'' ALTE1tNATIVE 4 1 Si�iJW.��?L�e...3 la.' i' . w. 7f45P a d" at, W/ 1 yr 1 4� 1f+r=A.ddd` uWE$ Wf 2• s.S Lcs. a 4" 4R fMK AN019RJAGATIM 1/4M-2Ai 0 #f4"ir-Ag4H9LiN"K J4LNtE $yyF totWQQD :. PNBflAMr€,1araEIOdTTxO d9fI9D TILL aJ6" - k' NOTE . 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L PROTECTION PRODUCTS. 11.C. 8'IfTdd=bs® :y FOR NEW WaQO P C AaOD MAkBASS TR F 944. 2+- Wd faPET:PIC pENRTY T a.>35 .&4 a {'`," sf } xv 1t1a_ & ANY' HW W. or $16ELT OAYR: FL. 20-176 _.. rttr#t 11ttMt � _ xJA axr. .: fW. ye, TOOL-. srWnxi pf44 f+CS.,fr�i +'ne•asR r-�P4T �,-, PrSpM4: �tR$EM$Y-nf& F+Vs:. tA54kd0-d7DT' YOW t r DLO N°} P,F„ ,E N'rLiTRI 'taMe,P<F. .ales su r., rw,N 4 - - RR[T III or 24 N to 't3 cu > N = U N N 0_ 0 2 .� cocL U N - " ja C O O Q o 0 N O Ca ~^- > - cn "D a) C C V cp 0 cn "L Q �7 ,W Cv CC) CCD C7 e_i na E' ca m = naves W ✓ C 4• Y.• H R O r C1P Q C d +S+ V Q T9 y w S7 ate• � c � e� v W (D (D y co O 0- U "0 ■ W LLu G Q Z Z Q J a A m i,li-seiiu�u�tu:�aiuTl"4,LiAu,L ' i 1 I � �riml SHEET NO. SH 1.1 10 PT471#7W_V"_ WEMZE� rry.41711119w." tin I] 3611M Zm;l J *441M 40 Zia I JAI MAXIMUM A.S,M DESIGN PRESSURE Mo., PMEL LENGTH L MINIMUM SEPARATION PANEL RATTNG (P�s-f) (SEE 511%clml) TO GLASS CONDITION +55�Q� -72.0 W-S, 2 3/4' UNBOLTED A lu 2 FOR LIFE SA 41 EL 5Y=M Di multE5 4 TAKON ARCHORS T~ Amomm TAFC% ANCK" a r v& POURED ROLM CONCOEM 0OWK-IT, OR OR WNCRM BLOCK REOvm A BLOCK REWIRED BLOC* ftwulf" j 1/0 -C am T co _0 0. I AN A= sm. I SO vat CUSS % L Xt Vow *A twrf Won* 40 L J WHO WASH" NM A 31n, WAO KID, X �Asw a 12 ve ac. _Y4 WOW 0000 1APOW ANDOW ------ T AWIONS, TN 40 A Ijr &r, ___jm'm cow-qm L-vu.2mm. ZOONCOM BLOCK R901ARM U00 WALL MQYL41NG MLL m WALL 911 am WALL Mailnma NOW= 0 WMAn 0111 IA EA SCALE 3/01.1, smz scAc, W, SIX mw I & w AN Mcmm rfm a am I Ift, 77w* 0001001my, , M'A.2*lA= ARM IM ;mr-001"C' ipmods AND wo" _3 �tE use. Ro 1� FUMA BUILDING 0OOE mg, Velocity no Zone) 0K 3 CAISSr 41 09m TOM M, 20 ow ULVANIZO STEEL STORM PAWL FOR W Tw foumw FACIM, Tme opow" ;Q Be �=MEOTZL WAOING -Avon V_ Im TAM wtxax slozoa 00com GLOUL PROTECTM FRMCTS, Lw. DAM 1109 FOR PC" m*" "Pt OR THIS SONMULC am S�W. 613919,w Dow. tL 14 p", 0501180-700, 1,041 01541MR-ow 20-176 L - I d I SM S IS R *A M9444% W&A"11*211ORS FRAWE emaw womm ANCKOR VAN" No A"" Am 400m ON THO m LOW IWAN ltook= ON 39==ZZAA. I'm " REDUM $Rkt w fOR VO 04HCO W 04 TRS SCAEWLE smz 3/117-1, ARRIOR TIM ffi Pl fi! �_) �qf I IN I I _-A T a wwo Aw WALL, MQUONG IWAUAM a LIM SmE vr-l' > 0 L) CL C: 0 0 cu C -0 a) (n ICU 0 C= 2 ca. q: 0 CIO = 0 .0 U- k4- 0 CIO > Cn .- Cn -0 a) Cn E L_ M 2 am 4- U) It w mi INSTAUATION MAILS EVR OPTION A2 FOR UEE MUrt MRM EAHEL MUM INUALLAIM 091AIIA EQR OR UFE SAFETY MRM PANEL SYSIEM 1:12011111. am Y" LIZZ I UmNa WOM Almmem MD STRUCTURES 11 V-2 4AM =F31 ON TWS MWCT IEVALU"N DOMIMENT (PS-0.) HAS BEEN VMHED fW COMPUAMM IN RA) AhWMUM EMBEDMENT Of TAPCON AN04ORS AND PANUMAIE nxia 0 A, PANUM0,n PLUS WM Vmumn- 7=7 ACCORDANCE WITH COMON) OF THE FLORIDA WILMNO COX. BLOCK stima. Be I i/,A� 7_1 '"NOWZYAL at DETERMINED AS PER SWOON 110,2001,114 ABOVE MENTIONED eme; 8.2) MNULVA)EMOMEWT OF 1/0-0 x 7/8- C"-IN ANCHORS WALL BE 15 7/0' WT14 COK'RM. m IBM NO EMIUMENT INTO AW nNISO MATERIAL SIRML BE PERMITIED, FOR A Ma= =e-W115 W4141=1we"m w WN "00;W141MRAM) 114, "0 SS WrALx SOLIS usm ISKNLL BE WAK: amw(SHOULD WY FINISH MATERIAL WS) m FOR A DESIGN P4ES!KW RATIOPS INDICATED ON SHEETS 25 A, 29, DIGAWE 3/4* INTO AtICHORS. TAPCON 0 Ir O.C, "I A�� 0 Ir 04- 4410 IAPCW 6 jr Olt r** TAPWN 0 or O,C, j IN ORDER TO AIM 7W ADM CONDITION, ULTIMATE DESIGN WIND LOADS OJEWPAM PO4 AWE 7-IS m w Fbw*l" AT WOOD, "LL BE FIRST RIDIX)CED TO A$& "ON "0 U)" MY MOLTIPLYINO THEM BY OJS #4 ORDER TO S.3) IN WE THAT PRECASI` S70NE, OR PRECAST CONCRETE PANELS W FWND ON THE E)WWO WALL, filmmilom AT WOOD WOOD Aboft" AT WOOD PENVOIATM AT WOOD KEADER WEAM TO, COMPARE THESE W/ UM� ",D) DESASS PNESSURE AArl" INDICATED __ ---- -- - -- ANCHORS V*L BE LONG D"(W TO REACH THE VAN SMU"E 2WIND SUCR PANELS 44014ORAGE t t0m WAW SHALL BE AS MENTIONED IN 9.1) AND W 8,2)� IN ORDER 70 MWY 1W COM11ONM AND ANCHORS ON THIS PZ-4. AS, TESTED Wk NOT MIT STRESM. A3249 INCREASE Y-0 J/4* 1/4- DETERMINED IN ACCORDANCE W" ALOS� 201 0. 1/4^ IN ALLOPAWE STRESS MR,VARD LWAS WAS ;�L USED IN r4A ANALYSIS. PAT"M SPOCU TO WOOO *05 SEEN (C) ANCODRS *Wj BE WA.UM FOOLOWM AIL OF THE RECOMMOMAT" AND SPEOF104416NS OF TK ANCHORS W"ACTUkER, CROAK If #We tWpAb -4 STOW PANELS ADEQUACY FOR IMPACT AND FATME RVW.AkCE IIAS MU VERM IN AM F MT SECTION 1826 OF v WOW ff)O-FA THE ABOVE MENTIONED ODIDE AS MR FENESTRATION 113101C LABORATORY, W REPORT 1 2m, AS PROT00"'VAS-10L 11 it SHALL K THE RESPONSIBILITY OF THE COMR40TOR TO VERIFY THE SOUNDNESS OF NE STRUCTURE OHM SHAMR TAS-202 AM TAS-203, IS TO BE ATIACNED TO INSURE PROPER *40401104C� TMS SHMEP SAIALL ONLY K ATTXWW TO WNCWI� SLOCR C014. OR WOOD FRAME BUILDKICS, I " "TVA JM SEEN OJESIONED TO BE INSTALLED Qh'4C OMM OF 042 OP044 ACCESU4 tHE WERINO FROM JWF i IZ� 11C INVALLATON CONTRACM ALL SHUTTER COMPONENT WOES WIve" REMW 94 CONTINJOUS INSaEJr=F AA� OR U(T THIS APPLZATM IS; YAUD WHN OMAUT04 19 WENDED III BE PERFORMED "t FPAW CONTACT WON THE BUILDING TO N INTRUSION, CWLK AN* SEAL SHUTTER TMCXS ALL AROUND FULL 0 W. SCAAAAM LENM. C:) M OLAft to OLASA "GTM I 1 10. "V Mom CLASS— - CLAW I SERS3 1000 01STAUL&TION IS APPUCA%E TO SWALE AND OOWU5 HOW Sr&E W94DOM OW"ATION IS REQUIVIED, TO BE CL r- m SCHEME PExpoRk" FROM me pow or Smmme t3' StORM PANEL WALLMION SiAU. WMPLY W" SPECS WDrAtED IN ItASS ORAINING PLUS Off BUILINNO MD '10"0, (SEE wm I BUD#) ISM PROVIDED SY'rK jumm"Olm vlfm PERMIT IS Apmn'[O. A- I moo PANEL LERM ANA MASS 4, SERIES XOO INSIA"TION IS APPUCMAZ It SIN" AND, DOUBLE 11194 AND HORIZONTAL SJOEM SFVLE WWOONS WHIN >< P*lm 104TH v ,'- i i RWIAATM ca Im um to) LENOM MUST" To tImA C%AS$ Im tAttamts- Olt PANEL LENCIN PAWL UNG711 w mko- - (W "=" I I P= mm'l saftill , L v N", INSTALLATION 6 MUM0 TO BE FIERFORMW FROM 'ME NOIDE OF STMV%W_ 14. ADOUR IMNOM AND MRS, Vr- E - Z KW S"M PANEL SM1111- M MW MW& utimut EKIS06 fm Nom I BELOWY 1,4:* *1 (SIM NOTE I emaq) is) ON swu 16) S� Aa ALW" "Uspim v BE wo-ts kwy AND 7EMPER, Pmm OTHMME *Ovw i$� W TM PROWCT MLIATION DOCUMENT (PZO,) PREPARED BY TWS MINCER IS GENEW AND DOES NOT PROWOC INFOAMAVN FOR A SITE SPECIFIC PROACT, I.e. WHERE THE SITE CONDITIONS DEWTE FROM rHe P-Em, SS ALL ALINNOM SKEET OM LISED AT CLOSAAM S!'AU PAVE 1104-lilt AW. (b) CONTRACTOR TO BE RESPONSIBLE FOR P4E SaXCWN. PURWASE AND INEWALLAUON RAM.01NO LIFE SAFETY OF 7 ALL STEEL SITIET METAL PANEILSSWI HAVE SIRUM&M. O^fff STIM, ASW A-W 094a SO Mlft�� 4"ANIM STEM TH PRODUCT WSW OW W PILO. PROVIDED NE/'SHL DOES NOT "TE FROM THE CONDITIONS DETAILED ON tmrs - C: DES16MAT" W/Fv- S&S 401 OTTER "LLED), IS D=VIENT. CONSTRUCTION SAFETY AT _-WTE IS TW CONTRACM0 REWAONSWIM, AE AT 8. ALL SCREBS M BE STAINLESS STEEL 3N OR It$ AIM SERIES OR CQ"MW RESPIfANT COAM CA$M L $ft-J. AS PER ON THIS PROOW EV9UKOON OOCUUEW WILL BE. C"SIDERED INVALID IF MODIFIED, PIATE W18 *1 So WIVIELD STROWH AND 90 W TENSU STRENOTH & SHALL COMM W1 RARU 01JUNG; COE SECMW,2�411Z,3,4� J, Cil i (4 SITE SPZCWC PR"CTS 9491 BE NEPARCD BY 4 FLORIDA MADMOID) MGWEER OR AR "M Im CH WILL cc w IS STRDM f..) w WITS V BE AS% A-W7 r.MVAMZM Stlll� OR AW V4 SERIES STM&M SMU� WIlif 36 W MINAIUM MD BEtOME THt DOMEIER OF RECORD (to'N') MR TANE PR=Cr Atio " WILL Or POPON"a foR THE PROPER 07 USE OF TH PF_O� M(NEER OF R=RD, AMOP AS� A DELZOATED MNEM TO 1HE P�", ENWO", ViALL 10� ANCHORS TO %ALL SHALL BE AS FW4WS,' SMW TO THIS LATMR TW SITE SPEWIC bRWN%$ FOR REVIEW % (A) p4=11 DATE AND ORKUNAL SEAL AND SIONATURE Of I 4E PROFEMNAL ENGINEER OF An IS a k '�7' - � - 1/4'0 TAPCON ANCHDRS AS MWWAMRM By IT W. IRALOEX W- (MIN. V.