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HomeMy WebLinkAbout6727-6751 Ripple Pond LpI " ^^'—n ��� � / U: [ -- � --_------�--� -_�--�—_'___��_- INDEX OF DRAWINGS SHEET DESCRIPTION SHEET > 1 COVE R SHEET > 4 BUILDING PLAN (Left) 5 > BUILDING PLAN 6 EXTERIOR ELEVATIONS 7 UNIT 1397 ELECTRICAL PLAN 9 FOUNDATION PLAN 10 ROOF FRAMING PLAN 10.1 ROOF PLAN ABBREVIATIONS Ll LINTEL PLAN & DETAILS FP-1 FIRE PROTECTION DETAIL AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or RA Return Air SN STRUCTURAL NOTES AC or A/C Air -Conditioner ADJ or ADJ. Adjustable FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry RAD or Red. Radius RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor AHU orAH.U. Air Handler Unit FIR or F.P. Fireplace FR DR French Door REG or Rec. Recessed RECEPT Receptacle ALT or ALT. Alternate BC Base Cabinet BK SH or Bk Sh BookShelf BLW or BLW. Below BM or Bm. Beam BOT or Bot. Bottom FRT Front FT or Ft. Foot/ Feet FXD GIL Fixed Glass GC or G.C. General Contractor GFIorG.F.I. Ground Fault Interrupter GT or G.T. Girder Truss REF or Ref. Refrigerator REINF Reinforcing RM or Rm. Room RO or R.O. Rough Opening RS, R/S, R/SH or R&S Rod and Shelf SD or SD. Smoke Detector 313 313 313 :HE 001 7Nn 7N f 1:3 MIDEDE] ID 10 10 -10 > RETROFIT DETAILS WATERPROOFING DETAILS SS WP PA1.0 PRODUCTAPPROVALNUMBERS BP or B.P. Bypass (door) GYP BD or Gyp. Bd- Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves PA1.1 PRODUCT APPROVAL NUMBERS CIR or Cir. Circle CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal SL or S.L. Side Lights SPECS or SPECS. Specifications PA1.3 PRODUCTAPPROVALNUMBERS PA1.4 CLG or Gig. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir > PRODUCTAPPROVALNUMBERS CMU Concrete Masonry Unit COFF or Colf, Coffered or Tray Ceiling ILO In Lieu Of INSUL or Insul. Insulation SQ FT or SF or S.F. Square Foot (feet) SQ or Sq. Square 6 UNIT TOWNHOMES SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 SH1.2 COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor INT or Int. Interior KANALL or K/Wall Kneewall KS or K.S. Knee Space STO Storage SW or S.W. ShearWall SYP or S.Y.P. Southern Yellow Pine > HURRICANE SHUTTER PRODUCT APPROVAL HURRICANE SHUTTER PRODUCT APPROVAL CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered SH1.4 CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken > HURRICANE SHUTTER PRODUCT APPROVAL D or D. Dryer DB Door Bell LL Lintel Length LT Laundry Tub TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA. or Dia. Diameter MGT Management (room) TYP or Typ. Typical ------- DISP or Disp. Disposal MIN or Min Minimum LIC or u.c. Under Counter DIST or Dist. Distance MIR or Mr. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VI3 Vanity Base DV or D.V. DryerVent NTS or N.T.S. Not to Scale VERT or Vert Vertical MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional VIL or V.L. Versalam VTR or VTE Vent through Roof / Exterior Worw Washer ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal PC Pull Chain PED or Ped. Pedestal PH Phone Worw/ With WA or W.A. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES EW or E.W. Each Way FXP or Exp. Expansion EXT or Ext. Exterior PKT or Pkt. Pocket (Door) Pl. or P.L. Parallam PLF Pounds per linear foot WD or Wd Wood WDW HDR or WOW HDR. Window Header WH or W.H. Water Heater THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT FBC Florida Building Code PLNT SHLF or Pit. Sh. Piant Shelf WICorW.I.C. WaIk4n Closet IS SIGNED AND SEALED OR WHILE FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) CURRENT CODE IS VALID FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Fir. Finished Floor PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire WIP Water Proof(ing) WS Water Softener WWF Welded Wire Fabric (Mesh) CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. PLAN REVISIONS DATE VERSION DESCRIPTION Notice to Builder & All Subcontractors 01/21/11 1.0 NEW CONFIGURATION 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 08/22/11 1.1 REV 1501 KITCHEN 09/14/11 2.1 VALUE ENGINEERING REVIEW OCT 0 6 2022 Virtual Review Assist, Inc. Plans Review completed and approved 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. 01/19/12 3.1 SHAFTLINER DETAILS 03/16/12 4.1 BUILDING CODE UPDATE Ion by Debra Anne Klahr PX2300 12/19/20 5.1 FBC 2020 CODE UPDATE 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 02/18/22 5.2 NEW PLAN NUMBERS PER C.M. 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 1� 1E 14 14 the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and EOR 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 EOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. To a best of the Engineer's knoWedge, information and belief, the 0 tructural plans and specifications contained vAthin these dre 'ngs comply vAth the 2020 Florida Building Code - Re sl ential 7th Edition. Engineer's signature and seal is only for th ctural engineering portions of the dravving pages bearing Engi eer's signature and seal. O� y 0 ILIL a C14 .. < -J U) Ln LU Ln Of U Lie ra Z ZO CL cc C%4 co Co M CN CD JOB NO: 22-01577-01572 SCALE AS NOTED SHEET NO. *DIAGONAL SPACED AT 15'-0" O.C. MAX SEE ROOF PLAN SHEATHING BLOCKING 2X4 BLOCKING XVV BETWEEN TRUSSES SECT. A -A A G.T. CONTINUOUS LATERAL ADD 2X4 ALONGSIDE BRACING- NAIL OVER TOP CHORD WHEN REQ'D X-BRACE AS SHOWN- TO PREVENT PLYWOOD INSTALL BLKG. AT TRUSS X-BRACING - 2x4 SPF OR SPAN FROM EXCEEDING PACK WEBS FOR NAILING SYP w/ 2-16d @ EACH TRUSS MAX 24" SPAN (EITHER ITRUS WEB SIDE OR BOTH IF REQ'D) CROSS BRACING DETAIL (TYP.) 1 SCALE: 1/2" = 1'-0" PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS (2) 12D NAILS —t AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 CON1. MAY B FRAMED RIDGE 2X4 STUDS &PLATES AT O.C. MAY BE NAILED EACH DIRECTION TYP. U.N.O.N.O. (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 2X8 BILKING. NAILED @ EACH COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD HEN SIDE w/ (3) 12d NAILS WHEN SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & REQUIRED w/ (2) USP REQUIRED SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION - X 1 1EACH 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. �C 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/ 2-16D NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg g 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 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 DIRECTION TYP. • CHORD AT ALL HAND FRAMED AREAS TYP. -----LWOOD TRUSS —J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1/2"=V-0" 2 x P.T. BLOCKING BY FRAMER FOR PROVIDE 25" LAP PLYWOOD EDGE SPLICE @ F.C. REBAR NAILING — PROVIDE (4) 10d TOENAILS FROM TOP -CHORD BEARING TRUSS TO LEDGER FLOOR TRUSSES @ 24" O.C. 2) 2x8 SYP #2 P.T. LEDGER ATTACHED TO MASONRY w/ (2) ROWS 1/2" SIMPSON TITEN HD, MIN. 4" EMBEDMENT PER 54/D1 SPACING. DOUBLE KNOCK -OUT BLOCK w/ (1) #5 CONT. IN EACH COURSE. FLOOR CONNECTION a@ EXTERIOR WALLr, SCALE: 3/4" = V-0" SCALE: 1/2"=V-0" VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR USP RT7 OR HCLR/LL W/ 8 - 8d IN PLACE OF (4) 10d COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR USP RT7 @ 48" O.C. BEVEL CUTS (OPTIONAL) DIAGONAL 2x8 #2 SPF RIDGE BEAM AT 8'-0" WOOD MAX TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 7-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT—/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING SCALE: 1/2" = V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT 2'-0" MIN. LAP SPLICE 6" 6" 1'-0" 6" 6" TYP. TYP. O O 1 O O O 0- SPLICE O 1 O O O 2'-0" SPLICE BEYOND T-01' PART. ELEV. VIEW Z�Z7 e1 • 1.1 • 1 In: LEI LEI 101 [ED —IIIIIIIIIII■—'—� HIP G.T C (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 1/2" TITEN HD STAGGERED @ 24" O.C. w/ 4" EMBEDMENT & 6" EACH SIDE OF SPLICE & EACH END. EDGER OGETHER w/ PART. PLAN VIEW (2) ROWS OF 10d @ 6" O.C. LEDGER SPLICE DETAIL 54 SCALE: 3/4" = V-0" PROVIDE 30" LAP SPLICE @ F.C. REBAR. PROVIDE 8d NAILS —@ 4" O.C. FLOOR TRUSSES @ 24" O.C. DOUBLE KNOCK -OUT BLOCK W/ (1) #5 ALTERNATE: CONT. IN EACH SINGLE 2x8 SYP #2 P.T. COURSE LEDGER ATTACHED TO MASONRY W/ (2)-1/2" DIA. TITEN HD MIN. 6" ` EMBEDMENT PER 54/D1 SPACING USP HGAM10 @ 4'-0"O.C.T&B FLOOR ATTACHMENT 50 SCALE: 3/4" = V-0" MAST SEE M\ 17d T/1CAIA ILS 2X6 P.T. CONT. LEDGER T&B W/ (2) 1/4" X 3" TAPCONS @ 24" O.C. T&B TRUSS uvr ./'.cv wu r v1 r vv x 1 Y2' NAILS TRUSS TO LEDGER LEDGER DETAIL SCALE: 3/4" = V-0" SHEAR TRANSFER EXTERIOR. WALL 52 SCALE: 3/4" = V-0" OPTIONAL 6" WIDE BOARD BATTEN 12 STRIPS TO ELIMINATE 3/4" AIR SPACE. SEE MANUFACT. SPECS. SEE FOR INSTALLATION. ELEV. H-STUD 3/4" MIN. AIR SPACE SEE ROOF PLAN FOR STRAP INFO. WOOD TRUSS 1" DENSGLASS ULTRA TOP COURSE W/ ATTIC DETAIL - ADJACENT TO TRUSSES SHAFT LINER 1 #5 CONT. OPTIONAL 6" WIDE BOARD GA ASW 1002 SCALE: 3/4"=1'-0" SEE PLAN BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. 2x4 BLOCKING @ 48" O.C. MAX. W/ 5 LB FELT (SHINGLES) TOP OF PLATE SEE MANUFACT. SPECS. (2)16d TOE NAILS @ EACH END & FOR INSTALLATION. GLUED TO ROOF SHEATHING IRE RESISTANT OSB 7/16" - 2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE CEILING BOARD PRE-ENGINEERED ROOF RUNNER TO SHEATHING OF WALL NOT STAGGERED TRUSSES AT 24" O.C. MAX ABOVE AT EACH SIDE OVER PARTY WALL LINTEL SEE 2x4 LEDGER @ 48" O.C. PLAN MAX VERTICALLY NAILED (2) LAYERS 1"x24" PROPRIETARY TO TRUSS WEBS W/ (2) SEE PLAN TYPE "X" GYP. PANELS INSERTED 8d (TYP.) TOP OF WINDOW - BETWEEN 2" FLOOR & CLG. RUNNERS BASE BOARD W/ 2" STEEL H STUDS BETWEEN ° ° EXTEND BURN CLIPS AS PER PER SPECS. ADJACENT PAIRS OF GYP. PANELS. o o FIRE WALL MFG. 2 x P.T. BLOCKING WINDOW PER PLAN 2" FLOOR RUNNER ° ° R30 INSUL. MIN. SPECIFICATIONS NAILED INTO BY FRAMER FOR PLYWOOD EDGE W/ 3/16" DIA. x 1 3/4" I o a I % 2X4 LEDGER ONLY AT EACH NAILING TAPCONS AT 16"x SIDE OF STEEL "H" STUD. O.C. FIRE CAULK PROVIDE (4)-10d RUNNER TO BLOCK TOENAILS FROM 8" C.M.U. WALL TRUSS TO LEDGER WALL EACH SIDE02 (1) LAYER 1/2" HIGH STRENGTH EACH SIDE STD 909 HOOK OR 5/8" GYP. WB. W/ 1 3/8" NOTES: DRYWALL NAILS OR DRYWALL 3/4" FLOOR 1. SEPARATION WALL IN THE SCREWS 7" O.C. EDGES. SHEATHING ROOF SYSTEM PROVIDES 2-HRS. PROTECTION PER GP WHI 945-0743. 10'-8" 2. MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS 1x P.T. NAILER INSTALLED 2-HRS PROTECTION PER (SEE FILL CELL PLAN FOR LOCATIONS) •:. AFTER INSTALLING RBC'S UL-U905 8"x8"x16" CONC. KNOCKOUT 2 x P.T. BLOCKING BY FRAMER FOR BLK. W/ 1 #5 ROD CONT. PLYWOOD EDGE NAILING FILLED W/ GROUT (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) 4"x4" INSPECTION PORT AT ROWS OF 1/2" TITEN HD STAGGERED @ EACH FILLED CELL (TYP.) 24" O.C. w/ 4" EMBEDMENT & 6" EACH U SIDE OF SPLICE &EACH END, SEE 54/D1. Z � 1x P.T. BASE NAILER PRE -ENGINEERS AT FLOOR TRUSS AT TRUSS' 3/4" PLYWOOD DECKING GLUED AND a NAILED W/ 8d COMMON AT 6" O.C. N g 909 HOOK (SEE DETAIL) TRUSS LEDGER 24" O.C. EDGES AND 12" O.C. FIELD . t (4) OdNAIL o TOENAILR S GYP. BOARD CLG. GYP. 1/2" GYP. WB. OR 3/8" PLYWOOD/TYP 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/ 8d COMMEN AT 6" O.C. TO ONE SIDE OF FLOOR TOP CH I TRUSS FOR AN AREA < 1000 S.F. AND SEALED 00 TEI PENATRATION AREAS W/ FOAM. DRAFTSTOPPI SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL AREAS 8"x8"x16" CONC. KNOCKOUT CK W/(1) LAYER 1/2" HIGH STRENGTH OR 5/8" GYP. FILED W/GROUT D CONT. WB. (OR 5/8" GYP. TYPE "X" @ GARAGE W/ 1" P.T. NAILER A HABITABLE ROOM ABOVE) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS R-3 MIN. INSUL. PER. FBC. 7" O.C. CEILING, 8" O.C. WALLS & 4" O.C. EDGES 1/2" GYP. WB. (1) #5 VERT. IN FILL CELLS TYP, "S" MORTAR (TYP.) (SEE FOUNDATION PLAN FOR LOCATIONS U 8" CONC. BLOCK (TYP.) ? J ga 1x P.T. BASE NAILER N g 6x6 W1.4xW1.4 WWF. 4"x4"INSPECTION PORT. AT EACH FILLED CELL (TYP.) 0 r (4) #5 CONT. STD. 909 HOOK ON 3" CHAIR g" 2'-0" 8" (SEE DETAIL) 2-STORY PARTY WALL SECTION rPWO't\ SCALE: 3/4"=V-0" SEE 53/D1 FOR LEDGER CONNECTIONS 1/2" GYP. BD. —� (2)-1 X 4 P.T .... NAILER BASE BOAT PER SPEC: CONC. SI SEE FOUND 6 MIL VISQU TREATED; DOUBLE KNOCK -OUT W/ (1) #5 CONT. IN. EACH COURSE REINFORCING W/ MATCHING #5 DOWELS IN SOLID GROUTED CELL W/ MIN. 25" LAP SPLICE MIN. 8" C.M.U. WALL 0 6 20221 Virtual Review Assist. I - f Plans Review completed and app I� e Ir compliance with the 2020 FBC 7th Edition by Debra Anne 1(lahr PX2300 ;1 1 `r F.F. 00 VARIES WITH N SITE GRADES SEE PLAN 3 #5 CONT. 20" 4 L TYP. 2 STORY WALL SECTION SCALE: 3/4" = V-0" VN CCD Ja z _�ix v To the best of the Engineers knowledge, information and bellef, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E 4 o co N Ol ,'s 0 2 � � � W in��12 R;; fA cn v "` " N u. CM. _ — rL 5 L7 j W fan w c � _ _ Y 4 o WW 8 N tD 0�O_jO' m _ N N Z J ZN OU W 00 z z z � � ti � z CD o rL N ur e te U 0 W l� c •, asU_ 8 a� = ; U o • a C S O CCM �w z M J L.L EE O w� � N V w� E c' XUZ) a U °x w¢ o O a aoW<Zd 0zE J0 zN C: J EZ 3 a� 8 W wo ,Z -e � ,w �5 co 101 3 c N O >Li) 0 (o = B �.� O O LOLO T Al L- T"' Co O Q T O OO i11 O T 2 0 04 Lr) N rl- O M Q 1 o� Liu O co r ai (a O o Z T iri E N B M c 11 E w U _j < 0 JOB NO : 22-01577-01572 SCALE : AS NOTED SHEET NO. D1 Room 1 Wall 2 3'-0" L 1'-0'. L 2'-6" 9 L 2'-0" L Room 1 Wall 3 Room 1 Wall 4 �o IxE °0® 0° 1'-6" 10" � 2'-9",},10" L CABINETS ABOVE 000 s oo�o WASHER DRYER (OPTIONAL) (OPTIONAL) LAUNDRY INTERIOR HOMES SHOWER OPTION GUEST BATH KITCHEN - K2 INTERIOR UNITS W AF.F. FOR POSSIBLE SHOWER KITCHEN GRAB BAR PER ADA REQ. TF F W019•AF.F.POSSIBLE WALL HUNG BENCH SEAT PER ADA REO. a 6 BAC19NG --Z MB2 ADA REQUIREMENTS - BATH Room 1 Wall 5 00000o O DW a L 10" k 2'-0" �Pj Gq 0 60 1 L1 10'-4" 25 SH OWNER'S BEDROOM 9'-4" FLAT CLG. CARPET 12-114' T-114' 2868 2868 V/ is FD 0. BATH 9'-4" FLAT CLG. TILE FLEX ROOM 9'-4" FLAT CLG. CARPET SIM. w/ SYP G STUDS @ 12" S3 O.C. �E BATH 2 4" FLAT CLG. TILE U0 34„ 2 -8„ 3' L--- - ��60 N R&S 5-SH 2868 (3) 2x4 #2 SPF w/ L 206 w/ 3/4" ANCHOR B LT & (10) 16d - AILS R&S 2668 BF SIN 4'-9:" BEDROOM 2 9'-4" FLAT CLG. CARPET EGRESS 1 COVERED PAT I O 9'4' CLG. A.F.F. CONCRETE 8080 S.G.D. 1 L1 LIVING ROOM 9'-4" FLAT CLG. CARPET 13'-04" DINING 9'-4" FLAT CLG. CARPET O o ((/ SP� O I I 0o I fir---- o r W I a ih i D/W Z -- l II1L_J1KITCHEcr 9'-4" FLAT CLG. 711 STUDS TILE 00 3 2868 L.AUN. I 9'-4" FLAT CLG. ;n TILE I W_ DBL. 01 2668 BF 2868 2868 `O I ATTIC I` FOYERL-�S 9'-4" FLAT CLG. TILE 3068 1 ENTRY L1 9'4" CLG. A.F.F. __ N CONCRETE = 1-CAR GARA E ------- 9'-4" FLAT CLG. - CONCRETE - - r------------ I G.T. I I ----i I I - I I I I I I I I I K I 1'- HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 91/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 71/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25i S.H. 13 20 X 38 J 18 4 X 37 J S.H. 14 20 X 501 18 J X 50 S.H. 15 20 X 63 18 4 X 62 4 S.H. 16 20X72 18JX714 S.H. 1 H2 271 /4 X 26 26 X 25 1 S.H. 11-13 271/4X38 26x37 S.H. 1 H4 27 J X 50 1 26 x 50 S.H. iH5 274X63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 1 36 J X 37 3/4 S.H. 24 37 J X 50 J 36 J X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 } WIDE S.H. 32 54 X 26 52 J X 25 i S.H. 33 54 X 38 J 52 J X 37 i S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 J X 62 4 S.H. 36 54 X 72 52 1 X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. UNIT 1397 - FLOOR PLAN SCALE: 4"=V-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" DA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 O +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 �G SEE SN SHEET HO SEE SIN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 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. M 1507.2 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 9'-4" TOP OF MASONRY WALL 10'-8" TOP OF MASONRY WALL 11'-0" TOP OF MASONRY WALL 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 1ST FLOOR LIVING 1400 S.F. GARAGE 241 S.F. LANAI 101 S.F. ENTRY 21 S.F. TOTAL SQ. FT. 1763 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) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. oM Qm X 0- _00- N S2 U) 0 i !J W a � - -a-0 �- E c s U .O C ,4 +- -a o LU N N 0 6 / i"i 0 y' ` '% v 7 5 -01 /7 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. In W E Q O8 N # O N J tO U Co it M N NC) LL o- Y tj o Z J 0 20 o oG o w � § 'ro N o X O � W m W Co Cl) Z LO C14 ILv N Q U L y 00 Z ❑❑❑ W (D V M � z Co z Q � U) - N N z C1 � o .2 u- a) 4­1 N (z w W V00 _2 ,., S V) c Y W s U 0 � 0 Q N sm O co w Z o o W° ¢s a Z® oa °rc z O N d„ i z ao a O a Z ¢� W L rp O gz $U0 U � 0 f° O O� Z z J am Qz 2Z O� o U n o§ A �,wzr W V as o Q1_ x wa J o �_ aF Nr °za o� c O c rn 1_-. O > O Lid r � O M C T Q r Cr 0 00 O Wm Q T CEO N c 0 N � Q CD 0) cI CD � r m co 0 z E M :3 r Z c E '" Go) m c a U 0 JOB NO: 22-01577-01572 SCALE : AS NOTED SHEET NO. 2 I'I" 3'-3" T-3" 6-10" op CABINETS ABOVE 0 o o loll 0 0 (D 0 161 WASHER DRYER (OPnoNAL) (oPnONA1) LAUNDRY EXTERIOR HOMES SHOWER OPTION GUEST BATH KITCHEN - K EXTERIOR UNITS @ 36' A.F.F. FOR POSSIBLE SHOWER KITCHEN GRAB BAR PER ADA REQ. INF W 17- T01T AF.F. FOR POSSIBLE LM eENCH SEAT BEWN SEA PER ADA REO W BACKING Mgt ADA REQUIREMENTS - BATH 14'-0" 13'-0" T-8" 10'-4" 1 V-8" 1.1'4" 1 L1 C to (o 0. BATH o jJ) 9'-4" FLAT CLG. TILE T-0" O M EGRESS OWNER'S BEDROOM 9'-4" FLAT CLG. CARPET 12'-11 2868 m I I I� Icr WIC I N I 1 21- - - - - - - - - - - - ----------- CO ERED P T10 9'-4" 9L.G. A.F.F. CO CRETE 2'-0"It I 8080 .G.D. it _ m O I I A S3 LI ING ROOM 9'4" LAT CLG. CIARPET I i\ ® • O 10� 2068 BF K1 f w 9,-5„ Fo 10 AM KITCHEN II 9'-4" FLAT CLG. STUDS I I 42" HIGH D TILE CC 12' O•C I KNEEWALL I S3 SINK w/ G i i b DISPOSAL S3 I � r -1 I D/W "T--- lrirrirrrrrrrr1: 1 WAL,irrrrirrirr,r _nILEHER '0 56-6S8HE �r A.F _ Fn 6'-0" BATH 2 9'-4" FLAT CLG. IP ATTIC I 1 �-AC�ESS� L1 1-CAR GARAGE 9'-4" FLAT CLG. CONCRETE i--------------- I I I I � I I I I 1 K I~ O I 10 I I � O 2868 0 r ' I I O DINING 9'.4' FLAT CLG. CARPET O I 9'-11a' G S4 I S3 CSi3)-\ 7'-0" (3) 2x4 #2 SPF w/ L TS20B w/ 3/4" ANCHOR B DLT & (10) 16d NAILS FLEX ROOM QuJ 9'-4" FLAT CLG. o CARPET w 7' �SA 3 DVB�1 >i N BF BF � �I DI r---- _ - --t I♦ I Ir Cl) I � 2668 BF11- G.T. BEDROOM 2 9'-4" FLAT CLG. CARPET 25 SH O oO 9 Id O 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 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 X 25 S.H. 13 20 X 38 J 18 4 X 371 S.H. 14 20 X 501 18 J X 50 S.H. 15 20X63 18X62 S.H. 16 20X72 184X714 S.H. 11,12 271/4 X 26 26 X 25 J S.H. 11,13 271/4X38J 26x37 S.H. 1 H4 27 J X 50 1 26 x 50 S.H. 11-15 27JX63 26X621/2 S.H. 11-16 271X72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 381 36 J X 37 3/4 S.H. 24 37 J X 50 J 36 J X 50 S.H. 25 37 X 63 36 4 X 62 1/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 � X 25 � S.H. 33 54 X 38 � 52 '} X 37 � S.H. 54 X 501 52 J X 50 S.H. 35 54 X 63 52 J X 62 S.H. 36 54 X 72 52 J X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. UNIT 1500 - FLOOR PLAN SCALE: Y4'=1'-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 DO +28.3 / -37.0 +26.16 / -29.1 O +26.6 / -33.5 SEE S NN SHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 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 class 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. M 1507.2 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 9'-4" TOP OF MASONRY WALL 10'-8" TOP OF MASONRY WALL 11'-0" TOP OF MASONRY WALL 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 1ST FLOOR LIVING 1517 S.F. GARAGE 260 S.F. LANAI 104 S.F. ENTRY 20 S.F. TOTAL SQ. FT. 1901 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) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. �f; O N ~ M N m X a- -a _ N N (l; � r �• _r �t - a_� _ F_ C u� O O U W N CV O N 0 M 0 r-:r'j,°° `%%tjlit; LE-ioii-C. N r 787d3 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with tiie 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 'lot coo Q Mg N CS - 11 J LL Q 3 G ao w gMvr-L� 0 W °' x LL LL ti UJ J 0 no c mCS OLO W t- r°n�O�jO' ¢ ¢ d "j. Go a N M Z W y O Z p V v _j W r7�❑ (Dg?V (D z N z z 10 a tV N z cn � (a w o p V w Q) c l/1co �N r rUia E t 8 I ¢ �m M M � o 1 Lj_ E"o I .o , , � >& i E OU F �� oo wo co o o� zE! o E N �= o w= ¢� r0 C - C .9 o iz z yo ° Y. " z Val o � o W a �w a O 1Ix v za °3 �N O > M _co o, O O > O L O T co Q t O 00 rCr^ v J o m fir( T ` CEO Ln N O 0 N CO Q O Ct� 0 M r iu 0 0 M T iri N E 42 Z r_ a w a o C JOB NO: 22-01577-01572 SCALE : AS NOTED SHEET NO. 3 1 NIT 1500 NIT 1397 NIT 1397 SYMETRICAL SYMETRICAL 0 BUILDING PLAN (Left) SCALE: 3/16"=1'-0" AREA TABULATION 1ST FLOOR LIVING 8634 S.F. GARAGE 1484 S.F. LANAI 612 S.F. ENTRY 124 S.F. TOTAL SQ. FT. 10854 S.F. O 0 "UcMv N "n X U- n.- � O �- .� (4 C , L)�C`'-f. Z to g N < :ram o aD < a,) C: J (t V O G Z5 0 W 1-J.. N N O N O O �atttd:9ddld! i ••���E P� -;'�a "L �'10, NO E V� at 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. r- m E a oo �8 Nf$,# N N p1 -j V Cps CN J 0 7 Lo W r7l ik , LU a NCCvo LLa ' Y a N co Q J LL LL 0. (' O _Z �mm 0 p�o _O J m W O'O1 N dGo �� Z N M Z Y y 0 ILW Z pV 5 3 0)) ❑ ❑ ❑ z z o J d LL1 13 - N N z �4-J � U � _ 0 W sWeL N c 04 ® � J E z� .c rti � 1 OD e Q sm �w M Z o 2 E ZO TN a E [� O oqa Up F— E XU a�° �U z Z O az wz • n3 � C C Z YVJ y 0 m O O Y Z Z z z d �b 5c°� a W V �g z Y� O y W Y F- = ax °Zl�d o 3 �N 0 >L6 Cl) (a o T Al WL O M Co r OO V/ EgoO T Q T H 0 L .) r- N N Q CO O Lo r ai E M •c• Z m Z �� N m C E ur JOB NO: 22-01577-01572 SCALE : AS NOTED SHEET NO. 4 SYMETRICAL SYMETRICAL UNIT 1397 UNIT 1397 UNIT 150 BUILDING PLAN (Right) SCALE: 3/16"=1'-0" AREA TABULATION 1ST FLOOR LIVING 8634 S.F. GARAGE 1484 S.F. LANAI 612 S.F. ENTRY 124 S.F. TOTAL SQ. FT. 10854 S.F. ti 0 O C7 Qm X I (1 Z MC m 7 ) -O rl C' f" f� d �L W N W Q 3 > '— T c' 11 a .0 W C U a ? O LLJ N O N O Oil ��,� �i ��••• U� e ;�• No P E719750 • STATE OF • <; J••• 41 C` ••• R `C �,. G��,�'► To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W � W E g m C N N J Y W J LL ac LL int-�D J a M � LL SN e LL U- a W S Z V.O O 0 tm� OF mOJ NcW o��� TZN Lo OLLZ UUJy ❑�❑ M V M Z N Z J f` N Z a � o .2 LL 4-j cn (� w � V -� O 8 N c W J €g z z � Q � N s�o w M M � O LJL ce E 90 a O E U wo 90 o¢¢u H O RWo � U aI � U RZ Nc� wp ww ¢� wy0 COOU S a f ZF Z C" tU J "m e QW fm � o� �o U CL a L w W U �o °mLL �— O <� MiO CO w �O aF � za u3 C 0 C)> Cl)V co\V O) p > � LO LO � rn L Q M CO T Q v C) CO U) O v/ m T Q T N � CV Q OLO c.6 O T \ r� N O M O z ET 0 z a JOB NO: 22-01577-01572 SCALE : AS NOTED SHEET N0. 5. V SCORED BAND 11'-0 ATT. _ _ PIATE HHl Pd•A PU N9NDOA S'SCORED BAND �� ` MEN \ �r�r�r��r����������������t•���� �������������� ��� ����������� �WW�WrM��WWWWW�W�W�W ����r��r������r�����\�WW�WWWW�WW�W�W���WWWWWW�WWWW�� r�������������r�r��r����'. ■■■ ■■■'.-14 �� ■■■ ■■■ ■■■ ■■■ -- IN 0 mils'l - Mongol . ■■■ ■■■ ■■■ ■■■ "0101 'I'm I 11 1 "�� __ Elm F! ��•— - A I Z INTE W-0 I ET mi !•SCORED `CEMENTATNN/8 `CEMENTAT1oAA \_C MENTA"OU9 gANp T MRED FlNIBH TEXTURED FINISH TEXTURED RMSH TYPICAL TYPICAL TYPICAL FRONT ELEVATION SCALE: 1/8" = V-0" TYPICAL TYPICAL IY llALL TYPICAL SHINGLE ROOF TYP. — — — — — — — — — — — — — — — — — — — — 21'-r A.F.F. — Zl FUTETiEJ23HT REAR ELEVATION SCALE: 1/8" = V-0" 21'4rA.F.F. GABCE-PLATE NE-IGFIT— — — — — — — — — — — — — — — — ----- 12 8F_� _ 11'-0•AF.F. 11'-0'AF.F. PLATE HEIGHT PLATE HEIGHT _ 94*A- .F. 914'AF.F. �'LAfEI J�FiT PUTE—fF EfT.Mf — - T-T AF.F. T-T AF.F. -------------- WINDOWHEADER HEIQiT WINDG�N HEADER HEICNT ------------------ 6. SCORED B•SCORED BAND 0 BAND BANG :. ;::? r � '.r - .rl d .,`. y ..,.. ;. , - -C z ..a . ....-._ :e •, �... y ,a- :-.t'.!:"l. h#'a:,�.n-- 10 0- _NSHtDFLOOR --1. ..1- CEMENTATIOUS 8• SCORED 8• SCORED CEME'lTATIOUS TEXTURED FINISH BAWD BAND TEXTURED FINISH TYPICAL TYPICAL LEFT ELEVATION SCALE: 3/16" = V-0" SHINGLE ROOF TYP. S' SC( BAND RIGHT ELEVATION SCALE: 3/16" = V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION *Ill 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. cxterlor uovering 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"-111 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 111 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 A11 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 ti O p Qm N M tl n- N -0 C) M C IV, Li �CD 'E <r . Q Q / N 4. ^21 T L C t1� O O F o W N O N O `I.'rtilt11)fB`ll All i N0 7.875 o w '.. STATE OF S- w Ile To the best of the Engineer's knowledge, Xr—matlon 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. oo I- aI- E ttpp ��p QN - ik 'm LJL 0 0 It Lu 93 � ,n N C4 0 U- (L YY� J LL U. a S rn Z ra� O r— w C O J co ��pjO' d Z AID L N MZ-AiO Z pv U y W ❑�❑ Z a N E3 N W t/ ! Z 9 �4- N OLU 8 N c Ln ru '5 U c Al O W M Z a o E �° ?• Q o f6 U t� C �? 20 R� a Up 0U Z O E N �o �a 0,nW go ° Z Z ieM N Vi CY ws D� Z Z In t1 J `D m am a w �z W -) O� �� 10 ° �W = k (j N � 2 J o Z� (Ifo � is ax I- i;3 CCN �C:) c > rn O^ L I T � M Co O Cr o 00 / �� v J o r— T = itLo 0 N � N 10 CV O r Y / r ui CD Me Z E m m a tJ � ¢ p � JOB NO: 22-01577-01572 SCALE : AS NOTED SHEET NO. 6 'll ,�-1"'t ail®ral,e ee. 7llf"" , ,1tl .'." i " rt a r..'_, .. IfPr�lAlq� 4�Rl ISIh ��1'�! - 111 lewIFIT 11e � ,I 11 Tjll'1I}I'W _ - - 114 "111111 1 IT I ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150AI200A INDOOR PANEL CENTER 01 #14 to lights & outlets NEMA 1 #12 to appliances and GFI 15a AMP/ 200 AMP 10 #10 to WH 10 #8 to Range 10 x8 to HVAC METER MAINT 50=2/0 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND SERVICE BY POWER CO. INTERSYSTEM4 Tnecl, Bare Cu Ground BONDING GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 jCLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FEPc DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 4�3 THREE-WAY SWITCH �'4. FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN ,O\ EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) �10 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT A] ELECTRIC METER mpg ELECTRIC PANEL DISCONNECT SWITCH �_Z/� G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT 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. SMOKE DETECTORS SMOKE DETECTORS SHALL BE IN ALL SLEEPING AREAS, SHALL BE INTERCONNECTED, SHALL BE WITHIN 1' TO 3' OF PEAK, AND SHALL BE 3' FROM THE SUPPLY OR AIR STREAM, AND EQUIPPED WITH BATTERY BACK-UP. ALL SMOKE DETECTORS TO BE ARC -FAULT PROTECTED. FAIR HOUSING ACT REQUIREMENTS: OPERABLE PARTS OF THE CONTROLS FOR LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS AND OTHER ENVIROMENTAL CONTROLS MUST BE LOCATED NO HIGHER THAN 48", AND NO LOWER THAN 15", ABOVE THE FLOOR. IF THE REACH IS OVER AN OBSTRUCTION (FOR EXAMPLE, AN OVERHANGING SHELF) BETWEEN 20 AND 25 INCHES IN DEPTH, THE MAXIMUM HEIGHT IS REDUCED TO 44" FOR FORWARD APPROACH; OR 46" FOR SIDE APPROACH PROVIDED THE OBSTRUCTION (FOR EAXMPLE, A KITCHEN BASE CABINET) IS NOT MORE THAN 24 " IN DEPTH. OBSTRUCTIONS SHOULD NOT EXTEND MORE THAN 25" FROM THE WALL BENEATH A CONTROL. is TO S SEN W W.C. 2" VTR 2" VTR W.C. PLUMBING RISER N.T.S. NOTE: Licensed Plumber to verify and has the authority to change as needed to comply with the current code. C. MITARY 'ER UNIT 1397 - ELECTRICAL PLAN SCALE: 3/4"= V-0" r C)O i� O 0 co N Q CO ;,G U_ rj_ r -0 © 1.- M C W �oo U oW CV CV O CV 0 M O t •'°'( �': LEA✓,`f �!:s �•,��CENS ° ,`,� No F�7875A' - A 5-' STD. T = Cr= ' 4./ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C) H o � coFZ* $ m d N O 0. a y' M V Y rp U. LL. tL Z mc°a 0 = o � 0 1_ W Z FeL 03 m O J W 0 W ' do ZO a "Z Lr)N cV,1 Z a• rn 0 = pV c�_jvVi W c Z N �f�y' Z O Q Q J a r` z (D y Q �N W C U O—� W 8 �N = U) U a; �— E as c U) • Ia a S0 oco w M 2 V5s z g 1UUo�° a ❑z❑nm>a 00 Do OnFz t ¢ oZ W Z z ozC o7ZZ O� o z®� WONEz U < � r j y W CDtt CD co �V W F O r 0l� ij z 3 c 0 Ln (o — ai � O O r � O Co r Q _M 60 � o In r Q T CEO N = o N Q C:)L!) C6 0 O T � illCD M o m z T E Z m c a. 0 _j Q p = JOB NO: 22-01577-01572 SCALE : AS NOTED SHEET NO. 7 ut�u�ul�luYl,�luusu r, I�wu� i _Ili,L ut a r11 ,I.a LIw.ua� l� , >_e _ a L r ,► k'j +u r+ It t u, t�, .4s� 1�u�salluLyYW.11utlull, L ! 1 L ,�4ti /--- I. L l .,ill L 11.1 dt. I1s,16VlLiWI_W11JLI1.i911YI1JnNWui� a li.. +� L l 11W���111 I 1I 'L ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/200A INDOOR PANEL CENTER NEMA 1 150 AMP/ 200 AMP #14 to lights & outlets 912 to appliances and GFI a10 to WH N8 to Range N6 to HVAC METER �l II 7 50=2/0 200=4/0 in 2" Conduit 200 amp 150 amp ND UNDERGROUND sc nn t SERVICE BY POWER 4 Bare Cu Ground INTERSYSTEM BONDING 44 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44' AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance With R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped With a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided With a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The Width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH �4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE 0 EXHAUST FAN ;Oo EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) kEg PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER owl_ ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN 69 (1) PHONE LINE, (1) DATA PORT 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. SMOKE DETECTORS SMOKE DETECTORS SHALL BE IN ALL SLEEPING AREAS, SHALL BE INTERCONNECTED, SHALL BE WITHIN 1' TO 3' OF PEAK, AND SHALL BE 3' FROM THE SUPPLY OR AIR STREAM, AND EQUIPPED WITH BATTERY BACK-UP. ALL SMOKE DETECTORS TO BE ARC -FAULT PROTECTED. FAIR HOUSING ACT REQUIREMENTS: OPERABLE PARTS OF THE CONTROLS FOR LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS AND OTHER ENVIROMENTAL CONTROLS MUST BE LOCATED NO HIGHER THAN 48", AND NO LOWER THAN 15", ABOVE THE FLOOR. IF THE REACH IS OVER AN OBSTRUCTION (FOR EXAMPLE, AN OVERHANGING SHELF) BETWEEN 20 AND 25 INCHES IN DEPTH, THE MAXIMUM HEIGHT IS REDUCED TO 44" FOR FORWARD APPROACH; OR 46" FOR SIDE APPROACH PROVIDED THE OBSTRUCTION (FOR EAXMPLE, A KITCHEN BASE CABINET) IS NOT MORE THAN 24 " IN DEPTH. OBSTRUCTIONS SHOULD NOT EXTEND MORE THAN 25" FROM THE WALL BENEATH A CONTROL. U W Z Z O is TOE SEN W W.C. 2" VTR 2" VTR W.C. PLUMBING RISER N.T.S. NOTE: Licensed Plumber to verify and has the authority to change as needed to comply with the current code. C. MITARY 'ER UNIT 1500 - ELECTRICAL PLAN SCALE: 3/4"=V-0" N C_j > 4-0 N ti M �., m �{ Lt- Z 0 �— =3 C N c N till W Q . N Q Q 0 o a •� Qi � Q > E C �` cn O O a 5 �]� OW N N 0 N O M • No P - 7 10 v RT Yi� Y sY { 4,% •.a ;A-1;6.4AY0u To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to n W eO�� E cc Q f CV J N � �LL(A Cn cad Y5� N LOm¢L aa . LLV-0J rJW tj Z '09 0C'~c tr'n WZZ < ZN c') it pLLUUti -1 WO oa❑ (D v) z N z o J n- Vi n trn z W � o 0 u1 s � c N Q Y o w M M y o Z < ii E 2� 'O zN a� Q O E U w � go oa cu t— o XU °6 oo QU ZN O E ~ o ao az rw L ro C ao ° mo F oz Z C m� iz fZ TV 8� �w oom cD o <a S2� So O C 04 12 0 > Cl)�') (a ai O O — � LO IL,L M L. (0 T O Q _M r O 60 o U) m r Q T Lo r- N N Q o C6 O T T E M CDZ W Z T E m U J Q J JOB NO: 22-01577-01572 SCALE : AS NOTED SHEET NO. 8 "Pill!Bern 111,m'I*nnm1w, R*M1HI�II1gNr1M gl1�r� 1I� �K �,I'IRII� _'�111h■R�AI}�'�m�nFP�I�I� ' �f���Al�lllI'! f r!I III \ I \\ I \\ PVC A/C CHASE \ \\ I \\ 01-V ELEV. \\ FIN CONC. SLAB \\ I G.C. CORD. \\ T/ SLAB \\ SYMETRICAL 1 FP-1 I I ICI II I I I FILLED CELLS @ PARTY WALL TO BE6'E'O.C.MAX AND @ EACH BEARING WALL LOCATION II II III II II II u II II 8'-24" I III TS3 2" 10'-10" 1 WL I II ELEV, APPROX. LELEV. CAN BE NO MORE THAN 1-1/7' I I BELOW TOP OF EGRESS DOOR THRESHOLD. FIELD VERIFY II I l�l I II I II III SYMETRICAL FOUNDATION PLAN. SCALE: 3/16"=1'-0" -CO O M C%4 Q m ?C (]- O L- . N r� s LD C O O U �.-0 �•�� oW N N O N O ��t e eLtEar'`'' o ♦°♦♦� 4% ENS No5750 fir• � r • 3 STATE JF +fry I� 1 l+ l ... • ` t 3 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seat. W a W) 00 COE ,p o N� s �W C � � LLi Q ri aN.. N qk LL r1 rnrh3 J W Q N m V rl Y 0 . LL U.13 O = t mrn_ 0 Uj CS W 1° - '° m o -j W Z U2°'°' a a N N Z W O M a U y Z W OU ❑❑� cD Z N m Z Z � � (nv) - N C� w 'z'rn� V O l N LL W •� Q F 0 W s N c '® W L Q Y Cfl W O zo �° >s _® E N nj o XV so O Z14 N I� nF o O 0� a z r� i (d COC ao Zz OY mo O Olzi z N to QW 2 z N N a 0 LLNW o U W �j 3 <o x1G g tiz � � � 0 C F2 O Lco cn _ I N O O / LO T Q� CU M � t Cr O 50 v / ) O m T Q T CII\O N 0 Q N O 0 LO T ci 0 M 0 M Z 3 T E vi Z m a E U -1 v r Q p c c °i JOB NO: 22-01577-01572 SCALE : AS NOTED SHEET NO. 9 serara�ac „"� �„4.�•r ire s .■rraa■��sa��l�awnet�l■t■tw.,, s , _ u _ _ __ �_ .•. �.�■■ �i �Rtnn•wwe�...�:,...�� �t _ _ean.,u•.wl Ttnrn�t�tr�n��t�lal rt��n. 4ft�l i t! Irnl ��1!l111�■�ft 1G1'R�1 IA _ __ s 1' 1" 1- t II j —ROOF SHEATHING SEE PLAN SEE PLAN DORMER / \ TRUSS PLYWOOD SHEATHING - ATTACH PER 2 x 4 SPF STUD SCHEDULE WALL AT 16" O.C. WITH SP1 AND SP2 TOP AND h BOTTOM EACH USP MTW12 AT STUD �32" O.C. ROOF SHEATHING VARIES -2 x 4 SYP. BLOCKING AT 16" O.C. WITH (2) - 16d END NAILS, TYP. TRUSSES, TYP. 1 DORMER DETAIL 6 SCALE: 3/4"=l'-0" TRUSS OR CONN. n V A Oor 0T1 tr0 WALL AT >P1 AND )TUD It, (0'2 DORMER DETAIL 6 SCALE: 3/4"=1'-0" 8x16BOND- BEAM REINFORCED WITH (1) #5 CONT. EACH COURSE GROUTED SOLID TRUSS A a. SEE 1 FOR L-1 ADDITIONAL INFORMATION UNIT 1500 TRUSS (SEE PLAN) I 7BUCKET EACH TRUSS BOTTOM OF • 11 TRUSS INTO DOUBLE CONT. MANUF. LAYOUT GALVANIZED 5/8" DIA ANCHOR BOLT WITH HOOT 8„ CMU WALL (SEE AND 6"EMBEDMENT INTO PLAN) BOND BEAM AND 2" x 2" x 1/8" PLATE WASHERS, TYP 1 SECTION AT LEDGER 12 SCALE: 3/4"=1'-0" . SIAGGtKtU ELEVATION A -A UNIT 1397 GIRDER TRUSS (2) BOLT EACH SIDE OF GIRDER & @ END OF LEDGER SYMEfRICAL A& AL SYMMICAL UNIT 1397 ROOF FRAMING NOTES SHINGLE ROOFING SYSTEM (SEE ARCH.) OVER MIN, 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. SEE PLAN FOR TYP. ROOF SLOPE = 6:12 TYP. U.N.O. ROOF FRAMING PLAN 1101 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. CAPACITY CAPACITY p CONNECTOR SYP SPF FASTENERS CONNECTOR SYP SPF FASTENERS A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B I HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C I H2.5A 565 535 10-8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26)10dxl-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 21 /2" 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 3-112" 0 HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T 2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED 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 `N/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 1 10 - 10d SPT22 735 8 - 10d SP2 1010 605 1 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 680 570 19ffil0d 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 REC1'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (8) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") `FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (*'). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 20 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER 3 SEE SHEET D1 FOR ROOF FRAMING DETAILS RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] AREA ROOF 1 2e 2n 2r 3 3e 3r a=oft 10To HIP -35.94 -49.57 49.57 1 -49.57 GABLE -38.22 -38.22 -60.99 60.99 1 1 -60.99 1 -78.58 1 O r 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 r ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: Oj Q SHINGLE: 3/16" EXP. 1 (21,6) or 1V32" EXP. 1 (3�1'6) TILE: t%2" EXP. 1 (31/j6) r NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS " 3r 3r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15132", SHEATHING SHALL BE FASTENED L • a WITH ASTM F1667 RSRS-03 10d (2'/z" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE a�=4ft ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. O ti CD m a `< N (i5 LL a_ N 5d 6 c, t' N w N. (N s!i - Q r N � � l Nr a (v Q) (] .i C U) 0 0 �� (a W CV 0 CV O M 0 LEM-' !�S- ' ` C ' •t4 r `• � �•L • C) •• s • 0�1 '°�ii v • �- IN 0 L y TS 0 �. iR ,_ •; To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W/ r— E m co 8 N N J N 6 C J LL. 0 u,c0 �' u LL w r - w a M v LL ° Y a y �LLLL wa z 06 0 r0o W co C"', O w a04� mm� W 'S T ¢<� "f. LLW co a N Cl) Z W Ln 0 O V v 3 h Z 0❑El z � 8 a N M z 1 ' N r„ N � a U O W sJAL LU U E J1110 0 ¢ cq m e0 o w M o Z Q a E 0 z� �g oLL z as zo to 0. O U a oo ❑ a O (\1 ~ ai o ww a � L tp C - c QDs z 3 H m o oa Z� z Cn J ab r fZ o Z go W Q 3 a- a o a Nzw �'_ �j � �o �� J C:)uj CDa 18 F V za o3 04 c O >L6 C/) co B O O � � Liz r O CU T Q i O OO V � ) O m T Q T CEO 04 C)N Q O � r Q) O M O M z E y `m E U ` n _j Q p JOB NO: 22-01577-01572 SCALE : AS NOTED SHEET NO. 10 ■fie®il�t�■i■■■�■�■s��l!! _ RIA@R ljJim O ! I"1171 T I T11pro IWFMr rr i" 11"7711Ar vf *1 r(m . r f. "�" I1�IIA�I11�1'11h� N t�0 UNIT 1500 UNIT 1397 ROOF PLAN SCALE: 3/16"=1'-0" UNIT 1397 �o i oM a� X G 0% Il- ()- -0 C C,; m C i. S -- < try r_' N r' _ t,�o0 ` U — W N N O N O M O ,``�{093!!lJJJJII LEI •E•1�� O�?.���es Q�� ' • C � • No E 7 Cr a •• ST. E- OF •�;" de :\((� •......•mot\i,1 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E r` C O N # O N 1 N C LL 0 7 # LL N W Ci fnN n� - a 0- y 04 0X J L'LL d O z -M8 0o < �O ig t 1 CIL W �T a a ZW Go o W 0 h O IL ZNNZNa O V U-jy ❑a❑ z� Z J CL- N N z Qj U c .2 0 a U O Ln F- (O W '® � L U pp I z 2 y �'o U H Q Y 0109 • N s O w z U g s. o0 s z® O Ij _CL 0VO K r O R Z O N ~ N � g Z o z a w O ro r j C - C Pm o U w Z oz Z m > Z 3 0� Z o U ,z wa Lw W ci 3 �o J JJww F Y CD CD w ~O¢ za a Ur o3 C N 0 >L6 Cl) co o !0 T TT VI 3ti..CD Co '— Q 1 0 60 O U)4-4 T T Liz N E 0 N Q ! O 0 C•O O � Lf) T ci O C1 0 M Z y `m c 3 a U � Q pM 1 JOB NO: 22-01577-01572 SCALE : AS NOTED SHEET NO. 10.1 4'-0" UNIT 1500 wleNh.1 I*/Irw1-r1K1,0 % r%t-1r—r-1T AIr1AI \ /rA1T1Aln UNIT 1397 UNIT 1397 ROOF PLAN SCALE: 3/16"=1'-0'• -o O M o Q N N IL M a. -0 O - : -C o C- U) �c � cis -� J W O O a .a V ._ t --0 p w N N O N O �;i{eliiltia�t o p LE y �, %,% . P5 �! ,0 � •'�G•E•� tV'�✓��i� `COG,'•� F•'s� No ` 8750 r STATE 0r .p, .ti,:illt3ia To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages beadng Engineer's signature and seal. W � F� o E w �'^ n QO M8 t0se O lJL Cl G Q,� ao u�i u_ a �Mv u-CL J LL u- a 0 Z L NG � Ifs t C� (O Q' 0 J 01 uWl Ate°_'°' a Q Z ODNo Jak N MZ U.=.r N IL Q U Z W ❑❑❑ C� Z N O Z 00 z Q d � N M O V LU g W .0- o W �oOp (3)0 W N N (VV L•' �N Z:) U ' W m H- J o� L U l z� 4 OCAD O ZzZ r.l ZO ti R Z� Q N a - Fz ?® oa i(OV U ,OU z O O i a� az ¢Zd wz a3 (� NC ¢O o0 mi O p Z Cn Nm aCO)w W Q� $� zz g° a z tutu W < O - j w U Mi�w O °off o CV �CD Uicoa; o o � � r � O Co T Q M �- 00 OO v! o m r Q N I� E .0 0 04 Q 1 OT 0 V) O T N M O p m Z T iri E Z `m £ c JOB NO: 22-01577-01572 SCALE : AS NOTED SHEET NO. 10.2 I i liWi la�I.r �I.ILa� -1 -,.A, l L i .1 . A'Lzi .l {Ali„1a;�%u�i�YlW� u�tl�i11�11�,.. 1,14,. L, 1�. ' 1 . 1 4' ,6-1__.. �__IL�k1.� 1L�1L:J�_ • �`' ' ��'� GENERAL CONCRETE LINTEL SCHEDULE ,•, ',, SYMETRICAL • • • • APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY 8178-1 B/1 T 81F8-06/1 T TYPE DESIGNATION #5REBAR ATTOP E O '' •" F = FILLED WITH MIN. (1) REQ'D • • • , , • GROUT / U = UNFILLED C -1/2" 8RF14-1B/1T 8RF14-0B/1T R = RECESSED CLEAR ~ N 4L © © QTY. OF #5 ° ° I N V A co A"': ;' REBAR @ BOTTOM CL OF LINTEL CAVITY = •,• • •` ;��•' ;�',• J C7 < .0-C.M.U. 8F 16 B/1 T 0 ° ° 0 _ �,•� �,•• ` ;�,'� ` 2 '4° GROUT + l) r-. 8" x 16" w/ (2) #5 TOP & BOT. & �•• • • �• tNOMINAL,QUANTITY OF ° 5 REBAR AT #5 REBAR AT BOTTOM OF STIRRUPS AT 16" O.C. • • • • • • • • WIDTH TOP LINTEL CAVITY 8F20-OB/1T 8F20-1B/1T81716-OB/1T 8F16-1B/1T NOMINAL-° oTTOM N ® ® O © HEIGHT PROV DEDI IN 7-5/8"ACTUAL C- 8" NOMINAL WIDTH LINTEL O �, , � • (VARIES) MATERIALS O 1. fc precast lintels = 3500 psi. U2. fc . • , • • i. 3. grouted per ASTM lintels 476 fg 3000 psi w/ O w 8RF6-0B/1 T 4. maximum 3/8" aggregate and 8" to 11" slump. L ,: • 5. Concrete masonry units (CMU) per ASTM C90 w/ CD I © •' ' ' minimum net area compressive strength =1900 psi. r ;•� , •. , ; 6. Rebar per ASTM A615 Grade 60. y Prestressing strand per ASTM A416 grade N �• , • , 7. 270 low relaxation. o • • `' , • ', • '. • 7/32 wire per ASTM A510. N ' • • 8. Mortar per ASTM C270 type M or S. I o 8F20-1 B-2T • •'� • 4% • - `' GENERAL Na b) TALLA sION NOTES `, o�111tsr e's ``' 1. Provide full • 8RF22-1B/1T 8F24-OB/1T 8F24-1B/1T • • • = • • • 2. Shore filled lintels as required. • • �, �' • • 3. Installation of lintel must comply with the architectural and/or structural drawings. q. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate - ` . • � ' gyp• O �F • iJ,Q,,• �C� a • • • vertical cell reinforcing and grouting. S -. • ; �'• ; �', 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'4' and o� 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. w 1,4 , , " ; , , ' : , . ,, , • 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 o •, , masonry units. ','• ,, �', • ', • '. • , '. • Safe load ratings based on rational design analysis per ACI 318 and ACI 530 ~ y 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 1 ` ,,`j' 9. %' '` ' •' 'r ' ,', • • ' 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have ~ • T �� y �'. • . •, . , •, • , '. • , • , '. • �:.. ,' a coating of stucco applied in accordance with ASTM C-926 or other approved 6 LO coating. u_ - 12. All lintel dimensions shown are "overall" lintel lengths. O Cr 00 .�. •;', ; ,'• ; �,', ; , ', , ; '. , '..: 13. Lintels loaded simultaneously with vertcal (gravity and uplift) and horizontal (lateral) 1 ` • �• • �• . • •' '• `' loads shoud be checked for combine loading with the following equation: r • . , •, . •, . •,'. , •, . •, . , •, • , . '. • , Applied vertical load Applied horizontal load FP-1 g To the best of the Engineers knowledge, information and belief, p I the structural plans and specifications contained within these ,,. . • :` • • , • , ' ` • Safe Vertical load +Safe horizontal load ° 0 �'��\ drawings comply with the 2020 Florida Building Code - ,' , , • ' , , • ; , , ' ; . , j b Residential 7th Edition. Engineer's signature and seal is only for ,••• • ,• ' •• !'•, 9 Q the structure) engineering portions of the drawing pages bearing Engineer's signature and seal. 8F44 1 B/1T 81740 OB/1T 8RF40 OB/1T 8F32 1 B/1T 8F32 0B/1T 8RF30 1 B/1T 8F28 0B/1T 81728 1B/1T o I E ti ® © ® © ® © © H o `4 6o M8 O - 0� m 3* J LL F a0 N ik LL W •••! W 0_ ALTERNATE POWERS �� I °'Mu- ci WW x TM t_ iT LINTEL PLAN NOTES: _ 13Z �� a X cq °' 0 STEEL LINTEL °? °° � G IX 0 _,J 1. THIS PLAN IS TO BE USED FOR STRUCTURAL Oo W ,- m� ~ I ~T W 9 2rn co -4d o v a INFORMATION ONLY. Z LO NZ X y 0 #5 REBAR AT TOP N O U 13 MIN. (1)REC1 1-1/2"CLEAR 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE W TO BE ASSUMED TO BE 16" MINIMUM DEPTH.LL H THE NUMBER OF COURSES OF MASONRY REQUIRED O 3. E BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE z W •..N C.M.U. COORDINATED WITH THE ELEVATION DRAWINGS Z! 90 4. THE CONTRACTOR IS RESPONSIBLE FOR =WWJ - o o � d - N COORDINATING THE PROPER LINTEL HEIGHT. -1 I _r N (V z C1 0ca 0aZ 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUMa to "' M W Q N Q0~0 ` 5REBARATBOTTOM DEPTH REQUIRED FOR THE DESIGN LOADS. THE `' 0wm,n ( U w c F a o o AS INDICATED DEPTH MAY BE INCREASED IF REQUIRED FOR -F_fr 0 o = W - V)Lc s PROPER LINTEL HEIGHT,G.C. COORDINATE. 16 GAUGE POWERS STEEL BOXED LINTEL LU E I POWERS STEEL BOXED LINTEL NOTES (ALT.) m ONLY IF NOTED ON LINTEL PLAN POWER STEEL LINTEL IS AN ADEQUATE 1. Refer to manufacturer's specifications for installation. O 2. Contractor to provide proper protection of lintel to prevent rusting. SUBSTITUTION @ ALL LOCATIONS UNLESS E G G E I l_ __ N �� Refer to manufacturer's specifications. O O O D w 3. If lintel is scratched or damaged refer to Powers Steel for repair' NOTED OTHERWISE AT OPENING LOCATION 4. Lintel depth to match precast depth. One #5 Bar required at top Z 0111111111, see lintel plan/details for bottom steel required. 0 J o 6 5. A bonding agent must be applied to the Steel Box lintels prior to O - W > - applying the cementitiuos coating. See contractor specifications ~ _ _ I rn Q E a s s4 z® O O E a� °w� CC CD 1f6 ro � 8 o Z <� oi C=) to ` Z w Z C14wo I? i m • � o O H H H Z co coc �zLL O O J 0M fh a z D W a -w G MIN. MIN. MIN. U � ao G CD o w� ao UNIT 1500 UNIT 1397 UNIT 1397 SYMETRICAL E 0 >6 co o > � 0 IL O r C O CU r Q M t LINTEL PLAN m 0 SCALE:3/16"=1"-0"" o c 0 N CD Q o L0 co O r- iu 0 Cie) o z T­i6 Z E v' m E w a 0 � �¢ o � JOB NO: 22-01577-01572 SCALE : AS NOTED SHEET NO. L 1 ILYraLruae u:d..�,i,:r:. L ...., . _ 1.L:...y.,m ,r ul:yll . ,u. ,� r,. y 1 ,huw-i.wuIY�lNl+uauauaar � 1 � _� � -- -- ---1 _ - - :�.., �_ .11i ai,..L.,i:L-. - .1�J.ys�l�/W.1� J � ii�L�lriF]•iiY�ll BXUV.U903 Fire Resistance Ratings - ANSI/UL 263 Design /System/Construction /Assembly Usage disclaimer e Authorities Having Jurisdictionshould be consulted in all cases as to the particular requirements covering the installation and use of UL Listed or Classified products, equipment, system. devices, and materials, • Authorities Having Jurisdiction should be consulted before construction, • Fire resistance assemblies and products are developed by the design submitter and have been investigated by ULfor compliance with applicable requriaments The published information cannot always address avery construction nuanceencountered in thef ell, • When field issues arise; it is recommended the first contact for'assistance be the technical service staff provided by the product t Guide Information for each manufactureY noted for the design, Users of fire resistance assemblies are advised to consult he general d nfio n product category and each group. dassemblies,' he Guide_ Information includes specifics concerning alternate materials and alternate methods of construction, • only products which bear UL's Mark are considered as Classified, listed, or'Recognized. Fire Resistance Ratings - ANSIJUL 263 See General Information for Fire Resistance Ratings - AN SVUL 263 Design No. U905 March 17, 2004 Bearing Wall Rating - 2 FIR. NonbeadrigWail Rating - 2 MR Load Restricted' for Canadian Applications - 5ae Gulds BAUV7 ',Ir-- 4 4�•---,:,� ; i :: 4 ° 1 7 7•;r MIN. -All 4 Nlyly IIOtiZorni €t'on 1. Concrate BladA* - various designs, Classification D-2 (2 hr), See Conenate Blacks -category for list'4 eligible manufacturers. 2. Mortar Blocks laid in full bed of mortar; nom, 31S in, thick,:oE not less than 2-114 and not.ri-lore than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement vglurni Vertical joints staggered: 3. Portland Cement SfuwA or Gypsum Plastar - Add _1/2 hr to classification if used, Where combustible members.are framed 7n w a#' plaster or stucco .must be applied .on the.face opposite framing to achieve a max, Classification of 14/2 hr. Attached to concrete blocks (Item 1). 4. Loose Masonry FBI - If Ali cote spaces arelled with loose Ldry expanded slag, expanded clay or shale (Rotary Kiln process), w Ater repellant vermiculite masonry fill insulation, or siliconetreated perlite loose fill insulation -add 2 hr to classification, S. Foamed Plastic* - (Optional -Not Shown) - 1-1/2 in. thid< max, 4 ft wide sheathing attached to concrete blocks (Item ), THE DOW CHEMICAL CO - Type Thermax *Bearing the UL Classification Mark Last Updated on 2004-03-17 CgpyrlOht Q 2010 Underwriters Laboratories Inc.0 The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions; 1. The Guide anner, without an manipulation of the Information, Designs and/or Listings (tiles) must be presented in their entirety and In a non -misleading m y pu, data (or drawings). 2, The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material, In addition, the reprinted material must include a copyright notice in the following format; "Copyright C 2010 Underwriters Laboratories Inc.@" An independent organization working lot a safer world with integrity, preCiSlon and knowledge. 1 , GA FILE NO. ASW 1002 1 I PROPRIETARY- 1 GYPSUM PANEL PRODUCTS, STEEL H STUDS Two layers 1" x 24" proprietary type X gypsum panels inserted between floor and ceiling runners With steel H stud between adjacent pairs of gypsum panels. (NLB) A 3/4" minimum air space must be maintained between steel components and adjacent framing (as indicated by dashed lines in sketch). As an alternate to an air space, the steel components are covered with 6" wide battens of 1/2" type X gypsum wallboard or full sheets of 1/2" type X gypsum wallboard screw attached to the steel components. Sound tested with 2 x 4 stud wall faced with 1/2" regular gypsum wallboard each side of assembly and 31/2" glass fiber in stud space on both sides. PROPRIETARY GYPSUM PANEL PRODUCT Georgia-Pacific Gypsum LLC - 1" DensGlass® Ultra Sha8linerl 2 HOUR I I 60 to 64 STC FIRE SOUND f o J i - - 4 Thickness: 311e (Fire) 113/4" (Sound) Approx. Weight: 9.5 psf Fire Test: WHI 495-1290, 11-15-94; ITS Design GP/WA 120-04; WHI 495-1295, 3-15-95; WHI 495-0743 & 0744, 1-28 & 30-86; UL R2717, 04NK03115, 8-18-04, UL Design U373 Sound Test: Based on RAL TL89-383, 11-10-89 BXUV.Ui301 Fire Resistabce Ratings -ANSMM 263 BXUV.U3D1 Fire Resistance Ratings -ANSI/UL 263 Page 1 of 4 Design f System/Construction/Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Listed or.dassified products,. equipment, system, devices, and materials. ;Authorities Having Jurisdiction should be consulted before construction, • Fire resistance: asser blie"s and products are developed by the design submitber and have been investigated by UL for con-pliance with applicable requirements.. The published information cannot always address every construction nuance encountered in the field, • When field issues arise, it is recomriianded the first coritact.for assistance be the technical service staff provided by the product manufacturer -noted for the design. Users offireresistance assemblies are advised to consult the general Guide Information for each product category and each group of assem6hes. The Guide Ihforrriation includes specifics concerning alternate materials and alternate methods of constructiont, e Only products which bear UL's Mark areconsidered as Classified, Listed, ,or Recognized, Fire Resistance Ratings - ANSI/UL 263 See General Information for Fire Resistance Ratings- ANSIlUL263 Deabirt No. U301 June 30, 2OW SaWhig Wall Ralf„g - 2 MR. Finish Rating - 58. Min. Lead Rostrictiad for Canadian Altpikations - See Guide §XUV7 16A - 0.C. � i6" D.C. i 1. Nailhlaletfat- Exposed or covered withjoint compound 2, Joints - Exposed joints covered with joint compound and paper tape. Joint compound and paper tape may be omitted when square edge boards Are used, As an Alternate, nor 3/32 in, thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard with the joints reinforced with paper tape,. 3. Nallils - bd Cement coated nails 1-1/8 In, long, 0,0915 in, shank diam, 1/4 IN diem heads, and ad cement coated nails 2-318 IN lend, 01113 IN shank diam; 9/32 in, diam heads. 4. Gypsum Beard - * - Ve in, thick, tw o layers applied either horizontally or vertically. Inner layer attached to studs with thel-7/6 in, naps spaced 6 in. OC outer layer attached to studs over Inner layer with the 243/8 in, long nails spaced 8 in, OC. Vertical joints located over Auds.All joints in face layers staggered with joints in base layers. Joints of each base layer offset with jointsof base layer on opposite side. 1. CONCRETE BLOCKS* - VARIOUS DESIGNS. CLASSIFICATION D-2 (2 HR). SEE CONCRETE BLOCKS CATEGORY FOR LIST OF ELIGIBLE MANUFACTURERS. 2. MORTAR - BLOCKS LAID IN FULL BED OF MORTAR, NOM. 3/8 IN. THICK, OF NOT LESS THAN 2-1/4 AND NOT MORE THAN 3-1/2 PARTS OF CLEAN SHARP SAND TO 1 PART PORTLAND CEMENT (PROPORTIONED BY VOLUME) AND NOT MORE THAN 50 PERCENT HYDRATED LIME (BY CEMENT VOLUME). VERTICAL JOINTS STAGGERED. 3. PORTLAND CEMENT STUCCO OR GYPSUM PLASTER -ADD 1/2 HR TO CLASSIFICATION IF USED. WHERE COMBUSTIBLE MEMBERS ARE FRAMED IN WALL PLASTER OR STUCCO MUST BE APPLIED ON THE FACE OPPOSITE FRAMING TO ACHIEVE A MAX. CLASSIFICATION OF 1.1/2 HR. ATTACHED TO CONCRETE BLOCKS (ITEM 1). 4. LOOSE MASONRY FILL - IF ALL CORE SPACES ARE FILLED WITH LOOSE DRY EXPANDED SLAG, EXPANDED CLAY OR SHALE (ROTARY KILN PROCESS), WATER REPELLANT VERMICULITE MASONRY FILL INSULATION, OR SILICONE TREATED PERLITE LOOSE FILL INSULATION ADD 2 HR TO CLASSIFICATION. 5. FOAMED PLASTIC* - (OPTIONAL -NOT SHOWN) -1-1 /2 IN. THICK MAX, 4 FT WIDE SHEATHING ATTACHED TO CONCRETE BLOCKS (ITEM 1). THE DOW CHEMICAL CO - TYPE THERMAX *BEARING THE UL CLASSIFICATION MARK UL DESIGN NO. U905 WOOD TRUSS PRE-ENGINEERED ROOF . TRUSSES AT 24" O.C. MAX (2) LAYERS VX24" PROPRIETARY--, TYPE"X"GYP.PANELS INSERTED BETWEEN 2" FLOOR & CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. 2" FLOOR RUNNER - DIA. x 1 3l4" TA �y y TAPCOCONS AT 16" O.C. FIRE CAULK RUNNER TO BLOCK WALL EACH SIDE BETWEEN TRUSSES (2) LAYERS OF 5W TYPE-X GYP. SD. ON BOTH SIDES TOP OF PLATE FIRE CAULK EDGES AT EACH SIDE TYPE-S" MORTAR (TYP ) DBL. Ix PT NAILER i"• 10GYP. wB. 8'CONC. BLOCK CLASSIFICATION D-2 AS PER UL UW5(TYP.) r2i_'� 2 Hour Fire Rated Wall SCALE: 3/4"=1'-0" NOTES: 1. SEPARATION WALL IN THE ATTIC SPACE PROVIDES 244RS. PROTECTION PER UL-U301. 2. MASONRY WALL PROVIDES 2-HRS PROTECTION PER UL-U805, 3. REFER TO STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION. H-STUD OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. SEE MANUFACT. SPECS. FOR INSTALLATION, DENSGLASS ULTRA SHAFT LINER 3/4" MIN. AIR SPACE ATTIC DETAIL - ADJACENT TO TRUSSES GA ASW 1002 SCALE: 3/4"=V-0" 20 BLOCKING @ 48" O.C. MAX. W/ (2)16d TOE NAILS @ EACH END & 0 LB FELT (SHINGLES) GLUED TO ROOF SHEATHING IRE RESISTANT OSB 7/16" 2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE RUNNER TO SHEATHING OF WALL NOT STAGGERED ABOVE AT EACH SIDE OVER PARTY WALL 2x4 LEDGER @ 48" O.C. MAX VERTICALLY NAILED r-,d TO TRUSS WEBS WI (2) (TYP.) NU 1 tJ: 1. SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HRS. PROTECTION PER GA ASW 1002. 2. MASONRY WALL PROVIDES 2-HRS PROTECTION PER UL-U905 3. R-3 MIN INSULATION PER FBRC (2017 ED) N1102.ABC1.1 2 HR BLOCK D-2 8" CMU WALL W/ #5 BARS VERT. @ 6'-8" O.C. MAX. MINIMUM REINFORCING LAP = 30" NO PLUMBING, MECHANICAL EQUIPMENT, DUCTS OR VENTS TO PENETRATE PARTY WALL GRADE BEAM FOUNDATION TO BE 5" CONCRETE SLAB. STANDARD FOUNDATION TO BE 4" CONCRETE SLAB. SEE PLAN FOR MORE INFO. EXTEND BURN CLIPS AS PER FIRE WALL MFG. R30 INSUL. MIN. SPECIFICATIONS NAILED INTO 2x4 LEDGER ONLY AT EACH SIDE OF STEEL "H" S STUD. \-GYP. BD. @ CEILING - SINGLE COURSE 8" K.O. BILK TIE BM. W/ (1) #5 BAR CONT. - LINTEL SCREEN 112" GYP. BD. ON DBL 1x2 FURRING (1 1/2" THK.) VERT. @ 24" O.C. W/ MIN. R4.2 FOIL BACKED INSUL. BETWEEN EACH SIDE MASONRY PARTY WALL (SEE UL DESIGN NO. U905) FIN. FLR. r ;° ram;° r, •, �f~ �K• _• CLEANED COMPACTED "; & TERMITE TREATED FILL r r• r�.� V-8" x V-8" CONC. FTG. V-8- FOR GRADE BEAM W/ (3) #5 BARS. CONT. ,� ---�' FOUNDATION ONLY: ADD (1) #5 BAR @ TOP & HAVE #3 TIES @ 48" O.C. 1 TYPICAL 1 STORY 2-HR. FIRE RATED PARTY WALL - SCALE: 1 /2"=V-0" o o ,` OM 4 CL U cV (Z LL• ll -0n cC�;. CZ c , L) - l W - 0s 0 O 0 LU L N N O N 0 c'M gtt%11tSi•g3v o i cr STATE OF •%� j4, O q 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. fA �i IW,. of n O N J � � C Q Inoo M x LL C df U04 U a M0 m LL LL a u u' 2Z 0 Z o0 � J I13Q jr- 1.1 �5 •y ca CN ro LL O -j W ��RjO' d¢Q Z � 04 Zci h O - N .. Q Q U 00 U -1 rn W Z N Z � Z o J - d. � N Zca■ Qi U' - LL Lu � u m 0LJLJ N m V� _ V c ~ E 8 i = r :i o rn ¢ `D 0 N O, O w M zo z < � zo s >� a 0 E CJ �zo zo �a - E a8, o xz Z O i °�z ag Wz d r0 _ o U y m Oz z Z rA J m Q w a w ;C �Z o wa za >Ox a o3 =N o O > Cl) CIO rn TM O \ V t// / r CF) L- O M_ CO T Q C1 U) o in Q T U.) N 0 CV Q O (� O Ln r ill E M Z Z :3 T N a E U � ¢ p JOB NO: 22-01577-01572 SCALE : AS NOTED SHEET NO. FP-1 �f' 1�1111�1<II AIII'011SR111A rA }�� i al }�'NHJ� Pit I'; I I !1-' P g?� STRUCTURAL NOTES NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. TT GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENING$ 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 t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2,1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD: 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. 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 OF THE A TO BE APPROVED BY THE ENGINEER OF YIELD STRENGTHBAR ND ARE 0 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" F CONCRETE TYPE MIN. 28 DAY DESIGN (Pc) MODULES OF ELASTICITY DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT, SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 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'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I,S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilutipn. If rainf II occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete ove and mortar along the foundation perimeter must be removed be ore exterlopss8itreatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, Including landscaping and Irrigation. Any sod disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1- A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within 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 9x7 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 11/" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. N L ~ � O M L LL a_ 7 �l N Q `. Q L .y 5 6 � G .t! a o W N CV 0 N lrrr !_ J''^y _' STA i f= Of -- To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings oomply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W n W co QO C N r` it N N O � NrNivuj 'La Y a 10J LL ii a u 0 Z WI 0 tm� o� O 'i-o N co O J �iT QQ¢ a Z M Z 6�Q O ILILW N ZW O U U U) CD V z N z N4-1 v LL Vi Q A N U � w s Ln c Y In � U � t 8 _ s c 's N � r. 0 sr o W CI),i M o Z a p zo �� Z� Qo Q U 9® ❑WW nj CL U❑ 00 ❑ z Z N Od H <g ww Vi C OO<fZZ o= LL0 ma a8b� w 0 0 0. 20 °d MIo 9S go •� zIw O 3 C e� > � co O L0 T ' 0) L O CO T Q M Cr O OO �/ / A mO � T Q CEO it 0 Ln N 6-0 C .0 N Q � (3)� C� � O T Lf) T ai 4�1 CD M d E E �' N E v C a a o JOB NO: 22-01577-01572 SCALE : AS NOTED SHEET NO. SIN THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAx1-1/2" LONG (3/4%1" CROWN) STAPLES @ 6" 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 U HOME H C G GARAGE SIDE 00 O 5'-0" o STUB -OUT FOR 0 1'-0" o o GAS METER .t 0 N = • LOOR MEASUREMENTS ARE FROM FINISHED F • 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. 10'4" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'4" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'4" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 151-4" (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 1.8/1.7 3/4" orp nel wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2x _ + 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 2x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking fi r 1/8" gap—i 1 x FILL CELL STD. 90° HOOK BOND BEAM 11 SIMPSON MGT (ft=— 11 t w/(22)10d LU NAILS TYP. GIRDER TRUSS w a STD. 90° CONT. #5 BAR —� > I HOOK I�7 BAR "vanF 2X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND � CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8"min. 2" min. )Small 2" gap max. � 4 max. Q Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection.7 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/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails 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 Ya" GAP @ TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER DOUBLE JOIST CONNECTION top irdsmouthcuts. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pif 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 1 /16 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 I lse 3" /10d1 nails at 6" n.c. U Provide adequate bearing for each lapped joist. odnails SECTION @ INT. BRG. WALL N.T.S. NV nvLr=o trn�."17 i MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES —\IT D (KNOCKOUT EXEMPTS) (see table below) D 6. (see table below) DO NOT cut, notch or drill flanges (D ❑171 iD 6" A 1Yz" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" 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 Web Stiffener Fastener Schedule Joist Bearing Location Series Depth End I Intermediate BC15000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 1T ' 2-8d 5-8d BCI6000s® BCI6500s® 9-1/2" 11-7/8" 1 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 BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d I 5-16d 16" 6-16d 6-16d higher than 15001b. 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 J beam below Load bearing wall must stack over blocking and wall or beam below.* 4 — — Joist When joists meet over wall, provide 1 314" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at Vo.c. for all joist blocking panel *Non -stacking walls require additional consideration. 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. AN ROUNDED P T THE NEAREST TABLE SPAN. SCAN ACROSS 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN OUN U 0 S THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7.1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE iy" 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. Jc 5/8" 0 THRU BOLT I.0 SIMPSC w/ (22) NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) D.- Nail with 10-10d nails. I I F= Install tight to top flange. SLEEVE THRU STEM r. ° �• SEE PLAN FOR °. a ...:. "i FOUNDATION INFO ' a STEM FOUNDATION y \ Filler block. Nail with 10' 10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap 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 o 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. GRADE ° r—REINF. SEE PLAN LAIC CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A - " (WHEN SIMPSON H10A a REQUIRED) w/ (18)10d x 1 1/2 NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE ° ° SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @PIPE PENETRATION PLUMBING LINE co �� • ° ° SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE ° d d ° ` 1=� °. ° ° —I11 ° SEE FND. PLN. SIZE & REINF, ti NO3 11- a - C - U W a � • W a C�_ N N N 0 M `'t�t,,tEtt33;r;3�,R CID 0 To the best of the Engineers knowledge, information and belief, the structural plans and spedfications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 n W S aO B Nc�p it N 6 C1 S J LL a _ �� ' CO 'CoeJu-u- (L 3 cr 13Z -a e 3. o r Co o O �- W U) ¢ c Q 6 Z- NJa0 � �., z o 3N a 6 NJ tL Z U W ❑0O U M z � S Q o' N Up) z U_ C1 1/ 0 W � a '1't• U 0 w s to c �in (13 CO LU E t 8 1 U � co e � c cosrQ o co W M zZ o Z ce o U tW 1. XU w¢ 0OU no z� N E a��¢ ¢ $ wZ ro mg O z J < ° g2 N 47 p g LL .OU a �W W J o Z w� �5 �° CO �T za a Ova =CN 12 C] > Lo 0 c & B O O IL.O LO T W O 0") CO T Q OO / ) O V ap 1— CEO N 04 0 I Q t L0 C� M r ui ✓' C� o m:3 z E m is ca E v a3 c a.0 ¢ O _J JOB NO : 22-01577-01572 SCALE : AS NOTED SHEET NO. SN1 PASCO COUNTY I _11 . 14.1 1l. =L_-. L lLll l l I,..W'---fi-,L... ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 `(Ty P.) VARIES 5/8" OR 1/2" HIGH---' STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS I INSULATION PER —J CHART ON FLOOR / PLAN J 1x2 P.T. HORIZONTAL NAILER STD. 90'HOOK (SEE DETAIL 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B -FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z _PRE ENGINEERED WOOD APPLICABLE. d , TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4"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 N T METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESHco .4 - MOISTURE BARRIER > e -SHINGLE ROOF, SHINGLES TO e BE IN ACCORDANCE w/ASTM D P -ALUMINUM DRIP EDGE ALUMINUM FASCIA • 2x SUB FASCIA GG S3 )2'- 5/8"OR1/2"HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS1/2" CDX PLYWOOD OR 7/16" O.S.B.SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCKEDGES, AND @ 12" O.C. @FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2""x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"xl2" TITEN HD @ 24" A.F.F.OIL O.C. OR 5/8"x10'WEDGE ANCHOR @ 24" O.C.) ELEV.-0'-31/2" h~31/2" MIN. o 2x4 CONT. A.F.F. 0 o NFr e00 GARAGE SLAB AT STEP SCALE: 3/4"=V-0" -SEE STRUCTURAL 2x S.P.F. STUDS @ 16" O.C. SOFFIT SHEET SS 2x STUD LOADBEARINGOR 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT I I 1"x P.T. STUD = I #5 VERT. IN FILLED CELL SEE CC/S3 OR N -8" C.M.U. TYPICAL G/S3 FOR ANCHOR BOLT INFO. I I 5/8"x6" "J" BOLTS BOLT TYPE "S" MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR 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 M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 11 NOTE:EXTEND W1.4XW1.4 WWF OR DECO DECO FINISH 4" to 6" "FIBERMESH" GRADE E_ r ° 00 Z C OO 6 MIL VAPOR > Z BARRIER D ,r D • • r COMP. SOIL. e (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE 4„ V-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION rA_�� SCALE: 3/4" =1'-0" Q3,) OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / V-8" 0 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOW) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND 14' O.H.D. RECESS z M � WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6)1/4"x31/4" TAPCONS "SIMPSON SP1 I I SPACED EVENLY W/ (10)10d NAILS �, 2x P.T. PLATE YP r I ASSUMED FINISHED t ' GRADE z MONO OR STEMWALL FOOTING MONO SHOWN - FOR CLARITY O0 _ _ NOTE: NO _— -- � — _ FOR BEARING WALL N T I I = I I — , I=- W/ UPLIFT ONLY FRAME WALL TO C.M.U. WALL CONNEC TION D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. 6x6W1.4xW1.4 I� aml@11111 1111=W1111�1 • TYPICAL THICKENED EXPANSION JOINT SEE A/S3 OR J/S6 FOR REINF. INFO. MIN. EDGE KT SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND f-O.H.D. RECESS ... 00 4„ _ T 3" MIN. CLEARANCE 1'-4" (1 ST RY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4" (R302.11) 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH , EIF r e M -0 \ . t . A 6 MIL VAPOR BARRIER e ° I I I I I I I I I I I I I I I I I I I I `-TRUSS BOTTOM CHORD OR 2x4 #2 SPF I I 5/8"OR 1/2"HIGH STRENGTH I I TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR / GYP. TYPE X @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOMABOVE) EACH END (WHEN PARALLEL) —SEE UPLIFT SCHEDULE FOR UPLIFT SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. CONNECTIONS. S.P.F. DOUBLE TOP PLATE 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. (12)10d NAILS U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 2""016" PLATE WASHER (TYP.) NOT EXCEEDING 1V-0" (R302.11) (ALT: 1/2"xl 2" TITEN HD @ 24" —INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) —SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS STEP, SIZE OF FOUNDATION AND P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE /.,2x x 6 W1.4 x W1.4 INCLUDE THE WALL i WWF OR FIBERMESH ATTACHMENTS ��2�� /6x6Wl.4xWl.4 �� WWF OR FIBERMESH �31/2" MIN. - r, 31/2"(min.)- 4" 00 o -6 — e h T 1/2"(min.)- 4" (2) #5 CONT. 8" U.N.O. MIN. TYPICAL BEARING WALL (a) STEP (a) SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" U10 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. I& K.O. BLOCK SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2X PT PLATE Zo" MIN. LAP [24" MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR —- PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi FINISH GRADE 00 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] - #5 REINFORCING BAR R 1 7/8" —� - #5 LAP SPLICE . • � � • - • • - III�1 �11�11�11�11�11= SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x CONCRETE NAILS W 1 1/2'� EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) 00 c BARRIER 1/2" GYP. BD. HOLD GYP. BD. 1 In" rn^RA OI AD f1f1Alf1DCTC Q Wavrelffl,GN SCALE: 3/4"=V-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E � 6x6W1.4xW1.4 =1 `WWF OR FIBERMESH 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS F SCALE: N.T.S. S3 IWA --Il-Hil.-i0lio-i l SCALE:3/4"=1'-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM o END OF 2" x PLATE LU p v 0- e LU rn — (2) #5 CONT. =1 ON 3" CHAIRS 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N WWF OR FIBERMESH �;, E e D. 8" �i1111.11.11�111L TYPICAL INTERIOR BEARING WALL W/ UPLIFT G SCALE: 3/4"=1'-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. ° .1 . SEE PLAN FOR CONNECTION INFO TOP OF BEAM &LAYOUT DESIGN F 717-7� ET7illSEE ROOF PLAN ao a° %- (2) HTS20 FOR STRUCTURAL BEAM SIZE & N U. CONNECTION INFO M 2x4 P.T. PLATE g 8 7/16' O.S.B. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ - — T� MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 g z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL > J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. g W COLUMN SIZE AND BASE o LU W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM U) SCALE: 3/4"=1'-0" S3 SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. MASONRY WALL AND PAD FOOTING ATTACHMENTS & 18/D1 I I FOR COLUMN TO BEAM TRIM PER PLAN " I I 8 MASONRY WALL ATTACHMENTS EXTEND FILL CELLS C� TO FOUNDATION PAD _E m z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL I I MAT REINFORCING. w SIZE VARIES PER PLAN c j w/ MIN. (2) #5 VERTICALS 00 GRAD- > FILLED SOLID (SEE PLAN FOR ----A -_ w SIZE AND REINFORCEMENT) 0LU = _ • W Z ►=aww -= W BRICK PAVERS or SLAB PER p o 3:_ _ • �' • `• _ z_ a COMMUNITY SPECS U_ 0'-0" FIN. FL R� I I I I Ilr _iIVA• • MEN REMMM j' i c i i r\`i ii wiC ' , ' ' • • ~ co UN G p� M (r 7) a� T _ y 0 0 0 W ©- •- N 0 N O 1111111111" O _,�. .,\GEr4 v C�asf .�•�C� ' •Pdo P750 �Jt. ^lie {�'•� l� �,� To the best of the Engineer s knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W co H o roi of m Q U N O 04 J a N 6 C� J LL ao0% 9J u Cj0 6 u-hLLw anQ M LLU_aw 3:_ Z t � o o� o W N� W o2cc r m m W rn Z co N M0 isS20 LL Z 0 0 _j W W ❑ ❑ ❑ z N t+I z � z rz � - N N z Cn LL LU o p U 0V�_CD 0 w $ N Ly N CD U s I c (D Q 0 � e' r Cn co W M w o1 Z U zp 0O YH 0® Qd 0 �z on t'•- f6 x a�$ U zoE o N as 2i =� .ao� Ox mf z Q1 J U m c w zZ ■n 3 a. �1. $ aZ �w W U �o :,ck �_ O c0 V wa za a $3 = N 12 O >6 U) C rn Q \ I� / � O M Co r Q CrO OO ( ) .2T �// m T— r- U.)N 0 N Q O LO C.6 O T O co T M r 0 z z Eco E a a 0 � a o � JOB NO : 22-01577-01572 SCALE : AS NOTED SHEET NO. S3M • it rrl 19.1 n1" • 17 1 II ' II IA s (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PLAN 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL (2) 2x HEADER TO SIT 3/4" FURRING STRIPS 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 2x DEAD WOOD @ MID FOR CLEAN -OUT @ 8" O.C. OR 4d POINT w/ (3)12d DRYWALL NAILS MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK n PLATE WALL IS 1 112 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" TO DRAIN 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE EXTERIOR TO BLOCKING WALL (2) 2x HEADER WALL CLEAN -OUT A rs PER PLAN SCALE: N.T.S. 14 2x BOTTOM PLATE W/ (1)10d @ 8" 1ST COURSE 2ND COURSE 3RD COURSE VARIES O.C. TO EACH HEADER FACE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D SCALE: N.T.S. S4 SCALE: N.T.S. S4 SL� 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR KNOCK -OUT NOTCH LINTEL WHERE REQUIRED (SEE SCHEDULE) BLOCK W/ (1) #5 DOUBLE 2x4 SPF. #2 FOR CONCRETE PLACEMENT 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) Od NAILS 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING —� FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED • IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) PROOF TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. . • • • • , ... - • � 1 _'�" "III- ill l� IN ■■��� III■I■ NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0' IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL r 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. a ° POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" I 71" 58" 41" 34" 10" 6 3/4" 31/2"- Sic p�N00� �N 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEELAND GROUT FULL 8x8x16 BLOCK DOOR OPENING —C VERTICAL JAM a 5/8" DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4n , 71 ,AND 96-3/8n ABOVE GARA GE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NnT TRANSFFR 10AD. 2x6P.' J-BOLT TRACK BRACKET vvvn r nnvr� W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON V-4' (1) (2) (1) (2) (1)LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. O� SIMPSON HTT4 TYP. Op �R U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SL� aE SIMPSON SIMPSON TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD BOTTOM CHORD OR 2x4 BLOCKING2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING CRICKET AS EUSS END/ FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v 0/C FIELDco r 2x TOP PLATE V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _= CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" 2x STUD @ 24" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE FEQUAL @ 12" O.C. ROOF TRUSS STAGGERED FROM BOT. MOISTURE BARRIER UPLIFT CONNECTOR SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90* HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE - NAILS TOTAL) EA. SIDE OF 48• SPLICE STAGGERED • ' 4''iN 'OAST ATTACH ALL EXTERIOR STUDS W/ (4 16d TOENAILS TO TbP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. �+A F= 2240 LBS �7�t SIMPSON C SIMPSON SP4 SP2 P.T. ATE SIMPSON SP4 —t TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP2 ..r NAILED INTO TRANSOM FRAMING RECESS LINTEL SIMPSON SP1 SIMPSON RECESS SIMPSONSP4 LINTEL INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED 61 J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. t&NUT DXIED A.T.R. t&NUT ROOF TRUSS ABOVE /— 2X BLOCKING I C - 2X8 P.T. BOTTOM P TE D 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 n (2)16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. -MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES C E SHEATHING & 8" O/C FIELD S4 f(:D • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) o SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 N O 0~ co in`< N n- L U -O r O O < 0 — O LU N 0 0 ` %111 eorir11� o % Cj • CC STATE OF 0 R i'D `f� �. ft�f,11 •l,' i ;l % 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. 0 C Co W V E Co Q O M 8 r �+ N W V N cg C J LL w o? LL Lu W rnm v: LL d Y a -9LLLL a 13 z 0 Z r m - o 7'� N t0 m O J W co�OjO1 a a k u,=N04 z¢�Q�o OU U_5co Z W ❑ ❑ ❑ Z N c4 z 93 Zo a v a In Z C1 v cf) S Q) 4--J�LL ro „, W o IS lJ 0 w 9 N c m U 1 ® L1l J Q Y � e, 1! o M w z M o 2 J LL, ce E z z o > Q a O E U w� �O oa t� ~ C O E o �0 Up o °a Z N � o adp az �W 4? 6o (0 C: C C ox wo m0 oz zr Z J N j 9b �z � O W y O V a U �o 5 J .z w�_ st zla o 3 �N 12 CD CU rn O O r M C r O Q 46 OO /i mO �/ j T Q r Lo N CEO CD 0 04 0) O M r o m z T •i Z 0- Ev «? 0 _j ¢ o c JOB NO: 22-01577-01572 SCALE : AS NOTED SHEET NO. S4M �r.r.���,� ;�, >t..f� : i w u : u, ; : , • � i .: , .ate i�rr�rururrrrtrarrrrrr� _ �_ � _ _.. 1. 1 :111- J l l ... �L��l _.,.. �l. 1, :1 � L I. .L 1`._,:I� — — l - .. � ,.I - - - Li, u .iLA SIMPSON HGAMV 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. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 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 APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF , ' EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) & (2)10d TOE NAILS @ LENGTH (SEE TABLE) RIDGE FASTENED AT EA. END @ 48" O.C. EACH JOINT w/ (3)10d & SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS (2)10d TOE NAILS @ EA. FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR END BLOCKING 7/16" OSB SHEATHING ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM B SHEATHING OwS 1OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS Od NAILS @ 6 CACHED THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD " " SLOPE OF ADJACENT SCISSOR TRUSS) 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) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHINGDETAIL DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT w/ (3)1 Od & (2)1 Od EACH JOINT w/ (3) TOE NAILS @ EA. END 10d & (2)10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" 0/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED (2)16d NAILS W/ (2)16d TOENAILS INTO 2 x6 P.T. PLATE 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10d 3" 4 O/C SPACED 2x4'T" ON TOP OF PANEL (2)16d NAILS x @ INSTALLED PER MANUF. 1/2 x 8 J BOLT @ 48 O.C. — I I WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCREWS TO J @ 48 O.C. I I BLOCKING, FASTEN WITH MOISTURE BARRIER SIMPSON META12 w/ (7)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" O/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 1 TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/MIN. 4 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR M cSEESTRUCTURAL " X-BRACING, AND TOP N NOTES AND NAILING CHORD BLOCKING `� SCHEDULE FOR INFORMATION SHEATHING DETAIL BACKNAIL w/ 1 1 1/ " (2) 16d NAILS WOOD TRUSSES oo oo 2"x4" CROSS BRACE zz APPROX. 8" FROM 2X4 RAT RUN BRACING 1 1 2" RIDGE FASTENED AT AT 24" O.C. ON TOP OF t2' EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -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 FI 48" O/C FOR THE (2) 16d NAILS OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF 2X4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL 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) vV/ (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) 6 REFER TO NDS SECTION 15 3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d ) COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARI PG LOCATIONrD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 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 GABLE END BRACING DETAIL 12" SH SCHEDULE TTACHMENT '. SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T,S. SCJ MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERE WOOD TRUSSES MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4'T' ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING 2x4'T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d 2 2"x8" "L" BRACE -� NAILS AT EACH STUD ( ) SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, 8d @ 6"O/C IF >9" SEE 10/S5 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAM1OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 314" SEE PLAN FOR TITEN TO CMU CONNECTION 2x4 "T" ON TOP OF PANEL) BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 1Odx3" @ 4" O/C (2)12d TOENAILS i SECTION g SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `MINIMUM (2)16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) z w BRACING w/ (3)10d x 3" AT F • EACH CONN. @ 24" 0/C MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION UNEVEN CLG. rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - T-O" 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 NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) 1—CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. I I1�I o a g� NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) " f" 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 W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION „0 ., O M 0- co U- 0- -0 O C C) r (D N C.: / ~u7 .05 0 = .6 UJ ° Win N 0 N 0 �•, ,.�� �. LEtvf� Ns° �� ZAGO •'�,�C S,�•.:(s,, No PEy7 50 '� • �lt' �•• STA4 OF •� a To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. � n W E oho 8 w F. ik u N 60,1 LL (0 y P. Q 7- N- LL W Q NCN7 v� U. 0. Y �p corA J u- u- d W � 7" s� O @ o v W 0: Lg :g C� G x O _J 00 z to M Z IL IL O N a pU U Z W ❑ao U 2 z N (D z z a _ N � /� M V 1 'z'nn Vcc ,� l V O T Lu U � A O r_r_r N c Y in U L as -u E 8 Q Y o M i w 2 M o G Q E o H o as Qo U o¢ az Z N � ws <g Ww a ? CY C xU S m� o off z, 'w zN 9 v of —1 a i0 M z a3 P¢ aZ W ok W 3 o yLL � � C> GIs ;o mi R o� 3 C O rn c O ID1 > 0 LO L r � O C T Q T t Cr Y O 00 VJ O m Q T U.) Li r- CV 0 N Q O 0 CV) U) .9' 0 o Z Z 3 T iii c @ d E u: U -j Q p c JOB NO: 22-01577-01572 SCALE : AS NOTED SHEET NO. S5 ., .. _ T i.: 11 :.. is U d::. L L ss L �1il � ....�, � ... r_1�r� �.�... u"il�'-++i�.'IlJ ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C / CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS - TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" 0/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREAS 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ER\ 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.0 FOR UNDERLAYMENT STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE W/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING -SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER ~ PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 � FOR MORE INFO w 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD w LAYER 1/8" THICK. INSULATION PER CHART ON FLOOR PLAN B R ��S6 ETAL SEAT - OR FELT PAPER FOR - MOISTURE JBARRIER BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY E .\ .aCn 4 I a •: WWF OR FIBERMESH 6x6 W1.4xW1.I_� I , SIMPSON LSTA24 STRAP w/(8) 10dx 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL BAND JOIST `SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS —/ @ 24" O.C. 1st FLOOR WALL 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 FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS END SHEATHING TO )F BEAM OR GIRDER TE W/ O.C. )OR TRUSS/JOIST 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSIE ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 wl (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK 15/32 OSB �I EXPOSUREI x II SHEATHING —x —I PROVIDE II II BLOCKING AS REQUIRED PER D ru o SECTION X-X IF I I II _ U-1 NOT FULL HEIGHT SHEET C II II 0 Z O II II J1= � G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I T _T II SO F II EXPOSUREI F EXPO15/32" UR SHEATHING w II II II = SOLID 2x O IIIC III II II II I @ ALL O C SHEATHINGBLOCKING rn EDGES(SEE III OPENING SECTION X-X III C III x II II IrW II III x E71 _ 2x STUDS W III III II II II BEYOND. SEE PLAN o III 1 11 II I II I II II I I O II I — I Ill _L-1—II 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM M A I I r- I M I A -M ^ s 1 111 A r% r'f A\ A A FLOOR CONNECTION rB 3/8" "S" =NAIL 3/8" S6 @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 SPACING FOR ADDITIONAL INFORMATION. S 3/4 vT S 10 7� e— S' 1l2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES:' USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. CORNER TYPICAL "T" AND CORNER DETAILS N SCALE: N.T.S. S6 FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4N4" INSPECTION PORT AT EACH FILL CELL TYPICAL w AT GARAGE CONTRACTOR 2ND FLOOR FRAMING -SEE N TO CUT BLOCK OR POUR SECTION J/S6 CURB DUE TO SLOPE DECKING ATTACHED WALL SHEATHING NOTE: EXTEND DECO FINISH TO BOTTOM PLATE/CHORD W/ 8d 410 6" BELOW GRADE @ 4" 0/C, 2 ROWS STAGGERED =1NISH GRADE oo NI FLOOR TRUSS SEE FRAMING PLAN "'-i I' I I I ILL --STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION ,1 REV.03.16.21 SCALE:3/4"=V-0" S6 FLOOR TRUSS SEE FRAMING WEEP SCREED 4 z T PLAN ' y ' INSTALLED PER MANUF. 2"x4"CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1 ST 2'-0" OF I I NAILS @ 24" O.C. INTO TRUSS I I END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL RIBBONS DETAIL FLOOR TRUSS 0 SCALE. 1 1/2 -1-0 S6 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#.) ::X 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH .. d0 . CO tp e e' l 8'� 1�8m 8" CLEARANCEM N3" INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7116" FLITCH PLATE TO w/ (2)12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X r�yl SFF �O� N 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS TB 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) FXT �pFNtNIz y G 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 Ys" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT I PENETRATE SURFACE MORE THANyj". z _ OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL C7 @ NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z U. = © NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. ai O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J w/ 8d COMMON NAIL J w LL Lu O O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER }c o g a w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. t~n OF en Cou ¢ @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w O LL O MEMBER IF GABLE END (LL NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/4" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED ---'- CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONTALLY @ INTERVALS NOT EXCEEDING 10--0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 `r WWF OR FIBERMESH ' E— — -'— —.— i--- A 4'. -1 I I -III -III • ' W! m HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' 4' (1) (2 (1) (2 (1) LSTA30 4'4 (2) 3 (2) (2) (1) LSTA30 9'-16' (3) 3 (2) (3) 1 (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" 0/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. FINISH GRADE 00 ;I I I,; I (3) # 5 REBAR ON 3" CHAIR 14" I 1'-8" W/3" MIN. CLEARANCE L ALTERNATE FOOTING V @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. S6 y ti O UM co L►_ a r _ p Z C (LS C �iZ 1 -�3 C\I a: _ ta} C, 0 t, lL (n 0 O C U •_+ W N N O N O c'M o `!!!t 1111111 f f, fi�'r •No P 8750 w U'.• S T E OF • U' r j +4 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W LO W CD 5 0) 6m G co M N rn r- C3 W a u_ Qyr�ic a Y -9 uj a 5 " o Z 0 t m 8 L a N cD Ir O W_ �O_jO' d Q Fa ao co J a r to04 Z 0: N O Zp U U uvi W ❑ ❑ ❑ 0 m z N z $ _1 a V I Co N z Ur o Q) y_ J LLp N W is � p U O c 63 L E L 8 I ¢ �3 00 , C:) W M o UL E s a 0 � " o z• wo I.CL a� 0 < z N `° d i °do ao wZ I ro .y U mo ZK z J c7b im O W U 0 _ o� g <F MI5 >O cn �¢w o� = CV F2O > U) c rn O LO LO T � O M Co Q Cr o 60 U) o m Q T Lo N CEO -0 N Q O O LO r ai CD M o cc ' r E z m c m CL E U °� p-01 c c JOB NO: 22-01577-01572 SCALE : AS NOTED SHEET NO. S6 ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). STRINGER MUST MAKE FULL / CONTACT WITH LANDING FLOOR / JOIST Sim PSON A35 OR / LSC EACH STRINGER 13/4x11 VL 2x4 UNDER STRINGER / GLUED AND NAILED TO LANDING \ \ 2x4 CUT ON BEVEL ' DOES NOT BEAR IN I I WALL GLUED TO 2x8 Al IC;N THI.qSTI in WITH J-A 1-1 2x SYP CUT TO FIT 1 BEARS IN WALL I _---2x12 SYP BEARS IN WALL ' '-2x6 SYP I 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" NAILS F SECTION VIEW "A" SECTION VIEW "B" SCALE: 1" = V-0" SCALE: 1" = V-0" 2x8 STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER _ SYP FULL CONTACT WITH LANDING -D / 0, \ / —3/4" RISER CUT TO FIT MAINTAIN BETWEEN T" AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR —1 4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x12 SYP rSCAB 2x4 GLUED AND NAILED (EACH STRINGER I SIDE) TO BOTTOM EDGE OF 2x12 STRINGER x —2x4 DRAFT RISER AND TREAD STOP / X X; z L —2x8 SYP DRYWALL STOP MUST / NOT TOUCH STRINGERS 1 BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ I" X 2 J" TAPCONS @ MAX. 32" O.C. I C � 1 ROVIDE MOISTURE I \ PROTECTION LZATTACH ALL COMPONENTS / IR TO CONC. W/4" XCONS @ MAX. 32" O.C. 1x4 GLUED AND NAILED TO STRINGER TOP OF ' \ STRINGER 1x4 GLUED AND NAILED TO STRINGER 2x4 UNDER STRINGER GLUED AND 2x4 DRAFT STOP NAILED TO LANDING BLOCKING x8 SYP [ D 2x8 SYP DRYWALL STOP 2x4 PT NOT C MUST NOT TOUCH ' INTO STRINGER ' - 2x SYP CUT TO FIT `STRINGERS G H D BEARS IN WALL 2x8 BLOCKING FOR STRAP 2x8 SYP I 2x12 SYP BEARSE I \ E I — t� � IN WALL I 2x4 BLOCKING FOR 2x12 SIMPSON A3� -El . I i--r— 2x4 PT UNDER 2x12 OR LSC EACH L-1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE: " = 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 / \h 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 zz NAILED 2xi I D FTS P 2x4 PT NOTCHED INTO \ 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS / \ _ x4 GLUED AND NAILED TO STRINGER E—/ FOR DRYWALL SPACING H SECTION VIEW SCALE: J" = 1'-0" SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL STRINGER 2x6 SYP / \ 2x4 SYP BLOCKING OPTION: 2X4 CUT ON FOR STRAP BEVEL GLUED AND 2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ NAILED TO SUPPORT (14) 10d x 1 1/2" NAILS) W/ SIMPSON H3 — AND NAILED TO FLOOR WITH GLUE / AT STRINGER CONTACT POINTS / SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL --2x12 SYP BEARS IN WALL BU LLNOSE DETAIL SCALE: 1" = 1'-0" RINGER 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 NAILED I 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE -AT" STRINGER CONTACT POINTS V1 SCALE: 1" = 1'-0" SECTION VIEW "E" `t2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS Lx*/GLUED AND NAILED TO STRINGER / FOR DRYWALL SPACING H E SECTION VIEW SCALE: 4" = 1'-0" SCALE: 1" = V-0" 3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAM I NC 2x4 DRAFT STOP 2x4 BLOCKI NOTE: 2x8 I \ DRYWALL STOP NOT SHOWN \\ SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTTOM GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACTOR \ j '— (2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 R PL16" W FROM JOIST TO JOIST. USE ATTACHED LV 12d NAILS 2 X 12 BLOCKS, GLUED AND @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. AND VERT. SECTION VIEW "G" SCALE: 1" =1'-0" F SECTION VIEW SCALE:" = 1'-0" NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11 X1 7 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = V-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW . JOINT LTO )ISTS) H I/ - 2X STRIN4R 2X BLOCKING PSON MTSJ2 w/ I 10d x 1 1/2" ►NAILS \3w OR 2X BLOCKING 3 RISK / VARI E ECTION VIEW "H" SCALE: 1" = 1'-0" W ) ~ M cv U. (]-. r I r Q l.J y r - a) O O,� 7 N 0 N 0 �EU�k'''. •IV"- a`�G`) •. �' C E - . No a PE % �0 j1 0-1 �,-;A-�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 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. OD F E a 8 N # n0 a � J LJL d! (30 EL a Y N yMv a JLLLL a�3 Z ° tp m 0 J 0 ¢ a ¢ a Z Lo tN.,Z myO ILW co N U y OU Z U z CN M z C� a C- tV — z N 8 vG2 LL C—/3 O—� w � U1 c ID U � Lij � w Cl) M w o Z g Q n ZQ Q E u (O WO R tc 0 R. UO 00 Z11 C O cv a ¢ 4 Z w L 8 Q W 2 C O Z U m� Oa Z N J 3 ab 0� �z o W�W U J O �a }O x zla a 00 =N N O ICU ` rn 0 O O Ll') r M_ L CO T O Q Cr O 00 � o m r QT' CEO 04 0 N Q O O Lo N C m Z 3 T iri E Z m a E v w? U Q p c c JOB NO: 22-01577-01572 SCALE : AS NOTED SHEET NO. ST 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT TO PRODUCT P T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. '17-APPROVAL FOR CONN. 1 X 4 1x4 P.T. 3/16"0 X 3" LONG ' � C FURRING " � FURRING 3-1/4" LONG X 3/16" 0 FURRING (2) ROWS 3116 x 3-1/2 TAPCONS TAPCON @ 16" O.C. & 4" 2X8 TAPCON. INTO STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH PER MANUFACTURE 1 DETAIL MASONRYTHROUGH 1.1/211 DETAIL 1x4 P.T. & 1x8 P.T. 1x8 w/ (2) ROWS 8d NALS 3" DETAIL STAGGERED 12" 0 C DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN @ 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL EACH END W/ MIN TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" - ' Cl x 3-1/2" TAPCON @ 16" 1x4 11, (2) ROWS 3/16" x 3-1/2"� TAPCON @ 16" O.C. & O.C. & 4" FROM EACH END MIN. 2" EDGE DIST. FURRIN( i, w/ 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 1 OdxW 2x8 n.. nr7TA II n i /A11 r1CTA II STAGGERED @ 12" O.C. 