-II92 pWQ _J J = E V v X YJW MX-IN ANCII� AS MANUFAMW BY DEW INC� fWN, ro-3000 P*Q ..... -J I �& PANOATE FEM" W * PANZWE PWS AK44M� AS MAtNUFACTUND W VLCO tONSmCIX* ?*WUCTS� SHAU- BE LWATEO ON A REAMY VISISIX LOCAODN AT STORM PANEL IN 2C fm W/ SXM0R0k4RD`A*N'&E W!FCWi$7= OF FLORQA WOMING COM ONE LABEL SK4LL BE PLACED FOR PAY& oPfIoNa r Wm WJT ww PW Cl Z,nw,* 3/=, ww 12 11r mc, PWIJ LABELING TO COMPLY "IN SECTION 1709,91 OF 7PE FLORIDA BUILDING COM %""'k 12 I�T 01V" W WASHR 1/410 TAPOON 0 r C2 A%WX I i� '1 0001101 I eo WCON 6 61 oc 't A 1/321 wm Will 3/32- W= NVr &I) MINIMW EMSWMEKT OF TAPCON ANCHORS "0 POMED CONCREIE %WL BE I 3)e AND 2' FOR PAN",ATE wm ji Zlm' FEMALE ID A, PANUMAlt PWS, SM) It 0 In POWADED OF PlAlt MINA" EMSEOWW OF Ile# X 7/9' MX-04 ANOWORS WALL BE IS I/W WV0 tOkORM NO 00000AAW INTO "K. C WOOD #1+-tO PAMELMATE OF PLW OF PLATE #14-10 PANELMATE P 4- ANY FIW )AAFERIAL $HALL BE POAMTEOL 0 0 1/4' M FLAW as M%u i/V 0-20 SS SOM" SOLlS UM $HAU, W LONO FAKKIGH(StiOULD My FINISH MATERIAL EXW) TO V44M 3/4- W INUALIAIXIN INTO ANCHORS, moubm I U=m WALL AIJAMILALl r GAV M EL AT wwom OF PLA OF fLATE MAOSEW 'IPW- sr LBO= ZM 0 r A A.3) W CASE TW PWAST STOIA� PRECAST CONCAM PANELS, OR PAVERS BE VOUND ON TME VQ$TIN� WALL &XIERK" fn WZRHATP*T §W I LL FLOOR, ANCHORS Wd, BE 1.000 OVM 70 REACH IHE MkAl S=CTClW SEAND SU04 PANELS, ANCHOI IM LIFT SCALE 3/8--t- WA REGU Ell a VIING m BE A MOMNO IN A-) mo IN &2)� SCALE 3/r.ri SME am No, 44167 0 OR E 4* IJU SAEM PANEI ScAu: 3/6%'T" DE (High Velocity Ow 0 Unit) 9=1 SCALE Vr-l" "IDA 01111,MG, CODE Woolly mu, no Zorte) 1. WTAUX1104 AM W&Y *to FOR SUILDIPACS WON A.S 0� DESM WADS % FLORWA BUILDING CODE (fth V'Woofff Hu 'gone Zone) LORIOA BUILDING CO 1/4' 0 TAPCON ANCHORS AS MAWFACILM BY CT.W, BWLD*. IWO, Im" xv* wo. 114* 0 A, 7/9' MK-01 kild"Oft AS MAWFACIVRED BY QEW4T INC CrM-TWO p^j) immq� W, 95 . A VP TO 45", -72.0 PVF AW PANELS LENOM UP 10 lr-lr� z %0,4 W" Am. W_ %lo 44 1 z 20 GAOE "WANIZED SIM STM PANEL 20 OAM GALVARMW StM STORM PAM mo.4 20 GW i;� GAVANIZED SM STON PAWL 011901 Im "14 ID PA -Z I wl :�t' (� 2 MR MIN WOOD DIANE cowfwmw am MEMBERS 10 BE SWT"m O"m or, 1. PISTA"TIONS W ONLY V" FOR RUILD0108 WITH A.SD. DO" LOADS r0AA4 fl) ANO PARM144TE PLM ANCHORS, AS� MANLWACILRED BY ELCO 0ONSINW10 I Pid') P09 W 2. W/ _-MM 001511Y OF OM OR EQUAL UP V +5" -72,0 PSF AND PANELS WON UP TO W-W. I "I"/2m - "m PROmnom MRIms, uc, OL0119 PROMMIN PRODUMS, U.C. ATE I LTE C -0 AM. . \ QWUL Fmcnow Pmucls. Oft Pr klEcallm IILIECOIIM*� MR WW WOOD FRAW CONSDILCT)ON! WOOD MEMBERS TO BE 500"N MOD m swm PIKE Wo. 2, Wf SMM DENSM OF OSS OR EOLLAL "Wr 61 art, ruff Tv"o") Ak 00014111010 Vo~ rRm. A (1114*14-IMAk "KAV.. 4 'Ame pm)m 20­f7S 20-17's Am Ow -. Aw m. -.. 0 (0-0= MIOSOSM-P _7542L *�w (WHAAW94"T MARK ft "'AamNlitz- ft, ft ow-l" . I 6N 1; 1 - " "' !! Ft - , §vE=nmffiE:=_ llizm AIL f w or ss 4- iff M-5 APE. 9 Ee $644/mmorullm4ftir C&Mw'. - ­ am 21 COMPONENTS FOR SERIES, 2QQQ it I QQQ E-Z HANG ST12RM PANELS 3/24 0 '. 7'" IRSIAUABON DETAILS FOR NRLW�209 ANQ I OQQ E=Z HAM UM 1 '/2* OMS 7 f4w/ 0 Wb (sm Wit a vBvK S� gol 2724 V/24 O� pou Nm a *I" eANWI) INIQ EQUREQ, MQUIE QR CONGREIE BLOCK '/2* to odwan *4"m* w T 14 r �42t -- 1'. it" . I I -.0.0�- *w AT 2 1_7 6 I CWKWC AWWI (TOIAL q__ on volux" 04-N 4 VAK A� ;-t Cn -6--o F 3m ir _rwl Vr T V _____r i�_� W W 2 /A 3.spo. I.- 1 2SW T 4 CD --N r 1 60 x v 2. TYR. AM A -SW m NMZ 1 4 G-W GALY. ONAW SO W4wLv tj L A > 4SJr -ow 5 Ave 4k, (1) STORM PANEL i'm 4�7 - I .. rar 71_� I I'M i r4irn,niri-Arrm I"t v.,'A 61ve CL PANELS Do to sr"00"m TV 7 TO ol HEMMED MM' --tCM5%AX UN $HW WOR wm wwm--, Emw oew 70 CAM, 3. M� Sm mplow BE wallm rl. I 1 0 0 r W. WA101 fjMRSEQ 'b* M= 111 w 1 1141 I'lly I I y 1 1-1 u 11 Jill FIT IL mill llq44 BEE MM 4 BELOW cow 0~ I T"ICAL, EU=Q0, EQ8 SERIES I= nn= FROM t uy"ll FOR rLe" 2 No "C"SAwl, 9041 4w A " I- FRAM., . FROM klar'. T' MN91. OWE OF STMXIIP� &FEW" t If If ;I W _.Ar _jr-'H- NA- Am, I I f le - 1, ISOMEMIC VIEW DETAIL A 2 2.060. z z 7 7 C- ROUNDED CORNER 91NDS DF PANEL's ar 1225'.7 . 1 i 0 a ENO UP W/ HEMMW EWE (N.T.S) Norm colt W (1), Nmw ge "a low; E - 2 WANG STOW PANEL SYSTEM WNS"a OF PANEL t 1. = AT TOP & PANOXATE PLUSORL 15"tojo W/ PmWATm PIIW41.- A�W'.ve AOL 2 .2 (1), IQN��OQv E - Z tW* STOW'PAA0. SYSTO M616704a OF PANU cot. TRAM lop A BOTTOM, (2), M'PANW SNALL �ALWAYS BE 0"EM 70 BILL ANALL BY MEANS Of W.- 1101� I"' M TO WRW lRAQXMH0W*r A StOP W 11ACK B" PANELS zmw, Kj'y A," rn. ?-mutt -/I' - OR 04 um a) MM-m"T' 4 Irc PAM, alto wit OR lZrAgnt mari PA 00AUPW 6051-16 Akm ALLOY 1 -0 TO V il�D J­ ME= (3), IF 1.�V PANEL% ARE COWED TMAl TRACK, t.Of?" - CONSISt OF OESCRIM ON WALL ANQ 4= MIMUTING HM SH4U ,"OV32N 10190r W19 OR I/ MK TIVJ. rMW AT WALL IWOUbMidd ft= No mm OUT m2pulmma WS1, VMRIOP FIAT FILA14ASS OF END RVO, me- CEO L TIO VV0 at 11APPO earrom OF F/mENERS AT ERMEP rO 0)� FOR CASES Ai" END PANELS AM USS,*AWLY W/ IS* LONG 0 ELOOR 'ro Caj -,"g INST, Bulp- BE EX. wma. EOXM mn Bro, BAR, (4)� IN CASE IWI ENO PANELS AM NOT CONNEC0 TO SOTIOM VA% Q.c A STOP IOR (4). FOR WWAVqONS WHOM END Afflats AND SOME 0 14' Am TO BOTTOM TR-K MOUNTED it owma SILL WAI.I. 0' PA, ONE "m wt wou'"Ext" TDAJ.' 'w In mm. WLL ft mmmo l=ANELS AVE DIRECTLY WOO jW OOW TO CW mm J�)� IN SUM4 CASE. OONNEMN OF PAWLS it AW Im -.=T- MAY BE USED &NWEr 1"R" AT Allgo CK TO Iffika MUR At IWATION, :�Tmm PANEWIES 3alms"a" *N ma=o IN 3 OF NMl OF IB ON SKET AWHO Sct;EOULE 00 SHM 2& w 4 (S� SEE SOnON 24, SEE By AW w w '0001010 w 9 FEV 1:1fi *. r.- MMIA-MlYZ alk-M-W 2L to, M mwamw - RICH, SIDE mmk" Pr.) m's C11 OF 'MA'v\ VI)ACCNA410 BY S" Tow NO. 441 Ow mo "B"B"N" N. E K 8 LORIIDA 0011ANG,COIDE LN�h Voloctily Hu an* Z*A*) t 44167 �PPDE, LOMPA BUILDING tLo FLORIOA BUILMING, CODE (Nigh Woolit Hurricane Zmoi) 2tell -at ! �wh mu no Zmo) < *2m Im"m W_ STORM PANEL wm OF 20 ow GALVANIZED Sm STORM PAREL z OF 20 OACE GALVANM STEEL STOW PANEL ro. 49 No, 4 187 20 GAGE GALVANIZED STEEL L-r M.__� 0, - mom Pouncrom PRomm uc wo� z =E w GMAL PROTEMI WAM- I1Y I- _ww_x 11LIECO S '. ? ON PMUCTS. GLORAL PROMnON PROMIM, LIZ. I(!) 3*xawuj N zlal E =Cs� - A S'N' 1p sow I I" LONG th � %1L rL =14 20-17$ 20-176 O"Pow-7044, fst, 004)"o-m OM-T5 AkM &LOY Fx sw�wi H-21pm F14-9 . I � AWNT. OF M t_t w- 41 vVP I , mvp 22 at 20 SHEET NO. SH 1.2 I : __ - 1 [ ! � L 11 �� IA.iL[hl�kl�lif,ltl�,llii;IILikjl�l.,klli��j��al,li�;,i(w�l�.ii,�ll;,��iL.���� A. 