'A-1 All nPTAlt 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) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS 1 /4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK — - 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" SECTION A -A 8" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO ) /4" MAX 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 NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK B-B SCALE: N.T.S. SS 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 DIAAGONAL 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 PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. 8 FILL SOLID BOTH CELLS #5 REBj (TYP,) STD. 90' HOOK (1 VIL t5"L NOTCH WEB AT FIRST 2 COURS 1APACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4 xl 1/21 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 #) 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 ALL (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE 'IS" OR 'IN". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: SEALANT * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. " PRESS PANEL REINFORCING INTO PLACE. 6„ MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING- DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY—/ TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4Y�" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4' X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY rL SCALE: 3/4" = V-0" SS #5 CONT. TOP & MID MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 6-011 p� GRADE > p • M P Z NS (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" L FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION ♦♦♦ DO NOT DO THIS ♦♦♦ ♦♦♦ #5 REBAR (TYR) ♦1♦ ,R ♦♦♦ ♦1♦ ♦♦♦ #*TD. 90° HOOK (TYP.) YP.) ♦♦♦ ♦♦1 1. ♦ ♦♦ ♦♦♦♦♦ +211 NOTCHTV ♦t:FIRST COURSE rHE ♦♦ ♦♦ 2"x BOT, PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ ZX BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/40 1/2" SDS SCREWS - INTO BAND JOIST & (4)1/4N2 3/4" - F_- TITEN INTO K.O. BLOCK FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP, 2-STORY WALL SECTION FOR ADDL, INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE T- j ALUM FASCIA PER PLAN I I 1-3/4" TRIM PAINTED I I SS NAIL w/ 5/16" HEAD F CHANNEL, I FASTENED PER I DIA. @ 24" O.C. NOTE 2 BELOW —I—�—L CONT VENTED OR SOLID SOFFIT CONT 2X4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) G1 C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE SF01 STRUCTURAL SOFFIT SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2 X 4 #2 SYP SCAB TO SIDE OF 2X TRUSS AS SHOWN FOR O.H. UP TO 2'-6" °�FRyq * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. + + IFHGTH (2)10d NAILS @ 8" O.C. + + TO TRUSS TOP CHORD + + + + PLYWOOD SHEATHING + + + BLOCKING AS 'RUSS + REQUIREDTO + SUPPORT SOFFIT 2X4 SYP .. . EACH TRUSS CONNECTOR 0 SEE LINTEL SCHED. PRECAST LINTEL I , IfJ1V' SEE ELEVATION ' FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - n / DIA. ALL THREAD ROD 58 0 EPDXIED w/ SIMPSON "SET' EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3,-. CI=1= cu1=1=T n) ANn r z O 2 U_ O w a U a FILL 1 St 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. A' OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REM 11-011 51-011 NISH .... • Y >• r •' ' ►•• #5 BAR X �. Ile 1�"ei ► D • p r .: .• CENTERED W/ g ► ..' +►z IN TOP 4 ak-- KNOCKOUT/CHAIR BLOCK I MO NO 0 FOOTING .• • SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL .► •. 6 Z DIRT � �•• • STANDARD q #5 BAR IN ! 90' HOOK N FILLED CELL, �,k, L14 Nk STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = V-0" NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 34'4" 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 34'4" MIN. HOLE SET BAR IN EPDXY L—J EXISTING FOOTING RETROFIT FILLED CELL DETAIL /•1\ AG..OI r\1 PV%Llrl SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. O N O c UN ► L- ;3- Oco .<. �. 4 a � n G V O - 0 1.lJ N N O N O M 0 ,��lStli:�j3p! N . L c afro . • • ° • (•� i. A• r C):1 E. v �'+'i rf�t,�, ,ilk► y t �,. 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 Co F' o R ��10_� DO " (A � , a 5 a d) �M0rL � LLax a e' W rn amp JU_ Z m = O1 0 ` 1133 rg� OF-w J J • N (O m O W 0 � o � a Z L to M Z K rn O m N Q r) J Z W ❑C]❑ 0 Z N io z z o 3 a JP a N to Z c� o Cn c0 in in W OJTI — a I. � A as sI to o Mz W o ce E zo12. sI E O E: r6 �z < = Z® oa d' F_ _ XO 0 �O OU Z o E N � d°z 0 ag <o XZ a z ¢W a? tv C z Y m� O oLL Z U m O Z Q W t u� g ;g � z .Z a w W 3� �k J� CD _0 V zla < 01 =N °O > Cf) O t� >LO � t17 T O Co T Q Cr O - rn O V / m T Q T 0 N CD N Q O I LO � N M O C m T 2 Z E E m c a U JOB NO : 22-01577-01572 SCALE : AS NOTED SHEET NO. SS PASCO COUNTY 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 BUCKTO OUTSIDE EDGE OF ' ' MASONRY WINDOW BUCK r 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME TI WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE 'V' SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE - BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure' 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 SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as Q# in each detail that corresponds to the numbered items in the list of Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary I SINGLE JOIST SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST WEATHER ✓E BARRIER & IARILY 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 ED FLASHING (SEE DETAIL WP07) 8 2 SELF -ADHERED FLASHING OR JOIST WOOD BEAM BELOW SELF -ADHERED FLASHING Q 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 1'-d" PFR 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-ADHEF 0 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER U ED CL a W IJJ a = w C� U W W 2 � Q Lu w Lu co O x rn F 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 8 2 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 la :LF-ADHERED FLASHING ,TCH HERED FLASHING 2 4 5 WINDOW UNIT st 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 water EXTERIOR CEMT. FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The 20 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 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 RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING SELF -ADHERED FLASHING 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 SCORED 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 RE ADHESIVE AS SHOWN)SE PAPER TO contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved 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 with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the shall comply 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 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. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. w t R t B 7.7.At built-in gutters. F 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 a er esl an arrler 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 STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB I I , I SF LATH ' I I 1 ER STOP NUOUS BACKER ROD LANT NTITIOUS FINISH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster �i`. O�iM. - • • . .-......... o :. • • • Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all � O O SUN C-A cal (a Lt- (L W., .te - 0 ` - U p . N 0 N O M ``at9iilt!i?!j` O L E 1,-v P • t0. O .;y� G•E /V G �. ` � Nx r o f E7 ;� y' �ro: • S T Ai i E OF l ' C' <C! a .. •C Q �:� j ^.t �f1f iii!'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. r E n a� Q O mN 8 N N � 0 0 » � r- w _ � v a rNi Y JLL U. a. LU z z =M4� 0o 0 0 p(Vm m 0 W �j °' °' d a a a Z N M Z tY y 0 a0 Ci J rn O Z ❑❑❑ W U' Z N z � 8 z o Q a � E3 N Z v CD� cn 0 w to c YZV) U_ as = L _$ L •j U 0 � c � Y Q N 0 co w M w o Z Q aE 0 E � o0a �Z Z 00 v I_U °< 0° S� Z o E N � ao a Z wg QOW� �Z W Z W2 . �� - N = °m m° z Z w Z J3a ^ a z W to - 3 U n a Z w � =N e0 > 0 N co rn m . I O O \ 0 r O Co r Q T Y O OO O vJ m T Q T CEO 04 Q CD O LO r S 0 M 0 E Z E y Z `m a E 0 _J Q p JOB NO : 22-01577-01572 SCALE : AS NOTED SHEET NO. W P �� a I W..,_._:. ✓ 1 �,n.. u e L..,a s a>v u.a I: 11= a:1 r =�ur.r. a 4 MIL 1 1 1 t A 1 1111,,, a&. u ' u 1 Au► ll, �j. __ _ A. NEW 1 . _lam_ u i L uk I� auu�� Ill flu �,lyi■i _. -- .1. ll a , , Y 11�� - -- - - - - I I LI IliiiLlllJW - .., Mounting Bralckats (10 Gauges 41 t2' x 4112e x2-1 I* $aCit Crass Support (May be cut iD W) See ArKhor Schedule / \ Right Bracket (lit Gauge) 112e Dix A325 (TYP.) `'" * 14 Self -Drilling Screm 1 as�sN AiC Unit BmDm Edge Hurricane Strap (Typica F 3 in front) washers Front Cross Support Selfi locking Nuts (May be cut to w) Lett Bracket (16 Gauge) 014 Sari-Driling Strews Thru Bracken 6 Back Cross Support Into All Unit $Mom Side (Typical: 3 each sine for hurricane use) INSTALLATIOW M09MATION Sptiitie ,notauaarnn sndu uiimu ear paotrrlal wA nci1 tiMlri vi a A;e Brw.*- Ra cod SW neassift aawla$tc "a aegYr� rib! mm arw Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pepe 1 cl t 12fi l ger& min version Nmvffmuw Conrad! lnEnIW Lkaine VaNdded M Yam. submitted Fee Awrovel Ifeara d status. Fdlhmdbn 2D20 Smart Vwd Products, Inc. Nrchaal Graham Hamm F. Nirno P.E Lacte a-d. P.E. 12M el12MW020 122erA20. Approved Cereal structural Components (577) 441-8368 PE 73778 (334) 3M1800 subcategory: Products Introduced as Result of troduce Info@srrodvenLcon New Technolo➢y Compliance M.Nod: Evaluation Report tom s F1040 Registered Architect era Uansad Florida Professional Engineer g,gA Pie ,dal-xurniti- rnr. $, D ouYav Asshhranrs Aoorowdfor Use Amoyed Ia.l1YHZ Dumi for Use ,HVIlZ IIODact Ministers uNkm Ptl-- 1 Sment"ll Model#1540.610 DuaIFUM1monfleodand WrtlationVent 1b31n023 Yea Yea NSA 4100L100 2 SmedVenl Modai #1540511 Dual Funmm Flood and Ve del Vein 121311tIM Yea Yea NIA N001100 3 &nadVem Model#1540.520 travail Flood Vent IM11211M Yea Yes NIA •CODA 100 4 SmadVnl Marbl#154d521 nsubod led FloVent 12/312023 Yen Yas NW ♦1ODA100 5 SnreftVwd Modei#1540.524 16&qud; Gera➢e Door Mod Vant 1213W023 Yes Yes N1A WA 6 SlnedVem Made4MS401570 Wood Well In sulebad Flood Vent 12A72023 Yes Yes NIA a10DF1co 7 &mrtVwA Mode:*15b574 14,5aqud: Gangs OCO Flood Vnt 12312023 Yes Yea NIA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pepsi ar1 1n4292t Florida Department of Business & Professional Regulation Page 2 of 4 Building Codes and Standards 112512022 Product Approval Application Detail � Tie version Manufacturer contact E & Lloenae validated BY Val�ed 8u FBC.Aooroval Approved am. Revision 20M Therma-Tru Corporation Soave Jasperaon Lyndon F. Schmidt, RE Ryan J. King, P.E. 041151202'I 12l3121)20 047222021 0IVD8r2021 Approved Category: &tensor moors {800) 843-7828 PE-43108 (813)787-6566 SubCategoM• Swinging Exterior Door Assembles s) ax-rQthermel Compliance Mal Evaluation Report from a m Fiords Registered Arbil or a Licensed Florida Professional Engineer Fulf2a4684ts:Plotuetr - �e11MA4IaUtrhco Ageraagdfaruse Aaoroggfar Use IMMd P_461110. Prdlued• Model. Number or Name PreouctDoxecrinfiltus Contract F3mlraeon Data in HVHZ Outside Hi Preeaurw 1 a. Therms-Tru Fiher-Classic and Smoottl Nominal 88#30,88quotlnpactill Opaque 12/31Yd022 No Yea Yes N/A Composite Edge Rberglass Single Door (InsWelg/Outswng; X adefl9brat1vl) 2 b. Therma-Tru Fiber-Cbssle. and Smoam-Star Nominal 6&#31e,8 8quotlmpactliquirt Opaque 12131r= No Yes Yes WA Oomposte El Fiberglass Single Door with- Sidellar(s) Onisohng/Outawng; XO, OXor OXO 3 c. Therm4-7ru Fiber-Gassic and Smoolh-Star configurations) Nomura) 6&#3068quotlmmpact&gdot Opaque 1213112022 No Yes Yes NIA Composite Edge Fbeigless Double Door Wth or ,nimout Sdelites OrmaingirOrrtsMnO X(or 0)= 4 d. Thea-Tru Fiber -Classic and Smooth -Star mn cdnnguratons) Nominal B&#30,0 &qu nImpact&quot Opaque 12/3112022 He Yea Yea WA Composite Edge Fiberglass single Door (InsWrlg/Outswlg; X ernflguratlon) 5 9. Therma-7m Fiber -Classic and Snootlh-Sat Nominal BM#380 8quotirrpamBgUot; Opaque 1273112P12 NO Yea Yes WA Composite Edge fiberglass Single Door tveh Siddill (Inswirg/Oulavrng; XO, OXa OXO conRguraeons) 8 f. T'hermaTru Fter-Classic and Smoc#h Star Nominal B&M O 8quotlnpact&quot Opaque 12131r70i2 No Yea Yes WA Composite Edge Fiberglass Double Door with or Without Sidelees (Inavlrg/0trtswlrV, XX or OXXO confgurailens) 7 g. Therms-Tru Fiber -Classic and Sinmm-Ser Nominal S&#388 &quotlnpactil of Glazed 1213112022 No Yee Yea WA Composite Edge Fiberglass Single Door (Imin-amuhwrg; X-figumbol 8 h. Therma.Tru Fiber -Chassis and Smooth -Star Nominal Will 8stuo;lnpactli Glazed l2131i2022 No Yes Yes WA Campos" Edge Fiberglass Single Door wbh a efite(s) Onsmirg/Outsivi ; XO, OXo OXO configuration.) 9 i. Therma-Tru Fiber -Classic and Smooth -Star Nominal 88JRi9;8 &quotimpact8,quot Glazed 12/3112072 No Yes Yea WA Compexate Edge Fberglaes Double Door Wth or Without Skelitrs OrnawrgJOutawi ;rg. .XXa OXXO 10 1. Therms-Tru Finer-Caasais and Smoom-Star conrguratlona) Nominal8&#39;0 Squetlnpact8quot Glazed 72/31/2072 No Yea Yes N/A Composite Edge Fiberglass Single Door (InsWng/OuhwYg, X conflgumtian) 11 k. Therma-Tru Fiber-Gaalo and Sniooth.Smr Nomina188,f13;08quotl'nlpactilquot Glazed 121312022 No Yes Yee WA Composite Edge Fiberglass: Single Door Wen Side lied OnaWnshowri W ng; XO, OXor OXO 12 I. Therm-Tru Fiber-Closalo and Smooth-SYar configurations) NOminal 8M39;0 &quot',n" d&ql Glared 121312022 sib Year Yes WA Composite Edge Fiberglass Double Door Wth or without Sidelttas Onswiny0ulawing; XX a OXXO cgnfigYiationa) 13 m. Therms-Tru Fiber-Clasab and Smooth -Star Nominal 66p39;B &qufftinlpectdgieot Olezed Molded 1213112022 No Yes Yea WA Open Composite Edge Fiberglass Single Door OnswrgiOutswigi X r orrfiguiation) 14 In, Therm-Tru Finer -Casale, and Smooth -Star Nominal 8&0391,8 8quotlnpacUll Glazed Molded 12I3112022 No Yes Yes WA Open Composite Edge Fiberglass Single Door win Glazed kicked Open Sidelltil (I neaving/Outewbg; XO, OX or OXO configurational, 15 0. ThermaTru Fiber -Classic and Smooth -Star Nominal B&M91 A &quote mr oot&quil Glazed Molded 12/31/2022 No Yes Yes WA Open Composite Edge Fiberglass Double DoorwIth a without Glazed Molded Open Ssleldes (Invarg/Oubw'eng; XXw OXXO twldauratiwna) to p. Themm-Tru Fiber -Classic and Smooth -Star Nominal 00130B &q oklmpectill Opaque 1213112022 No Yes Yee WA Composite Edge Fiberglass Single Door with Molded Open Sidefitill OnsW rIg/Ouawing: XO, OX or OXO configurations) 17 q. Therm-Tru Fiber-Claselc and Smooth -Star Nominal 8M#39;8&quotlmpact&quof, Opaque 103/12052 No Ya Yee WA Campoata Erbe Fiberglass rouble Door WM or vuitlhout Glazed PJoked Open Siidelitea (Inavdng/Outswbg; XX orOXXO odrifauratal January 27, 2022 PRODUCT APPROVAL SPECIFICATION SHEET,, As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 9 a EXTERIOR DOORS A. SWINGING Therm aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.01-67.0 psf 12/31/2022 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FLill 5332.1 - FL15332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/1412026 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.41-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.01-60.0 psf 10/8/2023 PGT Series 5500 F L239.2 NIA 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/--55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.01-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/26/2026 E. OTHER 3. PANEL WALL James Hardie Building Prod, Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Sort FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underiayment FL12328 N/A 6/29/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FLill 7679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NiA 12/3112022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NiA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999,1 - FL1999.4 NIA 12/31/2024 MITek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N(A 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 NIA 5/21/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) Florida Department of Business& Professional Regulation page Of Building Codes and Standards If25022 Product Approval Application Detail 15211fity or Cate Pehdlne go ISM Version Manufacturer contact VAlldated av Validated submittal Il Approval moved 111111312 Revision 2020 Therma-Tru Corporation Sew* Jasperson Lyndon F Schmidt, P.E. RyanJ. King, P.E. 07123/2020 0711212= 0712114mo 10113/2020 Approved Category: Exterior Doors (800) 843-7828 PE-43409 (813) 767-5666 swing Extern, Door Aaeembres nasperson�themmtru.ce srt Com��cary. Evaluation from a Florida Registered Architect or a Licensed Florida RIIYOATOd28Predudsa Proresshnal Engineer se1e x Prodwt Yodel. Number or Name Product Damon L111a11IXAs AGM Approved Rlr Use Aonrovedfor Cantrad Esolration Data to FIVHIZ Use Outside itle HV Rea pressure 1 a. Therms-Tru fiber-Cbissic and SnnothStar Nominal eal8 &qucklmpect&quot Opaque 1213121122 Yea Yes Yes WA Composite Edge Fiberglass SingleDoor (ImeA glOutia wing; X configuration) 2 b. Therma-Tru FbarvClasaic and Smooth -Star Nominal W091.8 Bqalm upact&quot; Opaque 1213112022 Yea Yea Yes WA Composite Edge Fbareass Single Door with Sideie(ra OrManglOutsWrig: Xi OX or OXO conngureters) 3 a. Therma-Tru Fear-Cl�eloand Srlaoth-Star Nominal wws &qupohn'scti,,ox 0". l mit2022 Yes Yee Yes WA Composite Edge Fiberglass Double Door Hier or viltrout SIdelHes(InsMng/oLdom ;XX or OXXO cbinrlgura8ons) 4 d. Therms-Tru Ricer Ciassle end SnroothSter Nominal 8&#39;0 &gimtlmpact8,quot Opaque 12/91f2022 Yes Yes Yea WA Composite Edge Fiberglass Single Door 9nsWrgiDutsnirg, Xcmdguraton) 5 e. Therm-Tru Fiber -Classic. and Smeroth48lzr Nominal 8&#391,D &queklmpaf#&quot. Opaque 12J31r2022 Yes. Yes Yes WA Composite Edge Fibeglaw Single Door Wth Sidelil Ons+any0utwing; XO, OX or OXO configurations) 6 f. Thermo-Tru Fiber -Classic and Smoah.Star Nominal 881 &quokimpactili Opaque 1213112022 Yes Yea Yes Ni Composite Edge Fitlerglass Double Door Wth or without 9kIie()nswing/0utsvang; XX or OXXO configurations) 7 g. Therms-Tru Rber-Classic and Smooth -Star Nominal B&fF3 IlaclucOmpactli quot Glazed 12f3112022 Yes. Yes Yes Ni Composite Edge Fiberglass Single Door (InwkWOutawing; X configuration) 8 h. Therms -Tin Fiber-Classc and Smooth -Star Nominal Will8 Bquotlmpaet&quok Glazed 12131/21= Yes Yes Yee WA Campoarb Edge Rbeg ammo Singh Dooryath sidelial {Inawing/Oub ving; XO. OX or OXO configurations) 0 i. Therma-Tru Fiber-Cleseq and Smooth -Star Nominal Offal 6 ii1quotfmpact&quot Glassed 12131/2022 Yes Yes Yes WA Composite Edge Fiberglass Double Door v4m or »ithout Steadied (Imaivi g/Outsaing; XX or OXXO conBgUratons) 10 1. Therma-Tru Fiber -Classic and Smooth -Star Nominal 811l#1 8qud1Impact&quM Of ad 12/31/2022 Yes Yes Yea WA Composite Edge Fiberglass Singh Door (Inaeing/Cubavirng- X configuration) 11 k Therm-Trti Flu r-Classic and Smooth -Star Nominal 8&#3gr08quotbnparl[&quot Glazed 1213172022 Yes Yes Vac WA Composite. Edge Fiberglass Single Door with S'idefte(ig Onsw rigiOutswing: XO, OX or OXO configurations) 12 I. Tharna-Tru Fiber-Chssc and SmoothSlar Nominal8&030,,O 6quokimpact&quak Glazed 12J31/2022 Yea Yes Yes WA Composite Edge Fiberglass Double Dow with or vathout Sidelites (1navvinVOubwirq; XX or OXXO configurations) 13 M. Theme-Tru Flber-Clot anc and Smooth -Star Naminal68�#98;68quctlmpad8,quot Opaque 12J3112022 Yes Yes Yea WA Compaelte Edge Flos:rglesa Singlel3oor yAth & MINIon-ImpecAquot; Sidellb(s) XO, or OXO ratiana) (Noss 14 n. Thwma-Tru Rber.Cloaalo and Snlootli•Star Coalfig no i�;8 quonWOutsirying; Im Sig mpeetequot Opaque 92f3112022 Yes Yee Yee WA Composite Edge Fiberglass Double Door with 8quotNaslmpact&quot: Skelites (InaAirglOutsW rg; OXXO corrflguration) 15 O:Therms-Tru fiber -Classic and Smocith-Star Nominal8&N38;D 8quotimpact&quot Opaque 12131/2022 Yea Yes Yes WA Composite Edge Fiberglass Single Door Wth squat Nal-IrnpaexRquot; Skeli6e(s) (Inswinpf0ubwing; X0, OX or OXO configurations) 18 p. Therma-Tru Rber-Classic and ShrwothStar Nominal M#39{0&quoClmpact8qu(A Opaque 12111r2022 Yas Yes Yes Ni Composite Edge Fiberglass Double Dow With WaNcin,brpec!&qua; Sldelhes (InsWi g/OubW rg; OW configuration) - 17 q. Thenru-Tru Falb -Classic and Smooth -Star Nominal Salsa 8 &quatiNon-Impectliquot Opaque 12t3112022 Yea Yes No WA Composite Edge Fiberglass Single Door (InsWi gtOutawirg; X configuration) 18 r. Themle-Tru Fiber -Classic and S7moth.star Nominal 0"39l &quotAon-Impad8quot Opaque 1V31i20T2 Yss Yes No WA Composite. Edge Fiberglass Single Door with Sdeltill Onewingroutsvdng; XO. OX a OXO configurations) 19 a.Therms-Tru Fiber -Classic and SmaWHStar Nominal 8&";88quot;Non-ImpacMquck Opaque 1MI12022 Yes Yes No WA Composite. Edge Fiberglass Double Deer w4m at r4mout Skeleas (Irvs.WnglOutaWng; XX or OXXO configurations) 2D t 7herrtra-Tru Fiber -Classic and Smooth -Star Nominal S&IIii 8qudtNon-ImpocAquci; Opaque 12131r2o22 Yes Yes No WA Composite Edge Fiberglass Single Door (Insuang/Outswing; X configuration) 21 U. Therrtra-Tru Rb*r-Classic and Smooth -Star Nominal 88,#390 &quotNorr-Impact&quot Opaque 12/31f2022 Yes Yes No WA Composite Edge Fiberglass Single Door with gdeli-e(s) Onswrig(Outswing; XO, OX a OXO confleura➢onsl 22 v. Thamn-Tru Fiber -Classic and 9moodvSbr Namimil 8&#M;0 &quotNon. lrry chill k Opequa 12r3 OOZ Ya Yes No WA Composite Edge Fiberglass Double Door Wth or - without Sidelibm Omawirg/Ou[ewing: )0Xcr OXXO. configurations) 23 w Thermo-Tru Fiber -Classic and SmocthSter Nominal e&#310 &quotNon-Impactliquok Glared 12/3ia= Yea Y" No WA Composite Edge Fiberglass Sigle Door (In X configuration) 24 X. Therms-Tru Fiber -Classic and Smoelth-Siar Nominal8&N39;8.&qu0thbn-Irnpaet&quoit Glared 121311= Yes Yes No WA a RI Ingle Door YAh 9delbe(s)g(f B OX off OXO configurations) 25 Y. Theme Tru Fiber•Gaedc and Smooth -Star Nominal 68#39;B&quokNW-lrrp2cl&quoit Glazed 12/31/2022 Yea Yes No WA Composite Edge fiberglass Double Door Wm or W01out SMefth s (ln&MngfOUWMng; XX a O)0(O configurations) 26 z. Therrro Tru Fiber-Claalc and Smooth -Star. Nominal B&C38;0 &quotNon-Impacl&quet Glazed 12131/2022 Yes Yea No NIA Composite Edge fiberglass Single Door (Inswrg/Outswrig, X oYrtfigurabon) 27 za: Therma-Tru Fixer -Classic and Smooth -Star Nominal 8&#38;0&quokNorrlrrpaal8quok Glazed 121312= Yea Yea No NIA Composite Edge Fiberglass Single Door with S)delite(s) Onswnp/OutsWrg; XO, OX a OXO confguratore) 26 zb. Themma-Tru Fiber-Classc and Smooth -Star Nominal S&#39;0 aquot;Non-Irrpad8,quot Glued 12131= Yes Yes No WA Compoeee Edge Fiberglass Double Door Win or .without rations) a Orneving/Oubwing; X1(or OXXO configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paget d2 I FV'bi 21 Srs4! rDDffiY9L t7sit � Dere FfMrw gy MM version! Sri. EndnerLI-fidrsf Vradelad av Y submittedFRCAM-11 �1td Revision 2020 MI Wndoxs end Doors Brent.6ithuxer full Roberto Lamas Steven M lMdn. PE lwar 10MV2020 20 illma202a 12115=20 Approaad Ca rgW. Extrma Dons i717) 3B5-3300 PE-M14 (717) 317-8454 ahbCdeal aldn9. Exherla Door Assembles bx10ngere.l d.can ConVibnce Method Evalua➢m Report tom a Florida RV*Omd Ardieed a e Licensed Florida FW Pronefsontl Engineer saes PradDet Model. Iamb4rertbma quality Asfurarrsr Amrowdfor Use Armond ,>� outswo fa use HM know Radrant I� p 4 1 SERIE3420AtUMINUMSM SERIES 420 ALUMINUM SOD OXO 121312024 No Yes No NIA 145-3148.quob(W&qua; NON -REINFORCED 2 SERIES 420ALUMINUM SGD SERIES420 ALUMINUM SGD OX XO.)X 12/312024 No Yea No N/A 88&gfd;s80&Wot NON -REINFORCED 3 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 12/312024 No Yes Na WA 145:314&qudX0SWl 4 SERIES 420ALUMINUM SOD REINFORCED SERIES 420ALUMINUM SOD REINFORCED OX ID312024 No Yes Nib WA XO. XX96sgsotX96&qud; 5 SERIES 420.ALURNNUM EGO REINFORCED SERIES 420 ALUMINUM SOD REINFORCED XXX 12/312024 No Yes No WA 143&gsot;x9e&gsd; Florida Department of Business & Professional Regulation Pap 1 uf2 Building Codes and Standards 108f2021 Product Approval Application Dettllll- -- - Sr➢Y! lalitLor, 20 ale )Litt Mm Y!ffiffi Manufacturer i Social & IJcande "Nark By YrAidded aLinurm FSC.Ann tN Approvedi Rewaon 2D20 Wayno-l)etan; a division aC-heed Door Onesyne Kvaah Jahn E. Scales Jeffrey P. Arneson. P.E. 1 LV1.2r2D20 09itA12020 10232020 12f1512020 Approved corporation (330)783-8121 PE-51737 (904)821-5200 CaNsta nExterla Dears dlroml"Wayna-daltm.c sueCatamx Se bar al Eataria DoorA.emmNlaa ore CompOer Ndbod: Evaluation RePat earn a Florida Registered Arc heectora U=KS`dd Florida Professional Engineer 9p # PriaaKt Model Number of Mama Product Dwrlston cluster Am- Corbact P.aNratlm Dale Ana "al fa Ufa Aomavi d for rho � OiadM HVHZ gggmaut, ttedyM gs $essum 3 00001810N8200 11105 24f39; Max sidlh. 1441#3g; Max height Gluing 121312023 No Yei Yea +31.00A35.00 aWlbbfe in led or Intermediate Sol 10 800gra1008200#1123 16&Mt Max width, 144#39 Max height. Glazln➢ 12131/2023 No Yea Yes .30.0oA33:50 agihbb in Wp erinbrmebate section. 11 $11M101M1200#1124 16saO9 Mas Mark 146#34 Abet height. Glung IV 2023 No Yea Yea a34.40630.31D MIW* in 10P of ntermediate emdbn. Florida Department of Business & Profeselonal Regulation Pepe 1 at Budding Codes and Standards IN1 Product Approval Application Detail - Q91111 entry a 12a11! 1LLa AisI4Panel am version Manufacturer .fit End-.& Liessom validated err VAMd oubmum FING Agameral Agarguad Main - Rawson 2020 Crimes Division ofAADG. Im. Tom Ristay UL LLC Troy Bahl P.E. 1211.02020 IZOI2020 I212020 Approved Category: Extmer Doom i641 f 494-2813 (954) 947-0880 "Calaill• Extend DoorComponnts tam.lalteyQaaaeblq.e. - Flneta5 4M Freight Compliance Method Cstflcatlan Mark a Laag m - A P P Ll CA N T SIGNATURE DATE ) all Assurance A00r*yedfa Use Armroved In HVHZ outsu�mmr for Use geeasi i� R.1brSind Jammu, 1 eU7. 707, 727, 747.757, 777 end 847 Singh and Pears of Fluab. Gbem. and Louvered single and pain of 1243112025 Y. Yes Yes N/A - _ - - Doors hdlow metal dears. Florida Department of Business & Professional Regulation Pearl 02 Building Codes and Standards 1+4= - - - - - Product Approval Application Detail Cods sal pr Oats Oda aide Pan', Oita ,ggg Varsion Memdaee:rer carried EMnmr&Limn, Micro d51 x &ME= FBC Aaoaral Amgrgym( status Revision 2029 MI YYindows and Dori Brent 8101rgar Mneflsen Architectural Steven M. Won. FIE 11117/P020 11 f1712020 1112712020 Approved Caelpry: Wndows mr, I rxdet1, (71713178454 BdbCYs9ory: Single Hung hanntsv®,rdird.com Compiler" Method: Console. Madr or Usft ¢ Produet YedeL Masher or Meele Quality sYl� A�arml far the A In HvHZ ---Mil nor use � )L,9M Outside HVHZ fib PfEFW@. 2 1968H 52x72 FInFlmge Frame IG)BG Single Hung 1 DtO&=3 No Yes No -1 Laminded Giese Q� L co N O U Q O 0 cu 0 W n' W C N CV U C 2- .0 LL O > .� Cn : +J Q � .= �U VJ s2 Q Q Z Z W J N T V tQ W Q Q. Q 0 L � o c o >a wlul cn E CIO I0 O CL O 0_ M< U O La W ICU H O ICU W Q W z J Z Q J 11 SHEET NO. PA 1.0. Florida Department of Business & Professional Regulation polls of 9 Florida Daparbnent of Business A Professional Regulation Paget all Building Codes and Standards 1f232022 Building Codes and Standards +d 2021 Product Approval Application Detail Product Approval Application Detail 2"1 Why or 2* 29t DabrPendma 2di 1111211 Version mono. umr fiDDfgfil Eaalneer A L)cense Validated BY validated Sustained PBC Approval Uproven how 2a 6tft or Die Ddt bat, Pending DW Revision 2202D Therrte-Tw Corporation Steve J.apeson Lyndon F. Schmidt P. E Ryan)King; P.E. 10,0712021 04r18J2021 10YISr2021 1211baw Approved hg 1GtAoo Cartffi lookm a u4ean mmmatuk Voftddid submitted PSCAscroar Approved Calegul Entioior Dpors (800)849.7628 PE43400 (813)707-65% Animation 2020 PGTlndusrks Jens Ro..dd Ward -Ode 0=0-CER W16MM-0a4e 8000-VAL 1110SM20 11MUM20 11AtJ2020 Ppproed SubCapgory. Swinging Etedor Door Assemblies e)aapersaotlithemnodou.co ersporsr. Yen dPAs (94U46&0100 (706)315-25K CgmpllMga MtMOd: Ewluation Report home min tuhCdery: Single Hung )tosses lI@Ogdr4jwA ee Florida Registered ArahMct or a Licensed Florida rormNRRs rdhed: cemlcamm Mark a Listing on, ., Professional Engineer atillUkAUMM pp for lmt AallI Aoorevad .0 afrpp � liliglgg asp Number a wedual Modr Nurba Mi jayglt,ayg Agar-od nor U,Amravad fa use kand Daim In KVMZ Outside NWIZ a*dKarA Pressure Sees Product Mattel. Number or Name Product De➢criodan Contract EXOlraaan Daft In H" Outside NVHZ RmkmN pressure 2 eH5a00 (Corse IMre Mped) Vey1814le WnginfMw p7llDf1025 Y. Yes Yee WA 1 a Themre-Tru Fiber -Clam. and Snpuh-8tar Nomimi O&M.8 ftquotnioMmpnoX&quot Opaque 12131)2022 No Yes No WA Composite Edge Fiberglass Engle Door (InsWnglDutlwying: X configuration) 2 b. Therm-Tru Fiber -Clonal. and Smooth -Star Nominal 68JIlli &quo hlon•Impact8quot; Opaque 1213112022 No Yes No WA: Composite Edge Fiberglass Single Door with Sidelae()(1nsWnglOutindrg; XO. OX a OXO mnfill-fions) 3 aTharma-Tru FarLhusle and Smooth -Star Nominal 8UKKI;884LJatNon-InWcMrquet Opaque 12r31r= No Yes No WA Fiberglass.Composits Edge Doubts Door with or without Sidelitee (f rsWmp)Outailng: )Mw O)= oonfigun6ons) 4 d. Therma.Tru Fiber•Cli asic and Srmoth-Star Nominal7&W,0 &geothlon-Imtpad&quot Opaque 1213112022 No Yes No NIA Composite Edge Fiberglass Single Dom (InavArplOulswMg; X connguraborh) 5 a Themes Tru Fli ar-Chino and Smodth-Star Nominal 7&#W ,0 equctNon-ImpsoMquot Opaque 12011`2022 No Yes No NIA Composite Edge Fiberglass SingleDoor Wtfi SdalWO) 6naWnglOubaWog; X0. OX or OXO 6 1. Therms-Tru Fiber -Classic and Smooth -Star Nominal 6&t39;0&quotNOn-Imp8dt&qu.t Opaque 12J312022 No Yen, No N/A Florida Deparbnenl of Business & Professional Regulation PagAt oft Composite Edge Fiberglass Single Door Building Codes and Standards 1rYN21 ons,Ang(Outawig; X configuration) 7 g. Thertrm-.Thu Fiber -Classic and Smooth -Shur Nominal g803 o4quothlon impod8gwt Opaque 12/3112022 No Yea No NIA Composite Edge Fiberglass Single Door YM Product Approval Application Dataff Sdelite(s) QneWrglONwinp; )m, OXor OXO configurations) 8 h. Therm-TW Fiber -Classic and Smoot -SW Nominal 8&#WO&quotNon4mpoadquot Opaque 127312= No Yes No N/A Composite Edge. Fiberglass Double Door WIN or Gob E9mter aft am Duzol ¢ ma WOW Sld&Mm (InaxinglOulaMng; XX or OXXO zm melon Manufacturer Coined liespe.&Uoxee V.Iwr.d 9, Ysilsm skoad ElICAga@dl EgaS)dg igaaM configuntons) 9 LThern 4. FiberCteaie end Smooth -Star Nominal 6&M:8&quotNon-ImpaoAquot;Glazed 12t3112022 No Yes No WA Affirmation 2020 PGTmduidwtr' Jena Rosowed Wand -Darla RCCO-CER mmrrt Dade eCCO-VAL 1U05=20 1VOW420 11MV2020 Appr"d Composite Edge Fiberglass Single boor Cologloy Weis a. (941) 46"100 (786) 315-2590 (bwAingfOuteeirg; X oordigulation) eubCrag.ry. Flied lrawwM@pgtlnwdneac 10 1Therm-Tru Fiber-Cesrc and Smooth -gar Nominal 5ILM9;8&qu0tNon-Impaet&quot Glazed 12)31I= No Yes No N/A Canpilam:a rYhm: Ceraersem Mock or Using an Composite Edge Fiberglass Single Door Was Sidelte(s) (InsWrhglOudalMng; XO, OX a OXO FLMS_ _ 11 k Thermo -Thu FberCtasslo and Slrooth-Star mnfiguratons) Glazed Nominal 8&Edg:8&qurglass 12791r2072 No Yes No NIA QUW&-UNUM A=Ugktl &U Amrovadrans bald WWI Double Door CompadM Edge Fiberglass Double Dos wish or $ odud Model Mnberjor t+sme hYes Reasoning Wtltout SWBHtea.(IntAving/Oulewing; Xxor OXXO S PW-3320(Lsnps Mkab lmP.d) viral FiFedyAndoa- 01/302026 Mors. Vas V. V. NIA =flguratbns) 12 L Therms-TW Fiber-Ch ssic and Smooth-STar Nominal 78a39;O&quotNon-Impa:Wquot Glazed 12512022 No Yes No NIA Composite Edge Fiberglass Single Door Snswing/Oulawarg; X configuration) 13 m. Themto-Thu Fiber -Chaste and SmoMMStar Nominal 7&M;O&quokN..Imp-MquOt Glazed 12131t= No Yes No NIA Composite Edge Fiberglass Single Door with Sidelta(s) Qnswhg/Oubwing; XO; OX or OXO configurations) 14 n. Thonrw`rW Ftbw.Chmic and Smooth-Sdr Nominal 810139;03quotrion4mpat6aqudt Glazed 12131=22 No Yes No NIA Composite Edge Fiberglass Single Doer prmMnga]utawhp; X configuration) 15 o. Themis-Tru Fiber-Chssic and Slmoth-Star Nominal 8&#U:0&4uotNon-Impact&qucit Glazed 12I3172U22 No Yes No N/A Composite Edge Fiberglass Single Door vAh Sidelffe(a) ansairg/Oubwing: AD, OX or OXO Florida Department of Business & Professlonal Regulation Prat 1 oft 15 p. TherrrovTru Fiber -Chub and SmooN•Sor configurations), Nomhat 8&0W:0&quotNon4mp8rffiquct Glazed 12510022 No Yes No NIA Building Cosies and Standards 142071 Composite Edge Rbwglan Double Door WM or witlW Sidelines pnvMnWOutsling; X)( or =0 Product Approval Application Detail configurations) Florida Department of Business & Professional Regulation Point all Building Codas and Standards f fi=1 Product Approval Application Detail S39f enter or IEYt. Pltl Doto.Gndm no hoe )Moron tltlmMtalm 2m= EadUKAU6mn Vaadredtl. yd9m &&2WW FACAMULM #A-vd altar rwo. 2020 MI Ili end Doing Orem Singer Anbuan Mdhkeaural Steven M Latent PE ttyva2o2a Iwanom ICMWM20 Approved Category: Windows. t7170653300 MvannorNrxe AssaeYaon ai?)3IT- 454 subCr4a0ry: Haaatataldr baasrgergmMocon Compliance Mehod Certification WIN a Listing Quality Assurarra Apprrredforltae Approved for use Wand gem Iiffi& Cogged Etdiolim.Qo" ID.!lYIS 2u99L1lali assistant PJe-- i He 166 Fin snit Flange Frame 13x821nsuWsd Glass 02MODO24 No Yes No s55N5 Tea" hot Version iswadmftm R.-ion 2020 MI Wlndowo and Doan Category: Wndmrs.. "Cabpery: hUaons Crrylhns Metod Evaluation Roped tom a Fields Registered Architect ors. U-sed Merida professional Engineer ZWLIumbwmdL &I" Praduet ravel. Mhmhi arNome 2 576t Florida Department of Business & Professional Regulation F.9.i all Building Codes and Standards 115=1 Product Approval Application Detail E0m1�. 2" DYa 29LBb tm am contest Endrrx&Lieaere vydddgl Validated &dmhid FeCAmrvval aEg®,d RAM Bard Stinger LWA R Lanes. PE seven M. Union. PE 109orAm 10/062020 10AW020 121IWA20 Appaed (717)365.3300 PE-6ZI4 (777)3l?.W4 bol8npk5@mled.oan Arerravedfar Ust Apsoaved far use mmo 21*M $aduct O 7mgIMD SdStradEtdlrrMD.Wk In W" 0Y1mide M Olt BMW" Basin Varked A.raivm Mullin t201I)DW4 No Y. Yes WA Florida Department of Business & Professlonsl Repletion Paw 2 d2 Building Codes and Standards 100=1 Product Approval Appiicatlon Detail 17 q. ThemrTW Fiber•Cleasic and Smooth -Star Nominal UN9:8&quotNon4mp%:lAquot Opaque 12J31r2022 No Yes No WA Composite Edge Fiberglass Single Door With Transom (InwArWOLftWng; DIX conflgbratldn) 18 I. Therma-Tru Fiber -Chem. and Smooth -Star Nominal 8&M39;8HquotNon-ImpaaBrquot Opaque 1213112022 No Yes No NIA Doi! Entity par! Ana pkaPMtdm Jita Still lmmLg an ➢R! Nfft.lSrtOg D&M Composite Edge Fiberglam Single Door wth hm XRU= moldlwm Si♦EIMI Ecd-,&lkdl xdwlw Br y FBC Ammons Mounted stays inn yonNem ranarsalurr 29[M EOgkMYAIWM immd*Lk )dw" )ate PRCAMumra Aseraldi anion 6idel*.) and Transom (ImahrglOurieWng; CJXO; O/OX or O/OXO configurations) R.d.lon 2020 Jam" FWdie-&llkang Pmdrds Ina Chad Dlefoks V. Andrew Ten John Southold, P.E. 01,05/2021 12MMIO 0 OVOW021 drip F80 Appr� Revision 20M Abide Nick n+an peon Lyndon F.9ehmkt, P.E Ryan J. King, PS 02M52021 (17J152021 02=021 04MWM21 Approsa 19 aThermo-Ton Fber-Classic and Smooth -Star Nomimi68�M;8&glatNon-Impaa&quot Opaque 1213IM No Yes No WA Calspay: Panel Mis (Sam 50-83" PE81682 (352)367-2528 Callegi- P..I WWI. (3.10)SM.2389 PE.43408 (S13)7g?.BSM Composite Edge Fiberglass Single Door with "Catpolr• String a had.diordaQJemeshord subcategory. 8.% ni hanpson(teleda.com Stodge{.) QrisW 910uhwing. XO, OX a OXO Compliance Mahout Evaluation Report tan a e.evn Compliance Wilmot Poiluaeon Report tom a Continuous Head toad sit con8gureadns) Flags Registered A hnad are U-sed Flaws Floods R.91stradkchiled or a Used Florida 20 t Therms-Tru Fiber -Classic and Smoolh,Solr Nominal SBati 84uctNen-Impact8quot. Opaque 127311= No Yes No WA Prdasslonal Fngwer Pmhssioml Enemeer Compoeib Edge Fiberglass Singh Door with SidNae(W pnswingouhWng; XO. OXa OXO Continuous Head and Sill configurations) Quaft Assonarsto 0pgowdfx vat Approved for Use Irnow pedm Ouai, Aeoaraw A,,-W ra Use Aggressor! for Wit .. 21 u. Thame-Ton Fiber -Classic, and Smooth -Star Nominal SLIM.$&qudtNen-IRpac♦Bquot Glazed 12/31/2022 No Yes No WA over In HVMZ out+tee Him R9W� 1'eMUtt spa Product Model. Missing or Nome waded bteanpdm Centred osilrotlw am. in NVNZ autos MMZ Reelfoot Pressure Prs�isure OX or OXO Cdalft() ns*AnEdge K]LWMW,Xglass iOXor OX pnaodand aWng; 1 Camplank LAP Siding ill-nrnt lop siring 12131=3 Yes Yea WA WA 1 a. tquct2T8quot Soot Vent a Hold VYryl&M 12131=3 No Yes No WA Oo nu(W Comtinuw(s F10aderW Sill mrfiipulatorhs) gut 2 HrdrPlana lap Siding tbsr-arena top siding 12rJ120YJ Yes, Yoe NM WA 2 G &tyndpmnee i{&qud; Sohn Vaal or Sand vahyl Bola 7 773i12023 No Ysa No WA 22 v. Thertro•Tn FberCtauic and Smooth-6tar NomirMll g�31:08girotNan-Irrpact&quok Glazed 12131120T2 No Yes No WA 3 c. SOud:Qeahbrlar VlmeOe gwded"39: Soflk Vent or St id Writ SdR 12J312023 No Yee No WA Composite Edge Fibegfew Single Dow with 4 d &Qud:05114uck Sa101 VWAt Sdd%,W sdR 12131=23 No Yen No WA 91de1hS(s) nsWnglOutaWng; XO, OX a OXO S a.&WIt Cheder Oakagld; Belli Venlor8dld Vkyi8.M 127J1=3 No Yes No WA Continuous fiend and Sit confrgura0rale) a I 8qud:8uper 8paaltquot gold Vent a sold VW Sofa IZI91r"s No Yes No WA 23 w.Tharma•Tru Fiber -Classic and Smooth -Star NomIwle&#3t8&quotNon-inpaosquot Opaque 12f31/2022 No Yes No WA Composite, Edge Fiberglass Door Panels With Vented Sdrae(a) OntownWidswngi XX, XXXor XXXX oonfgun forme) 24 x Thema-Tru Fiber -Game and 5moothStor Nominal 8ail&quotNon-Inpaa&quot; Opaque 12I51120W No Yee No WA Composite Edge Fiberglas Door Panels Wgt Vented Sideliml (Ins*hnglOutsift XX, XXX or )OW oonfgum8ons) 25 y. Therm Tru FEer-Clsule and Smooth-Sdr Nominal6SXm;8 aqurkNon-lmyntaquat Glad 1X31/2022 No Yes No WA Comport Edge Fiberglass Door Panels V M Vented sdraa(s) 0w% ng;OuWNvirW; )M =w)OW( Florida Department of Business & Professional Regulation Pass i oft 25 z. Therrtla-Tru Fiber -Classic and SrrioolMStar Omflpun9dns) Nominal 88#30:0&quctNon-Impact&quot Glazed 12131/2022 No Yes No WA BuildingCodas and Standards 108=1 Composite Edge Fiberglass Door PanalevAtt Vented SdrRe(s) (1n w"Wout""; XX xxxor xxxx Product Approval Application Detall contiguntlans) 27 za. Thenrla-Tru Fiber-Gatlaic and Stood -Star Nom''wmi WdKt;88quotNon-lavaol&quot Glazed 12/31/2022 No Yes No WA Composite Edge Fiberglas Single Door win 381M,,0 Sooners) OnsvenplOubWrg; XO. OX a OXO 24a Erse ply Do Dim Dom 26 rto. lTterrre-Tru FlbarCtaeelo and SmoOthSYer omlguntlgns) Nominal 6&dY98;p8quotNon-IrtpadBquot Glazed 17/3112022 No Yes No WA 11tga j(IIilaD valatialsix Codlgl Yam[ YNAd&d s bg,,,,g $NM Composite Edge Flbergtas Double Door whin Revision 2D2Q TAMKO Building Products LLC Kam Eden Rabat Nbrrdnsn Jahn W. Kwior W, PE 101042D20 062102OW IW2`2020 12nS20X1 Approved SUND 8idrhes QnIDNinglOubsyng; 0)0(0 casgmy; Rooting t417)624-6844 PC-Solse f954)772-8224 29 zit Thermo-Tru Fibs -Clow. and Smedh-Star configuration) Nominal $&MO 6quotNon-Impadtlquot Glazed 1 Wrl/2022 No Yes No WA th sdrapepr. UndrloymgNs kam_eden�rrip.com Composite Edge Fiberglass Single Door with 3WRO C4nViW" AWdiod Evaluation Report tom a Side)be(s) (InsWnglOuleWrg; XO, OX or OXO Remiss Registered Mdhnad are Licensed Rorlda oonrgungorrre�s�� Professional Engineer 30 zd. TAxma-Ton Fiber -Classic, and Smoot h,%r Nomrtal 6&0'%;0&qu*tNon-Impixd3quot Glazed 121311= No Yes No N/A _ Composite Edge Fiberglass Double Door wit .. 3&fWo SWellles(lnaWnWOutwMmg; OXXO Amrofedforutt Aoaov.d nor trr gggeri gym 31 ze.Thermo-Tna Fiber -Classic and Smooth -Star condguradon) Nominal 7&A39p 8quothlon-ImpedBgiuct le Shor 12/3112022 No Yes No NIA fkoducf Model. Number a Nsms Awl ln+NM clam B14h3ent P.M. Shies Composite Edge Glazed Fiberglas Single 1 TAMKO Rod Underaymsnts(HV12) Rod unded"ants fwuse in FRC HVSR ON292025 Yes NO N/A WA Door Wtl or Wtmout 19#W:2 Sidoleo(s) )uladdkns. onawmg(Oubsoft X OX XO or OXO Oanfigufabm8) 2 TAMKO Rod Underlaymmte (NON44 HZ) Reolunderl"dods far ute h FSC non-HV1R 081J9/2023 No Yea NA WA plrladoms. Fiords Department of Business & P, 0 lonal Regulation Pop 1 oft Building Codes and Standards inf" Product Approval Application Detail f'rgC11, army a BYE Mb Deal Pmdm an mm mm Messdmum 2EM FSdoeM3Ll' M xdwdm ®u YA19do DAM Mg ,FEC.ammial dim team Revision 2020 l-.. Calagary. Roane NON. Joey JR1et L Budmx, P.E. Swan M. Won, PE (501)983.6163 PE-31242 (717)317-8454 12&AM 1123r" 112&202o dng F8C AMP SS bCCalag ,r. Rodin Aer: -Ins that ..am ge9sy@kmale0.mm I ntepr Pan grime Rodng %*Kn Cmpibnw Nadod: Larolustinn Regal from. FlaNa Reglrem,dArchded art Lkxiased Florida Professional Fspnw nwi OndwA�t rdaDMILEWOOMDAR Appnaid for Use ADDrGV@dfor UM 1,MM DesdtleMyNZ vnmd Beauties Milan FJl- 1 Deuk-Ai" DA-4 a7RI-But8 Dodo -Air DAA Low Prose, PdWrepyyl .. RaeBc, Roof Vant 12110IM25 No Yes No -97.%07.5 ►Isehrhica►yAttached to Plywood Dotty. Florida Department of Business & Professional Regulation Pawl at Building Codes and Standards 107=1 Product Approval Application Detail CsJk haler an ]as Igrs Etndm pW hoe version Lgmba m rdEm godwwA11taml geared sir )000 lidiut, PSC.Bmeml Agotizml and Revision 2020 ApIM Stuart Lawn ICC EVrualon Sondes. LLC VAram IN. Rankn PE 10012020 100VA20 119110020 11J05202D Appramd cogitation: Stworal Cmpments (321)710.337r 4407)881.1917 tdec logair. Thus Plow aawls(gepehatw.can comedown 040*d: Evaluation Report Ban a ProCud Evslwkn Entity Yl9Y Pr sent Model. Mmrr or Name DwakA umnd cmlmptl AMEMMUMME amtm9diRLUE III HYHZ Ds Immd R*Sbw ( Daum PKUM 1 2 MIN 9C01111pine Kaiser Strength (H lmmP; S) nW WXJ Wm lingo Phi inlets Con-t r Plate 124112024 Mdr Genera Net. 12/312024 Yoe Yea Yes Yes NIA NM WA WA 3 4 TV 9CGAChu TrukR ITW aCGb0.pin. Wan Name Ceenealar Plate I W312024 Moral Canada Plat. 121312D24 Yee Yee Y. Ye. NIA MIA WA WA Florida Deparbnent of Business & Professional Regulation Page 1 all Building Codes and Standards 111f= Product Approval Application Detail SAae Iyg y4rdqg Nm lfbefuu lloldle[ Casuld sVelsrausn o Validated Of Deal an DabPWilm Yam submitted F&CAnaayal ate AMC am Ro isbn 2020 CAST CRETe USA LLC Crolgpsnino MW*Ded. BCCO - CER Mhmi-Dods OCCO- VAL 120202g 1w7r,= I1RN2020 Appwoo Category: 8euclorel Ocirno is (ai3)8214841 (lam 315-2590 8.1,0aegnrY• Nodvd. Introduced"a Revue or opien.0c.-t- Nave T.rhndagy Caitillan" 041had: Connotation hark or Listing ..guicLammumAgainned licur Prodat IIod1L Number or Nara. END Sontract.mdlrsthln DAP far Use Anarovedto, W, Irk KVW outside lewd glaw am Denim ?Amkn 1 High Sgangh Omaea Levels 4, 8, & and 12 inch Mde 1N41s 05212022 Yes Y. WA WA G901 mm ViNsu n kun f-w- Revision 2020 Beal Reallng Cdoew Peeing subca s gory. Rooting Tiles Compllanrb Mah d: u-Y.lurhn Report man a El Product Evaluation Enay 8 No Product clads. Wants, Wants,r No - its is Snowy- Leeks. lamb, Country 9re. Spot old English Tnatdh a u p; knpad 17 SaxanY 900-SNta. Bneke&amD: SPIN Shake 10 SixonY800-Bite, Shake &amp: ado Shake 10 Saxony 700- Shsk., State&amp: SON Sheke 20 9o.a�r ion- Snake Saa A.mp: soldShek. 27 Tyea bopeno lBaroalona 2e Nib 9211111 11121 yonelp, lYomsalm RrNshn 2o2d ComlmRdr Con4reta Produetame Gregory: armour Components i uDcalagr7• Produce Introduced as a flown of Nw Technology Ilrus M4shed: evolualmR ma Gang spat so Floods RaglelandAndrNeo! or. Ucertud Flotlde Prdesa(onr Engines >ima 1 Ouaby Protest a Canswrdr COnomle Proud$ Florida Department of Business & Professions) Regulation Building Codes and Standards Product Approval Application Detail ErsWtat CigniW &,I,-iYsdnll Vaidrodore Antlxam Rabb IA.phoo unRrm Evahoam Goy W. Walker (8003605011 SoMcae I.I.C. (205)8540100 RcdnAnrlermQbml.00 re Pop tol 1nrN21 Dda 1111a RdkBkndm g t Vitld,b,d bitaidulf FSC Appravd M I IM32020 11102020 gimsr" AMr&Md CL&MN Assurance AMrWWIWtPW AppmvoafaUas W= Metal E IgB glallu ltBat, hLMIZ DlddLkW its Carr Fail press, - Decor, CO 17)312020 No Yes NA WA Fat PrdIH-Stockish.CA 12r3I r"0 No Yes NIA WA Fiat Profits- Risk., CA 12131MO No Yes NIA WA Ford Prollb-Saektdl,CA 12/312020 No Yes NIA WA Fet Prcilb-Rleko, CA 12/31=0 No Yen NIA WA 40 Press - Kay. TX 121312020 Ne Yes NIA WA I.w Prone - Katy. TX 12012020 No Yes NIA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Ihlgt er 2alm I.SdOet.[MNM Robert 0111. Samuel A Greenteg (613)65143707 PE-34245 preeedydor®yshoo.arth Precastd Concrete Uritab P."1el UU427 an gm On F-eadm pal Vadrad 9r yglwm jildialigi FBC Appeared B19mm am" John Hoy 12MILM20 12Ma"420 120202D Ong FBC Appn (352) 5885311 DustavA,Mtmrs Aussrunind for UseAmtddYirslMe Maid $ton ComadcoddfonDat InNV1HZ outsitleHVKZ lidM Dee m 052S2024 No Yes WA WA Florida Department of Business & Professional Regulation Building codes and Standards Product Approval Application Detail Poor 1 its 602017021 S•soa mnav oral pall RdLe " all hgl version KuNtaliMer Saeserd NvmwaLkerbo Validated bj )EYMMffi Submitted LncAmlgYgt Agm4)atl a" Ammhnlon 2020 Apra Aluminum, Inc, Ate 81" Luis R. Lomns Swot M. Urkh, PE 11n Sam 11M8r2020 I1202020 Approved cabeary: Pena wall$ (407) 509-2006 PE-62514 (717) 317-04U Bulcahgory: Soars elpheahmlnuminceysho Compaenea Modiod: EVruaGon Repon tom a o,00m Flald. Registered Architect or a Licensed Flaw. pref-o-I Engines auwwAoptowdfar Uot Approved for Use Igamd Rtfim i81I11 1, NYHZ gtggllilPii Built" foam + Apha Aluilnum 8dW Same: Vetted Aluminum snag Alpha Aluminum 0did &amp; Vented Aluminum 07/SOr2023 No Y. No WA CMU damp; wood Sd"VCLW &amp; Wood Florida Departrierd of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pogo i all larx)21 ce4A law or Pitt Dot! DHtPetldga LMa I= Ylm9D MENNGUK fgderd EOdmMJ A&da kdommm INN" IAmWW PiGAUmnd AMOMM tits& Revision 2020 L.V. Thompson. Ina d0a Thompson Architectunl Tony ChrMman ZedRfyy R. Prim Steven M Vrieh. PE OaM72= OW162020 0842=20 12MSW20 Approved Memos Comr-y(TANIC0) 01312463466 PE.74021 (?17)3174454 catepay: Rooting tmy(apanebkodhg.mm MbWWW.• Rodng Accessories that are an Into" Pan of t h. stooling SyQs n Cmpllann Metal Evsudm Repot tom a Flodda ramasbred And RW ors U-sed Florida Prdesknr Engineer Acroysdlei Aoortved for Use MWIW 2WE oast Product Model. Murabor or fbm $oductDownside, rQokmLcmdmomLgu it HVtli DWIWL= 8lWtea P.- 1 TAMCO Flat Top OO-100ie WIN with Seen for Tre 26 Oa, RaOc roofve(r8hta a4W base O&OW026 Yes Yes NIA WA 2 TAMCO Gooeenedr Vent 26 on. o911g m No YM NA r0A52.5 3 TAMCO OR -Ridge Rod Vent vent Barb 26 ga side malvretiWcr with Integrated Mike oelmom Yes Yes NIA WA 4 TAMCO Round Top OaRiVis Vent With Baab for Tile 26 ga. aidereonven0lro wM was oomwo26 Yon Yes NM WA Florida Department of Business & Professional Regulation P.O.I a, Building Codes and Standards 1R52022 Product Approval Application Detail Code Entity or to 11% D M PWWIna Dail Malta Version many(ngyng contact arwbesar ALieaaaa Validated By Valid Submitted FBC Approval Approved S10hig Revision 2020 Global Prdeetlon Products, I.I.C. Tim Robinson Water A. Tell: Jr., P.E. John W. Ka4nvlch, PE D9)081= OaiOSf2= 1omllm 0 12N5/2020 Approved Category: Shuttna (054)e09-7545 PE-44167 (964) 772-8224 BubCategory Sturm Panels 8m.mbinsonQppigentcom compilations Method: Evaluation Report from a Florida Registered Arch bed or.a Licensed Florida Professional Engineer S_ys 3 product Model. Number or Name Pmdueloewlotbn Go else Esmnahon OM aggMNAbyg Aaareuet set Uae hiHVHZ Outside HVH2 JMW 22WE Resistant nit 1 2D Gage Galvanized Steel Storm Pawk/HVHZ Corrugated Galvanized Steel Storm Panels oersted 12)312022 Yes Yss Yss N!A or not by tr ool s to provide hurricane protection. 2 24 Gage Galvanized Steel Storm Psw1WNHVFR Corrugated Galvanized Steel Slam Panels retained 12131r= No Yes Ys N/A or not by trade to provide humcarle plotecton. Florida Department Of Business & Professional Regulation Pepe 1 d2 Building Codes and Standards 11 Product Approval Application Derail hm Version M nut,=- Smud fnghuLaiwm Yelidt+i.ta( Ydlmw talimhesl P3CiAg9[mal Ass mnd Shea R.u.bn 2020 Mnak Inc, Fin Y^Wm ICC EVO UIOW 13mU0a, LLC ICC EvruaBm 80rvioa, men 112021 ORMer2021 06112FN21 Approved Categeny: StrWual Cdrponar" 1952)688.8835 LLC. gubC*.WW.TmeF Flohs ewaldenQmll.onm (205) 52949M Caapllance M41 od: Evaluation Report ran a product evolus". Entry ,9W&PARrONO ArroVMfar UM. Approved for Use a9gld pgppp !!92 $4dm.boseL7mgn corrrmindrwonbre WLVIRZ OAdALMI 1Z Resistant PNG%nrf. 1 MISAMS 16 ga. high strength )as cormeda plate I V31rZou Yea Yes NIA WA 2 WIOSH8 f6 Oa WPr mile, Strengthtrust connector Dote 12131=2 Yes Yes NIA WA 3 MI 18 i6 on. bus IPmnedor plate 12731FM2 Yes Yes NIA WA 4 WT1aH3 18 a., high sb-QM Ws onnnedar plate 12J312022 Yes Yes NA WA 5 MT2OHS 20 Oa high sbonoth none wood& plats 12/312022 Y" Yoe N/A WA 6 TLi8. Mr18 18 ascoomne w dor plat. 124t12022 Y. Yes NA WA 7 TL20. Kr20 20 as. goes Connector lost. 1201=22 Ya Yea NIA WA Flodde Depertmentof Business & Professional Regulation Prat ere Building Codes and Standards f 52011 Product Approval Application Detail of smile or evil Dkl am Patterns Dtt mm XIM= nomd1luK 911& Endmr a Liraeae XILUN a r yyglp lubmso zwawgmaA22@Mt son Revision 2020 MI WlndorN led Insets toed Burger Amedan Ardd.dural Swan M Lklem, PE 1 W20120 11224=10 112s2020 Approved Cottages: Wlndsee' I117)3a-3WO N.eubahrres, Association 17t7)31r-W4 "Cregay: Road baaingenamMd.com 0co pitenn Method Cmafics.0on hb k or Listing AMA Product rtier. tameraMama 8gessaidigCgll mg2zNLt� am � $rNaK[ n S�E7�sm ia11J61Z outsideMM &a4kgMf Pressure 1 1s5 PW 73. 72 lneU.ted bless 04AM02S No Yes No 400V-80 Florida Depieftent of Sua)nese & Professional Regulation pp ri eri Building Codas and Standards 1152021 Product Approval Application Detail ads aga 2§kbo= go hit Vtrsilm Manufacturer Steed Shallow A Hgeml Vilhad" ®L Yllldabd Ram= FRC Absence Approved sea Afiymatlm 2020 PGT Industries Jon. Ransomed Marra -Cade OCCO-CER W.m Dkde BCCD-VAL 11MM20 11N5r1020 11M72020 Approved Cr.Rw windows (941)4a1-0100 (7alp 315-25W Subcr.aery: Mullon. lieariftingtlNJustdetc Camaillrhes Mdhad: Carli/eaeon hbrk or Using om AMA Room Model. lambralNnre CkA Agam7lltLa knut !� AMA Pr diw9n G1 iBonan htia6 ouedammt Runt Pressure 1 Muaons laAll Doors andW ridcae Aluminum Mullom g52612020 Yet, Yes Yes WA Florida Department of Business & Professional Regulation Pagr t d2 Building Codes and Standards 145=1 Product Approval Application Detall hpk version Mmtaaemrr cat one bw A verve Vraem er Vd(onegg fygnN[ed P71C Assailed ADG141R9 agog ReNabn ZD20 WF Mlehsel Shin Reber Maminan John W. Nnrevlch, FIE Oemwa0 09212020 10 O20 12M&M20 Approved cahppr. Raising (600)7M-3411 PE50166 (954) 772-8224 BhbCragory: Asphat 9mgles mrNhQgU.mm GempNer a i slashed: eistudian Report Mom e Flouts RegNteledAnbileet a a Uwaed Flodde Professional Engineer Caudillo Assurance Rift Awl graded Moth Mad err Nero Contractat A ar�� Use Outiolde H" toolationt P- 1 t3P,F Asphen FbdShhgls Fbnyts rolmocad 34.b, laminated. 5-lab and 12115=2 No Yes NfA WA hipRWge espMk shingle Florida Deperfinert of Business & Professional Regulation pa"l al Bullding Codes and Standards iRMI Product Approval Application Detall .isle lease w an an Dsta Pmdm Dtt 11" VVr _on Monunalwr carted emo"wauww Vrmrtm Vilddm *A-*" POC Amsw A,p Quad amwe P"Mon 2020 Flotlde Model Products Inc. Clark Jon" Jon" I. Bucker. P.E4 Sewn M. Urleh. PE OW72020 1110252o20 IGKM02D 12m8rA20 Appvrod caegdly: Rodng 1904) 7E34MO CSUCK Engineemg 1717) 3174454 6141Cr.goric RodngAcoossods Ma are.4in I kgplame _ PE-31242 Integral Port alma Reding "m Compliance Mashed; EYoluaion Repast from a Floods RegubradArdhad a o 000-2 d Floods Prdtxknel Enenw Ousts Asruraw AMCWdferUn Approved for Use it= Ditm R S 33 3- FLAMCO aqud:RV 10 Ridge Vaa6hlmin qudt: Aum VeN Ridge eNs fa otgheroot fabricated rofabricated 12/3 No Yes No WA tom 0.MW Aiumivm Florida Department of Business & Professional Regulation Pees I d 1 Building Codes and Standards 125=22 Product Approval Application Detail Data Palatine � I1M� a Version idig4llat contact ama act LlValidated By VIA ;lam FIBCAnnrowl ApDrovdd AM" Revision 2020 ABAnwdcan8hutersard Ghss Mko Borbieri Frank L. Bmnardo, RE Troy Bishop, P.E. tOf2B2020 101152020 11/05/2020 /2M540PD Apprvod Cat$SW Shutters (581) 7424882 PE-004650 (964) 947-0880 eubCetegory: Storm Panels mhkeb(lialhmericanshune Compltaeoe MMMod: EwllmBon Reportfroma M.com Florida Registered ArchiMet or a Licanoed Florida PWfeniorW Engineer §gist Product Model, Number or Name flr:IlaC&sgmOm 8gant HVHZ Ytl Ammwd Product Description Caltred EaglMion Data MH OuMIda far Uea Jmiwb HVHt Resistant Donlon reau Prusuro i 24ga.GaNanaetl Seeal Skxm Panels 24g2 Galvanized Stet Storm Panels 12(312022 Yea Yes Yes WA Florida Department or Business & Professional Regulation BulidungCodes and Standards Product Approval Application Detati P.ge1 at m14=21 941111 eager or M Bat DataPmdgg mat ly$ Version tkmmeaee ra= FmheaAU_ lmwdfo k laubm Elgmerm FISCAnuroae Bag@1Md Reusion 2020 Weyerhaeuser Rob Brdafn ICC Evaluation Sor ke, LLC inn Leber. P.E. 07A72o21 10113/2020 02032021 App'aved .repay: area" Components 9233) 924.6470 (BOO) 839328E SbCrogsryt Engineered Lumber Rdbrt.aoldMn®weyenn CaRpllrne M4dkod. Evaluation Report Son a -or - Product CMluallm Flay . We= Model. Number or Nam Hetlatpmrlocon eg0¢�.CeslrtgoDatt Amraasd In HVMZ Outside for Use NVe¢ kaga RWKrs jam( . Pressure 1 Wcrolom LVL Leminsd.d Veneer Lumber OW31/2021 No Yee NIA NA 2 Paulson PSL Persist Strand Lumber OW312023 No Yes NIA WA 3 TimberO600d LSL Lominetod grand Winne QW312023 No Yee NIA WA 4 TJ Rhin Board Structural Composite Writer a Oriented Strand 03131=23 No Yes NIA WA board Rim Bosco 6 Wryarho-Rkn Bard Oriented Strand Board Rion aasrd OMI/2023 Ne Yes NIA WA N N Cn -CU L Q 0 ^ 1.L '^ A� 5 \V U CU .ram rn O Q O L ^+ W 3 C O O CC3 L.L p > .� E Q Cn /^ate' Z Z W J I Z (6 LA. "0 O C N - c'13 c -0 . C: (y (n U) F (i Q 00000, (i :- N i� W > ��(// U 0 \\ /^� / E - Cn E-0-sall Z u) CU CC O L_ > 0_ O 0_ U O AL a..iron w I 'eafeal-A CU O L LU Q W z J Z Q J SHEET NO. PA 1,1 Simpson Strong -Tie 2020 FBC Approved Products Updated I Z1302020 For direct Inks to all SOT approvals Ided below, C LIC K HER For additional Information regarding F lorldWs Statewide Product Approval System and Marl -Dade County Notice or Acceptance (NOA). CLUCK 11 ERE. FLJ23W-R? AMff Product Model. Number or Name PiroductDoscriation I Train Stainless Steel Concrete & Masonry Screw (TTN-SS) 1/4" diameter Titan stainless steel masonry screw FLOWWRO §2" Product Model. Number or Name Pmduct Description 1 SD1 Orl 12DBB Outdoor Accents Conno=r Screw 2 SD91 12, SD9212, S01 0112, SDI 0212 ftong-Drive SD Connector Screw 2l SD9112SS. SDO212SS Strong -Drive SID Connector SS Screw 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858. SDCF221014, Strong -Drive SDCP Timber-CF Screw SDCF221134. SDCF221334, SDCF271 W8, SWF272358 5 SDCP22434. SDCP22512, SDCP22614. SDCP22700, SDCP22&58, SDCP22912, Sirong-Drive SECIP Timber-CP Screw SDCP221 100, SDCP221134, SDCP2714OO 6 SDHR27400, SDHR27614, SOHR31400, SCHR31614 Strong -Drive SDHR Combo -Head Screw 7 SD626112. SDS25134, SDS252010, SDS25212, SDS25300, SD825312, SDS25412: Strong -Drive SCS Heavy -Duty Connector Screw SDS255013, SDS25600, SDS25800 9 SDS25112SS, SD8252OOSS, SDS25212SS, M82530OSS: SDS25312SS Strong -Drive SOS Heavy -Dully Connector SS Screw 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw FLXI 0007-RO MW Emduct Model. Num bar or Name Product Descirlibillon 1 ATR3/8, ATR11Z ATR518, ATR&4 Threaded Rods 2 ATUDS, ATUOS-2, ATUD9, ATU09-2, ATUDM, ATUD14, ATUD14-2 Aluminum Take -Up Device 3 BPWS-2, BP112, BPI/2-3, BP5/&2, SP518-3, BP3/4, BP3/4-3, BPRTU03-4 Basting Planes 4 CNW318, CNW112, CNW518. CNW3(4, CNW51O-V2, CNW314-5/8 Coupler Nuts 5 CTUD55, CTUDS5, CTUD66. CTUD75. CTUD76, CTUDT7, CTUDS7, CTUDS8, CTUD97. Coupling Take -Up Device CTUD98. CTUD99 6 N3, N4. N5� NO Heavy Hex Nuts 7 RTUDS, RTUD313, RTUD4, RTUD48. RTU05, RTUDO, RTUD7, RTUDO Ratcheting Take -Up Device 8 TUD9, TUDIO Take -Up Dovica 9 TUW38 Take -Up Washer 10 URS3 NO" Uplift Rod Run Tisclawrin System 11 URS4 1/2" Uplift Rod Run Tledown System 12 URS5 W" Uplift Rod Run Tisdown System 13 URSO, 314" Uplift Rod Run Tiedown System I'L9104411-1116 ,dkSLM Product Model. Numberor Name PMduct Descriation I DTT2 Hold-down 2 HDC1 014, HDC1 OM Hold-down 3 HDO8, HH0011, HHDQ14 Hold-down 4 HDU2, HDU4, HDU5, HDU8, HDU11, HDU14 Hold-down 5 HPA28, HPA35 Strap-siylo purlin anchor a LSTHD8. LSTHDSRJ Strap-s" hold -dawn 7 MASA,MASAP Foundation anchor strap 8 MPA132, MPAI" Strap -style purlin anchor 9 PA1 8, PA23, PA28. PA35, PA51, PA68 Strap -style purlin anchor 10 PAI18, PAI23, PA128: PAJ35 Stop -style purlin anchor 11 STHDI 0, STHD1 ORJ Strapirtyle, hold-down 12 STHD1 4. STHDI 4RJ Stnsp�style hold-down Eff,"Me" Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3WMC For direct Inks to oil SST approvals Isted below, CLICK HERE For additional information regarding Florida�s Statewide Product Approval System and Mani -Dade County Notice of Acceptance MCA), 21 LB series hangers Top flange hangers available in width of 1-9116'and heights ranging from 5-V8" to 22 LBAZ sodas hangers Top flange hangers available in vAdth of 1-9/1 6'and heights ranging from Q-WIV'tD 13-118". 