'L I ;l;tIl I - - I --I > L 2 0 r-L 0 INUALLAM9 DETAIU-EQ8 15 RIES 2QQQ A 10QQ E-Z HANIMRM PAN ,INTO EX1ST1NQ__WMa SjRUQjU8E$ W I, STOW PANID. N OXIIeTf4sol Oftmmw Z:* HAS BEEN VERVIll FOR COMPUMM of ACCORDANCE -4- U) -t-- Wilm 'It - - '/A:Nt= ONORS t=,- ENA`C- c: -cu U) Zagmm t TE PW$ ANCOM AS JAMLIFACTURED BY ELCTI CONSTRUCTION PRODUCTS. 9"1WW L&D. DEMON PRIE=Rr RAM ("l AND �1,4 L111 "if' 1XIMON) WISMO Cw� STORM PANEL SNALL $0 BE INEDkIl A - 't. .1. �Nl IN, VELOCITY HURRICANE ZONES LMMK-OADE BRUNAM tDONVES). - 1�0# LAO SCREWE POR Nl W SURANS 0 V U,t� ?I rw Aaw Ol INNID, LOADS SHALL K CLIMINED AS PER SISOPOl IMO OF TH ASOME MENTIONED, CQUIC, MR A aAS Re *m - 7 404 A W WOO) SUSHIND, AS DISTRIBUTED BY All POW SCREW. SOLS IN SMIALTY CO. (D -0 MREMII MQWM ENEL IENM W 32MLE AL&D- Dl pumm shm WINAmpide milil As _TP SPEOU AS REQUIRED By 'HE Am WHERE STORM PANEL WILL Ol INnill AM FOR A, 99�1CUUl fAWUK SPACING SMU ]FOR IMM"MNS INTO CONCRETE RLQCI( C0.6 4*11 SA.S. EN WO 190012= LtZ MW MM PANEL M M=M 10 ow" il "EAM 90-OAZI t6ING ASCE 1- 16 AND Sm J, 140 ]COM InE MAXIMUM tol DISJOIN PRESSURE: RATINGS INIXOM ON SHEETS; V) MINIMUM WIADED PENETRATION KID ill= OF TAKON ANCHM %A-Z BE 1 1/2' AND 2- FOR ELOO PMELAW PLUS FIENALE TD_ 2 U-S 3. 2 TIM 12 A, 17, 'Is' f Wi IN ORDER TO VERTRY IRE All CONORION, ULTIMATC D004 NI LONIS WOURM PM Ascr 1-19 SHALL SEE Ow a am 01IM5. ' 1 0 AF"Jtkmx'M �#Y WX ANCRO1115 W 110 P`40,, AS, 17' IS' 600SLE LL �f Owl #14.1* ml IREVSURC RAMOS INVICAMEO ON SHEETS �, 414W 10,010" ASAT. MAIMLW ANCIONST 00,00M fil 1E. 0, 3� ilir 0 r1AI1 oml 0 e mc. W/ 10' lAl liven -will rem" In M001NUM PAWL Ov" 1 4 All IN HE -Al mul MEND OF V AN� THEIR MAl )F= AFUIRWIM' AKA972= is Cj) Molil EQUE DISTAKE OF L.& SCRONS, INTO WOOD SHALL BE AS INDICATED IN I" DRAWNHO upooss, I 40C.CVW. "ta"T M M "'SED 0 i %-. "in, " T NU I I outil wow W610 = ,- co RATING OF 1)" LOW", V 01) Vi -=619 MAIL Ill. a SIORM SAW$ AD"' Il 0 JA TWAgr rM WACT AND )WHO RC=AN= HAS BON VERIFfOl IN MOWMANOE ill SECT" Mill OF SULTED. 1 1, 'll"Ill � :4 "m-TE To mialorre C�4) JANNiul PEKCTRAmON OF WOOD OUViRt SIOLL BE $,lal 3/4!' Ill SC RE USED VALL BE I I 1Z LOWO MINUAl 3/16, ft-r INC ABOVE KNOCKED, CUM AS PER AMERICAN 7M AM OF SOUN FLORIDA REPORTS #0814,01-01 ANT) #0219,402-oa, AS SHOULD S11=0 owl ANO 11 Nal " WALLS WITH NO STUCCUI vw(o � 0,14.1'SALS, D T Ir NIA N/A 12' N/A 12* N/A I' a 21 l cc OF �-,S) IN CASE INAT RRUCA$1" VONL OR PREClat OR UND ON'M IsInNO 4"l -m3 POP S$11) 12-0 & AWM C M-02 STANDARDS, AMU ARM01 TESMO L40 SOOM FLORIDA REPORT 1112IM-10 AS PER TASl Al TAS-203 PRl AND AS PER CALCULATIONS PERFORMED IN ACCORDAl W/ SECTION ISN OF YK KAROS BE FO ill" ANCHORS SHALL Be Il CNi SUCH PANELS, U) 1, 4' a ANCH011 SHAU, BE AS 40MONED IN CA), C23 t,4) BUYED =. FLORIDA 'BUILMO CUM U) ILVJ a a�ta 4, WING10JI *7 UiMAP & ON OF PMEL LENGTH 2DOO 2, ALL ALUMINUM WRIUMNS to a aoil ALUDY MO JEMPEK fUNIM CONERWl NOWD)4 SEE SHUT 2 W, ANCHORS 54l BE �Wligl FOLLOWING ALL Of THr AMU $PEOFOTIO" OF THE ANOMORS MWUFACIURM N/A WA N/A WA �L AM ALUIANUM SHEET METAL USM AT CLOSURES SHALL HAVE 3105-H14 ALl 6, PANELS MAY ALSO at WALLEU HORCONTALLY FOUDW%4r, )NSTALUkrON MIAU VOWN ON SEDPOK I T"Pi 5 (SHEET$ 4 U) NA NIA 12 1/2' 11, 21 (BOTTOM) IRPOLON S) EXCEPT %AT HEADERSO a (b SHALL NOT BE USED, +0&0, -IlL3 7- WA 6 1,12- 4 N/A 4 j1r 7G' OR LkSS 2=1 10 OLASS. 7 2 4. ALL STEEL SHEET METAL RANELS SNALL K" ISTRUCtURk. QUALITY IFTEZL� WM 4-E53 $AW SO MOQM^ 0-60 OALYANIZED ,,VC N/A Ir , . g 0 0/4 11 (FOR) To CIAM as wm All 0 1 VEM OMONATION Ill 4212 $191 (Amt* Rol 9. Ir $H9L BE 7HE RESPONSIBILITY 0 THE CONTRACTOR TO YERWY THE SOUNDNESS Of -ME STRUCTURE WHERE SHUTTER IS TO BE 12' N/A 11;r NIA -1 9 1/2. Ill T (001,104) �Na 4,L ATTACHED TO INSURE PROPER ANCHORAGE M415 SHUFfIR SHALL ONLY BE AITACREft TO CONCRETE, 13LOCK OR ill= FRAME 114 To OiASS, 5, ALI, SCREWS To BE STAMM SIM 30C OR MIS AI SERIES OR CORROSION ROSSTAYr COAM 01ROON Slltb, AS PER VIN ww4m ml wnv Sol w 56 W, InEw 1.� AND Im kill TENSILE STRENCIA MO SK44 WAK*` W/ Imolal '010,0100 OODC V-VrVN ill EACH REG" STOW FME1_ 0014 W, :0 W� AS PER SC,�TIDNJT 1, 5. . WP AI _".I.S INL 3W AT 4W 00 V - 6 At 7 loUlArCT&W. VC A LCOBLE AND READILY VISIBLE WARKAW Owftmo Comm ON low to ir NIA 22 N'l A, mp) 2 ope, 14 Ir 112 vp 11. Ir IT BOTTOM) ell vatul 15L CULTS To BE ASTM A_ZTj CALWAM ITEO. OR *0 304 SERIES S'AUsil TaL VATH 36 ke' M"PUM YIELD SiBlUl En 4, 5 DORM PERIM OF HURRICANE WkqMNG, PANS.$ WO APPLICABLE RIONFORCOWElift 7, ANICHOR5 To WALL SHALL al AS� fOLLOWS3 ;L,1HE INSVIIIATION CONTRACTOR IS fC SM/CAXX ALL SHUM COMPONENT EDOUS WHICH ATMAIN W CONTINUOUS CONTACT Wall OWED 10 all W. A.S.% DESION PRESSURE 11AINC, (HE BUILDING TO PRIEVIOND WMi tNTRUMN, Or PANEL oil 1/4-0 IAP01W ANCIORS AS MANUFACTURED BY I,T^ all Wl Ogl� f-4102 F,04) 12. SIORM PAREL INSIALLAITON SK41 COMPLY "Iff SPECS INOWATED IN THIS DRAWING PLUS ANY BUILDING AND b0l RECULALONS "PE A SWRIS " 110STAUXIONS JXTD *000 + Kwm ma� DwAmm serAvOt wmw PROl BY THE 110SOICTION WHERE PERMIT is APPLIED TOi Am (2) To at, Ijr -1 1/4' 0 . 1/0' CALK-Iff AN"M AS MANUFACKJRED, BY UONALT INC MOO" ANCHOR SPAOMS AND woum ow w4TOM me mwm ON THIS If 'a . 3/4' $"-SET ANCHORS, AS DISTINERITEU By ALL PONT SORM all A SPECAN CO, 54*4044 -FOR r Or LESS I" borlkm Of tviovt $Met ANCHOR SVAM v lim I l fill ll 14. (0) THIS PRWULt C"WOON Documm lip'".) PW Or 041S ENGINEER IS GENERIC AND OM NOT PINAME INIORMAVOlf By WIMF4-yoa SPACHO SUNNI 09 'Ma" WINE Fctwwm MOORS, FOR w I # 44 Lw F� v - PANWAATC PLOS MOORS, AS MANOVACIURED BY "M CONST'llix" PRODUCTS. FOR A SITE SPEOFIC, PRwcvr,, f.v, Iffil THE ItITIC =01m mwic rwm THE PLC I:L TAI OpOvl 1=i=2w=m 411000 kom FACM Swu 0 T -1 '1 ;1 EACH 04CHM TFAL Air Ale* 2AMOU "UK ANCHORS, AS MANUFAM1131 BY WWALT, INC, (4) CCKKVZtQR TO BE RM"Mll FOR THE SELEMON, PURCHASE AND INSTALl Z:tm cUlos PROl Not K USSIHM Oil MOORS LAIRM SAM ON THIS PZD PROVIDED W/SHE ODES W DEVIATE MGM THE M VN�ot /4roa I ++ *mum Mm ONSIANCE arlill wrmm OF PANEL 1/4*- PANfUl f0l ID Ak 1) UNNUM, EMBEDMENT OF TAPCON ANOOIVS INTO POUREU C&CREIT SHALL BE I Ve, 2� TOP ELM AMELMATC AND OONSTRUCRON SAFETY AT SITE IS THE AJOSPONSIBIRY, rn+ _Fl Alj/ Ammm 7A r mo 0 TO ul Stier t 414- FOR ZAAAC MUN ANCHOR$. 41) THIS PROUL147 rw"Arcu Occultivir "U, BE whwaim RINAUD if 40l IQ! vr 1 PLUS W/ 14M m Sul EMBEDDED Y/6. NUO THE P"CO CON(ANW_ No rMisECMCNr Ill L KI) CAl IN SOLWI Aw"m $NAUL BE I STUCCO SHALL BE PORMITTED. l/A' 0-20 SCRt" USED SHALL K I MINIMUM 9HOUAA STUCCO rtw� .