23 UEG3, LEGS. LEG7 series hangers Top flange hangers available in widths ranging from 3-1X'to 6- 718" and heights ranging from 9" to 33-1/2'. 24 MEGS, MEG7 series hangers Top flange hangers available in wdths ranging from 5-1/4" to 6- 718" and heights ranging from 9" to 32-1/7'. 25 MIT series hangers Top flongs hangers available in wdths ranging from 1 -W1 S"to 5- 118" and heights ranging from 9-IIA!'to 24', 26 PF, PFB, PFDB. PFDSS series hangers Top flange hangers available in width of 1-9/16"and heights ranging from 3,V8" to7-118". 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1 -9/18"to 7- 1/8" and heights ranging 9-1/4'to 3Z'. FL#IOWO-RO §W Product Model, Number or Marne I ABA44, ABA44R, ABA40, ABA46R, ABAS6. ABA68R 2 ABU44, ABU44R, ABU46, ABU413R. ABU5-5, ABU5.6, ABU65, ABU66, ABU861R, ABU88. ABU88R, ABU1010, ABU101OR, ASU1212, ABU12`12R 3 ABW44Z, ABW44RZ. ABW46Z. ABW48RZ, ABW66Z, ABW66RZ, ASW7.7 4 AC4, AC41R, ACE4, ACO, ACOR. ACE6 6 BC4, BC46, BC4R. SOS, BCOR� BCS, BCS2-2/4, BCS2-316 6 CB44, CM. 015418, C868, CBS8 7 CBSQ44-SDS2, CBSQ4(>-SDS2, CBSQ6&SDS2. CBM86-SD52, CBS088-SOS2 8 CC, ECC, ECCU Series 9 =-SDS2�5, ECCQ-SDS2.5 Series 10 CPT447, CPTe(!Z, CPT88Z 11 EPS44& EPSM, EP546, EPB66 12 EP84Z 13 LCB44, LCS56 14 LPC4Z,LPCOZ Is MPBW, MP886Z MPB887 16 PB44, PB44R, PB4e, PEW, PBOOR 17 PBS"A, PSW: PBS65 is PBV6.PBViO 19 PC44-1 6: PC46-1 6, PC48-1 6� PC64-1 8, PCM 16. EPC44-1 8, EPC48-1 6, EPC48-1 11, EPC:64.16� EPC66-16 2D PC4Z. PC4R7, PC:dZ, PCORZ, PC8Z, PCBRZ. EPC4Z, EPC4R7, EPCaZ, EPCBRZ, EPC&Z, EPC8R7 21 PPB"-4Z; PPS44-OZ 22 RPBZ FL#1OW&R5 O&Lg Product Modal, Number or Name I FJA. FSA 2 FRFP 3 GH4", GH46-8. GI-114", GH48-8, GH41 ". GH410-8, GHWS, GHW8, GH66-6, GHOB- 8, GH61 M, GH6ID-S 4 GLBSA, 011.13513, 01-85C. GLEW, GI_B7A, GL87B, GLS7C, GLB7D 5 GLBT5I 2, GSILT812. GLST510, GBLT816, GLBT520. GBLTO20 6 HGLBA, HGLBB, HGLBC, HGLBD 7 HGT-2, HGT.3, HGT-4 8 UF!PIO-SDS3 9 URFP Product Description Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded Column Base Bolted column caps wit W1 ranging from 3-114" to 9-1Z and W2 ranging from 3-518" to 7-112" Scirevved column caps with WI ranging from 3-14'to 9-1/Z'and W2 ranging from 3.&8" to 7-1/2" Concealed Post Tie Base Embedded Post Bass Embedded Post Bass Embedded Column Base Light Post Cap Moment Post Base Embedded Post Bass Embedded Post Base Round Port Base Post Cap Postcap Post Base Retrofit Post Bass Product Descrittition Foundation Anchor Flat Retrofit Foundation Plato Girder Hanger Glulam Bearing Plate Glulam, Bearing Plate Heavy Glularn Bearing Plate Heavy Girder Tiedown Universe I Foundaton Plate Universal Retrofit Foun cation Plate Simpson Strong -Tie 2020 FBC Approved Products Updated 12r40r2020 For direct Inks toall SST approvals Rated below, CLICK HER 9 For additional Information regarrding Florldn's Statewide ProductApproval System and M1srl43sdo County Notice ofAcceptence (NOA), CLICK HER FL*10446-RS 9 Id" Product Model, Number or Name Product Descritirtlon 1 A21. A23, A331 A34, A36, A44 Angles 2 APA21, APA4, APA6. APVA21. APVA4, APVAO Outdoor Accents Angles 3 AP944, AP1144R, APV866, APBSOR, APB8a, APB88R, AP81 010, APB1 01 OR. APVB44. Outdoor Accents Post Bases APVB44R. APVB68, APVI366R, APVBS8, APVB88R, APVB1 010, APVB1 01 DR 4 APDJT24, APDJT2R-4, APDJT2-S, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6. Outdoor Accents Dock Joist Ties APVDJT2R-8 5 APHH46, APHH48R, APFIM10, APHH61OR Outdoor Accents Heavy Hangar 6 APL4, APL6, APT4, APT$, APVL4, APVL6, APVT4, APVTS Outdoor Accents L and T Beam-lo-Colurrin Ties 7 APLH24, APLH24R, APU426, APLH26K APLH210, APLH21OR Outdoor Accents Light Hangers a BVLZ Brick Veneer Ledger Connedor 9 CBT2Z.CBT4Z Concealed Beam Tes 10 CJT3Z. CJT4Z, CJT5Z. CJT6Z Concealed Joist Ties 11 DJT14 Deck Joist Tie 12 DS Dry Wall Stop 13 FC4. FC6 Framing Clips 14 FWANZ Foundation Wall Angles 15 GAI: GA2 Gusset Angles 16 H2A, H2.5T, H8, HIOA-2. HIOS, H14, HGA10 Hurricane Ties 17 HCJTZ Heavy Concealed Joist Tie 18 HH4, HH6 Header Hangers 19 KBSIZ Kne&-Brace Stabilizer 20 1.30,L50,L70,1_90 Anglies 21 LCE4 Post Cap 22 LS30, LS50, LS70, LS90 Skowable Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ2SLZ, LSSJ2SRZ, LSW28LZ, LSSJ28RZ, LSSJ21OLZ, LSW21ORZ Field Adjustable Jack Hanger 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.56. LSSR210-2, LSSR410 Field Adjustable, Slopeable/Skewable Hanger 26 LTP4. LTP5 Tie Plates 27 ML237, ML24Z, MI-202, ML28Z, ML21OZ Angles 28 MMH8 Roof Tie-Dowrl 29 MMHC Hinged Roof Connector 30 MMLUX MMLU26.2, MMLU28, MMLU28.2, MMLU210, MMLL4211, MMLUI39, MMLU1311 Face -Mount Hangers 31 RSC.RBCP Roof Boundary Clips 32 RST-3 Roof Tie -Down 33 RTC22Z, RTC412, RTC2Z, RTC44 Rigid Tie Connectors 34 STC. STCT, OTC. HTC4 Truss Clips 35 TJC37, TJC57 Truss Jack Clips 30 Z2, Z4. Z44 Panel Stiffener Clips ELIMME-M Seq # Product Model, Number or Name 1 AHEP 2 DSC2R-SDS3, DSC2L-SDS3, DSC5R_SDS3, DSC5L-SDS3 3 GBC 4 HCP1.81. HCP2, HCP4 5 HHRC2-2, HHRC42, HHRC42.2 HHRC4/1 81, HHRC", HHRC5.2513.25. HHRC5.3713.12, HHRC66 a HRC1.81, HRC22 7 LRU26. LRU28, LRU210, LRU212 8 LSU28, LSSU28. LSSU210 9 TBEA, TBE6 10 TC24. TC26. TC28 11 THA29, THA213, THA218, THA218-2, THA222-2, THA413, THA416, THAC418, THA422, THAC422, THA426. THA422-2, THA426-2 12 THA11.81)22, THAl2,06/22, THAl2.1122, THA1222, THAI322, THAI3522, THA1422 13 THAL422, THAR422 14 THJA26, LTHJA2$, LTHMA 15 THJM2-4-SDS3, THJM2-5-SDS3, THJU26, THJU25-W 16 TSBR2-24 17 VPA2, VPA25, VPA3, VPA35, VP`A4 IS VTCR Simpson Strong -Tie 2020 FBC Approved Products Updated 12r-OMO For direct Inks to all SOT approvals Isted below, Far additional Information regarding Florlda!s8talowlde Product Approval System and-Narrii-Dade County Notice drAcoaptance (NOA). CUrK HER FL#JO45C�Rlli 22L9 Piroductl3escription 1 Err, BTB. BTH BrickTies 2 CMST12, CMST14, CMSTC18 Coiled Straps 3 C514, CS16. CS18, CS20. C522 Coiled Straps 4 CSHP18. CSHP20 Coiled Strapre 5 CTS218 CompressiordTonsion Strap a DSP,SSP,TSP Stud to Plate tie 7 H1. H10A, 1426A. H3. HO, H7Z, HIS, H10S, HIS-2, H16-2S Hurricanei 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 9 HS24 HurricanoTle 10 KSS2-SDS1.5. HSS2-2-SDS3, HSS2-3-SD83, HSS4-SDS3 Heavy Stud Shoo 11 HST2. HST3. HST5. HSTO Straight Straps 12 HTS16, HTS20. HTS24. HTS28, HTS30, HTS30C Heavy Twist Strap 13 HTSQI SK7Z HTSQ20KTZ Heavy Twist Strap 14 LFTA Light Floor Tie Anchor 15 LSTA9, LSA1 2. LSTA1 5, LSTA1 8, LSTA21 , LSTA24, LSTA30, LSTA36 Straight Shops 10 LST149. LST173 Straight Straps 17 LTB20, LTB40 Bridging 18 LTS12. LTS16, LTS18, LTS20 LightTwistStrap 19 MGT Medium GirdorTiedown 20 MST27, MST37, MST48, MSTOO, MST72 Straight Straps 21 MSTA9, MSTA12, MSTA15, MSTAIS, MSTA21, MSTA24, MSTA30, MSTA36: MSTA49 Straight Straps 22 MSTC28, MSTC40, MSTC52, MSTC6e, MSTC78 Straight Straps 23 MSTC48B3, MSTC6863 Pre -Sent Straps 24 MSTI26, MSTI36, MSTI48, MSTISO. MST172 $#eight Straps 25 MTS12, MTS18, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium TwistStrap 28 INCA200-112. NCA202-12, NCA2X6-Ie. NCA2x1O-16, NCA2x12-1S Bridging 27 RCW812, RCWB14 Wall Bracing 28 RPSIS, RPS22. RPS28 Repair Plate Strap 29 RSP4 Stud to Plate Connector 30 SPI, SP2, SP4, SPO, SPO SM d Plate Tie 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 32 SS1.5, SS2.5, SS3, SS4.5 ftd Shoo 33 ST9, ST12, ST18. ST22, ST292, ST2122, ST2115. ST2215, ST82115, STO224, ST6236 Straight Shops 34 TB20, T827. TB30. TB38, T842, T948, TB54, TB66, TB6D Tension Bridging 35 TWB10, TWB12, TWB14 Wall Bracing 36 VGT,VGTR,VGTL Variable Pitch Girder Tiodawn 37 WS1108, WS1 OSC, WB1 28, W811 26C, WB143C Wall Bracing MT117 Product Description I CBH2.37x5,5. CSH2.37x7.S3, 0SH2.37xg.75 Adjustable Hip -End Connector 2 DU, DHU, DH UTF series hangers Drag Strut: Connectors Gable Brace Connector Hip Corner Plate 3 HGU3.63-SDS, HGU5,25-SDS. HGU5.50-SOS, HGU5,62-SDS, HGU7.00-SDS, HGU7.25- Heavy Hip to Ridge Connectors SOS, HGU9.0O-SDS 4 NGUS series hangers Hip Ridge Connector Rafter Hanger 5 HHGU6.255�SDS, HHGU5.50.SDS, HHGU5.62-SDS, HHGU7 00-SDS, HHGU7.25,SDS, Light Slopeable/Skewable U Hanger HHGU9,OO-SDS Truss Bearing Enhancer 6 HHUS26-2, HHUS28-2, HHUS210-2, HHUS46, HHUS48, HHUS410, HHUS5.50/10, Truss Clip HHUST25110 Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC sones hangers Adjustable Truss Hanger Sized for I -Joists Skewed Truss Hanger Multiple Truss Hangers 8 HTU26, HTU128, HTU210, HTU126-2, HTU28-2, HTU210-2 Multiple Truss Hangers 9 HU, HUC series hangers Truss Spaoer-Restraint Variable Pitch Connectors Valley Truss Clip 10 HUC01.8119-SDS, HU001.81/11-SDS. HUCO210-2-SOS, HUCO210,1-SOS, HUCQ310- SDS, HUC0410-SOS, HUC04112-SIDS, HUMS.2M-SDS� HUCW.25i`i1-SDS. HUOQ610- SDS, HUCQ612-SDS Simpson Strong -Tie 2020 F13C Approved Products Updated 1 ZF3WD20 MRFor direct Inks to all SaT approvals Isted below. CLICK HER For additional informaton regarding Florida's Statewide Product Approval System and Man -Dade County Notice of Acceptance (NOA). CLICK HERE. FL#1146111-R5 =1 Fligiduct Model. NuMber or Name Product Description I HHUS210-3, HHUS210A Joist Hangar 2 HRS6, HRS8, HRS12 Strap Ties 3 HUOQ210-2-SDS, HUCQ210-3-SDS, HUC0310-SDS Joist Hanger 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 5 THGQ2-SDS3, THG03-SDS4.5, THGQ42-SDS3, THGOH3-SDS4.5, THGQH4-SDS6 Joist Hanger 6 THGW3-3, THGW3-4, THGW41-3. THGW4A Joist Hanger FL#f 1473-RS 12g.g Product Model, Number or Name Product Descrialtion 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrafft Anchor 3 H16, HISS, H16-2. HIO-2S HurricaneTie 4 HETA12, HETAIO, HETA20, HETA24, HETA40 Embedded Truss Anchor 5 HETAL12, HETAL18, HETAL20 Embedded Truss Anchor 6 HGAMIO, HM9 Masonry retrofit connectors 7 HHETA16, HHETA20. HHETA24, HHETA40 Heavy Embedded Truss Anchor 8 LOT2, LGT3-SDS2.5, LGT4-SDS3 GirderTiodown 9 LTA2 Lateral Truss Anchor 10 META12, META16, META18, META20, META241, META40 Embedded Truss Anchor 11 MSTAM24, MSTAM38. MSTCM40, M8TCMaO Step Tie for Masonry 12 MTSMIO, MTSM20, HTSM16, HTSM20 Twist Strop for Masonry FL#1149e-R6 12" Product Model, Number or Name Product Driscirlation 1 DTTIZ Dock Tension Tie 2 H012, H019 Bolted Holdowns 3 HD3B, HD5B, HD7B, HDOB Boiled Holdowner 4 HTT4, HTT5, HTT5-W4 Tension Ties 6 LTT19, LTT20B, LTTI31 Light Tension Ties FL#1 36211-RO §W Product Description 1 SB513x24, SB7/8x24, SBIx3O SS Anchor Bolts 2 SSTB1 6, SSTB20, SSTB24, SSTB28, SSTB34, SSTB36, SST81 SL, SSTB2OL, SSTB24L, SSTS Anchor Bots SSTB28L F1.0,13872-Ril $04 X Product Model, Number or Name product Clescrintion 1 CMST12, CMST14, CMSTC18, C814. CS16, CS18, CS20, CS22 Called Straps 2 HRS6. HRS8, HRS12, FHA6, FHAQ, FHAl2, FHA19. FHA24, FHA30, MSTI26, MST138, Straps 97 mil (12 go) MSTI48, MSTISO, MSTI72. S/MST27, SIMST37, VMST48 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Straps 4 LSTA30, LSTA30, LST149, LST173, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21. MSTA24 Straps 43 mif (18 go) 5 LSTAQ, LSTA1 2, LSTA1 6. LSTA18, LSTA21, LSTA24, ST202, ST2122. ST2I 15, ST2215 Straps 33 mill (20 go) 6 LSUBH3.25, SUBH3.25, MSUBH3.25 Bridging Connector 7 LTP5 Lateral Tie Plate 8 ILTS12, LTS16, LTS18. LTS20 Light Twist Straps 9 MSTA30, MSTA30. ST6215, ST6224, STQ, ST1 2, ST1 8, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 go) 10 MSTC68, MSTC78, STS238 Straps 68 mil (14 go) 11 MTS12, MTS18, MTS18, MTS20, MTSW, MTS24C, MTS30C Medium Twist Straps 12 SM1.50, SIB1.81, Si S62.37, S1132.56. SIB2.68, SIB3.12, SW.56, SIB3.62, SIB4.0e. Top Flange Joist Hangers SFB4.12� 5/1214.28, SfB4.75. 865.50 13 SIBA2.12fS, SSA2.1211 0, S)BA2.12fi 2, SFBA2.12114. SIBA4.1818, SIBA4.18fl 0. Top Flange Joist Hangers SfBA4.I8/1Z SfBA4.118114 14 SMIA HurricanoTie 15 SNOBS. S11-1088, S44DIDS, SfHDIOS, S1HD15S, S111-1015S Holdowns 16 S/HDU4, SIHDU6, SHDU9, VHDU11 Holdowns 17 SfJCT, SfHJGT Joist Hangers ProduCt Doillorlption Concealed hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers available in widths ranging from 1-9/18"to 3-W18" and heights ranging fromg-1/8" to 23-15116". Face -mount hangors Face -mount hangers available in widths ranging from 1.518!' to 7- 318" and heights ranging from to 12-718". Face�-mount hangers Face -mount hangers Skowed face -mount hangers available inwidths ranging from 3- 118" to 5-118" and heights ranging from 4-V4" to 15-3W'_ Concealed filings version (HSURC, HSULC) available for all double 2X and 4X models; only acute flanges concealed. Face -mount hedgers FacL,rnount hangers available in widthis ranging from 11�101161D 7. 1/2" and heights nanging from 2-7/8"to 19-114*. Concealed flange version (H IJC) available for all models having width equal to or greater than 2-9/16". Fac,a-mount hangers Simpson Strong -Tie 2020 F13C Approved Products Updated 1243WMI) For direct Inks to all SST apiprovals Isted below, CLICK HER For additional information regarding Flondas Statewide Product Approval System and Mail -Dade County Notice otArceptance (NOA4, LLLQK1=. 18 SfLBV1.58, SILSVI -81 L SILBV2.06, SILBV2.37, SfLBV2.56, SILSV2.68, S/LBVS,l 2, Top Flange Joist Hangers SREV3.58, SILBV3.62- SILBV4.06, S/LBV4.12, S(LBV4.28, S&BV4_76, SILBV5.50 19 S/LTT20, S/DTT2Z, S/HTT14. HTT4. HTT5 Holdowns 20 S/MSTOO, SNST72 Straps 118 mil (10 oa) 21 SP4, SPS Stud Plate Ties 22 SSP, DSP,TSP Stud Plate Ties 23 STC,DTC Truss Clip 24 TBDM Truss Brace Diagonal 2r> TJC37 Truss Jack Connector FL#1 3904-RS =9 1 CCQVG.82-SDSHDG, CCQM4.e2.SDSHDG, CCQM5.50�SDSHDG. GCTQM3.82-SOSG. OCTOM4.62-SOSIG. CCTQM5.50-SDSG, COCOW 62-SDSG: CCCQM4.62-SDSG, CCCOM5.50-SOSG 2 ECCLOM3.62G-KT, ECCLOM4.62G.KT. ECC1_QM5.5OG-KT. ECCLLOMD3.62G-KT. ECCLLQMD4.62G-Kr, ECCLLOMD5.500-KT, ECCLRQMD3.62G-KT, ECCLRQMD4.020� KT, ECCLRQMD5.50G-KT 3 HGUW.25: HOUMS.50, HGUM7.00, HGUW.25, HGUM9,OO 4 LGUM2&2. LGLI LGUM264, LGUM28-2. LCUM28-3, LGUM284, LGUM21O­2, LGUM210-3, LGUM2104, LGUM46. LGUM48: LGUM410 5 M13HA3.1219.25, MBHA3,12JI1,25, MBHA3.56U.25, MBHA3.5619.25. MSHA3,56111.25, MSHA&56111.88, MSHA3.56114, MBHA3.58116, MSHA3.5Sr18, MBHA5.5W.25, MBHA5.5019.25, MBHA5.5QFI1.25, M13HAS.50111.88, MBHA5.5(Y14, MBHA5.=15, MSHA5.50118 6 MBI-1113.5819.25, MBHU3,66/11.25, MBHU3.56111.88, MBHU3.56114, MBHU3.56/10, MBHU3.66118, MBHU6.5012.25, MBHU6.5Q?1 1.25, MBHUS.5011 1.88. MBH U5.50114, MSHUS.50/10, MSHU5.50/18 FL#1 3975-RO S-0 Product Model, Number or Name I SDW22300, SDW22338, SDW22438, SDW22468, SDW22500, SDW=600, SOW22e3a, SDW22834 2 SDW01USO. SDWC15800 3 SDWH193000R SDWHI94OODB, SDVvH1lQS0ODB, SDWHI98OODB, SDWHID100ODB 4 SDVM2740DG: SOWH27BOOG: SDWH27OODG, SDWH271ODDG, SDWH2712DOG 5 SIDWS16212. SOWS116300, SDMI 6312, SDWS1 0400 6 SOWS19800, SOWS1971Z SDWS2240D,SDWS225O0.SDWS225I2, SDWS22000: SDW=800, SOWS22900, SDM221 000. SDWS221 100, SDWS221200, S17WS221 500 7 SDW=300DB: SDWS2240ODB, SDWS2250008. SDWS228OODB, SOWS2280OD8, SDWS22100ODB 8 SDW=312DBS, SDWS22512DBB 9 SDWS2730OSS, SDWS2740OSS. SDWS275OOSS. SIYWSVWDSS, SDWS278WSS. SDWS27100OSS, SDWS27120OW 10 SDWV13400 11 STN22 Product Descricittion Masonry Pier Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers Masonry-l-op Flange Boom Hangers Masonry Beam Hangers Product Dwriptlan Strong -Drive SDW EWP-PLY and TRUSS -PLY Screws Strong-Odille SDWC TRUSS Screw Strong -Drive SDWH TIMBEIR-H @(Screw Siliong-Drive SDWH TIMBER-H EX H DG Screw Strang -Drive SDWS FRAMING Screw Strong -Drive SOWS TIMBER Screw (Into ror Grade) Strong -Drive SDWS TIMBER Screw (Exterior G rade) Outdoor Accents Structural Wood Screw Strong -Drive SDWS TIMBER SS Screw Sbrong-Drive SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer FL015363-013 fijaf PMduat M0,dI9I. NuMber or Name Product Dowilgition I AS 18, AS 18S5, AS I OW 18 go Truss Plates 2 AS 2OHS 20 go. High Strength Truss Plarte 3 AS-20 20 go. Truss Plate 4 ASHP Hinge Plate Connector FL*1 57311-114 ,tg" Product Model. Number or Nanne ProductDoscriation 1 ET -HP Adhesive Anchor fix concrete 2 GAC. GDP, GDPM-50. GDPM-75, GDPM-100, GOP$, GW-50, GW-75, GW-100, GTH Gais-actuatiod fasteners and assemblies 3 PDPA, PDPA-K. PDPA-MG. POPAT, PDPAT-K PINW, PINWP, PINWP-W. POPAWL, Powder -actuated fasteners. threaded studs, and assemblies PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHAA 4 SET-3G Adhesive Anchorfor concrete Simpson Strong -Tie 2020 FBC Approved Products Updated 12r3QMQ For direct Inks to all SST approvals Isted below, For additional information regarding Florida's Statewide Product Approval System and Marl -Dade County NdJoe of Acceptance (NOA). CLICK HERE. I I HUS, HUSC series hangers Face -mount hangers available In Wdths ranging from 1-5/8"to 3. 9116" and heights ranging from 4-5/16'to 1 1"� Concealed flange version (HUSC) available for models having width equal to or greater than 3-9/1 Or'. 12 IUS series hangers Face -mount hangers available in widths ranging from 1-7/8"to 3- 5t8" and heights ranging from 9-1/4" to 16'. 13 LGUS.25-SDS, LGU3.63-SDS, LGU5,25-SDS Face -mount hangers 14 LU24, LU28, LU28, LU210 Fac&-mount hangers 15 LUC26Z, LUC21 OZ Face -mount hangers 15 LUS series hangers Faoo-mount hangers available In Wdths ranging from 1-9/1 6"to 4- &8" and heights ranging from S" to 10-15ilV' 17 MGU3,63-SDS� MGU5.215-SDS, MGU5.50-SDS, MGU5.62-SOS, MGU7.00-SDS Face -mount hangers 18 MIU seres hangers Face -mount hangers available in widths ranging from 1-9/1 V'to 5- 118" and heights ranging from 6-15/16'to 19-11Z. 19 MUSX MUS28 Face-mournt hangers 2D SUR, SUL. SURC, SULC series hangers Skewed face-mourd: hangers available in widths ranging from I - 9/1 S" to 34W1 O"and heights ranging *am 3-1/1 61D 13-3/4". Concealed flange version (SURC, SULC) available for all double 2X and 4X models; on ly acute fledge is concealed. 21 U series hangers Fooe-mount hangers avoilablee in widths ranging from 1-9/116"to Wand heights ranging from 2-5fflo 11-114". FL#10867-R45 JcW Pnpduct Model. Alurn ber or Name Product Descrialtion 1 BA sari" hangers Top flange hangers available in widthe ranging from 1-9/16"to 7- 118" and heights ranging from 7-1/8"to 30". 2 DGBF series hangers Top flange hangers available in widths ranging from 3-516'to T- 1/8" and heights ranging from 9-114�'to 24". 3 DGIF series hangers Top flaings hangers available in widths ranging from 1 -112'to 3- 518" and heights ranging from 7-11,V' to 24'. 4 DGHF series hangers Top flartgre hangers available in widths ranging from I V4" to 3- 518" and heights ranging from 9-11W'to 24'. 5 EG5, EG7. EG9 set" hangers Top flange hangers available in widths ranging from 5-1/4" to S­ 7/8" and heights ranging from 11 " to 32-117'. 6 EGQ series hangers Top flange hangers available in widths ranging from 3-618"to 7- 114" and heights ranging from 11 -114" to 32". 7 GLS series hangers Saddle hangers available in widths ranging from 3-1 X'to S-71S' and heights ranging from 8-1/2" to 28". 8 GLTV sense hangers Top flange hangers available in widths ranging from 3-114!'to 7- 118" and heights ranging from 11 " to 32'� 9 HB series hangers Top flange hangers available in widths ranging from 1 -W1 Or' to 7- 1/2" and heights ranging from 8" to 3CY' 10 HGLS seres hangers Saddle hangers available in wifts ranging from 6-114!'to S-7W and heights ranging from 10-1 re to 28". 11 HGLT set" hangers Top flange hangers available in widths ranging from 3-141c, 8- 7/8" and heights ranging from 7-lrZ'to 37'. 12 HGLTV seres, hangers Top ftange hangers available in widths ranging from 3-1 Wto 7- 1/8" and heights ranging from 14!'to W'. 13 HIT series hangers Top flange hangers available in widths ranging from 2-5/16"to 3- 9116" and heights ranging from 18"to 26'. 14 HUSTF series hangers Top flange joist hangers available- in widths ranging from &118" to 3-9118* and heights ranging from 5-3/8" to 13-1/8". 15 HUTF. HUCTF series hangers Top flange hangers available in widths ranging from 1-9/1 6"to 5- 1/2" and heights ranging from 3-711O"to 16'. Concealed flange version (HUCTF) available for all models having Wft equal to or greater than 2-9116". 16 HWP series hangers Top flange hangers available in vAdths ranging from I -WI 6"to 7- 1/8" and heights ranging from 5-3/8"to 2&'. 17 HWPH series hangers Top flange hangers avalable in YAdths ranging from I -g/16'to 7- 1/2" and heights ranging from 5.31&'to 32'. 18 ITS series hangers Top flange hangers available in widths ranging from 1 -9/1 O"to 3- "" and heights ranging from 9-1/&'to 10'. 19 JS series hangers Top flange hangers available in width of 1-9/16'and heights ranging from 5-3/8" to 7.114". 20 JaA series hangers Top flange hangers available in width of I-Stid"and heights ranging from 9_311&'tD 13-118". Simpson Strong -Tie 2020 F13C Approved Products Updated 12r3W2020 For direct Inks to all SW awrovels Isted Wow, CLICK HERE, For additional information regarding Rorida!-j Statewide Product Approval System add Marti -Dade County Notice of Acceptance (NOA), fiMS&MM. 5 SET-XP Adhesive Anchor for ooncrate 8 Shrong-Boll: 2 (STS2, STB24SS, ST 1324SS) Strong -Soft 2 Wedge Anchor for concrete av aiiable in carbon stse I and Types 304 and 316 stain less steel 7 Titan HD (THO-1-1, THD-HMG, THD-H4SS, THD-HOSS, THD-CS, THD-CS8SS) Titan HD Heavy Duty Screw Anchor for concrete and masonry avallable with hex head In carbon steel and Types 304 and 316 stainless steel, of with countersunk head in carbon steel and Type 316 stainless steel 8 Titan HD Rod Coupler (THD37634RO, THD50934RC) Then HD Threaded Rod Coupler for concrete 9 Titen HE) Threaded Rod Hanger (rHDBZ16ORH, THDB37155RH, THD37212RH. Than HD Threaded Rod Hangerfor concrete THD50234RH. THDIO212RH) 10 Wedge -All (WA) Wedge -All Anchor for masonry FL*16230-RO AW Product Model, Number or Name 1 AT-XP 2 ET -HP 3 SET-XP 4 Strong -Bolt 2 (STB2) 5 Tilien 2 (TTN2) 6 Til HD (rHD-H4SS, THD­H6SS, THD-CSOSS) 7 Titen Turbo (TNT) FL#1693?-R3 ,QMLJ1 Product Model, NUMber or Name I X34181016-5K XIS1016, X1 BI 0104K XQISIOIB,)(Ql 81 016-4K 2 XLQII 4T1224, XLQ1 14BI224.2K 3 XMQI 14S1224. XMQI 14191224�21< 4 X0114S1 224, X0114BI224-2.SK X1 14S1224, XQ1I 2SI224, XQ1 1281224-2K 5 XU34S1 Of 6. XU34B1 01 O-5K FL#35320-RO §W Product Made], Number or Name 1 DSSCB43.5� DSSCB4tl, DSSC848, WHS 2 FCS43.5L FC845.5. FC847.5, FCM9.5. FCB411.5 3 FPHSD34SIC16, FPHSD3481015. FPHSD34B1O15-5K, FPHSD34Sl214, FPHSD34B1214, FPHSD34B12I4-5K 4 LSFC2.25. LSFC4.25, LSFCB.25, SFC2.25, SFC4.25. SFC6.25 5 LS9C4.25, LSSCS.215, SSC2.25, SSC4.25, SSC6.25: MSSC2.25, MSSC4.25. MSSC6.25, MSSC4.25KW, MSSC6.25KW 6 RCKW3, RCKW5.5, RCKW7.5, RCKW3S. RCKW5.5S 7 SCS43.5,90845.5, SCS47.5, SCB49.5, SCB411.5, MSCW.5, MSCS47.5 8 SCS32-W. SCS62-5R7, SCS02-5fl 18. SC582-5/118 9 SCW3.25, SCW5.5 10 SJC8.26, SJC1 0.25, MSJC8.25, MSJCI 0.25 11 SSM.518 12 XLSH3481414, XLSH78B1 414 13 XQ1S1O1 S. XQI B1016-4K. X01SI214: XQ1B1214-3.5K, XQ78S1224, X07881224-3K, X0114S1 224, )M114B1224-2.SK, XQI 12SI224, XQ1 1281224-2K, X348101"K, X1 S1010, X1BIO1e.4K, XIS1214, XIBI214-3.5K Product Description AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Adhesive for rnasonry SET-XP High-Streno Epoxy Adhesive for masonry Strong-Boft 2Wedge Anchorfor masonry Titen 2 Screw Anchor for Concrete Titan HD Heavy -Duty ScrewAnchor for concrete available in 304 or 318 stainless steel with hex head. and 316 stainless steel with countersunk head. Then Turbo Screw Anchor for concrete or masonry Product Description #10-10 Strong -Drive X Metal Self -Drilling, Tapping Scram with #3 Drill Point #1 2.241Strong-Drive XL Large -Head Metal Self -Drilling, Tapping Scre%s with #6 Drill Point and Large Diameter Hex Washer Head 412-24 Strong -Drive XM Madium-Head Metal Solf-Drilling, Tapping Screws with #5 Drill Point and Medium Diameter Hex #12-24 Strong-Dnve X Metal Seff-Drilling, Tapping Screws wfth 06 Drill Point 010-16 Strong -Drive XU Metal Seff-Drilling, Tapping Screvvs with #1 Drill Point Product Doscricition Bypass Framing Drift Strut Connector Bypass Framing Fixed -Clip Connector #10-18 and #12-14 Strong -Drive FPHSO Framing-liti-CPS Sell - Drilling. Tapping Screm Steel Framing Connector Sheet Stud Connectors Rigid Knee Wall Connector Bypass Framing Slide -Clip Connector Bypass Framing Connector Head -of -Wall Slide -Clip, Connector Steel Joist Connectors Bypass Framing Slide -Clip Strut Connector #14-14 Strong -Drive XLSH Shouldered Seff-Drilling, Tapping Scre'As 410-19.412-14: and #12-24 Strong-Drine X Metal Self -Drilling, Tapping Screws cn -Cu > C- (D 2-_0 C:)- ca. = 0 0 " CD CU 0 -0 a) -+Z W C a) = -0 CU 0 - CU 70 Cn .0 0 = 0 0�. -0 C = 0 a) ICU = 0 .0 -+-a U_ %I.- 0 ICU > Cn -0 a) In E L_ CU "0 CL CC -0 101- C .- -&..0 Cn 0_ W MJ o > 4-1 r-- Q 0 1:10 CO M U. 0- -0 0 C N (0 (cfn) E < 0 0 > - > cr- F c: M 0 0 n Q ZZ 40- E =3 77 L) 0 CU 0 L_ CL 0_ 0 0 ICU M ICU W < Z Z a. SHEET NO. PA 1.2 1s11•Il1®11�1�1� 11�1�1■1 �i "' 1 n I' my11! R' ��!1R� ��ll[ I� IRffe�il elIll"IRi X r i i 1, 1117'� MIAMM IUMa DAMM:+eovr Y ram MMIM 1!8{1taUC?Ct]I. SnsCrroN 11W5 SWM'Saw 8aoa = nEeARrlE19'roF3EHGVLA6TOR.YAND ECaaroI RIESOMILCIRs.(IRM) Mkm� FkKift 33175-2474 BaARDArm CODE DIVIS>Iilr T ("315-"x5130. Fr (i) 315-25" NOTICE OF ACCEPT AINTCE (.NOA) Mww.aru1Mdad&X*vascwts PGT Dairies, bw. 1070 TcchndoU Irh•e, North V*uke, FL 34275 SCOT ThisMAis.beingisspedumdertheapplicablerulesandregalabos jpvernidgtheuse ofe strtec3ianmrtterials_1lrc documentaftousubmaW has beenreviarwed&Maccepted byMisai-IladeCounty RER -Product ConftdSectionto be used in Mian Dade C vrAy and odwareas where allowedbythe Audtorityliaviug Ju isdiciim (ARJ} This-NOA shall not be valid arardie expiation date stated beknv_The Mami-Dade Comity Product. Caning Section (InMarw Dade County) an&ordke AM (in w=sodmrdianMiamiDa&Cbunty) reserve the right to have this pwduct or mde d tested far quaiik}* art Epugpmm- if title proftd or material faille to perform m ibe accepted manner, thenumdadsra writincurthe expeose of suchkstingandihe AH7mayimmedutelyrevoke; modify, or suspend the. use of such product or material within their jurisdiction. RFR seserm the right to revoke this acceptwm if it is dete� by-Mianti-M& County Product Cockol Section that this pwdwt or material fails to meet the requiranents of the applicable buildimg code_ This grodod is approved as desrritedheain andhas been designed to comply wzh Bee Florida Building Code, including the High Vekxityl uni ane ;onr- DEESCCRIEMO ti: Series ` M7412770"T inri sin' g Glass Dow (Reinforced) w** 900 & 13..0 rare m-_LML APTROVAL DOCVMENT: DrawingNo-MD-55M.9 R1evB, tided -Wmyl Sliding Glass DoorNOA(I.l►d)", sheet 1 through 21 of 21, preparedby meet uer, dared 10105<15 and last revised on 0..r'01121, signed and sealed by A- Lyme I+111er, P-E., bearing the Miami -Dade CountyProduct Control Recision stamp vMh the Notice of Acceptance nunben and expiraftmdde by the Miami Dade Corenty Product Control Section. MISS YIMPACT'R4TI G:tinnierand9=11MudlehopetRmigant Limitations: 1. See table h (sheet2) and table 2 (sbeet 8) forapplieable SGD unit sizes,, desigo p re u=es; r+einforcemeats tykes, pass types, silt riser (see tables B-1 & B-2; sleek 748 e®d anrhorlayoat streets rtequkem mts in 11 emu 16- 2. Rigid VI1hite PVC, Tan (Nonwhite) Rigid PVC andBarom coated (Painted or laminated) white Rigid PVC to be labeled per ref wed MON3 regroiremmets_ 3. Egress operab a doc m nuut ccw*y with mm clear width or he t per FBC require t, as appba ble. 4. Pocket walls tinder separate appr reA to be revwwedbyBuildmg official L 411M,r'qG: Each unit shall bear a prnnaaentlabel with kcter'saame or Togo, city, state and series and following stateme L "l�Dade County Product Cotrrd ApproveP noted hereuL RUMM4L of this NOA.44 be tad a$er a renewal applica bon has beenfiled and there has beenno change in the applicaMebuilding codenegatively affbetirg the perfixuume ofthis product. TERXE ATION of this NOAwdl occur after the expiration date or if geese hasbeen a revision or charm in the materials, use, andbruumufi rtureofthe pnrpdtxior prone$ s. Mica w ofihis NOA as -air endorsement of any pro&M far sales, advedising or any o9wpurposes shalt au#amalically to dm NOA. Failus eto comply with any sectionaftImNOAsIMbecausefor te onandremovalofNQA. ADt7+RTISEr1 EN'f: TheNOAmm�berpre mW bydwwords Miami -Dade County: Flood* and followed by1he eapirationdramaybedtspiayedin advensiugMerature_ IfanyporbonoftheNOAis displayed, then it shall be done in its entirety. INSPECTION: A copyofffiis eutueNOA shallbeprovidedto the user bplbe ma Aclaw or its divkkutons and shallbe artailable for inspection at Bee job site at the rat oftheBuildvig Official - This NOA revises & renem NOA#20-0421.05 and mnsists of "page 1 and evideacepaps E 1, E-2, E 3, E-4, E-5 & E-6 as well as approval dornme t me nficaed above. 