(4) SITE SPEOM PROl SHALL BE PREPARM BY A FLORIDA REGIS ChONCER 00 ARUl WHICH WILL, SECOVE THE al _3 31 -k' , U I' WIN" " il " NO STUCCU, AND Al 2 1 No "'Arl"Wo RISC IF AN BE *OM 91 7"Isl "m *10 HEAD, OR a � Ill w/ 7/ell s"_`UR CRONEM OF RECORD I AS A DELEGATED Mll TO TIHE 10-Ill Ol 04 1z ev WITH WINC NUM PROPER USE Of THE `NU BE PCEPS'St" NUR INC ill AT Ml ow on flAT I 1 F '. . N cl JTSo ENTINM SHAILL SUBMIT TO THIS tArM THE SITE SKCM DfMW44Z FOR Will 3 1.10% �,Mr All TA 4= WANO Scm5NS 0 -1/410 va SCArm 0 IT, al - ") Ill CASE OAT PRM45T STONC, PROCASt CONCRETE PAHM�Si PAill WUQl lil SOMIll FOUND �ON THE lid 'INUAL I i/r No.. TNREAUCU 4MR Ilk, (2 ZNV- I I NPIC WANO SUCH AMOS, (f) THIS PZO, VVILL BEAR 7HE DATE AND ORIGINAL SIM AND, 9000l OF THE PROMMONAL MOW" FIAT OR CONE 0 EXISTONO WALL OR FILM ANCIONS SHALL BE LORD Ol TO REACH 114C MAN MUM ENONEER OF jwCORU THAT PRIERNNED It I Ijr FLAT 10 ON Cott win ANCHDRIGE stillill OCK AS, MENTIONED In, Al AND 01 A�2)� mAx1'=U4AT lk S"LMOk MANUFACTUREP'S WEL SHALL K LOCATED ON A READILY ilg&t LOCATOR AT STORM 0�fi PANEL SHUTTER W ACCORDANCE WITH SECTION 1109,92 Of FtMDA EUIL01146 COD& M LABEL 1/4'* TAl ANCHM AS MMUFACTIMEO BY I- T W� VOLUME Ifill $Wll BE PLACED FOR Cl OPEN(Nil tAOWNC TO COMPLY WITH SECTION17CM3 OF THE Sam r 1 1 4; 7/9' CALK-W AJOHORS, AS MMUFACTURM BY "ALT. INC. FLORIDA SLILONG; com I � CE!U"-g UOUNT'Ima A A V4� SOLO -SET ANCH011 AS OWINBUTED BY AIJ. POINT %Rl Ill * SPECIAM tl At= ALMATNE I- 7,AOLIA= 1%�O #1+-10 FANE-Vil FOl 0 AND U=A= AS MANUFACTURED BY ELCO CONSTRUCT V 411 MUN 1OADS Sc" I X. Vr a 2AMAC Nl MOORS, AS tol Up 10, v- Er- a =1111111S WIN A 2� FOR NEW wow w 10 RE SOUNA!" Bill) MQNMW EMMOM04T OF TAPCON ANCHORS, nW PAINELMOM AND ZANAC NAIL* ;00 FLORN A OWLIDIN6,00DE 04m 1111ch Velocify cone Zonl Owl W SNAl RE 1 1 lEll FLOMDA BUILIANO E0,0E Lfth Ve= covill Zol S-2) CALl 1k It"l MOORS SHALL BE VABW= 710' INTO THE CONCRETE Oil �,l 7 24 SAM GALVANIZED STEEL, STORM PANEL FLORIDA BVILW4 CODE (Ill V*)Wfy if no zon!2 I= z Owl Ill Z NO, 157 1 4t- I Ell 20 ONCE CALVA=0 STEEL STDAM PANEL M V*m 7111. slucto Snl BE "Amml Ile R-n W.CRE" USED SHALL K I ilr LONC mit" AT lop AS 20 WE CALVAl WEEL STORM PAW 00-0 All AND I' MMWI)U MR WALLS WITH NO STUCCO, CLOW PROTECTION Pool Spetwill =I; X= rls:, TTI 19 c 0 N­.. W # Sum F WELL AS Fj a-Sm ON S - L 46W SA, 5 100) OR MW WAUATION TM OFCI�- f OL08AL PROTECTION PRODUM, Lm M�) * CASE 'MAT PRECAST STON14 OR WWMTM PMIL�.Ml OR WOOD =,BE FOUll WL OXT IlL 14 EXISTDO WALL. MOORS Will all p ?A 01611-al 20-1 7�i Wim C . MAIN r-4-0 M ISAW Ill tv'k 1 At T, LVE c 0 Z. MAW PROTECnom Pomm Lill 'NOW 004)IM-4097 20-11�76 MOORl SKAU BE AS UZOTIONEIT IN 0,T) AND IN 04)� '02 C" 11 Top N, Bormit moijil ew ar Cowlau IN Aw k, 60=5 Jum MOM N44% 1 OP Is -*I MlN­ I ift WAY 10 SW ANT WSPIUAPPI. SCAU Mom Al �L -MIM `Nl- I 'N' NOW t SHOOR Tl Wl p F. "MIS Of a MAKUM All emb RATINGI. (9441) 009 C"R=Q1mQ 0.2/4 1/4, 3/4, 4/5, %5 & 6/5 jN9AUl -DETAU It IREGWLAR FANELd) COLAPQNEM EQR REGLILl UEE AFETY & E-Z HANQ 51QRM EANEL =EMS is xv SCHEDULE ONLY FOR vx"m am Am , MOORS (am SmULC IST I W/O, 2W/8, 3W 7 4l CK STRUCTURES (SCALE 1/2;.l") NUM WQ MY QQNQRM ZW= A= k ymp (f) INIQ ENRED QQN.QREIE 98 CONOM SHEETS 9, 10 *11) swou zw-m Sw POURED _12,500, V4*- S X Atapt-m-00"k D.II `l­----ia 1IN' Z74;.,, -lo Mom 0 a 1/v RW Jill 9 ZW&LIAllis et" CONCRETE Me" 'Zial jU or (am WFICOULL -low N C) EWSMO POURED ,5US MA)CIMUM PANEL Slamm 9 114ROUG" 10) In, Ill VIA PIANEL 1 1 7-02 f--w vowi au CONCRETE OR3 *L,+* 0 k-L-- (".)c 1 A i 0_ _4) mom" AS-0. cm tomcovE & wool) F 1/4" IS s, WOW INSTAl I CONORCM ANCAM OWXIAT"s T Hl _< - r__ - ­L�- - -F -L- so ill, I (Plil (+ ce L+ L IN) "I -DICIAR. A 71`11P X Av Pines SHALL or onal &MYS -z3a-r-- Jot Jail if, r Io*-7" SnpAl Wj 1/40 17" LOT 10 mow W/ 1/2, LM Ma Owl= PANELS N, . aw W/ 9 M AT LErT SIDE OF Pil ANGLE jol 101,0* (Sm AS Tol r-or v-a, (w SECTIONS AS 4" VA cn OCT. CM TOP Eva, J_--- C= _U] WIM-2 =10 191-t 11-11 1 1 1 " — , H (SEE ;iFiTT, ___ -4 m w OWAE�v por UP PAM tvilm ,war A/ Ism wo Ift. SEPARATION ILI il 1 TO CLASS I PANEL UERM LA. el - ON SHEET 3) FAREL UENGTH --I l SCHEIN" ­_ SOtFBULr rA1O 71-0* e-2. CONCREVE ANCHORS (SEE SCH�IbULC ON SNCEr ON Sao s*'r r-21 NENOW ral Sao Jr-ol ;I-,. fto 7'�S- r- I ON SHUT 3) C-4 D.il - i 1 18"' _CUUU` —Xio __ — — - - )� I I S. muz I Mr. A MIT rw l I J Or *v =`O4 4w 'T N", a. P al 71-r j e�r 6/5 CL. ASO 7'i-ol ew 1/4, 3/4. 4/5, 5/5 -cl) 10 A OR L* Ill 2W/C 3W/7 4W/7 A- Pao ROURM DONNER Is ENDS OF PAWwS -77-0 v-o- (SEE SO4OU I - W Ms` AEO U` ON SNEEZE 1 4- ENO UP W/ w-woo rl L-4 Sl il i Imo 6',3' 41-V REQUW A am WEL in ELEMI AM" Il W-3. CAP a MIX (AS APPLICABLE) IC: CONCRETE EILOM OYl 3 ux mg m mm oft ciew -1 mill usuro A! REQUIRIDD, (SEE SCHEDULE Do "Ar SHEETS 9 INNOUGH V31 r 17#0 -��Vol V, Vm"IN-1i /IMP LWATIDWS IF all 004114, M I r� W/o ONLY wig SOLID, SET & CAX IN ANCHORS two 1___jmPOvRm CONCRETE ill= STRUnwS, MINIMUM SEPARATION TO OASS tIONEDI)LE RIFTE am 2 1 1 '12V INSTNAA71014 Ml lll a AM USED, &4a WHEN MaNATO US 250 POURED CONCRETE CONICAM MONDAS ALTEOmme WNRO SPEED 4 17CI mpb WIND SPEED > 170 JTPh CM 7-0) WITS, Mal UREX BLOCK IWO)l Lxt PANEI.(.L)DOTH 317sal - ON WACEDulim I RaTFAll No" all 9 Powl Im SHEFITS 01 THROUGH 10) m OR um 1- 0(117 L+� MAXNUR ALLOWABLE 11499% FOR A GWEN POSITIVE ASA OEM UMl imT (2) L FOR A ONEN RESIDWASO, BMW LOAD, I =s"50. 11r I I r MAXIMUM PANEL LfOft -U" RUKR L_'_*� ON, To 51 jl A CIVEN A Flown AISA Des" LAO, DETERMINE: W.Nal film Jbim %+1 FROM SickIEDULE, Pit —m- 71/1- 1 7 Ile I ONEN, A140011M AtUl DISGR Ull MOiW 111060" AMEL LENM '1,-' FROM SCHEDULE, MOUNTING r T - =mwm xx RMS. uWam" . mw - THE ." nEw"No, Rasm Lm. W" k"Ill 1210 MOUNT SL= f MAX. -,14S V� 11 1 1- - 1 71/2- ��&l z pm na I J (3) SCE SCHICIDIAl 001W FOR ". PAIM UENOTH, FOR "DROSITY 4VALPICA004. !Em� W111.1A _f_3OOD`_ W9146i ,A till A--mms Z# rAWAN ps MSWAT04 wro "ot ARC UMIRCU'll * "PILL VAX kao, omm Fivil 'AIX el I'll - It -;Rrwx, Um. Omw Low Wx PANIM UN04S fOR (Ust ONLY FOR E--z R" Slow Ill v NE STU, Timpt Aik HEADER AMOUE -'. all $063-TIS ALVIN, ALLOY -27V !4 MY Huril ZorH01 FLORIDA BUILDING CODE Lfign Ill vallictly NO one Urvill FLORIDA BUILDING CODE (Won Iftch val 144 zo FLOV40A BUILDING CODE (tIIon High Vl 4, 32- 31. w t 24 QW GALVARM STEEL STOW PANEL al winm m. DOW MOUNT 24 BABE OALVAJWO�STEEL STORM PANEL 0� 44167 Imm" At* �sll Tim Xtem W. JA Li"TI.. L 24 CASE CALVAINIZED VM STORM PANEL Owl: Ur Wow W, z 3r *r 3e ED. ED, JEW DISTANCE L E GLOBAL PRIOTE-1.1101,11 rRvv;Nl Ill VIP) CLOW S'9I,5VUO AMU 3v 'SEE=UJLE ON TOl BMTOM MOU"NOS CAN BE 6% WE OF am SColl M,- PROTECtION PROMM LED. 32. ae 4r 6r at, GLOBAL PROTECTION S!k S ATE 11 1 co*..,\ wi, I � PRODUCTS, LI.C. NOR WIN, IMECOm. ,204' IN w 39' :w No. Sal I MA% & 10) COMBINED IN I A 9, 517 4 20 ANY WAY TO SUfr AMY UN 20 i WKEET-H Wit! -175 oll WM & KM070- Vffffl�HQNUT Ok"" of Is SIM IWIN 1D5 44-COM 1 _15 4— lk 14 :53A INSTALW12H ENINSE12BROULARPAN INUALLIl DUAILS EQR REQUAR PANE INSIALLAIIQbl DETAILS FOR REQULAR PANU2 INTO WOOD INT-0 QWREQ CONME QR 99KRETIC TUBES, JHTg WOOD SjRugjw= -7 Al:101"ll CONCRETE wow AmcHm AMPHORS VXAUN SCHEDULE ON N WNEEr 31 SEE SCHEDULE ON I <1 , 5" 1 a ET 11) 3 x/ CONCRETE ANCHORS EXISTIRC; POURED 00009 1LC� L__ OME SCRIDDO or- COSTNIS CREIC-, GH 10) cn 0 C011 ADEQUACY OF= wow IMP is 'm';N, OR CONOWl 01,01l WEAM 10 BE By _hd Iq - 4­0 COSTING POURSO TION REDISTEM Nol OR T�lRiOR SHUrTER I- Ilk, REQUIRM TWINAM Lm I tIon"GA \ / --(D —1 ALTERNATIl SCHO i WOOD ANCHORS - / CLASS .QWcNm i: (SEE SCHEDULE ON Uri Sl le 1 144; Slim 11) 11 ------ SPACER __1 MCI ON 00, i-4) wall l J-c -�- w- 1� 44 7 , va ill) A"N I t� z R 7 12 IjIl 4" :a& 'All *A wx Lvl WOOD HEADER l. - AmOl I 114� WOOD fWADER__ (Sm SCHEDULE ON ire twww -6-0 cl SHEET$ 0 THROLICH 1101)� "(j) — - --------- AODUM is , 2�ril, am it 6ii WOOD MOORS SO (SEE SM40ULE H PANEL LOOM I' MAIL LORD ALLOWN SPACERS 0 T2 /21 4 �Ul COULC can '1 :3 m ON Sil 3 ­14u SOA14SIM IM", 01.1litIll" FOR IAH. 1 I Mill It I -q) �7`Y S I I: All I I/r LONC; %mmsL WIMI I -A-Ij .121 f TO 4j, > PUR EPARAORON Aix Ij- � I TO VAM PANEL UNOTO I SEPl 70 OtAl ON SHEM -1 SO: SCHMUE, (w a w "a post, (Sm -CFmDULE I tilm SCHEDULE 0 A_ ISM SCHEDULE ON SPACER OR SHEET 3) ON wv 3) %jj 1 -1 MM ISO" OR PANEL MAX 1. 1) 11 ll --- W. =T%T%l If ON 9*0,1) ON SIM 2) %-Ml it Pull (m SGHWLKE ON Sim 11) A- PAWL LENGTH I � f6l All PAl LEMOTH Imp %Aml CL (SES SCHi r-4, PANEL UNCIN, 0 MAX (SZE SOMD" (SEE SCHEDUUE 2W vmm PANEL 11241111 ON SHEETI) ON SNEV 3) it) Bill I (SM SCHEDULE (SEE ScNrUULE_ PLATE PEOUIRW I =%4 ON Smerr 3) OASIS ; -1 I i CL ON Siw,3) ON SKM S) stag A .019w JuAmw W T_ 3) -!kx I < OF V '01 OF 'L m, It, A-51) SCALE 318-11 si T2 s,/2- Ol L041"S or *L1 Sm ALIAWN, EJ MAX, SEC= OF Of to 14, yz u,' 1 El 1,A, le --- F &_­ �_I_l 6 12 1/2* O�t_ i 1 A" I-- I ! � ,, " 11I u "s (SEE SOKEDLIVE ON ! I c— f CONCRETE Alill CONCREl MOORS 14 11 1 wow ANCHORS A OF WALL OR $I" 5"ICTS 9 1HROl it L*2 I/$- If :� -1 STAGGERED W/ XISTING POLAW '00 It- Al MY K I tlir LOW all commm (m -1%- 0 -1 X10 tow MAI' ALUMINUM ull . w 04� VALID FOR (ALT, CMITION) POUM CONCRETE i ANT PANEL I HOME ON WOOD ENSTINC C "m =0 _WOOD MOORS CONCRETE BLOCK SHM 3. r. LWM No A m xrm owupios V" I REOUIRED REOUIRIED. OR tONORICIC aLOCK 21*4* wow 4 WAR mw ow N"Wf M" a A ld$TMM" Flow Aw ANCHOks LE ON -.5- -1 IJ � 't 'k 1 all RCQUIRED REQUIRED, 1' 00, LORD ALI"* SPACERS 0 PLATE KOLIT, "Am mool affmay ""= ON All :&7EMLE 2W WOOD KAI-r =�RIETE All wow MUM OLE __j WOOD Diem 9 "Outm 10) all 9 & lo� MCI MOUIRED vick"m acwsl)m AT ltwt)�u A* 72 TIr 00. (SEC TAW #1 ON I=' ON Ull v4I=9l C. 09 115-RED maill ,, 5, 1 �j v4EU 11) oft =:7mftm"="m M4 12 ill' 04, VACINK XIOM 04 pum 4 (D MUM A nOOR MOUNTING OM-91 QUNTING ID &M wzsu=(m 08 (1) WMA! ASO OMO ill X* VAN PAO, L04M 5 UWM'M OW` ATAW DRUM WALL MWWNQ -Ift RKM Is +94 -0 $l i , YJ - MUM LWIRM Fma LOMWAIDWO ON SCALE 3/a-l* (2) rol Slow Rq" LOW�f 0 WAUN =:vm), "a FLOOR MaIll Rul MOUN ima IMANING01UTIF "M 141 Lg�M Tw .=00 V= "AN MMM 04 m1g!1R$ Aw ALIKENUM-0 WA W mQua-DRO m WALE 1/8-1- L. SAN avlosso, OR (RAT SCALE Sill ALIERMM4W co SCALE 3/8-1- tl WNNAnAANN NAUP OKY MR WNU THE zw 0% 1:110,0110 a "NO, 9 Ill, 3 ANN AM E Am .N� ......... "Piltill"Ift", '00 LLJ FLORIDA BUILD11,10 CODE Ofon Wqh Velocify NO tone Zone) Jill e vf. r - FLORIDA, BUILD910 CODE (M fitt Vill H�u cone zonal WILERNO CODE (Nolm Ngh V*Iopfly_ Huy loan* UK*) 1, INStALLAIIM ARE ONLY VAUD FOR l ASM !Ar- op L 1E "OW All Nl cill 1, INSTALLKnOIN ARE ONLY VALID FOR MAX AS,O� all TU10001 All M TOP SCITIOM MOUNTNGS CM BE DESIGN Pfl RATI A AND PANEL I �c* : �*p New Tom NN, < 24 GAGE GALVAll SM STORM PANEL Nm MR I .- 11- 24 OW DALVAMEEED STEEL STORM PANEL MAW Ill U a 24 GAGE 0ALVARM SMft STORM PANEL AWN W, DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHIS 15i `. t COMBINED IN AW WAY TO SUIT ANY AS PERSCHEDUILES 01I E ;�,� - MAN ft z l6 *1 * 11 2, FOR KIM WOOD FRAME CONMUCTIONt WOOD 'OR E�m mw OrSTANCE GLOBAL PROTECTION PROM)CM UC. ollm COMBINED IN ANY WAY TO SUIT ANY ALTERNAVE 2W) I * GLOBAL PROTECTION PRmum Luc. TOP & BOMM MOUNTINGS CAN BE AS PER SCHEWLES ON VIEET 3 PCEPT FOR all— MEMBERS to BE SWHEW PINE NO 21 ill/ SPECIFIC om a*. 51 svw DENSITY OF 046 OR COLIAL (SEE smma ON -TOP & BOTTOM MOU"i CAN BE _11 07—Ec— _-0.1 +100 ll *I StFW ItMALLATION, rTILTI! C —011---\ CLOW PROTECTION MOUCTS, Lw 1101ECO, 2� FOR NEW 044, FL. 33M. low 3531 20-115 WOOD FRAME CONSTRUCTION: WOOD OWN* TAX, (W)NO-OW 20-175 SHEETS 9 & 10) COMBINED 04 ANY Wl SUrf AW IC04)M-�MI IN$TALLATIM ...... MrVOIERS TO BE VEX'PINE No 2� W/ SPEOPIC 0m, m DENSITY OF M55 to 11401411 *"'i M_ P0 ill'i mmiz SNW 5 a is SHEET NO. SH 1.3 &Q_"QAURES DETAILS EQ8. INSTA"M N - IN, EQUREP- MCRUE, WNCRETE I K OR WOOQ, $j8V=RE% YAUQ EQ8 RMULAR, UEE SAEEIY A. E-Z H&D ff_QRV FAYEL M SYSIEMS OR co"Oftm f ov" OR V . T . rMse 11000 FRMX S, VAX-, & Al LIWEO 3/c A PPOOLImm Rok"m ANCHM wow "vat Tw Re"111 UZ LDOANON VARIES 51 Mw Slf<� Afoif OR V A vwx WALWZ PLOr 2 �/2 7 Mo.. 3AP vs-KI. OR fall.-M AUDY w/JA"Nw 0.4 Awm, ANOLE WE A ME I (PLAN) 9&5E Q (PLAN) CASE 9 (f semi 1/4--1- SCALE Ile-1- SCALE 1/4*-1* SCALE SOLID-= OR CAK-HN poomAir No -1 ammil: Siam I n , , ! WE , 6w. 1' . IN, OW2N*'*Oft I 0&PANSL IPA& Reoow * Below Vov wm RVAIF Ir I poufn OR 2%4' WOOO FROW REOL"Rilb t j__L1V4'Mcvrj �(t OR(p '0ARIES '\�-Tq W/ 9, oj&PAPAL= F� x Wmrwr E Q (ELANI v- 10 104, ok kJQ SCALE 1/4*.1' VALID OR= MOUBW IWALLATM ONLY At COMIRED PANO, PWAILIAMON AT VA" W/ W 44167 $WADE LEVEL, YWIIONS WaNIN 3/r IS f OU101ING coot (Mon man voloolly Ifu co" lot*) ME E (ELAN) k".1% STATE Of rx 14 BASE "WAIMED STEEL Smw PANEL O"ft SCALE 1/4'-1* SCALE 1/41�11 -All CLOW now" PRODUM LLC. 41WO &W.61 SOM -xe-> - =ilt U "OKI W. 20-176 GeHN= 1 px sm (VAUD ONLY FOR PANELOINSIALLATIONS AS PMALIEPNOVVES 1W "U 4W, ON SHEETS 6 & 7) MW. ASO� DESIGN PRESSURE RATING � UN ANCHORS SPACINO FOR F_O� -,AS $40" ON SHEETS 6 * 7 M" -4 AA 'APPLICABLE TO ALTUOKM Ou,=N or Tlim MkVMUV PANEL LENWN v K) TAPCON p7tr LAG SCAIEW PANELMATE FEN" 0 mANELMAYE PLUS wm WSHM IT Ir IT 13* ISM _oumo IT is* IT IT rw l/T I/F ll't 01/1, 1 (w) 6 Ipr -12 —112- 5 I/,v tem-) v, -Ir OR LESS is* ass 13, 13. is, momm) 13, IV 13' is- a 117 111 M*) ­737— —Ir Ir 13, v IS (", $ 1/2- 6 1/2, 6 1/2' 6 1/2, a IJ2" (TOP) 1/4� 12 1/2- I/r 61/2- 7" w Twi- MAk ASD DMW LOADS & VAX. PANEL UNGTHS WHEN SPAM ONLY TO ALTERNATE 2V ON SHEET 6 MAX AAA. RATING UWMLIM AWCHORS SPACING FOR M - AS SHOWN ON SHEM 6 & 7 APftICASUE : to KJU#^'RM A.*% OF IHN MAvmUM PANEJ_ LIWOT4 V TAPCON w SCREW PANELMAIE FEMALE 0) PNW WOOD BUSHING ir 13, 137 W cm ly Ir 1V tw (wrloko —I/r ­ellr 6 P* M*) ll�C 12 I1Z 0 Ile (wit'.) 5-or 7 112* OR LESS 73/2- r ir Ir IT ------ 4w m 5 -45 TQ ik is. Ir 4W ofollaw 13" IT— Ir IS vw) ir IT fIr 6 Ile I* (90"OK) 0 l/r a 1/2. 6 lir 81/2' 2W ('10P) 51/4- 121/2- Ipr 2w (wn'.) >Y-W TO 4 tir Ir 7 llr 7 1/2- W_66F)_ — 5� 5 I/r 91 a* sw oormw) IV 12, IT IT I., 4W A.S.0 OE" LOAD VAM" FIAN& LENGTH 40 PSF OR LM 61-0, > 40 W TO 50 P$F 6'-r > 56 PSF TO 60 PSF W-10' W, AS.D. DESIGN LOADS & MW PANEL UENGTHS WHEN SPACER 0 IS ANG ONLY TO ALTERNATE 2W ON SHEET 6 6 MAX. PANEL LENGTHS ARE ONLY VAUD FOR MIALLATIONS W/ PA14EL MATE ID OR PANEL 44TE PLUS ANC 41?1Ar6pwt#iQ, 1/2T 0.,C, 24 VAa GALVANIZED STEEL STM PANEL =4 PRMCTM "ODUM, W 20-175 1 INSTALLATION . D LS ME UEL SKE11 EMU. INTO EOURED WNCREIE Q& ONCREX ILM MUMBES 1/4*# TWION pmm 1/4 T ANCHOR 0 r D.C. NCWt OR a ixc� OONCRm BLOW RZOUM. r to CLAM GLASS ­4 PANM LO,=14 ELEVATION1 wo, It ON %W 12) 4 TO 01.45. JORS7 NO EXORINQ roumi CONORM 5&5iR jOCK f REWIRED, wool _j a REGULAR PANELS SM 15 & It "It OPOft TYPE SPAOING HiR 06PUAVK Silt "GO fAug, K"WK& It. Wa==1"4=._m .11%—. us" FAMN vwL w WE WO"IM MR rAOf NOW A 774 IAPO* iox" Aomw V)ao IW3 3 A FLORIDA SUMANNG CODE "Lon Wgh velocity "Ll cone Zome)l *moulmou 3 3 3 c2m iw%v.