'the submitted documentation was wvieared by Isloq I. C nda, P.E. NOA Na, 21-92e6.03 Ezpiratiga Dhatet April 14, 3626 t 1+a Approval Date:lir6rch 25, 2ti21 Pape 1. PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCESUBMT1717ED 2. Evidence Submitted under previons submittal A. DRAWINGS 1. Drawing No. MD-5570.0Rev B,titled -Vinyl Sliding Glass Dow NOA (IW,sheets 1 through 21 of 21, prepared bymanufacturer, dated 10)05115 and last mvisded on 0422i20, signed and sealed by A_ Lynn Miller P-E. B. TESTS I. Test reports on: 1) Air lnfilitation. Test, per FBC, TAS 202-94 2) Utaifarm Static Air Pressme Test, Loadingper FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 20294 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wand Pman Loadingper FBC, TAS 20394 along withmad ed-up drawings and tau trim ofa11 PGT Industries Iw representative =its listed below and Nested to gvadil:`y Dowsli 791 and. Dowell 993 Wicones, preparedby Fenestrafion Testing Iaboratory, Inc., Test Reports No.: FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in per), dated 09/03/14 F rL-20-1107.1, PGT SGD780 Alum Sliding Glass Door (unit 7 in propane FrL-20- 2107.2, PGT CA740 Alma. OuftwingCmement Window (unit 8 in proposal) F IL-20- 2107.3, PGT PW7620A Ahnmuinn Fixed Window (unit 9 in proposal) and FTL-20-2107.4. PGT PW7620A Ahintinim Fixed Window (unit 10 in proposal) dated 07113/20, all sighed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification. calculations and structural analysis4 ccmopiying with FBC 70 Edftio► (2020), dated O4J22120, prepared by mamiafac tumor signed, and sealed by AntinocayLyun M&T, RE, 2- Glazing complies with ASTM E1380.04, -0, 42 and A& D. QUALITY ASSURANCE Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERLIL CERTIFICATIONS 1_ Notice of Acceptance No.19-0305.02 issued to Kuraray America, Inc. fvrtheir `Trosifolt tntraclear, Clear, and Color MB Glass Intwhyere. expiring on 07108124_ 2. Notice of Acceptance No.17-080&02 issued toKuraraY America, Inc. for their "SentryGlasS (Cleo' and White) Glass Intatyer!C, tag on 07/04/23_ 3- Notice of Acceptance No. 18-1106.10 issued to Vision Extrnsions Limited for their "Brown Coated (Painted or Lamloated) . White Rigid PVC Exterior Extrusions for Windows and Doors", eaipwin on 09/30/24. 4. Notice of Acceptance No.18-11.06.11 issued to Vision Exftusiow Iced for their series "VE 1000 Tan 202 and fthter shades (Non -White) Rigid Cellular PVC Exterior Extrusions for Windows and Doors", expiring on 12M121- , � Z h Ishaq L Cbaadx, P.E. Product Control Unit Super issr NOA No. 21-829b o3 Expiration We: April 14, 2926 Approval Dates ilrarch 25, 2921 E4 PGT ladostries. Inn. NOTICE OF ACCEPTANCE: EVIDENCE SUBNU TTED 1. Evidence submitted under previous NOA A. DRAGS 1 _ Manufactures die drawingsand sections. (Submitleed imdrr?110ANa 11-0107.04) 2- Drawwing No. b[D-5570.€1, titled -Vmyl Sliding Glass Dom NOA aW, sheets 1 through 21 of 21, prepared by vwnufacturer, dated 1010915, with revision A dated "VS/17, signed and seabed by A- Lynn Miller, PX. B. TESTS L Test on 1) Uniform. Static AirPYeme Test, perFBC, TAS 20244 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loadingper FBC. TAS 203-94 along withmadwd,-W drawings and installation diagram. ofvmyl slulmg gbs door prepared by Fenestration Testing Lab, Ins, Test RepW-No_ FTL 8717, dated 12/07/15, signed and seaW by Idalmis Ortega, P_ E_ (Pest report wmed on 02/15/16 and 02124116) 2.. Test tart on 1) Air Infiftnti on Test, per FBC, TAS 2102 94 2) UnI Static Air Pi+ess= Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94_ 4) Large Missile Impact Test per FBC. TAS 20194 5) Cyclic Wind Pre am Loading per FBC, TAS 203-94 6) Faced Entry Test, per FBC, TAS 202-94 along wither-W dsawmp and installation <liagrasil ofvinyl sliding glass door, prepared by-Fenestyatim Testmg Lab, Inc- Test Report No. FTL 8546_ dated 11106oi15, signed and sealed by Id23nus Ortega, P_ E_ (lest reportMised on 01M 16 and 02111/Z016) 3, Test oo. 1) Airfiliation Twit, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 20294 3) Water Rice Test, per FBC, TAS 20294 4) Imp Missile .Intact Test per FBC, TAS 201-+94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced ErnUy Test, per FBC, TAS 20294 along with mark ed-up drawings and instal}ahm dugram. ofvm)4 sliding gtaas door,pqmed by Fenestration. Testing Lab, line., Test Report No_ FTL $547, dated 12AW15, signed and sealed by Idalmis Ortega, P_ E. (Test report revised on 02115/16) 4. Test report an 1) AirInfiftration Test, per FBC, TAS 202.04 2) Uniform Stalk Air PreLwe Test: per FBC, TAS 202-94 3) Water ResimInce Test, per FBC, TAS 20294 4) Large Mist Imp d Test petFBC, TAS 20194 5) Cyclic Wind Pm Loading, per FBC, TAS 203-94 6) Foam Entry Test per FBC, TAS 202-94 along with mastoid V drawings and tsrsta}lation diagram of vinyl siding puss dolor; prepared by Fenestration Testing Lab, Inc. Test Report No. FM 8548, dated 12 /04/15, signed and sealed by Idamis Ortega, P_ E. (rest report revised on 01AW16 and 02111116). l dkaq L Cloak, P.E. Product Control L"ait Smpersisor NOA 'No. 214296.a3 Expiration Date: April 14, 2826 Approval Data: Mareh'.5, 2021 F -1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERITFIC ATIONS (Continue) 5. Quauex Pact Sauter Spacer Standard complying with ASTM C519 Tbmm2l. Conductivity 0 991 BTU --till Ir -W T, ASIM F 1249 WVIR Pass, ASTM D3985 Qom, ASIM E 2190I.G_ Durability -No Fog -Pass` (Sv5mftRed a nder presions NO.4 Na 15440R05) 6. Quanex Part D . conI with ASTM C519 Thermal Conductivity 2.22 BTU-ivi hr.-fib 01, ASTM F 1249 WVIR Past ASIM D 1434 Argon P Pass, AMM E 2189 LG, DumbArty-No Fog, ASIM E 546 Dew Point Devek moent -20aF in 48 brs. (Ubmifled under NOA Na 15440 -05). 7_ Vision ExtnssioiM Ltd. Parts complying with PVC-AAMA 303-13, Voluntary Specificatim f(w Rigid Polyv t Chloride (PVC) Exterior Profiles for Vision EMumons, Ltd-7-VEX-1 by AAMA FeneWahm Exterior Prlof'i1e Certification Program. (Strbnlio W under NO 4 Na 15- 0409.05) 8_ Vision Extrusions, Ltd. Pants complying with PVC-AAM4.303-13. oubm Med a nder NO 4 No Is-M409 OS) 9: PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Ghlaaide (PVC) Fir Iles for Vision Extrusions, Ltd. VEX-1 by AAMA 17mestration Exterior Profile CArtifieatio n Progtarm 10. Notice of Acceptance No-18-1217.14 issued to Energi Fwestration Solution, USA, Inc_ for Their "Tan 3040 & light shade (non --Mite) 1%Wte Rigid PVC Exterior Extrusions for Windows and Doors , expiring on 02J04/21 _ 11. Notice of Acceptance No. 18-0122.02 issued to Err p Fmcstration Sobrtm USA, Inc, for their series -White Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 02(821 12. Notice of Acceptance No. 20-0203.03 issued to Ezuergi Fenestration Solution, USA, Inc. for their "Bronze & light shade cap oonated White Rigid PVC Exterior Extrusions for Windows and Doors", expizieng on 04nM-)5. F. STATEN ENTS 1. Statmmt letter of confosnuannce to FBC 7* Edition (2020), dated 0422/M issued by memaufactturrm, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial isitefeSt and -of independent- issued by manufacturer. dated 04/1820, signed and sealed by Anthony Lynn Mill PE_ 3. Private Labeling Agreement document between PGT. dated 03MY15 and *w d by all imeolvecl parties G. OTHERS 1_ 'Ibis 1!NOA revises NOA# 17- 420.06 (PVT W)CGI) mud updates to FBC21i20 (7n'Editiou), expiring 0412W _ 2. RER Test proposals #19-1155 dated 01/10/20 approved by Ishag l_ Cilanda_ P.E, expiring 04114f11 _ 10,7 Uh aq L CLaada, P.E. ProdurtCoubd Unit uVorsimer NQA No. 21-92t15.43 Expiration Date: April 14,2026 Approval Date: Uarck 1.9, 2031 E -5 fie!_d -c'� Mtn NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTED B. TESTS (continued) 5. Test report on 1) Air MlItation. Test, per FBC, TAS 202-94 2) Uniform Static Air Pie Test, per FBC. TAS 20294 3) Water Resistance Test, per FBC, TAS 202- 4. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Presm a Loading per FBC, TAS 203-94 6) Fatted Enttry Test, per IBC, TAS 202-44 along with mailwd-p drawings and installation diagram. of vugl sliding glass door, prepared by Fenestration. Testing Lab: Inc, Test Report No. FTL 8549, dated I IAM 5, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 12104115 and GM 1116) 6_ Test report on 1) Air Iannation Test; per FBC, TAS 20294 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) WaterResistanre Test, per FBC, TAS 202-94. 4) Iatge Nfisstle Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 along witti maeimed-W drams and installatiann diagram of vinyl sliding glass door, prepared by Fenestirabon Testing Lab, Inc., Test Report No: FTL 9552, dated 12104115, signed and sealed by ldatmis Ortega, P. E_ (rest report revised can 02115r2016) 7. Test report an. 1) Uniform Static Air Pmss me Test. per FBC, TAS 202-94 2) Large Missile In4ma Test per FBC, TAS'201-94 3) Cyclic Wind Presse Loadingper FBC, TAS 203-94 along with marked -up &2WMP and installation diagram of vinyl sliding glass door, prepared by Feneshatim Testing Lab, Inc., Test Report No. FTL 6639 (samples A-1 thm A-22), dated 11119/10, dgned and sealed by Jocge A- Cause. P. E_ (SrrhnNed tinder NO.4 No 11- 0107.04) 8 Test report ono 1) Air Infiltration Test, per FBC, TAS 202-94 2) Unifornn Static Air Pn msuum Test, per FBC, TAS 202-94 3) Water Rance Test, per FBC, TAS 202-94. 4) Large Missile InVact Test perFBC, TAS 201-94 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 20294 akmg with manned -tip drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc- Test Rgmt No FTL 6337 (samples A -I thru A-5 J dated 12106110, signed and sealed by Jorge A- Cameo, P. E_ (Subar &ed under A'U 4 No.11- #107 09) C. CALCULATIaNS 1 _ Awl" verification. calculations and stnmctinat, ying with FBC-2014, prepared by PGT, dated 1210911 Sand last revised on 02115/16. signed and sealed by Andimyl- Miller, F.E. (Snbmb*d andtr N OA Nv.15-1310 0-4 2. Glazing rain with ASTME-13W-09_ Isiaq I, Cl 2 da. P.E. Product CDs" Tait Snp"missr NOA No. 21-0163.03 Expiration Date: Apr -A 14,.2926 Approval Date: Mareh 25, 2i121 E PGT Industries, Inc. Klon _ r Y_1;t ; ylll I 3. New Evidence S>mmitted A. DRAWINGS 1. Drawing No- MD-MS70.0 Rev B, titled "Vinyl Sliding Glass Door NOA (IW, sheets 1 tlunugln 21 of 21, prepared by mamlfaetumer, bated 10/05/15 and test revised on 02101121, signed and sealed by A_ Lynn. Millet, P.E_ Note: Ibis revision consists replacement of same ensiing m9alllation screw vl.-ith flat head- B. TESTS 1. Nome. C. CALCULATIONS 1_ Name- D. QUALITY ASSUR ACE 1. Miami -Dade Department of R%mlartay and Economic Resources (RER).. E. MATERIAL CERTIFICATIONS. I_ Notice of Acceptance No.19-0305.02 issw d toKara►rayAmerica.Inc. fortheir "Trosiiolt Uhraclear, Clear, and Color PVB Glass Interhyers-, cawing on 07A0M 2- Notice of Aaqftw+e No.17-0808.02 issued ttrKwi ray AmeTica, Inc. fertbe r "Stub-yGlast (Clear and White) Glass Inkrlavers", e4ring on 07/04I23_ 3_ Notice of Acwptance No.18=1106.10 issued to Vision Extrusiow Lkirted for their `Brown Coated (Painted or Laminated) Wye Rigid PVC Emwior Extrusions for Windows and Doors", expiring on 0930124. 4_ Notice ofAcceptance No, M106.11 issued to Vision Ferns Limited for their genes "T°E 1M Tan 202 and lighter shades (Non -White) Rigid Cellular PVC Exterior Extrusions for Windows and Doors", aq inng on 12129/21. F. STATEMENTS i_ Statement letter of coaftmance to FBC 7* Edidon (2020), darted 020MI, issued by 111MUfactu m, signed and sealed. by AnthonyLynn Miller, P_E- 2_ Private= Labeling Agreement dated G3AW1 he item PGT lnduustries, Inc. and CGI Windows and Dom Inc., signed by Dean M Ruask, P.E., V.P. Engkeeri n& on behalf of both cvmpanks. G. OTHERS 1_ This NDA wises & renews NOA# 20-0429 05 (PLA W/CGII expiring 04114126. 2. The current associated PLA CGI file #21-020.0L expiring 0411426. 1= -6. 15i,.7 1. z4n-L. lshagl. c:hands, P.E. Product Codaol Us& Sopavisor WI CA No. 31-929M Expiratioa Date: April14, 2Q26 Approval Dame: xafth 2k M.1 PGT bklustrriees, lac. NOTICE OF.ACCEPTANCE: M71DENCE SUB114IT T ED D. QUALM ASS MANCE L Miami Dade Department of Regulatory and Economic Re so urm (RER)- E. MATERIAL CERIMCATIONS 1. Notice of Acceptance No.154528.14 issued to Vim Extrusion Limited for their -Whi a -Rigid PVC Exterior Extrusions for Windows and Doors', dated 08/13/15. expiring on 09FM19. 2. Notice of Acceptance No.16 020.08 issued to Vision Enruusiau Limited for thew -17E 100 Tan 202 and lighter Shades (NowM`1} o) Rigid PVC Ear Extrusions for Windows and Doors-, dated 12108116, expiring on.1229121. 3_ Notice of Acceptance No-15-052&15 ivared to Vision Extrusion Limited for their •`Brown Coated (Painted or Laminated) Wlike Fed PVC Exterior Extrusions for Windows and Doan". dated 09113115, expiring on 09/30fl9_ 4_ Notice of Acceptance No_ 16 4712.02 issued to ENERGI Fenestration Solutions USA, Inc. for thew-TAN`3040 and Lighter Shades (Non -White) Rigid PVC Exterior Extrusions for Windows and Doers" dated 09/15116 expiring on 021 4t21. S. Notice of Acceptance No- 16-071 W issued to 04ERGI FmWratkm Solutions USA, Inc. for thew "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15116_ expiring on 0411620. 6. Notice of A.4ceptamae No-1b41712.03 issued to ENERGI Fenestration Solutions USA, Inc, for their `White Rigid PVC Exterior Extrusions for Windows and Doors' dated 08i10/17, expiring on 0 128118. 7. Test reeportsNo(s). 10-002-792(A), I0-06-M0527, 535M-09, per AS`1 ME-84, AST PAD 1929 and ASTAM-635, usuued by EXOVA to Vision Extrusion for cellulosic composite msaterial. (SubmMead render N0.4 Nro.11- 0107 04) 8- Notice ofA€ceptaum No. 14 016.11 issued to Kivamy America., Inc. for their "°Seta in-Glas(& (Clear and Whitta) Interlayer", g on 07/04/18. 9- Notre of Acceptance No.16-1117.01 issued to Rinaray America, Isle for tbeu 'Trr0elt Ultiactw, Clear and Color Pl'B InterlayerC . agming an 07108/19. F. STATEMENTS 1. Statement letter ofcoanfomxmce withFBC-5n'Edition (MM) and FBC-GftEdition (2017), issued by mamnfactum dated 08114117, signed & sealed by Lynn NMff, P.E 2. Statement letter oft finaacial interest, dated 04118117, issued by in atIrifacttuer, signed & sealed by Lynn I1ii11e P.E.. 3. Lehr of tab compliance, part of the above test reports. 4. RER. Test Proposal No-17-0387. dated 05/05117, signed by Ishaq C.hantda, P_E_ G. OTHER L Notre of AcoMtamoe Ne.15-1210-.01, d to PGT Ioduustties, fir• their 5eriees ' 557012770" Vinyl Sliding Glass Boor (Reinforced) - L M.LE" cqmmg on 04114t21- E -3 1 Ishaq:Z Ciarada, Pl. Product Control Unit Soperriser NOA No. 21429'M Expiration Date: April U, 2926 ApprosalDate- Mauch 15,2021 -6--0 CD a) U) j (D U N N 0 CL 0 O c cu�� cn CD =3 -a CU 0 cu Fn 0 c 0 0 C= 0 LL 0 .cn N -0 N cn E O CL J=_ F— a �0 Cl) iZ Q Eu v ri It � 4-o e� Otio0 .-- Q m ,< c6 ILL Z -0 p ="f M O fi -0 (\J C , U) it .- < Q O S c's C) � y 3 _� �+ s Cr Q- tlz E_ O O C U _ > 2 0 W L Z i CU O CL CU CU m Q L w Z Z Q J a. SHEET NO. PA 13 PRIT", qVIII all 'IT rTTWPgaW5T 1711" "If I'T T'! If FRI -111rj, -1 vrl ITIT RIM 11LIEC TILLIT TEIIITING & ENGINEERING C PROD 2 2.2. TEST REPORTS,: Large missile Impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads 77nar wrlAnwr 3 6. MATERIAL CHARACTERISTICSIA141101 SPECIFICATION& Shall be strictly In accordance with General Notes and Components Indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing Z I I L I ECI�O mc. 3INEERING COMPANY WALTERA. T1LLJT,.UL, M PRODUCT EVALUATION REPOR ..114,1�t�`4-467 PRQDl7CrXVA1.1`A1n[QN2KPMTNQ- 2.0,02.7.02 2 2M TEST REPORTS: Large missile Impact load tests were performed under SSTD 12-DO standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per 3 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru IS of 18, of Product Evaluation Document (P.E.D.), WATTER A. T7LLXr, WL, PA. Xam kll.t�tl 44147 W FIL C�A- 1.6 —000§719 as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shall be as Indicated on sheets 1. 7 and 21 of YLILIA. U.— OW719 Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing drawing No. 20-175. Minimum separation to glass shall be as indicated on Testing, Inc., Reports # 96-609 dated 08/09/1996, #96-570 dated D9118/1996, 28, of Product Evaluation Document (P.E.D.). dnrMng No. 20-17& Lob ofSough Florida, Report# 0814.01-01 dated 03/11102 witnessed by William sheets 3, 6, 13. 14, 15, 10 and 18 of 18, of Product Evaluation Document PRODUCT EVALUATION REPORT #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medflna, REPORT NO.: 20-0727.02 R. Mohner. P.E.. Boriz Maroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, February (P.E.D.), drawina No. 20-175. P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411611998 and dated 26, 2009, signed and selailed by Edmundo * 2112e dated 10/0511998 witnessed by Gilbert Diamond, P.E. and Report No. 7. LIMITAnONS AND CONDITIONS OF USEe DATE: July 27, 2020 Largoespeda, P.E. and Henry Hattem, P.E. Large missile impact and cyclic 0219.01-09, dated March 4,2009, signed and sealed by Edmundo Largaespada, loadings per Protocols TAS 201 & 203 as per section 1809.1.2 of the Florida IS,. MATERKLCHARACTB%BnC&AMOMECEMATK*M- REPORT NO.: 20-0728.01 P.E. and Henry Hattem, P.E. 7.1. Shelf be strictly In compliance with General Notes No. 1, 8 thru 14, indicated PRODUCT CATEGORY: Shutters Building Code. Test Report prepared by AmeMean Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010. signed and seeled by Julio E. Shag be strictly In accordance with General Notes and Components Indicated on DATE: July28,2020 on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 18, Indicated Gonzalez, P.E. sheet I and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No. Tensile test report No. 9CM-197 by OC Metallurgical, Inc., dated March 13, 2009, on sheet 21 of26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 PRODUCT SUB -CATEGORY. Storin Parsels 20-175. PRODUCT CATEGORY: Shutt= signed and Sealed by Frank Grate, P.E. prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. PRODUCT NAME., 24 GAGE GALVANIZED STEEL STORM Tensile test report No. GCM-198 by OC Motallurgicat, Inc., dated March 13,2009, Anchor specifications Shall be as Indicated on sheet I of 18, of Product PRODUCT SUB -CATEGORY- Storm Panels 2.& STR RAI-ENQMEW9H9XALQL&1LM& 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as PANEL signed and sealed by Frank Grate, P,E, as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. I OKMA 318, dated December 1, 2010 signed Evaluation Document (P.E.D.), drawing No. 20-175. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel defined on section 1620.2 of the Florida Building Code. MANUFACTURER: Global Protection Products. LLC and Sealed by Jerry Jacioliano. P.E. as per ASTM E-S. length based on rational and comparative analysis, and In accordance with 7.3. Product shal I only be Installed Into poured concrete. concrete block, and 4800 S.W. 51 Street 7. L[MrrATIONS AND CONDMONS OF USE MANUFACTURER: Global PnAacffw P"ducts LLC. 4800 S.W. 61 Street section 1616 of the Florida Building Code. Calculations prepared by Tifteco, Inc., dated 11103/08 and 03/12115, sigred and sealed by Walter A. Tillit, Jr., P.E. wood frame structures. Davis. Florida 33314 2.3. STRUCTURAL ENGINEERING CAL&ULATIONS9 On 24 Gage Galvanized! Sisal Storm Panel for maximum panel length vs. design 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated Davis, Florids33314 wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with on sheet I of 18 of Product Evaluation Document (P.E.D.). drawing No. 20-175 1. PURPOSE OF 1ILUATION: 3. MISSILE IMPACT RESISTANCE Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License 1. PURPOSE OF EVALUATIONN section 1604 of the Florida Building Code. Calculations prepared by Tilt000, prepared byTifteco, Inc. and signed and sealed by WalterA.T111111, Jr., P.E. This is a Product Evaluation Report Issued by Walter A. Tillit Jr., P.E. (System Large missile Impact under section 1620 of the Florida Building Code, as per TAS 201 Protocol. No. 44167), President of Titteco, Inc. (Florida CA-0006719). This is a Product Evaluation Report Issued by W&Mr A. 1111111t, Jr., P.E. (System 10 # 1906) to the Global Protection Products, LLC, Rule Chapter No. I nc., dated 12/15/10 and 0=7113 (for this revision), signed and sealed by Waiter 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 01020-3, Method I D of the Florida Department of Business and 4-NND LOADS-RIESISTANCL A , t 61G20-3, Method 10 of the Florida Department of Business and A. 7111it Jr., P.E. as defined on section 1020.2 of the Florida Building Code. Proftesional Regulation. 20 Gage Galvanized Steel Storm Panel has been verified to Sustain wind ...... ". AV-', ` E . \A 1 Professional Regulation. 3. MISSILE IMPACT RESISTANCE Large missile Impact under section 1609.1.2 of the Florida Building Code, as per 7.3. Product shall only be Installed into poured concrete, concrete block, and wood frame structures. This product is being issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall boas Indicated on sheets 8,10,14,15, 16,19, 25 and 26 of 20 of Product Evaluation Docurnent (P.E.D.), drawling No. .1 .44167 This product Is being Issued an Evaluation Report as described herein, and has been verified lbr compliance in accordance with the 2020 Seventh Edition of the SSTD 12-99 Standard and TAS 201. been verified 1br compliance In accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for ft purpose Intended 20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11, ? STATE OF Florida Building Code, and to verify that the product Is for the purpose intended Product Evaluation Report prepared by Walter A. Tifift, Jr., P.E. (Florida License at least equivalent to that required by the Code. 14, 15, 17, 18, 19. 20 25 and 20 of 26, of Product Evaluation Document (P.E.D.), T4 111ORID at least equivalent to that required by the Code. 4. WIND LOADS RESISTANCE: No. 44167), President of Tlboo, Inc. (Florida CA-0006719). This Product Evaluation Report shall be subject to review and revision In case of drawing No. 20-178. 5. INSTALLATION: XZA... S/0 ,i.""N 11 ",,ON 111111011% This Product Evaluation Report shall be subject to review and revision In case of a Building Code change that may affect Its limitations and cordillons 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, a Building Code change that may Its limitations and conditl ons Installation shall be performed strictly in accordance with details indicated on 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawling No. 20-175. , "0 44 'AUN 2. EVIDENCE SUBMITTED. sheets 3 thnu 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document VVATM.L D;� TILTECO ADMON RECORDSA P. E. REPORT.20 %GLOBAL PROTECTION PRODUCTS. LLC%20GAGE 2. EVIDENCE SUSMrffED: Maximum Anchor Spacing shall be as indicated on sheets 5,9,10,11,13 thru IS and 18of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-IT5. IYA' 2.1. PRODUCT EVALUATION DOCUMENTO-9" (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as GALVANIZED STEEL STORM PANELk DRWG Is M175 REPORT 920-07211.011 24 Gage Galvanized Steal Storm Panel has been verified for code compliance to Drawing No. 20-176, thled "20 GAGE GALVANIZED STEEL STORM PANE1,21, sheets I thru 26 of 26 byTiltsoo, Inc,; signed and by Walter A. Indicated on sheets 8,14,16,25 and 26 of 28, of Product Evaluation Document (P. E.D.), drawling No. 20-176. Z1. PRODUCT EVALUATION DOCUMENT (P.E.D.)@ Drawing No. 20-175, trded'24 GAGE GALVANIZED STEEL STORM PANEL*, work as a non -porous storm shutter assembly, as per SSTO 12-99 Standard. WD:A%TT'1L1LrrCO ADMON RECORDS % P. E. REPORT.20 % GLU�AL PR/OS f4.45!N P AGE Enl§s prepared sealed Tillit, Jr., P.E.; dated 07/28/2020. This drawing Is an integral part RA.1ple Evaluation Report, 11�00!% A. 7 IIIIIIIIIIIIIN sheets I thru 18 of 18 prepared by Tiltow, Inc.; signed and sealed by Waiter A. Tillit, Jr., P.E., dated 07127/2020. This drawing is an inteRk#AJ" 6gils Evaluation Report. 41 q GALVANIVED STEFLSTORM PANEL %DRWG#20-175 REPORT*21)-OMN�4�t�4 X rq, ONAL 'E' 'A i A. T lip .... I - \�o ENse cc No 441 b7 167 1 -CIA STATE OF 16 7 7 2 67 - 9, STAT OF 40 NO 0�� - "to ROk % 0�. .. ORO ... ... 6355 NX 36th Street, Suite 305, Miaini, Florida 33166 - Phone: (305) 871-1530 - I A L 6355 NX 36th Street Suite 105. MamL Florida 33166 - Phone: (305) 871 1 -1531 NAL 9MERAL 8.3) IN CASIE THAT PRECAST SIONIE. OR PRECAST CONCRETE PANELS. MCCO OR WOW MOMS WE FWW OR 74E 0 po 21 m mmom� � MINIM COSTING WALL ANCHORS SHALL WE UM EMMIGH TO IN" THE MAIN STRUCTURE BEHIND RICH PARILS I V=M PAMEL SHOWN ON MM "T IP E O'�r KEN VERIFIED FOR COMPLIANCE IN ANCHORAGE SHALL K AS monlamED IN 8A) AND IN 92). ACCORDAMM WITH THE ) 0, r=E. EDOONr � (C) SSI QRRI I 4�, MIN I., OCSION WOO LOADS SMALL K DETERMINED AS PER SECTION 1620OF THE ABOVE MENTIONED DOW. `IHE 1/6 TAPCON MMOM As W"Ac"ItED W. 1M.M.M. 09. #14-10 PANELMATE FEMALE ID AND PANELAIRTE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUXTION PROOLOCIS. F A WIND SPEED AS RDOJMV BY JURISDICTION WHERE OR , W FOR A DIRECTIONAUTY FACTOR Kd-0.95. USING AWE 7-16 AND SIOU. 1/4 LAC SCREWS PER N.D.S. DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12. 14, 15. lk 19 & 20� 7/16*0 . 5/3' WOKID BUSHING, AS DISTRIBUTED By ALL POINT SCREW. SOLT & SPECIALTY 00 IN ORDER TO VERIFY THE AWK CO"IDITION - ULTIMATE DESIGN WIND LOADS DETERMINED PER ASIDE 7-16 C. I) &0&%A THINIADIED PENETRATION INTO WOM OF INVON AMCHORS SHALL WE 1 1/2' AND 2- FOR ELCO PANELMATE PLUS 944L BE FIRST IMM TO AL&D. CONN WIND LONDII By MULTIPLYM; THEM By 0.6 IN ORDER TO AND PM41MALE FEMALE ID. COMPARE THESE W/ VAX. (&S D) OCOM PRESSURE RATINGS INDICATED ON SHIMETS 7 TIM 12. 14. 15. 16. 19 At 20. C.2) MINIMUM THREADED PENETRATION OF LAC SCRIEW, INTO THE WOOD FRAME UNIT SHALL BE 1 1/2-- NO THREADED IN ORDER 10 VERIFY THAT ANCHORS ON THIS P-E.0 AS TESTED WERE NOT OWER STRESSED. A 3311 INCREASE IN ALLOWABLE MM FOR WIND LOAM WAS MM USED BY THEIR ANINLYSIS, FASTENERS SPACING TO WOOD HAS KEN DETERMINED IN PENETRATION INTO STUCCO SMALL BE CONSIDERED AS PART OF THE RE"" THRIENDED PDKMTMN. ACCORDANCE WITH N.D.S, 2015. C.3) MINIMUM EDGE DISTANCE Of LAC SCREWS. INTO WOOD SHALL BE AS INDICATED IN THIS DRMARC STORM PANEL'S ADEOUACY FOR 41PACT AND WOO RIESMANCE KM BEEN VERIP" Of ACCORDANCE WITH SECTION t626 Or THE ABD%t MENTIONED CODE AS PER HURRICANE ENIMEERMIG & TESTING INC. REPORTS 95-50. 26-570 Is 96-T30 AND C.4) MMMLIM PENETRATION Of WOOD BUSUC SMALL K 5/9-. 1/4- 0-20 SCREWS USED ShoUl OF I 11r LONG MINIMUM FENESTOMPON TESTING LAB. INC�. REPORTS J2032 At #2126 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-203. SHOLUD STUCCO EXIST. AND I* MMVJM FOR WMJ-S WITH NO STUCCO. AS WELL AS AMERICAN TEST LAB OF SOUTH FLORIDA REPORT 10219.01-09, AS PER TAB 201. TAS 202 AND TAS M STANDARE'lir C.5) IN CAU THAT PRECAST SIVNE. OR PRECW CONCRETE PANELS, SIMCCO OR WOOD BOARDS WE FOUND ON THE DOPING 2. ALL ALUMINUM WRLISKINS 10 WE 6011346 ALLOY 00 TEMPM WM OTHM94E NOTED) SEE 94MT 2. MLL ANCHORS 94ALL BE LONG END" TO REACH THE MAIN SPRUCTIME 8000 SUCH PANELS. MOORAGE SHALL BE AS MENTIONED IN CA). C-2) At CA) 3 ALL ALk*W" SHEET METAL USED AT CLOSLINES SHALL HAVE 3105-HI4 ALLOY. (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDAYMNS AND SPECIFICATIONS OF THE ANCHOR'S M"WACOINCIL 4. ALL SMM SHEET METAL PANELS SHALL HAVE STRUCTURAL DUALITY STEEL ASTIA A-6M GRADE 50 MONO.K G-60 IL PANELS MAY AL90 BE INSTALLED HORLZONIALLY FOU40M INSTALLATION DETAILS SHOWN ON SECTION 3 THROLICH 10 (Swols 4 OALYNAM STEEL DEMIGHATTION W/FY- 5" W WTEA Ram). THROUGH 6) EXCEPT THAT HEADERS (2) Is Q SlMUL NOT BE USEO� 5. ALL SCAM TO BE STAMM STEEL 304 OR 316 AISI SDM OR OOMOSDN ROWANT COAYM CARBON SIM AS PER ol" 5GOIS W/ So WM YIELD STRENGTH AND 90 kW TENSILE STRIENVIN Is SHALL COMPLY W/ FLORIDA OJILDING CODE 9. IT DOLL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNOMM OF THE STRI)CIM NEW SHVM IS TO BE SECTION 2411.3.3.4. ATTACHED TO INSURE PROPER ANCHORAGE- THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME BUILDINGS, 5 BOLTS 10 BE AM A-307 GALV04ZM STEEL ON ATSI 304 SERIES STAMM STEEL. " 35 k. MNIMUIA YIELD STRENGTH, M EACH REG01,411 w PANEL WIN LENGTHS OVER Ir-6 THROLIGH 12'-4". AS PER SECTIONS 6. S. 9 & 10 AND ALTERIMINU 811. 7 AN04M TO WALL 944LL BE AS FOLLOWS- 9W & I OW ON SHEETS 5. 4 Alk 12 RESPEC17AELY; SMALL HAVE A LEGIBLE APO READILY VISIBLE MMOUNG INSTRUCTING OWNER Olt TOMMY TO SECURE P003 WITH APPLICABLE RUNFORCEMENT DURING PENODS OF HURRICANE WARNM (A) -M — M THE INIMALLATION CONTRACTOR IS TO SEAL/CAUU( ALL SHLITFER COMPONENT EDGCS WPOC14 REIAMH IN CONOMAJOUS CONTACT WITH TAV=MANCHM AS MANKIFACTLIRED BY I.T.W. GAMU)". PIC. (WL F­3192 pi.) THE KIRDING TO PREVENT WIND/RAIN SIMP". 1 /4 " 0 7/8' CALX-IN ANCHORS, AS 01 DENALI MIC. 111N. t.-3000 P..,L) 1/4-. .114- SQUO-.ET . AS DISTRIBUTED BY ALL POINT SCREW. DOLT & SPECIALTY CO. 12. SMAM PANEL INSTALLATION DOLL COMPLY WITH SPEM INDICATED IN THIS MWK PLUS ANY BUILDING AND ZONING REMUT04S PROMED BY THE AIRISDICTION WHERE POW 15 APPLIED TO (NIL r-3DOO #14-10 PANIEUMM FEMALE 0 & PANOMATF PLUS ANCHORS. AS MWXACRMM By ELOO CONSTRUCTION PRODUCTS, 13. (a) THIS PRODUCT EVALUATION OOCLAIM (P-E.O.) PREPARED By THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION (MAN. 1. ­3330 p.