-w, FA. AINNONAA4 3$4 1*. U OW CALYAWM STEEL STOW PAW am" W. I LIE c 0 INC. W-o"L PRonct" "ODUCTS. UZ elm Acp^ am xciit w_'P_1 20-175 PIC fivoklOWN"MILIGME AS PER SECTIONS I THRIJ 6. ON SHEETS 4 & 4) DES" PRESSURE RAINING ip,") Mko" ANCHORS V%PING MR WIN Ea- POR Stiom, m Sm"i 1w Or IHOM 01 gWWM 2AXU amint i1W MAX, "o, DESIGN poemnow WAXING (R-6 M119" ANCHORS SPACING FORVIN E.M PIR SCHEDULE A Lr MAU" PANM 11APOW SQUO-W 10 PANELMKRE P= 2AAMC-NALIN *L" WCON Sow-w PAW FEMA AWW PLUS CALK-W w7 qm OAOM w amam MAM 0..,& WAMMW =&W 3k 0&. vow OF 70M .t4V4* I= Ir lk- Ir -IT IT I V L IT Ir IT IT IF I Is* IT 13, IT It IX I P" at is, 13, IV IT — IT — I,, -�F- Ir IT Ir IS' I Q.-O.) 13, -21- 13 IT IT IT IT 13, IT ir 14' IV' ir IT- --ir IT 3 r- -In- it "a"i D_* ir is* Ir I IT 3 IT ir iFF —_vRr Ir 12- i-,/we IT 13, 13" IV tr _W_ Ile —Ar 6 tl�lt` 3 "all 3 *61110141 K4 r2 -1 1-2 -1, 1-2 1 e w r a- jr V , olatil 4 (wortow) or a, Ir -1y IT IT Ir IT is. I r IT rRFJ_ tr 11 3 IT (M-) is, I y IT IT 13, IT I r (90TIIINO —Ir 0 Ir Ir IT 13;- —Ir -T3;- -W- IV Is- —IT -6-1-71rre is, —Ile IT 'r17,Ki Is- —we Ir IT IT /4. 0 WY4� 6 (DM�-9 ir S. IV 7- 17 —1' 7 t/2 a t/2 Is- t/2- Ivan �,V_tr m 1-4' Ir lir IF IT 13' I IT 'IT -w- a 1/2' tw TV IT . yr IV Ely i!�_ IT ir S lIr I t_z I Vail I (BMW >61-e To v 7r IT IT IT it f/2 I !_ /g 1* 1/2 1 f/2 ir for T—o-ov) IT ll� TV 10 j1r 3: _Is T 11-2 51/2 Ir 4-1 2 000) —Tv IF IT IT I yr a i7r i Ile Is Ile Is' ; I 1�15 I (IOPI i:r IT ;r 1/7 IC 1�2 1 1IL2. IT iA- Is- T1/r Ir IT le IV, �� it Tr i I =/r ir Ir sr _j_V .! 4 1 _6_17F ir 7 Ile, Ir 13, IT IT la- II. a, ir -w-vw A 11rs -r;­/' Miw 12 —1/2' —I/4T _12�_ 12 I/r 6 —ve - It 114' 11/4* ! OKY1701A) I/T .1/4 ='S", r r V' r 0 lIr r 4 (W) — IT r 31 r r Ir 4� 4 llr vr 3 1 8 1 r j� L-l"r 14- ir la- 1". l'i _11r 112' 1 lIr Ir r r "i We -_Ir -ir I!, I*` r ler—f le 1* IF -Ir File (Im 3V 9 1 T _v_r 1-3 1 a ­lIr Is. —�X— --mr- ir f io-4 it Ilels (ourvio!'I - I . 'IT + -) Ir Ir 6 1/2' IT Elir Sm ww it Mo ANCHOR$ Tfm It SPAQ41% Net OSM"Tod om "m new W.LWM WA10 ANWOR W42AM AM WAWLI ME 1WRAPICE NK INOCAnIt ON VK tPHOOLL rOR LM LISS IHIR "INM ON 00119MU ROXICE ANOMM SPAM ON WOX"Iief VOIleft SNOW ON somom AV 14 fokOw" 0*0101d. FOR 7A POSSW. RMkM SPACM awk, Nor K un It" == o0wo "m Mw Amil"OR rmE "M" MrAf!" 104 1 1/4-14 Ile* /4:* _1/4.! UP=" IDWA-Amum WAY-* wowm !!ez VAC04 w I A ter -;Lvz MWWANIM Tir -7— -a _V_2_1 —*Jr 3 bwoomix"') IX I � 4_ A0111M. M W*ft IDIOM om I r At J in SPAICINGS ONLY VAUD WHEN $W IS QSM SEE' 1 X!Lo. �rK W Wwm Lom & VAX PANEL W11fN SPACER lau 0 A "0. OEM Lom Amw"MAM"Imm Lemm 40 PSF Oft LESS 01�v > 40 PSF TO 50 PSF S*_r > so PSF, To. so PSF 51-10" A ". FlAiNEL UkG�H'S ARE ONO VAUD F INSTALLATIONS W/ SOLID SET ANCHORS a W/ " SPAM AT 12 1/2- 04� (ar SECRONS a ALTOOIATM ON 94CEFS 13,K 15 R-W13, R-2AV13, R-U/14, R-IAW/45, R-2AW/J5. 9-3AW/16. A-30/14. r MAX� R­18N/M R-20115, R-30W/16. 0 0 0 0 0 L/2 /,1/4-200-1", aoLTS PANEL Lml Oym 01) (A.7 PANEL LERSIR SlOftle a RED" SIORM J­L_A -- ----------- WAL; - I't 7*--e 0 +smo, -".a pAt, LIFE 7!t (w/o "up Mo mu umm MI) �i_wa A FL-__ A USE T-61 ". Ima LOOM m Ek A -,ATA" Msi� ­d L�2 J _T 7­1 _T SAFM 4, PTOA, CORNERS 0 D.W a NUT Ar 1XIEM INSTA"11ONS ONLt YAM FOR WIND SPEED UP TO 170 mp.h� t�*_Iaw/m W-201M R-3AW/16. 9-2w/1% 4_30W/14. (SEE SOCTKINS & AVEIMPAS ON S"EEIS 13,14, 14 I/*1 MAX, 0* UEE SAFM MEM PANE ELEYATJQN (t) (ROG" zur SCALE REGULAR DSTORM RAW ow *Awp I VAU vgulo 'F(a) STORM PANEL UFF 50-9 FLONIOA 9OUINIS CODE Lwon Woh volf"Ity mur call* Z*n*) mum wm itmoi W� 24 "K QLVANaED SUL Stow 1PANEL Mo In ION GUIDAL PROMCM PRODUCM U9. 47'1 ROME, tto*Ymal.,fUh "m tw)ow-nw 20-175 Olow NX PF It INSIAUATIMAMLS EQ8 UEE EUX PANEL _7 Y�F 7 -1 INN 71 WOD MU ;/1 7�1 17 it :,t V-0 TAppw =R It OZ X 4/4- x It A� =11L ulw;N-04, I e pmp_ LEON" PANEL LEMON PANS, LENGIN a)# sivEtr 11) oxym" 1 pmjiL LOWN (Sff Owlim ON SIT u) (csm ELVAMN N, SIM 12) Off 1 ON siw 12) I t 1. her, _q) L�2 3 10 Z_4% A III GL#G& 7 7:Jft" PLAM F VIA." 'Arr O.C. *NC NON a 0* O.C. REQUIRED ON T.4' WO& olc� AATF S, w/ ST. STAQGEM W1 SM REQUIREO 1*41 wow REOUIRED -in "M �/-, "own FLORIDA BUILooto CODE (No" Nig, Voltocefty Ou Ofts, Zone) 1. INSTALLATION AK ONLY VAUD FORA,&D. DESIGN PRESSURE RATINGS (p. AND PANEL LENGTHS AS PER ELEVATION ON Sint IL 2, FOR NEW WOOD FRAME CONSTRUCTION. WOOD 44167 24 "GE GALVANIZED STEEL STOW PANEL A GUMAL MITECIM --cm STAXE13 N PRMCM LM 4w Sw, 61 Smarr MEMBERS TO -BE SOUTHERN FINE No Z W/ SPIECIFIC IF, PAX O1EN$fTy Or 0155 OR EOUAL it Ow is of tot MAXIMUM AJ& EM 0-alf SUP ING MAXIMUM AKHQR SPAM MOW= EO.R.KQU ORM RAML QD MAUM UE A 99MLIE IM MUM= (VMM ONLY FOR PANELOINSTAUATIONS AS PER $MONS I THRIJ 6, ON $HEETS 4 & 5) upol" Amemm SPACNO RA ON W. PER SwoAr BELOW W, xs�o. MAJOWUM mom VACING FOR wo ED PER SpluDUIS OWL" MAIL DE%GN OcAt"' . I 1*=TE PRESSURE 1APOOK FANUMARE PAN Pmvm WON Swt�-Sv bAtK-411 'EN- RAIING I m" m 'to - , fVA" * fw Im Of Itim 1p'"CON — = — * a 1; IT 6 t/r I 'e Tr Ar is, I (TOP) Ir -IMS vr IT 4 1/2' 1 (TOP) w, I'm —I -ir -i2:- -i-r- _j , , , , ____ -7' — —, 1. -IT TV 13* IT r IV Ir --'IT 11�:_ I IF , a w IF 14V 7 —Ir =oyr ­ir 1-Wr 4F I, gw' =r =,;r IT IV Te 2 mp;i _2r_ -Ar, 73-, -TF —ir —ir IT IT Ir r I r 0 I/r IT rilT — -;F- J3-- —,r -,3�- =,r -Tr- _12�- =Ir �w -1 W) —tr %r 7-1le 2 Ile, Z llr 52 —vr 15 11F 6 Ile 0 I/r 112 I/r Mom) ok . w El/:2*: - t! :±L 4 11F I mp) Uw 4- 4 lzr- 'A LIE 4 " LESS (SMT _7 IV 4' momm) --m- �Y,� IT to' I is, r ir IV Ir - — R�' r 13, N), Sir is, 011ria, 271 IT PIN) - !__ _Y� is 6 I/r 14=1t; 4 �r 00 IT IT r Ir Ir a 1 7 _L3L � I.- " 4 10' 6 ItV 6 1/4� 0 I/e 6 VO 6 t . T1/41. 1/1 ---T-- -�� +t-, i , —0, 1 —75, -W—,) 1 -76 - '�/4� �W Ile 6 jW It 11r 1 6 ve _jjr­l I T/r IT IT 13' it, ir To, it- I III ir 6 I/V I DOM _13 11r IT IT I I"w a. (Sommo is, r 7 1 IT -2a IT IG 1,12" JV A 1,/r IV 6 I/T 7 llr 5 1/77 IT —Ir _Zll�_ I! :_ _11�_ —Is'- 4 112- 2 (TOP) 7 1 13, Ir Ir to -4- --mr- IT I r * 0, Tr 0 I/r to vr 7 TIr IT 7_37- y Vr is, LO ilr it I/v fr IT IT r AT Ir ir 0 T/r IT 11r 10 * IT r I/Ir 6 11C 121 0 ;1-W IY4: =A/4 Witt 3. at j2 _Ajr ii! I/T Ji 1/4 6 12 vv $2 I/r 0 I/r _1v —Ir 7 vr vr v 3 lir r r 4 (top) r 0- '! 112- __4 3 Vr r e * 'Ir T 6 I�T r-e 7* —Ma" or 14- TV IT IT r 5 Cron 4 1 Ir If r TV 7 f/r ---!3 IT r ljwrw IT IT It Ir 1 IT Is, 13, Ir L 21-1 Sit* A.S.D. OEM LOAD Ummum PANEL mmm lyn * vww fm owhumoil), #00 wow 14100111 NUILAW& 0 *NWLM Ntrlkolik VAIA00 00 WNW ME OVANIX AW WINOVIO OR " SQOVLF- JOR EA ass It" "woolm, 04 soo", Oro= ANON" VAMP Of wAm8m 100004 SMOWN at 40 PW OR LESS 61-e StWOLLE In NW POLLO"10 TIMM IM " OPOLOICK TO at POMWAX RaWaM SWM W4 fAc" VwL Nor w I= Tim wd" votoo Atewn ro ONDR Ncmn Tfpc > 40 PSF TO 5D PSF 81-r IV W PSF TO 60 PSF Y-101 AM" M . ��*_ 101004 ]MINIMUM ANCHOR SPAOM OIL A MAX, PANEL L04OMS ARE VAU FO INSTALLATIONS __Tl —Ir y W/ SOLD SET ANCHORS SPACER AT 12 TIr D.C. ___L_ T 1,4r It A FLOIN BUILDING CODE ton ft Voloany H m cone Zone) 701 Iiii aft amn, "I'm *c flp� 0,44167 24 GAGE OALVANM STEEL STORM PANEL DRAW ft tim A N, ii, ix Jit� o"Amo STATE 'w CLOW Mmoo" MOUCTS, 1101KC3016c. LID "m S��Y)ts I ;F?R 01� Sm *wm is St to MR ANotion 041*1101 rfPK i "04M FOR INSMIAVAS Will VMW new suwww 41mokook, NO" VACOO 00 A­ MIALYIPLYWO VAC00 SHOWNI ON = IN, SAN to* INIS om"Z -ROM VA" MA00 Lim fort" swu wx K Im I*w WWAAN# VM04 WWAM Mt VON ANCHOR TYPE fm In Soow� __ - 1 1 1 _m_ MUMION 2EIA1 A Amay, EMEL INIQ WQQD S-TRUCIUR 1-20 k4 X 41� GLASS L M", `V MAX S� pmo- Low" PAAL UNW14 Ir- (Sa ELEYAMN ON SHM 42) MK 621& at EQ. r,0 INGO PLATE 1/4-0 PANFLAAM KLAS ,-ao A vet FmnwTE oud Mr"OR It 12 1/2- OC� I ANCHOR 0 12 1/2 SUMPANEL U SAWO-af WA" M A SCALE s 167 FILORMA BUILDING CODE Lmn Ntah volocIty Nu no lone)l f 24 GAGE O&VANUED STEEL STORW PANEL 1. INSrALLATiON ME ONLY VAUD FOR MAX� A.5,0� STATE OF EL , ' �i'� /1—ILIE —CO,., ZOVAL MTWTION PRODUM. tw.' I W011 79UR RAIA AND PAN 2, FOR NEW WOOD fAAME toNSTRUCMN; WOOD 3W4 20-175 MEMBERS TO BE SOUTHERN PINE No 2, w/ SPECIFIC IF,,n "on F^� (or%Nmw_--w DDOW OF OW OR EQUA. > 0 0 =3 o 2 co c cu -cu cn a) 0 L_ 0 —0 0 u_ cu 0 0 ;> -0 0 CIO - ZO r = F— -0 .— cn z z w mi ul C) :.. L.Lj C3, = cm co c, Lu LA. >< C= CAI C= C14 — cu -'I,- G) == W r= C, ci Bt Ou cu -0 E 20 Cl- U U) CD (D -*=-a U) > 0 C/) (1) =3 c— -0 0 co L_ 0- c/) m Lu z z SHEET NO. SH 1.4. 11 1 1 11: J11L I 1 .1 1 RAI 'I 1�11W I I I MUMION 2EIA1 A Amay, EMEL INIQ WQQD S-TRUCIUR 1-20 k4 X 41� GLASS L M", `V MAX S� pmo- Low" PAAL UNW14 Ir- (Sa ELEYAMN ON SHM 42) MK 621& at EQ. r,0 INGO PLATE 1/4-0 PANFLAAM KLAS ,-ao A vet FmnwTE oud Mr"OR It 12 1/2- OC� I ANCHOR 0 12 1/2 SUMPANEL U SAWO-af WA" M A SCALE s 167 FILORMA BUILDING CODE Lmn Ntah volocIty Nu no lone)l f 24 GAGE O&VANUED STEEL STORW PANEL 1. INSrALLATiON ME ONLY VAUD FOR MAX� A.5,0� STATE OF EL , ' �i'� /1—ILIE —CO,., ZOVAL MTWTION PRODUM. tw.' I W011 79UR RAIA AND PAN 2, FOR NEW WOOD fAAME toNSTRUCMN; WOOD 3W4 20-175 MEMBERS TO BE SOUTHERN PINE No 2, w/ SPECIFIC IF,,n "on F^� (or%Nmw_--w DDOW OF OW OR EQUA. > 0 0 =3 o 2 co c cu -cu cn a) 0 L_ 0 —0 0 u_ cu 0 0 ;> -0 0 CIO - ZO r = F— -0 .— cn z z w mi ul C) :.. L.Lj C3, = cm co c, Lu LA. >< C= CAI C= C14 — cu -'I,- G) == W r= C, ci Bt Ou cu -0 E 20 Cl- U U) CD (D -*=-a U) > 0 C/) (1) =3 c— -0 0 co L_ 0- c/) m Lu z z SHEET NO. SH 1.4. 11 1 1 11: J11L I 1 .1 1 RAI 'I 1�11W I I I z z w mi ul C) :.. L.Lj C3, = cm co c, Lu LA. >< C= CAI C= C14 — cu -'I,- G) == W r= C, ci Bt Ou cu -0 E 20 Cl- U U) CD (D -*=-a U) > 0 C/) (1) =3 c— -0 0 co L_ 0- c/) m Lu z z SHEET NO. SH 1.4. 11 1 1 11: J11L I 1 .1 1 RAI 'I 1�11W I I I ul C) :.. L.Lj C3, = cm co c, Lu LA. >< C= CAI C= C14 — cu -'I,- G) == W r= C, ci Bt Ou cu -0 E 20 Cl- U U) CD (D -*=-a U) > 0 C/) (1) =3 c— -0 0 co L_ 0- c/) m Lu z z SHEET NO. SH 1.4. 11 1 1 11: J11L I 1 .1 1 RAI 'I 1�11W I I I 11 1 1 11: J11L I 1 .1 1 RAI 'I 1�11W I I I EZIW/18 M040M _(SEE SECTION IlZi & ALTOWAINE a1W ON SHEET 14)­__-, 17 (SEE NOTE: E) 70.4 wn, 2) 7 LAM PANELO) TO BE INSTA"O AT EACH OPENING SHALL ALWAYS BE PROVIDED A14Y TO FAQUTATE ENSTAUATM Ir INTENDED 70 OM SIDE OF SMMRE. BE jk&nR it L A Jll -T­ or 11 (1), E-Z a VORM PMEL SYS" TT� 00 PANEL) (INTERIOR ­0 IrMRJOR PANEL) ("ITMOrt PAMR) NO PANEL 11�x� 80T­I�PA�NEL+ Kt� 4ZKNS TOP & BOTTOM, SEE NOTES 4 3, 4 SET NOTES 2 V 1 0` (2)� M PANUS SHALL BE CONNECTED TO BOTTOM TWX OTMERVASE A STOP WVSHALL BE PWAM At TOP OF *X� -19XH LENGTH PANELS. TEL 7 40-4 P.3, (3), IF END PANELS ARE CONNECTED TO BOTTOM 'MACK, CONNECTION sMALL coristSr OF NLS. W/ 7/8'#x3/32" W040 NUT OR =413/& MIq, THUMBSCREW INTO TAPPED BOTTOM w 0 VA OVEINAP TRACK 4 FASTENERS MAY BE AT OMER OF TWO Is $ AS LE) EMRIOR FLAT "VES Or END PANEL 56X 'Lj_LL1_L1 OF L* (4). IN CASE THAT END PANELS AM NOT CONNECTED TO 00ITOM MAX TRACK stop am IS. ONLY USED AT =AT LEAST TWO rTT-7,7 T117T TF___1T7TfiJ_TT1TT IT F �T [�M PANELS BE tosifvv= TO 807TW UXNG SPEC$ -FT-M I I III k I I f 1 1 INDICATED ON OONNECTION OF L-1 IL J_J_L J LLJ L.4 -I.L.L L _j_j SEE NOW 4 J 3- N� L t, wrl. I i 11 W, t fk$TALLATIONS ONLY VAUD FOR "NO L(bwifo VEZIW/14 SPMD UP To M rmp;h, SECTION EZI & ALTPNXTW EZIW 04 SKET EV/18, IYEIrtAL ELEYAII!2N EQ8 SERIM 29QQ E-Z MANG STORM PAN LCIDUSTEM M SCALE� 3/32'-l' 0 1/4' M" VAP MAY, GAP rMION A=A P6 Tik !ff-, SCALE, 3/32--l- 0� V� FLORIDA 81,111,DING CODE tNon Koh VtocIlly HU cone zonw) .04" Wmb� w_ F�Jk z 24 'GAGE 0ALVANIZED SltEt STORI# PANEL 1 r,44167 GLOBAL PROTECTI ON PRODUCTS, I.I.C. TE STATE 20-175 rA -1 ENGINEERING I "I",", I 112f "III 11'7,_� , ENGINEERING EXPRIIS-80 PRODUCT EvALLtAxiloN RF.PORT Soptombior 15, 2020 Application Number R2 f,X Pm*i Number, ift� Product Martuladider, APA"fican Sholtorseno Close ManufacturerAddrow, 1WDonnaRaad West Polm, Beach. FL 33409 Product Norris A Desadpton,, Zazized Sntstorm Panels lotmDe a solent Scope of Evaluation. This PmEluct EvoiUalkin Repoitis being Issued in obocideoca With the requirements offt -Florida Doportmen(pt Business and ProdessIonal Reoul"on (Flionda Building Commission) Rule Chapter 51 G20­3=64 F.A.C,, for statewide apeopumos per Method 11d)- The product noted above has been tod%d andifor evaluated as summarized twain to show corrIlpliance wilti the Florida 130" Code Seventh efton, (2020) and Jw, for %a purpose Intended, at least equivalent to that required by the Code. R"Voluallon of M product sholl be required following pertinent Florida Building COO madficiatons at rolilsions, Substantiating Date. . PRODWaEVAL1jAT;ONRWMEM EX drawing 020-41tSO tilled24gaStilvanized SteetStorm Panels (HVHZ A. Nw-HVHZ)',, shoots 1 -5, prepared bit Sroin"ring IE�prvas, Signed,& Strafed by Fiat* ftrmaido� FIX. is an integral port o"Ns &aludon Report - JWREPORTS Untform stabo structural pettimadca has been tested in accordance with TAB 202 tam standards pot test rep ort(s) ASTAS G -114 01 by a lac�o I Test ng, I n r, Large missfie Impact reestanceand oyde leading performance has boon iastsd In accordance, with TA$ -201 and TAB 203 teststandards pat test rep") *BT-A$(�-1 7-401 by aJaclo"lot Tealim lno� - STRA) M-RAL ENGINtENING CALCULAMNS Structural engineering calculations have boon prepaired Which evaluate the product based on comparative snover rational aftlinUs, to quality the rtWbwhV design cd(aft: I. MimimumAllow0le Spans Z Minimum Aftwable Spans 3. Minlimum0loweeporation 4� Anchor Spadrq 14VSW 121" AvFNd' SUITE 106, DEERFIELD BEACHo F�OTITDA, 33441 4.54)'�!�4-06601 (466)3!�6-9,999 TEAN*fNG TREE KING EX ERESS, CON EN GIN RE KING E XPRESS. com V 24" ENGtNEERING Page 2 ot2 All Amerizin Shutters and (11w - 24ga Galvainized,Sted Sturm Pands N6 33% increase In allowable sbaws has been used in,the design of this product. SoperallmI frobt glealng Is not required for installations "ide of wind zone 4 and Essential facilities, Impact Resistance. - LAW impact Resistance has been demonstrated As evidenced In previously listed leg Teport(si, and Is accounted Far In the engineering design of this pro", Wnd Load Resistance This product has been #eoigrwd to WASt Wind W& as indicated to the $Pon schodule(s),on the MspecgVe, Product Evaluation Docirment 0,9, engineering drawft), Installation This product shall I* installed Irk Wilipt 06miplarm Willift M000twe Product "Usilon Document #.It, onginoormi; drowing)-alwill wft all components noted therem � P=11 C r1ol opectled in That product's respective Ptodutt Evaluation, LimitationsA condItIons of use: Use offt product shall to in strict accordance With the reSpeclive Product EvaIuaton Document (I.e- engineering droykg) as noted heroin, All sUppoOft host structures shall be designed in reslat all superimposed loads and thall be of a material Wed In this Products respective anchor schadule. Host Structure conditions Which am Trot accounted for In this products respective anchor schedule shall be desigited tot or; a afte-specific basis by a registered Professional orwineef. Ail Components Which are porhanaftily insulled shall be protected against corms4on, �oontarrjinafibn, and other such damage at all times, This product has been designed for use Within and wAWe the High Velocity Hurricane Zone (HIMZ), Respectfblly� ............... �4 Prank geni""O' P9 ENISiNEERiNG ExPREs9w AP110046540 j CETI, Auth- 989-5 160 90 13r- AM64ut SU LTE IN, DE1,101FLO BEACN, P161troA 33442 (954) 3$4-0"0 1 i"o) �,6_9999 TEA"OENCINVERINGIEXPREMcoN FNrINIIfA1NG0FRM,CCM U gwr LLJ X -C y yk -T Q: I 7MA tHSITAUAWN 12ETAIU EQR INT-0 EQUREQ ONCRETE, ONCRUE SERJEa 29QO E=Z HANG BLOCK AND MOD SIORM PANEL STRUCIUMS A40M 0 12' 0,C, I" WAD Im M EDGE OFQ) - ---------- ff 41 OF J 9 Px N U1. 4 pop POP RNET sim MAX� PAM UNM MAX PANEL LENSTy --I J1 TO OLPISS, CLASS, of ties 4 or�-v I 3-SC I jr 1 7 11 JL TAPODN ANCHOR r D.C. 14WO Olt 2-�*' WOW CONCRETE S=x REQUIRED SME 3/0-1- N T11 TIL4 .!!L0 MK PANEL Le"MI SHALL BE Z-81 44 FLORIDA %NM *01 BUILDING CODE (Non High Volo;ift Kfu 24 GAGE r&VAM STEEL STORM PANEL no Zone) 1. INSTALLATM ARE ONLY VALID FOR MO. kS.O. DIESH"N PFWSMAE RATING +/- 40,0 pAJ, AND V-0' MWAOX PANEL LENGTH, STATE GLOBAL PROTECTION PRODUCTS. LLC., w - IV I /xw Z FORNIEN WOOD F%OME CONSTRUCTION: WOOD I ow I STWO ft. 31314 WENISIM TO BE SOUTHERN PINE No 2, W/ SPECIFIC ...... 20-17S DENSITY OF 456 OR EQUAL, 00 WWI` rof *Aldt ALL AMERICAN .51HUTTERSAND GLASS NIZ '24,0a -EWSTEEL 8TORKPANELS 4HVHZ &,N.DN-HVHZ) "Onad, MAXIMUM ALLOWAOLE Fro* bEsIG N PP OFSTC-M NOT , Es" WIDTH UNMMIT�0, 1 'M TIN F FED Ti T6;MQUfiNT1(Co Sr -I EI THAN r H_ 0 ANY 0 Lj EM 1IdNNUTSPASj'4NED@ %=0%tN9P" v4t 'WIP TAP0 ERAL NO 'GEN -�rn; rtlECIFICK N A� ACZ wr I U Lolftc CODE SEVE A gjm naam, I u 7 201, *LANJI I' "%V, OUTIV NggSK.,& �T 160WOUWE Am NDIMIr, KANI If A; w Pt rZAA%QDN%oTA7MHfR0N YRN It - -0 CWC&" NI', 1401a- a%ZNCRrI A, as.%.s PEEN USEDIN THE ,OF kEC0rtcFD W. pz 'F.1X,THEjT5�. N­W,101 77- 'T 111rog. I in IONIC -MV SY THP yp HALL 8%, W A I GC ITRL FWRO'ERW�%'. M" wx l51-11%MTi71-"E'1'3r ;5 am MPUNT PE \A 1 1 1117� , - I r:V 1 5 Eli= AL A 1110 I Qft$Ar N x 9 1 utr. *�t 0111� will T161 I -j, MA s AT CA e IN61:X _"NS10"05K 11,1�,A LICEI%VS 151IM11fN RED A IN Tg.l�g,Wtg6TI lon"' LIM IM011 /�TNTYPICAL VERTICAL ]MOUN-rZLE-VATION DoA1DN'PRESy4R Nd"liAEREIN _ ASeDIDNINA�IMUMTevrea 1 6&K" 5?LS Al. .1 A 01 AM GR Kkssf,40M PAI U Es M.O� 6AWE, , My ED AALL TAW% " " 'a's. r rj r-'-sjr- ZZY'rMEAL NU ASEZ N, *4WM LOCAL cOO-s,, Low* A` lv� 5TQRM nWOWTO A7 AeF1 �u LLT IUV4LeA�N WUf To m !�Nck&N OUZ 0480. �j NN TYR � I+1-11=_-A�l VXVMIIZ'�11. LLAI. CO TE AS, 5 UVWTURegs 0 ffiN 'go" F T LEigiiu L VIMM" low, R� (LbCATT, movARYI -RAS, sHOWN ONCY� USE,OPTHJS,S r�vy cqxromantr A. &I , - ­1 C111"CiNIT11 IF MRS , , N.tW F R g -5-TATIff, &FrDERk DOM g gp NTYK Ae. Ap�r% 12N #0-AODTIMMAL Ww1Wx=&-s TO, oatu"'T TNI% At WOW; im L� 4WUNA MT6 Cli CI) 1ARE1 E krAFORMATI W ty* At %09M NUM 0,4 VERTICAL MOUNT ELEVATION I�N )1, -Ij- 17- (NOTCHED PANELS1 - o"-, _J ALLOWABLE PANEL SPAN & GLASS �M�ON SCHEDLILE:, AUDWAWX MSTALLAT10145tM WSTALLATIOM~914 P4ESIAIRE $PANkt*a;U THMJ&AWV(QkAQE 13-0.0 2,160, 646 In 2-164A 4-45, _Eot� I.;S so �Fa f 59-afft -1-40 MINIMUM ALLOWABLE SPAN SCHEDULE WwW44"N A=m4ft& , z Nom"Nok 47 Z* 1. T oAcw =n'q I P =W T0 Pr K a, I" o" 0 z N m MM 0 Irm"W_ liv, IM w- INA -w X Ck *I GLASS SEPARATION NOTES: 1� ENIMSMA SCRODUM WITH POSITIVEDBSIGN, LOAD TO MINIMUM, ALLOWASLE SEPAoA'qON P" THE OPENING TO 00 PROTECTED SOIEO"199$W;Rf.DMRUWWrrRPOSMVELOAOSOK't, POTM� mom INTERPOLATTON ft7WM (DADS IS ACCEMASM OTHERWISE USE NENT HtSHEA NUAW Tft AS LOA 3, DFW MSTALLATIONS OUMOEOF THE ITINZAND OUT51DE Of ESSENTIAL FACI=ES;R AS�M WIND ZONES I THROUGH 3, T"EGLAS$SVFARATIQN MINIMUM SEPAAKFION FROM THE EXIST* �e "Mowv= 204 =54 vow 0 TAP� ID T �Mt�d PANE" JONAL ESj&ESS PAN9L DETAIL L o rONAL IN19RIOR FASTgNING DgLA-IL fASTENING X-Z/ NIT.S. _­w Pf �T C 11 qA P -0.094,' ?b F, B. -�L_ -44)mal I_ > t T 3 KA SIO Cii _0$7f PARELLiNITH' c5y gw lh� 'W" TYR 'It ANGU'-' TRMi UP 'T mmar VIN. T S V CIVIERLAP LIJ MAK v sl V �t dill 4- 41 C115, N I OADU LI 20�31543: 4 A 4 ANCHOR $PACING-SCHENJUE: 24, GAU5E PAINEI$ PANE !L fASTEN"F TV" tj 1- su, 0, 44 It _40 S1 A'k 48, 71 ILZ M414 -OW rk010 3a 40 �4 V41T70� �Pffw $Z .11;31 49 9 IZ!Tj WA , _0 ,C4 APM_1JrToV_e cokit Tvpt 121 'M ,cj 44,1_1a-, I A"URIM.01-14. COUNTY C2,_,C�r 44, � 1,11 Amckow =k COO a wet Cl M a tAV C011111 T"I tz� t3 Z4 -LI cl C3 ',04�, oX, I S.'T" me-16 !4' f�MOEZ 12,5- -,Mzr L5 a, s. ""i le, It's, it"": , I i 1z"T" mol 144 5�,41 414- I T 14 2Z,!F �Ivl "JI.. �w­ :4r,5*, ICU, ka", '5�41, 12,V av, ex"L t"', loc, lzt, i4'7" �2"` 1 48 72 iz 4gpg ,rI L F= 1K,91,%T�:V` IZXT tie"" _IZ115�1 lav, 31 0 -IT-13-7 M fitie, . 4145P, Ile' 1�,I- Ab`IL�0 4i*­s�v-, 01 k4l, T451 i2:V1!IAiI` 010 "A") Arol 541 s,41, 5w, s-VI 50Y IZ511 1� 12,V' 's., eol 1610 *V &V� iLn 14,vt a�v 11. '18, 911, 110 11 44�0 1,0 12�4 iND" , "2 , IZI, .11 A16! a �3�t: SEA' ItW-441 VV WT-v�� slam T$ 41 Is Mvl_ *V1.1wVzw.Ia15" IIw1wA Amr, �611511 I Uj Y e, 1.1�3 92 12 42,1q 1s_0!v_r 1pqr I&P, it.4", 12�y %A` ltt�l 147, Led, 9�_Vl 51 *W�, wr a V 12,51 C2i �d,111,51�11%1511 IZ511 "j, 18V Its!. L"., rnv-, 33 41. woo 0-NIC 411, *, *0 sa la 1 $16 � A:c i4s.011 01 - 12's" Co" 4 11 2W, ti�_P 1" ".4 013" 1ZY' %25,i 4 it ILLVI 141 4:7" 4-0", a ANCHOR NOTES. A GOA INDI;wev ol sFACM, THE IpaSrm Siptumbn THAIvCIREQLALTC,NE15ATIVEDt%" fQU ON I I H- L, N �FA%TeNrz �i AdN TAIII VA QNI�, SI­M'L INS WD`HMANLWkCjur _�L"MENDAITCAr 5t tww MOCK �IQST $T%I0UPIES%kLL CONFU TO *DOk f 4 Cw E, *300M WAVDMENYJSI­JAL�M�N NOTED IN AN 01IMOOLE,� I mtwmvm EM5E0M*TA­ THsR WAL'�, FI%%HE%,WALL J%H HALL ADEIZOTEL0 TR A A, t ONLY, �CR�WAVER NERO (�51DEWALK WL7) Q+Nr.,O 9TQOLG,M0TH5�*AL4 EfNIE�HM, EWXTH THE ANCHOR S'CHJEDJLES�I5TEG9N MIS *fp, wi We J� -�e: ;w 0ifll'ki 'I WM WA 1.25 4­X1 A�Mmm �5�25� 9,111 kv!! SO& 6 APAV' '4�A' 4 4X� _442 I -A , Z, "Al It 6115, lax A . Gy 4L ;; 4. 11,1' 4,1' V` 111Z V 411 AAL S2V 71 t.2 JUL'I, OHM , _86L 7 T11a U-411 UV i�K 17,51 V .01 _:42s" p, E0 7-T" &71Y 01V1 lrllv� .71, A__2�, t1rA I 149M s ar' 4 1- �2�` S1231 114F�_ ff 4AP 4rl-" 11 �Pl=fe kv le's I I _T (D a) _T (D a) (D a) > a) = a) 0 -F-A 0 _0 0 CL co -0 L_ CL _4� 0 (1) -4Z (n (35 a) 0 0 -0 .= = o = 0 0 0 Z-0 CIO LJ_ +_ 0 CU > .0­0 D a) (n E CU 2 M 1,10- co CZIr M C'J Co CIA L) UP to CL = r= IR C) Cl- CJ 40 C/) -4--ea Cf) 0 L_ Cf) C�L CL 0 C/) co LL] z z SHEET NO. SH 1.5