- I.) 1/4-0 CF TAP-CINP ANCHORS. AS "4UFX'TI.MED Ely TRU-FAST CORPORATION VC-3600 P..J.) FOR A SITE SPECIFIC PF"M I.*. WHOM THE SITE CONDITIONS OMTE FROM THE PZD. (b) CONTRACTOR TO K KWOSW IN THE SELECTION. PURCHASE AND INSTAIATION INCLUDING LIFE SAFETY Or THIS PRODUCT Al) AsMMuM URREDAMEM OF TAPCOm AHCHOWS INTO MM CONCRETE SHALL K 1 3/4-; 2- MR PANELAAftTlE TOWLE IMSED OR THIS PLO. PROADED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS; DETAILED a" THIS 9=Aeff. 0 AND PANDIALTE PLUS AND 1 1/4' FOR CF TAP -CRP APICHORS. CONSTRUCTION SAFETY At SITE IS THE COUrRIC10" RESPONSIBILITY A.2) CALX-IN III SOUD-SEr M04ORS WALL WE EMBEDDED 7/3- INTO THE POLIWED CONKAM W EMBEDMENT INTO (c) THIS PRODUCT EVALLIATON DOCUMENT WILL BE CONSIDERED MAMA W MODIFIED. SKIC00 WALL BE PERWITIED. 1/4- 0­20 SCRIEWS USED SHAILL BE 1 1/2' LONG ARABIAN SHOULD SIX= DOTY, NO I' k*MN FOR WALLS WITH NO STU=. NO MAY BE HEADED SCREWS OR ALL INIREADED savEws W/O HEAD. (d) SITE SPEOF PROJECTS SAL WE PREPARED NY A FLORIDA REGISTERED VAIGINECIA Olt ARCHITECT WHICH WILL BECOME THE BUT WITH WING NVM -0 WILL BE REU"seu FOR THE A.31 IN CASE THAT PRECAST SIVAIE. PRECJW CONCRETE PANEL& Pk"S� STUCCO OR WOW BOARDS BE FOUND ON THE PL\RV,".=U,0Er 07TTE PIE Djt=r AS A DELEGAM ENGINEER TO THE P.EO ENIGINW, SMALL SUBM TO THIS LATTER THE SITE SPECIFIC OP"MM FOR REVIEW EXISTING WALL OR FLOOR. ANCIIORS SHALL BE LONG VIOUGH TO REACH THE MAIN STRUCTURE BEHIND SUN PANELS ANCHORAGE SKALL BE AS mo(TIONED IN ALI) AND IN &2). (a) INS P.E.D ' SHALL BEAR THE DAYE NO ORIGINAL SEAL NO SIGNATURE OF THE PROFESSIONAL ENGINEER Oi MOM DIAT PREPARED IT. go STAPOOM 1���& 'By IA. SHA.TrYEER VANLiFACTURER'S L MIEL SWLL BE LOCATED ON A READILY VISIBLE LOCATION AT SMIMI I /U49 am 1. T. W. SUILDEX, INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.94 OF nXPIDA BUILDING CODE. ONE LABEL 1/4� 0 , 71W CALK-111 ANCHORS. AS MA"ACTURIED BY DERALT INC. (ANN. f-c-1500 PA.Q SWLL BE PLACED FOR COW OPENING. LABELING TO COMPLY WITH SECTION 17094.2 OF THE /4'o X 3/4' SOUD-SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW. SOLT & SPMAL7Y CO. FLORIDA BtALDING CODE. ("N - r-law P..�) THIS DRAWING IPIALL ONLY BE ED - J?4-10 PANELMATE FEMALE ID AND PANELM%TE PLUS ROOM, AS MANUFACTURED By ELOO CONSITILACTION *BIAIN PERMITS 0 THIE StATE : FU�ZDA PRODIACTS (Im. 1,..2071 - 1/4' 0 OF TAP -GRIP ANCHORS, AS MANUFACTURED By TRILI-FAST CORPORAMAI 40 0.1) MINIMUM EMBEDMENT OF YAPCON ANCHORS. ELCO FAMELIMAYES AND CF TAP-GFNP ANCHOR. INTO THE FLOP40A 9U"M CODE (109h Woft BLOM UNIT SHALL BE 1 1/4". KMA0 MIM AWL 20 SAW GALVANW StEEL SM PMU MI. 4 47 8.2) CAIX-IN At SOUD-SEr ANCHORS SHALL BE EMBEDDED 7/3' INTO THEE CONCRETIE BILLOMCK INTO STUCCO U44LL K PERMITTED. 1/4' �20 SCRIEWS USED SHALL BE 1 1/2- LOIAG EXIST. AM I' MINIMUM FOR WALLS WITH NO STUCCO STA n,, 11L11EC0-7\ PROTCI!� PTM1% INSTALLATION DETAILS FOR REGULAR PANELS(l) & (a INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES manarcans Com lasilm al =own A"'N"a Im wNum" CM aims a INNOUGH I* As— J A- ILAMO 2 ij Dam= POUAW OMC$lm MARY mew I A—. wy 2'"JULI. - V IRAN. IWAIMMIN, OLM& C, 0—M 41­ T— E. INOWSM a I i =PO 0_1 . - - ;, OR ! CONCRETE BLOCK I CAW SW a OR CGICRM BLOCK NEQUIRED. is ff mt Iff LC DOTTAS MAP mum CONCRETE $#AM= 0 3) (SEE sclisak" ON Ran 0 TWA" a) WIDDIS 8 VNDUDH 0 WALL MRY.KM All MIC I; SCALE 3/8-1- 01. W. To � slim a TMUON 9) CELIM am Q" MOUNTING SIEUT101111 2A SCALE �'. I Fe NX, COMCNETIE BLOCK REOLAM. 4 .,J copcolm NCHM 3,�-W (SEE somm" CH—, &NA* 94M 8 TMOUGH 0) ALInNA7]E jai W U01.111111111110 LD. CAN BE COkOBNO IN ANY WAY TO SUIT ANY INISIALLATION. COMPONENTS FOR REGULAR & UFE SAFETY STORM PANELS (SCALE 1/2-1") 13.1941' (VIAL WON) (OFFIECTRIE WIDTH) 1/4'- 0.036' MR. DOCK GK%Vmw STEEL Ml. GFAM so 2. 1 657* wk. YHICK OXV. T�m &LWAM STEEL EDGE I TYP TYP. AWIM A-M OWIDE M WBOLW i DETAL EDGE 4Lff C-111) GAM 111111AL A Ass ---------- --I ------- I.AO- (1) STORM PANFL & DID SM10I.-PAIN! 3r2-187*— im- W/ M034M EVOr low Is ­D: P J VAZ 0— EDGE DO TO AN" 0 GO ber 12 lIr O.C, 2 1 1 1 . 7 1 , I *C� 060 7 2-125 z sm As. OEM I 2.125 It A 3751, OL iw L ISOMETRIC VIEW DETAIL A 2. ROUNDED OORMER 0 ENDS OF PAWL'S Ow END UP W/ mean EDGE. h" HEADn AML (M.T.S) *U" HEADER ANUE MM STUD ANUE WITH REVEISE STUD I WAD Set OET, Z 1/14 A 2/14 111 T -rpm am 1.4 OnI.L. .390' A57' -A V401", PANEL 0~ I KEY NZINER maw (As.) GALVOAX"amm SWTM -144"ll is' Lome J75, .5w Lk Or FAMEL 2.000-- 1 1 .1 .18, WIND NUT KEY NME RM-- AT PAN 2X7*Xl ALUfflanw. UK WC MIT W/W ALUIMMUM AN= MONOUIRC weep W/ ADDITIONAL 71"I&I'St 000 C".204S CONCRETE AND"ONS (SK WWOULE am imm 9 UNDUCH 9) �N � CONCRETE BLOCK REOURM. .374' M. 74- A I2S-JL1/-,#-2k 304 WM is Ils- G& 015. 11`0 TRACK ANGLE 3/a" *r Tum rw PLATEn WITH STUD ; - T' BARNAL-11 NINO, III* BBMAL- m IMAGINAL 4 a SAW 6 BMW MM cokvnm on SUCK IWL mmmmm CONCRETE BUICK REOVAED. ttl-� .0m =1 Mole All coicam m0m PLUS ON OF UP QNP (SIX LEON :&2CH9DUAE5 am SCHEMOLIGH 9 $It WAWM"&" SHM a N I KuLn E91111111114101 SEUTION 7 WALE 3/111. 1 SCALE 408-l' /---=Dosym 0 NEW I* WAGE . wm E.D. - EDGE oxt*= THU ALLIM. TM OR It (SEE SCHEDULE ON SRICCQ/ PLAN 11PACID! EXISTING P.T. r SHIMS 8 At &A"D 9) I(, NOW 1. *IOE . VMM A I/W Aux TUBE 001 1* . WM -7' -"WD% APILATE SPACEA 1:�f= Coo CONCRETE ANCHOM COMBINED IN ANY WAY TO SLIF MISTALLATIM Wd ON '] BMW JAACK Cwt. C- A. MINX CONCRETE BLOM meallavar 1.0 M­ $NUWU. "Mc" "DOW, 44% X6 SECTION X-X SCALE 3/6.1- DETAIL FOR SPACERS KOMM AT 70P OR BOTTOM TRACKS ADJACM TO STUCCOMM RANDS . ........ I Wr J CASE A LUMO 9V SMILE 3116-1- VANIANA, %r- em a SCALE 3/16-1- Mix it., M. j0FL,--W J LW, - m=6 m wia= - .a Kim — CASE F �PLANJ SCALE Viel- CASE E SCALE w.-I 1/4. 2/4, 3/4. 4/4. 5/5. 7/5. 11111/10. 2W/10, SW/10, 4W/10. 6/3 5W/10. 6W/11 & 7W/11 31 VM IS: MR CONCRETE SEE SCHM= ON SHEETS 11 * I r MAX_ :,I' MoL FOR WOOD SEE SECTORS ON SHEETS ic a IT I* MIN. 0 0 6 --- T--T --- r 9 F 6 TlTr4r ufa A-ii�i/ /4 -2i&, UNBOLTED PANW _&.S. MA SOLT W/ 7/T x 3/32' (SEE SECTIONS AS WINGNUTS 0 EA. OVERLAP (SEE SECTIONS AS APPUCASUE) H ED - - yl� 0 1 3r MAX VAX 1/4, 2/4. 3/4. 4/4, 5/5. 7/5, 1: MML� I* IW/10. 2W/10. 31111110. 4W/10. 6/5 SW/10. SWIll & 7W/11 --ANCHORS: FOR CONCWM SIDE SCHEDUUE ON SHEETS; Is A 9 FOR WOOD SEE SECTIONS ON $HEETS 10 At 11 REGULAR STORM PA ELS GDA & ELEVATION N,.S. ,/.. I MAX. GAP 1/4- M.. GAP oft 7- 44167 e� 111JIM W- ME C 0 1 20 "GE "L11,111111110 SIM Sim 11AMM F.P. OWN IN, cLoBAL Pitimcnom PRw xTs. Lm Am La 6, inm TO Ma. R. 3331' "am ""pa-mos. rm OWNRM� HIM. - am A ___nmnt-U.I�z � 20-176 1, 1 . 1— 3 or INSTAUATION DETAILS FOR REGULAR PANELsn) & a INTO EXISTING POURED CONCRETE OR CONCRETE 13LOCK STRUCTURES mum COMORM PGUNM CONCRETE 1-�NCVMXMICK F-01 OOMMM IS= MVAMW -Opcwm am 9) somms ON OHM 6) ow 9) —c- E D.. r S& axis *1 2;n" 17 1) cum 0 BICH r �X OF V OF V M�x 7777777/7�,�, ELE DIRECT —NO 014 S.S. SOLT W/ "he WY D.C. a 12 ;.r L- CONCRETE ANCHOR; (M NMRUE ON DW 9) OR CONCRETE an MAIL. — IN 06 RWALLAMM -3cmaEr WALE 3/0-1- ED. -([M DISTANCE FOR COUNMrAM OF . . '. I I n BOTTOM mouwnNGS WEEr 2) COMBINED IN ANY WAY TO SUIT AW OWALLATIONI. _--_ANCKVft FOR CONCRETE SEE SCHEME ON SHEET FOR XE SEE SECTION ON MOST 12 :3 M.. lor !I' W,,. OW 04NO -1 WHOLE VILLM is I 17 OF V X or V A sox M7 OF V VAX ANCHORS, FOR CONCRM BE SCHEDULE ON SHENT 9 IN WOW SEE SWIIOMS ON SHUT 12 & a ELEVATMU REGULAIt STORM 1/4' MAX. CAP 2.sr (Awi. QULAP -I WHOLE WILLM i/e t Cn —Cu > 2 2 a) CU 0 0 CU 0 -cu Fn 0 L2) 0�-- a (D 3:: a CIO C 0 .0 LL- %+.- 0 — CIO > (n -0 E a) -1-0 2 I- CL :E ca CU -6-0 -0 U) < Z Z W MJ C= > 0 0 0 C,4 >< M IL a_ -0 (D C: ej I.- -C M -0 V 7, E < 0 W S- a L C 0 > LLJ C/) U) ICU 0 L- CL CL 0 CU 0 0 Cf) CC M LU CL SHEET NO. SH 1.0� a s+sO++ols• ,. a . . WALL AND FLOOR MOUNTING INSTALLATION FOR 11 f""wHMW MAIN r,------ r-_ SPLIT PANELS 0l1l0•;; p \ 4v 1,4N NM.. I+ 1 i x . - � �•w'a• 1, r � 1 ••e-r ELFlfA�l1 taAE 1/4•.,• MM ar NiOMam ,BIONI YI N L MMI ftemnULF NNAAO,EO W.AM ,. A • 4r PIYWAlElT1Ul)��'7i tDIQM. RA1N0 OIRNRD SOEE 3/Mr NOTE: MULLON aN ALSO aE WSTAILm Wro sm1111 PAWLS am lop Nxt WOTTOM m IRNT R B LOCATED AT 1aP OR BOTTOM a OPENING.(DIE PANEL olDPllO W/ TUNE lop t BOTTOM) NL�TAllAT1 IN - ALTMN"Y VE 1w STALL 1/4• _ I• 11N. MULLION SPAN (Fie) ' REQUIRED Mm TAE MINION - a 4•-r r . 3' . 111ir To Ir-str > 4• . t 4' > 6•-1r TO r-r, r a r N 1/8" �ALL_I BBSrll1�T1011 - LLTfA11ATIVE 2W =ME• 1/,r . I - maim* 1. INSTALLATIONS ARE ONLY VALID FOR BUR.DINGS WITH A.S.D. DESIGN LOADS UP TO +55.5. -72.0 pA.f. AND PANEL'S LENGTH UP TO 8'-B'. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHEIM PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL TOP ! BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. CONCRI E ANCtOW OME RXP 14) OD1raEa AN D"m (Se SMEDL41 'ONSKIT - COHCmm ARC OR; (Q solo" 16))� POlalln Comm= .- �I I NIA:. � ■ �nm ^any �n� N,nw Ienee •- ^ 'r1 ' �r O MOO IMIRTAI I ATMIAII All 2 NMAT1%ff i1HN mast 1/4- - 1 VIOL W,lO1+lO+q �_ OOIICI[IE MIO101. l --+ -• ------CA. WAIL MOUNTING INSTALLATION WALL AND FLOOR MOUNTING INSTALLATION - SECTION 1 sasE 3/8 . 1' -SECTION 2 WALE: 3/8' - t• NOTES ON LYE SAFFTT SiONM PANEL SYSIEY IILSTAILAlY1M _ I. LIFE SAFETY SFO IA PANEL CAN BE LOCATED AS AN FAIR PANEL (FOIST OR LAST PANEL) IN BETWEEN KO AN INTERIOR INN ANEL FLAY BE UUFF'E�SAFETY PANELS I� 0 TTION REGULAR PANELS (W/ OR W/o REGULAR TRACK$.) 2. LYE SAFETY PANEL CONSISTS OF OAR "00041ZED STEEL STORM PANEL AS PER COIIPONkM . SWEET 2 of DINWRNi. THIS PANEL ITSELF TO BE REMOM ON I STALLM FROM THE INSIDE OF STRUCTURE. 3. LIFE SAFETY RFAUNES TOP TRACK TO DE COMPONENT (D t BOTTOM TRACK TO aE w PER SHEET 2 NX THIS DOE fLQ` •• WMPOHENT�r w I6TAl1FD wAli OR i100R MOUMID FOLL0ALHN0 sEC11oNIS / ! �y ; 2 oN TtaS As weLL As oErllas / ! 2 ON SHEET 14. 3 . 4. Mh LENKTTH FOR COYPOIEM®® S 1S'. NOW.ANCHOR SPACING FOR COTW'dENT ®NICLORAGE AT BOTTOM IS GAVIAL ON x ' SCHEDULES ! 2. SHEET 14. �) * .: COMPONENT MAY BE PERMANENT OR REMOVASLE 5. SEE DETAILS FOR INSTALLATION INTO WOW MME VADIMG!' ON SHEET 15. �DA; 6. SEE SHEET 4 FOR DETAIL APPLIAIBLE TO THE NECESSITY FOR THE ISTALLAtON OF .•, SPACERS AT TRACKS *WALLED ADJACENT AND BEYOND TO STUCCO/WOOD BANDS. "4A L CEtl.H6. ! TiDOR IIDUiITNID wu1 t FLOOR NOl1N1:'ENG YISTuuTLON - LLTEMfATLVr Aw - AL7EDIT LAW (SECTION AT TOP IS LIMITED 'TO 43S.3-67.0 MAX. BOYt 1/1' a r A.S.D. DESIGN PRESSURE RATING) SEMI: 1/4• a 1' 1 M•qf�-Oe 1 1 C A AOWA e I.M, a,e,1M N',A-01- M Ne e- FLOOR MOUNTWD BISTALLATbN - gre" Yw SOmL 1/4• . 1' INFISMATR INN W" b"1111"I 1111111111111 lull A 2/4. 21/4. 3/4 a 4/4 1. 2; & I W/1S 1, t 1W/1S ' I -_l OI1`In swm PANEL L AREA W/N0 LVE SNIT' MNELS ; LDrA0I0N OF AYE SEE NOTE IGELOW) --- L.. REWLNI PANELS W/ OR ---'-� W/O NEGAAR TRACKS SAFELY PMOL --A (SEE NOTE I �� + LA (� E 1'J ' AN: 1►L E N1O SMYL OPTION &I FOR WEE WETY STORM AMYS K PROYOED W AFAR NIAIIOI! m IA SIWE GNeNIE3 TO PNEIAM a RERNo14D FROM NAME ELEVATION OF SIINR.Y1IiE SCALE 3/32-.1• 1/4' Alt IMP®®O T O 1 1% FIX y- 1 Ave 1NaTc ,) °" sm, HARE TT SECTION B-B SALE 3/32•-1• MAXIMUM A.S.D. DEMM PRESSURE RATING (c_i•f.) AND CORRESPONDING MAXIMUM PANEL LENGTH MLm SCHEDULE nat. IW. TM W N-A./a AtHm,AH.NN mare... 0 M caa� w- o'OMOtI`ION 10 +Is6 -"A r-r 01 llaS 2 1/e MW0LIID 1 I14M1 6 A 7 4E.L -72.0 >Y_s• m r-r Mt 2 3/4• OOOLlO , iA6A a ! 7 4abo -r" >r-r TO 1V-Y Mt 2 1/r 6 +♦3lL -411.0 12-C OR UM 3 1/r ' • • ••1 a. 9 t ,o • OLIO W/ 1/4ti-2On• is pl A, W~ aT AAN t manam Or MAIL A" OAY PER OAIELSMA Ufa RAIMIAMN m PIN SMIMM 1 Tlili 7. W SWIMeP t a A• 41 INNMI A.S.D. OEIOM PIEmTLRE70 MTMC (P.IJ MANNA AIK11W VACO MR EO. _ a 1/r a APPLIC114LE 10 swroE / ! ANY CORM WMN OF /LAMA mom" PNNL umm 1' (to WVCON Cr W-Elr Cmat-M MOMW /ONL W I'A,IMIAOE RO TO CORIEtE toossinx TO Cowcom CONCOCT TO OONCIM OO.IOE11i 10 CONCIA 7[ 110 CONCRETE 10 CONCAM 10 aSLOW te [ OCK or WA WA N/A r WA r •' N•t I (TOP') r 0• WA WA r r r r r 6' 1 (Wrmm) .M.L -72.0 r WA N/A WA r N/A r WA or N/A 2 T•O•) Y-r opt LESS r WA WA K/A 6• WA r N/A r WA 2 (90.100 r N/A WA WA r WA IF N/A a WA 3 A 4 Mn On <m r s N/A WA or r r IF r r a Uo11oM1 r N/A WA WA r WA r WA 1• R/A 7Imp) r r WA WA r r r r r r 4 t 70011010 N/A WA T2 1/2' • 1/4'12 1/r 6 t/P 6 IH• 6 1/1• 9 t/4' 6 1/4' S 00r/B01TOM) ffi 1.11111111 w At I MR AMO M TIRE A WRONG MR aE9C1AROMB AM WOOD PRANK MR09OL MWWM ANCHOR WAINGS AND WHOM EDGE QESWICE ARE 9100113) ON The IMMAL IN L0. LED TON WODAND ON 904MRl 1110POCE 410100 MAOIO M WAWLVM WPM DOM ON 10MU AY WE FMLAWO FMIM FOR THS OIgaDM TO E MORAL N OILM IPAONO QMAWD WHO WOR SHALL ILO . LORE ANl WPAYLIW SAV94 00*00 IN Wf AMoq TTPE AT MNORR LlWO. ANCHOR! 11K 1/410 1/41 1/411 1/41 1/4% 1/r. WON im,TO-ow A.A-w VtOFAQ O► mom women 3 a ] a 2 1/2 3 ••p/WIINN O,ArW O.t s a a a s a IRE wN.F ,rer w OJ a a i 1p s ,p • a ,p NaIL M "t sommIIIOIOI \ m Am I- - - t, m AN - a 0000 Hum LD. A 5/9' Low I Ml2 IOU► I 1 r 1r-zN' a• LOW MMa 9 1�%•�O.C. O. LDI" IV TD 6'-6• AND o FOR Utow" w TO r-r 16- •10 PA DAM /FILIAL 0 ON WE PM a 1t 1/2- O. O VAIN I rAlumm OF WOOD PLATE MR SINS LIP TO r-r Me. li0ffiT 1. O1WALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5. -72.0 PSF AND PANEL'S LENGTH LIP TO 8'-W 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOVDIERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL ('TOTE FOR CMgKJ TION OF eerrrme• TOP ! BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. STUDS OoEftm (i2 1/2. O.G; TO HOLD PLAID L •. 6�I_ •; .. fl R A1LIAII( � SDupI 0�it�l PAP O liki: . 11A plow 1 , �RII 7 _ la?.. ILA ). li:•. _ 11/ I I 11l .i•. + J: MIN m p H,�i _ • JL., . 7 _ _ ILK. _ ' i • H 1 _ • . .1 • • . : M• . .: :qI :1 k0joKwiCifLtll •u•. - n. .Bun STUDS 0 EVERY OWERILAP (12 1/2O. C.) i0 HOLD pope, s/B• Mk (CASE I) Y IK (C,IBE I) VAIMILIM /IIOfLR MAIM I 1MLION a TNI-i osA-N AW6Mx IOMIt D P.E129DE NIA a coAIW.H.mm OF 7001 p ma ANON v 00 m COAIMFIE B{00 m OaNCRl1[ BLM TO OO,ITO BIOCJt CoNcom To CONTO RACK K TO •LOOK r N/A N/A N/A r WA r N/A 6• N/A I ! 2 (TOP) SS.D, -720 p• 7• p' 9• 9' 9' 9• 9' 9' 9' 1 (BOTTOM) S'-0. OR 1e95 4S6.o -72.0 r N/A N/A N/A r N/A r N/A 6' N/A 1 ! 2 (TOP) .5•-0• TO 7•-e p' S• r r 9' 7 1/2• 9• 9• 9' 9• 1 (BOTi01) +55.0 -72.0 r N/A N/A N/A 6' N/A 9- N/A r N/A 1 ! 2 (TOP) r-r TO r-r B' 4• q• r 9• 6• r r r 6' 1 (BD1fOM) wNem "A PAEStLIIE RNO 9 w 1t iqR TY a AYD OWE I (Sm0 • r ID. Id Ter R mYQ APPUCAM TODBM FAITIBI�/fA O p LDNOM 1• (N.) -MAXIMU 4492 613 3• p 4 1 4 1 Y (BOTTOM) r-8' dt LESS +52A -66.0 3• 3• 4' 4• 2 (BOTTOM) r-r OR LESS +55.0 -72.0 2 1/2- - 2 1/2- 4• 3 1/2' 2 (BOTTOM) r-6' OR LESS +SS.O -M.0 2 1/2• 2 1/2• N/A N/A 2 (BUTTON) T-6. 10 B'-0• +55.0 -71D N/A N/A 3• 3' 2 (BOTTOM) r-6• TO ALTERNATE LOCATION AT DID PANEL SCHEDULE ,. Ill t¢ I 1 i `INTERIOR PANEL �-END PANEL LE •-3 -+ p L�aDImNE MR /2 FOR Y ' NMsRan T'-3• Yin. DETAIL 2 FLOOR MOUNTING INSTAL! �TION (AP CABLE TO SCHEDULE 2) SEMI 3/I•• . I' MAXIMUM A.S.D. DESIGN PRESSURE RATING . f.) AND CORRESPONDING MAXIMUM PANEL LENGTH MLN SCHEDULE SYSTEM YS TMAc • m .sn„r,.,.� t : amFLX n S.n;TT. STOW PA M SYSTEM OI SHEET i]I. ';�CENL4F No. 44167 WEAN A9A tiAl rRt M.. ,A,OpN w•UNp w �,JwN2 mil• aN Cm R .N.A -na r-r 2 36W O,Weu. >Q OW 15 IN ANCHORS MK A SAWN FOR WOCALANOIA MO WOOD NINE NEOWt ADMAN NINON SPA'MO6 AND NNRN OOE 01610M AE 01I1Wm ON AMR SOmML FOR ED. Los TLw c/OrAO[D OR S N[MRIKI L NWOANCHOR !Iraq N NA7WLOO /AGO LOAN ,IN SCHEDULE BY TE FOLLOWS Mom VON THIS OPOWLON TO BE PONIOLL c !MONO as"" umm FACTOR SHALL NO a LOI THAN IIMNAA rime NrATE FOR 0m ANCHOR Mi aT AmC"m LOOM lilt 1/41 fp1 1/4-6 T/r. Ile. 2eOWI O Tar•,RVNAM PANKOK JSIL- ou-M 1t A$am MWMW 04 3 3 2 1/2 •44M.e,A,M 0W t9.) 3 a a a 3 Y 4OA1 a a 31/2 31/2 4 AMIL t! ow •w•1� FNBISL 13 r 3 I/r MAXIMUM A.S.D. DESIGN PRESSURE RATING (o...f.) AND CORRESPONDING MAXIMUM SPACING SCHEDULE FOR REGULAR STORY PANELS CAI) i Q INSTALLATIONS JNTO EXISTING CONCRETE � CONCRETE BLOCK STRUCTURES (VAl1D DNLr FGI PRNELS Qk ®b6TALlA7N)IB N PER 9EC110N'3 1 lllq{I 10, ,RN SAEE74 b b ! 6) ANCHOR APPUCAILE TO l \)GEN rL0MDA BUILDING CODE IB h Vb WuMQanW Z,Int r No. 1167 #: .Moo ,atwQ..e 20 CAGE GALVANIZED STEEL STOIBI PANEL F.P. >: T* DAMN W. �, $��FN,A2 pOpp�FHOIMM�y.TO A� PROTECTM IDt`, == �a 1 L E C O IlleGLOBAL ._,_ sww °°r SW " ' 6 /O ` M I..-�IM-,r r >♦ WN2N w. • NIWR R m N P.9 Nh,., MOM (6a{ -7M6 rNC DOOM 67R7 2G-T 7B L SDL/NMNMIF/OOE . arA•OOOR7NJfi. . 44. a.�W Ns ME ►L 44 Ft,e - W1iD R Oi AMIaRN A.S.O. an/N ^� M11Mi (p.N.) ,MIIRM AMpgO sI109t0 NOW ca . 3 1/S• �ooAeWwTON .' 71rA � 1� TACOM a 1N•-aeP eNx-u nrRIN'oc rcYwc to tweawE vuo sou9 an m OaIDIDE m 11pIC1E1E BLOaK m coRDNET[ m oDNDIta ■OCK m Np11dElE m ,2)IDKIE SOCK m CONCRETE m DDIrAETE sLQa m N>)IIGEIE m NriCQ.7E lACK m tampILH[ m cw4aEa BLOpt r N/A N/A N/A r N/A B' N/A r N/A N/A N/A 1 (TOP) 8- 1- N/A N/A r 8• r r r r N/A N/A 1 (80TTOA1) r N/A N/A N/A 6• N/A 6• N/A r N/A N/A N/A 2 (TOP) 6' N/A N/A N/A 6• N/A S• N/A 3' N/A N/A N/A 1 (BOTTOM) 'Ab•4 -7L0 e' N/A N/A N/A 6• N/A 6• N/A r N/A N/A N/A 3 ! 4 (TOP) >r-S' TO 8'-B' � LESS 6- A. N/A N/A r r 6' B' 6' 8' N/A N/A S (BOTTOM) 6' N/A N/A N/A r N/A r N/A r N/A NJA N/A 7 (TOP) r 4' N/A N/A 6• r r r 6' r N/A N/A 4 ! 7 (BOTTOM) N/A N/A 12 1/2• a 1/4' f1 1/Y 6 i/1• t ,/4• 6 1//' 6 1/4' 6 1/4' N/A N/A 5 (TOP/BOTTOY) 80.0. -b3.3 N/A N/A 12 1/2' B 1/4' 12 1J2' t 1/1• t 1/4' 6 1/4' a 1/4' 6 1/1' N/A N/A 6 (TOP/BOTTOM) '-B• TO 11'-2• 88.NA -72A N/A N/A 6 1/♦' N/A 8 1/4' N/A 6 1/4' 6 1/P a 1/4• 6 1/4' N/A N/A 6 (TOP/BOTTOY) '-i' i0 11'-Y N/A N/A N/A N/A N/A N/A N/A N/A a 1/4• t ///• B 1/1• a 1/4' 4 9. TO (TOP) N.B. -4BA 6' 4' N/A N/A N/A N/A N/A N/A 6' 6- 6 1/{• 6 1/1' B (BDTIOY) OR legs 12'-s' OR 7Q 9EE1t 70. 17 AND 12 /OI1 NIO,ORS 1T6E t tNYC1N0 FOR 61BTALA7ONS 91I0 ROOD FII11R BUIIDW10. 1MDat1 IAIp10N 1A0405 AIO M1YM D70E OWONOE ARE ROICWO pl RR 6C11mNL PORE C0. flat 71IN1 IIOg110D OR aC1�LRE IEDLIC[ NOMOA 1111010 BY IRIL7BLYM0 MNOIp AOWN ON fCR�1AL IN M FOLDMN6 rACI0N4 FOR 1748 OPO1O10M TO t r'Oa11NL RmUGm BP/OIAG OBUIIIED 1AN0 FACTOR S11YL NOT B[ lESS 1111a1 IIIIRWM YACal6 AIOIGWED NO dCN MICNOR TYPE AT NONORm 1A000. �� TTIE 1/4-. //4.1 1/K tµ9 1/A 1/41 1W'OW1 O vP.OP OMK-N 90UDAR Tw ADIOR t9MtO OaI a a 7 '•.or.M.Ap o..M. P+J i s a a i 3 ,p Wa.afr4 a,.r R„d N 3 a s 1/s s 1R ♦ a ,/t oWLLm �S �i4 PA4TOR 2/ r ,m +m - +m m - i 1 - - \m 1Ap Im INSTALLATION INTO DETAILS FOR REGULAR PANELS EXISTING WOOD STRUCTURES Q A CIA { - - Ih10 PAM MAR PUS 6 14-10 pANEAWTE PWS 1 1' O.C. • t 7/D• I 1 14-10 PANDAIOE PW 6 14. 0.C. E/ 1 7/0' ,� m m THKADEDNppp 1(ApEA I Powntmom ro Doom Wow EXISTING WOOD HEADER gE0{IIR4- EMa1M0 1D000 trApW Mt0 . I MEN \ ` I 4' WOOD HEADER ! ' t: 6 ,/•• oL Noao tR'ADFR Oz r \ • ,/r �' \ ! r i ,/! OL L!L I I MQUI ED 1 � 1_,_.,.. •_era_ i WE 90fD111L pl ' , � ILL CANE tN m 9OEDAE O. FOR10 aAWB --- -. +/•'A-1M1• AS WSW 7 y i _ _.. 1 Mt MARL Il/1GNM (Re LATE 1) Wm R SHEET FOR IM >OMMTW , �a p TORE MIfOAEROTDN ' Q ABI i m !At A _ -.---.. - lENO1N --. .... gyp, ,H91-fOlt• 1t: (SEE 1101E 1) _.-,/4'�2e1• f.¢ -. ( LfIN.TI Aim 1) AM 7 W• /•'r . Ear 7 ' e �pAOAM y f VANY OOIIRAP I iarEYWl w v i I OF or �M L I Wafer { . ! /^ 2wa1 7 Ty1L I OWn SRA • . ,: 1/r Olt- i ONR ARR . -It I/4•a Lk SaEW9 2"EARNED 2"' WOODL- 14-10 PANUNATE PLUS - r (� ' REREQURD +� ( 1 1/2- pDl[IMAOM , ill PEOURED- 6 I /• O.C. W/ T 7/r 4 I l i I ' AT YOft. OF PATE ICAO WIDTH TDN W I 1 QLAS M/ srASCAM I I f 1 SOLD M/ 1 1 • Mx. Y f , ' ._1.1 A� AR'2RFADEMDMDTNO OF PLATE •! tOWE 3/M1 mom SCALE 3/8-1• SCALE 3/0-1 t. INSTA11ATI NS FOR ALTERNATIVES SW. 9W ! IOW ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +43.8. -40.0 p.6.f. AND N �pL /(/j✓p PANEL'S LENGTH UP TO 12'-4- L FOR NEW WOOD FRAME �: WOOD MEMBERS TO BE SOUTHERN �V:A...... •''•. PINE NO. 2, W/ SPECIFIC DENSITY DF 0.55 OR EQUAL 3`:' v F FLOWDA BLNLDING CODE h V Hurricane Zone NtJff FOR C�LMHATON AIF •NN_•7r+Nce IiO. 41 j * 4a2m Taxa Pc 20 GAGE GALVANIZED STEEL STOW PANEL TOP !BOTTOM MOUNTWKS L'AN BE COMBINED N ANY WAY TO SUIT ANY �*'• -` PROTECTKIN PRODUCM LLC• tww� 2A: n o INSTALLATION. •q _ 9'•�O TsO� RIO ,:' J �S."• ••(` 1 MC. o �°ortmIL ti mmi♦va 20-176 / Na a r NK ...w 4eAWa R 24,r NNONL• (M4NED-7W. n2a (ENIEM-MP/ '�AA M-OOOM19 A1, a N� NANOw ON OLOINOIa 14 L � 1/4Y W SG M 1 t n. 1111E,IHA IOION 10W0000IVID WADER i' [O t EO ON IE0LI2m ALTERNATIVE 1 ALTERNATIVE 2 EO ED to OR _ EO WOOD Ptm HOOD M1E `'`N�H\ �Ii� IIEOOIEO y I NWIK1I1m \ Ii ALTERNATIVE 3 ALTERNATIVE 4 ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS sum Syr - r NOTE : SWITIOR TMCHS NO SHM Apt CLAIM WALL MOUNTING INSTALLATION ALTERMBVE 1 W LDALa >Vr - r lit 1. 08ULL ME ARE ONLY HALO FOR WWAPM Oft AS.O. OEM LOWS TAP m +353. -7La W AND PAWLS LENOIN UP m r-r. L MR pie Nam.. 11. W/ lwmm FRAME � or L�A6�oI� m BE 4W111pN N L Q Q O C Ca -0 11 .� U Im N CU O O O O W Q LL co CIO E Q��2 L i..i /c1 ��.c/u•� VI Q Q c aU N N a m n_ � C O -c Z V M C +lt 1 � Qi Q1 U) W < (] 3 is y ._ t U) 0 0 0 (L ' LLI SHEET NO. SH 1.1 ----- --- ANCHM (SEE SECTIONS ON SEATS 17. 14L 19 6 20)-- - -- 3• YAx. SA/17. 4A/1t. SA/TS 301. 41VI7, ip/14 Y MIAXL +• MIN, 6AW/rD, tAM/» t 6Nw/XD ssr/+6. 76w/19 9 WIr/y9 1• WrI� 1 0 0 C G O `• I (� i I DOITI I i I I I p •� iLA" °' "M MAX. i I + rrie:t}•7 `a3. ItL- I _ . _ r i �- PANEL LD41H tl •DAY Rat'"' - t _ _- _ ,�. __� (SEE SCHEDULE) wR 1 ` Dabas i y. I V I. T I � �f- � � -T-'-i l Q. , LA/,7. Wt7. WL/19 wM MR A1IBT 6 WM 3yt7. 44/n, q/14 jl. MN ww/TR 7AIr/D t ww/SD 69w//9. 7w/» a ■w/m i� wi.l (SEE SECTIONS ON SHEETS 17. 16. 19 R 20)- -------- --._.- OPTION j#2 FOR LIFE SAFETY STORM PANELC1i ELEVATION SOME 3/16•-1- 1/r Awl aA SECTION A -A SCALE 3/16-.1- 1 1 ',NJ ; ti- ; . ..L I I MAXIMUM A.S.D. Max. PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE L (ft.) TO GLASS CONDITION RATING (P.S.f.) (SEE SECTIONS) +55.0, -72.0 a.-W 2 3/4' UNBOLTED A r O.C. TIOVAOED r WOOD TAPCON • r O.C. R OH AT W000 080 GUY l , OLVAOM 1• IIw. IxAss ONE 10�M LE PAINT LENGTH W OQT TO t• Wa (SEE NOTE I BUD" PANEL UENG,H ve � , - (SEE NOTE + BELOW) a IAQ�EIT 1/4.4-2a1. e s NUB W/ � 7nWr . I , I� r • 3/32woo NUT j I, !I 11 SZ' waNO i I I { TASTER • 12 1/2' O.C. i �'' I� F(I1t IMdiEfl (afll'UO) -- t aWr rAPcaW� sTru6i c 11 i I I! lY!T{eDDnE'Po■w% snDj a w l ICI. 1HAFAED W�1 1/y MW. THIEADLD PETEiV. AT YDwOTM - Pbi7SLiON A IMIOTH OF PLATE OF RATE -iN' wo00 PLATE `.----.YN• woo0 PATE SCALE 3/r-I" WALE 3/9--T' r7,P' I. WSIALAMS ARE ONLY WILD FOR BLNDO1M WON Aso Dom LOADS UP TO +Deb, -72.0 PSF AID FAEL'S LENGTH UP 10 07-67. 2. FOR NEW WOOD FRAME CONSTRUCTION, WOOD MOWN To E SOUTHERN POE NO. 2. w/ SAIDdnc DENSITY OF 0b5 OR EAMAL IBl SCAB 3/r.1 /4�F TwGon D r oc Y , 1 • YN. 1»EAOED Ar woOD WADER i ) v M_ PANEL LENUM r - - (SEE NOTE I BELOW) •r= r WOW ExSTWb rP, aDYANtON ,L• w atASS __ m 4uwALI _ PAL WI M IN W m NE.10 (SEE NOR 1 VIRGO 1/4-0-200• sLIL "e. w iANfi MXT3�f i i '�7O.S/ 7N0 NNT w/ \`tn'.W3/s2' raG NUT w/ 9 u T/2' OG FARO/ IS r O.C. own A Ie0w0T11 1 '` 11 RATE 'WOOD PRATE • :u SCALE Mr-1" FLORIDA BUILDING CODE COMPONENTS FOR SERIES 2000 4EL 1000 E-Z HANG STORM PANELS (SCALE 1/2-1-) ----.72.000' (EiiDCTIVE WOiH)-- , �. _4 1/4._ OAw MIN TACK 3b EDGE , 2. . TYP. `. A57Y A-LO A E OIMOE 90 MOLLW METAL LgTAL A Nl , © STORY PANEL ✓ ►ANEI:S END LIP `..-✓- W/ HEMMED IDOL'J ISOMETRIC VIEW DETAIL A ROUNDED CORNER • ENDS OF PANEL'S END UP W/ IIOAMED EDGE (N.T.S) I 125• 8 L l-3, AIOx.--i O7 3"w33w_UUax,i ALUU_ ANGLE O REVERSED Whw TRACK O3 REVEnM WUW TRACK - .7a0• - r b13•, t- .125' tom' A 4 3.750 S I 2.00r 2.000• ,2s' 770• � TJ � .125• �2.000•� 117p) ......_.-____.e' Max.--___„ __--' 4O Nlit= QS © 2.X5.(Yioxs) ALUM_ ANGLE 1 1 4 M B06T-TO Nurn. ALLAY r y50• on. R7p.) I STOP Lim 11• LONG 600-T5 Num. ALLOY _ Ij4' MARGIN ANCHORS -wroe INSTALLATION DETAILS FOR OPTION A2 FOR LIFE SAFETY STORM PANEL SYSTEM f 1/{' TAPCON WR1gRS ISrat INTO EXISTING POURED CONCRETE 1 a• TAPCON AlIOIORS ��roe OR CONCRETE BLOCK STRUCTURES r TAP'CON ANCIIOIS j roD POURED caNCRETe, ` 6`°GI` "E°uva° r tl 1 POURED rnNCTET>` On °`°el` tr°`AE° ({'- -, PouED caNUETE. eioa ECOM"°'Ewl�leD �1 1 , . ,.. PO{IED ooIREET� ON sum 1aouwm i F c� I y 1 1 � T RANI 4M ,j gar. aWlMAia I � V I if if ILLAN r/wY • 1 r�I Ilan I ' 1 t 1 Lie E.D. e'r a 3/32' WING MR -�'17 �7/6'1 1/1. wm k m • 12 1/2. O.G C&N. 7AlI WAGNER (eeYgp) �TAPCON ANCHORS - 1 1' INK= ANCHORS (srIOt701ED W/ 57UD) �(STI omm W/ STD) L-SLUED _.Y.OIAED CONCRETE on CONDOM OLOtx KA CONCRETE EOCf RD3U■D REQUIRED WALL ION e RE SCALE 3/6--1- SCALE 3/R'.1• fE IC tO 6 uL rDR ANOOM TYPE ! ALB" TOR Ile. SPUN 1MNGID I INrNNDtOrM IIID WDeD r ANLIWN arWMW A) 3 LI NwE RANCHO TOE OSOIIA:E ARE lIOWY6M W 11M anNORc umx E CNM#ANCA IWID IS IS •M.IN110 OommIle 60 3 SONED E POI EA LESS I" IIYCAIED ON swmu elD n Now OV"o By LAtR1'MO 1PACOl6 lIIOIWI ON IOMUILE R..1i.{ y„ya w ONl 3 AAR Y NAM /F THE FOUAMAG FACOIS. MOT! INS 04WA N 70 E MINIMAL IBM= 1 I/Y �• - '�'------ v%Cm OMwO SSIO FACTOR SMALL "m E I= TOW MDO W SPACING *MOM MOR Dow XVICHM 1YH ON "a SOHEDAE SCALE 3/0--1- L091: 1, WSW1AMMIS AM ONLY WAND FOR LAA1165 WITH A.S.D. OEM LOADS UP TO +55.5. -72D PST Me PANEL'S LENGTH UP TO 2-67. G FOR NQO WOOD rKME COISIWJCTCt WOOD VENOM TO E SOUTtWI POE N0. 2. w/ SPECIFIC DEITY OF 0.53 OR FDUTAL 4 IGD• I X � IE.Q• � X I Aw MIIAWIaN w ; I � Mk sIWWr >o � i r qI •iHr' r I , i I •10..j ( I GLASSi 1 I - H ��I CCCAAAlll I t I 1 � � E.li.• I E.Ii.• L I +/2• -. t 41-2A7 aS,i. VS` w/ ', I/2' - I f 4'A-2GI, /r9x3/SY ISO NUf WIER �y • t2 1/2' O.C. ' I (BEYOND) �+ ♦ TAPCON ANCIIDR6 1 1 {• TAPCON 4 1/r O.G. • 4 1/r D.C. PtlM CONCRETE - ROILED CONCRETE 0R CONCRETE BI= OR CONCRETE BLACK FAXKMMWALL MOURPNO EgEED �� IIL_:YI�E LWALL HQUW" �LI�DQ[l AtlEL SCALE 3/6•-1• SCALE 3/r.1- • r O.C. THREADED WOOD Nx OBNW1Ox (>S/•�ID GLASS i DOSlog Nm. GUIBS Mm. i7' . LOGIN � ) v.•P-2G.,• I i •'-� 1 (SEE NOTE I KIM) /IM10 PAIELlA1E V '1 1 • 6 1/4' O.C. W 1 7/6• 11 WIN. THREACIED 0 MU&WH OF PLATE e UM SAFETY PANEL IL SCALE 3/9r-1• •. �. YS. W/ MIT WASHER ---' --' - . . P�AALIEDU�NMMTr[E (FFP) L3•�. Ym. I i SEE CDR 4 IElOW-. g[w.r-i - FOR COrIOER MOMS: RQ El Y6. - MEN 1' Ma ,,SSEEE 3 SGMAL tW AREA 23t FOIL I000 SCII9': 1. 011 U) w/ OR w w ' ® SEE SEC'-- - -- 16 Epp-ry---Ir-._1 ZNRIROR PAIEIZI lIr I T/r'. ,r •� NW+ • 70OW • LAST 1A/IEL t0 E OSTAl1ID ATSAiN ALWAYS IF PROADEM, tAtT PA4L TO E OMTAL ED AT EACH 01'DWIG AWWS E MONIED tI/ EMATION FOR SIERIESAM TYPICAL M"ATION FOR IF PTE ALyED FROM r10N - 60ALL - 1' WRNDED E WAAl® MZASIAE OF SIHANDLEMICRZE - Z HANG STOffid PANEL fONL - 1• DowTYPICAL or STRUCIURL. 1/4' GIN. DM 1/4' CNN. 4W i/1' Hlsr. MP I/1• N.a. tIM -j' RIR®W/0R1`/WS•® 1ar SECTION 8-0 PitrAN0:1Od7gN SECTION A -A SOME 31W . I• D7 0 mu ww - r (1). DEFINITION OF SMR M I000; E - Z H N O STORM PANEL SYSTEM CONSISTING OF PANEL + lIO LL., MOM AT TOP 6 PAE,3ATE PLUS OR 15• LONG (1). DDINITION OF SERIES 20M E - Z NAND STORM PURL SYSTEM CONSISTOO OF PANEL + %AT 80170111 W/ PANELLATM Cart TRACKS 70P 6 BOTTOM. (2). END PANELS SHWL ALWAYS K OOrINEC1Ep 10 OO�WD SILT WALL BY MEANS OF (2). PRIERS SALL AUNNYS E 001INECTED 10 BOTTOM TRAGIC OTHEDAWK A STOP BAR SMALL K PROVIDEDAT TOP OF SUCH PANELS. PAHELINTES OR. F USED , mm, It 8 TONG "BYJ STYCK AT BDROM. END PANELS SHALL E COHIEDTFD 10 (2) W/ //4� L/,IW.1/ 7 //3322 YION' Aft OR 1/4•P-20a3 YN. YIL71 ONTO 7APPEDtWIEPT A9 (3). F END P NE CORM B BOTTOM rRAbL, LON�ECTION SHALL CONSIST OF DESCRIBED ON NOTE (3) /LS 1 44�2ox3/4' MS. W T r1.3 WAND DIRT oR , s'MW3 4' MML THUMBSCREW (3). FOR CASES WHEN END PANELS ARE USE JOITLY W/ 15• LONG TRAQ(.® AT PTO TAPPED BOTTOM Oi FASIOIERS Y AT EITHER OF TWO - E7TIEMOR MT FAVORS OF END PANEL BUT END PANELS ARE NOT CONrECTD TO BOTTOM TRACK (�J H7cL STOP BM S/YLL LA PROVIDED AT TOP SUCH PATERS. (4). W CASE TNt [ND PANELS ARE NO7 CUIIECim TO BOTTOM TRACJ( s. A STOP BAR S ONLY USED AT 77pppp)) AT RESIST TWO iV TENS SHNL K CONNECTED�TO BOTTOM TRACK WHEN N (a). FOR INSGLLAlIONS WREN DD PANELS AND SOME TNIERIOU PANELS ARE DIRECTLY MOUNTED TO OF USIK: SPECS ROTATED ON HONE (3) ASOK. IN SUCH CASE. CONNECTION OF PANELS JOI TLYFD(LOWWq tD BottDY TRACK MAY OCCUR AT ANY PANI1 LOCATION. M. SEE SECTION 1'. 3' 6 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. PALUSED SIOEI ON E'�LLV�A � MMIX�R7�TO tE2• TOO//C�1�(,, I� / Mn. EDGE DISTANCE. FOR THIS ITT PANEL USED Y W7 (2) 0'I NOT NEED TO K OONIECTED ro BY ANT' TRIMS. TRACK SHMll EEE NS7Alm THE TEEM TH`AONVW ADANCENI EYAWEDMBY %. NETT 6 ROM SOE OF PNI[L) HAVE FLORIDA BUNABNN CAGE (NIMh VNODIH HurrkaM INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1 4- TAPCON ANCIgRS - �1• I".ANCI. -��y7LI r D.C. _ • r O.C. I ail` / \"1I t�W Nus tlWa tq , ; � fl S 14-,0•. pomw OE PLUS W/ 06 /610 a 3/32' ONO NUT WARIER lulm W&AM WALL MQYK Y !'dl>WIN SCALE 3/r-1• » 6 AL ANLTOR/ • Aloes IWB I/r. 1/4'b vrm WPMUNIT OD SIPAaO IN OELYA110114 RRO WOOD T ION AIINR �M X ] MORE 61LMB. ma MOWN OCCA M ON THIS •NIZOWRI 6.•) 3 3 f01laLaL AGO Z.O. UM TAW NOIOAIM ON SLTMIAZ MU ANCHOR SPACING W AATRYOD OVA= DHOW ON smmu NAAWy p ee w W 3 3 I/Z ARIL n DIE Now IIOLOW IN M PIUOMO NOOK. FOR IRIS ORISON M E MMLE. FMUM 1 I i _ 3 1 - WNW W&MOD UMIO FACTOR SIMLL NOT E UM TWA MMM SPOONS BOCI FD POD OCII MOON TYPE a 749 soma 3 - F N11AEt i s I • .y I pSB H _ I � ltyDDy1lI�ffHl1 II : ' E.O.• , �.. + J ••14-+04 PAMUMATIE PLUS W/ 0 a 3/32• W94 MR WASHER (EWOND) -CONCRIM n BLOCK REQUIRED :-SCALE 3/r_I. Hurricane fIIRRRiMI MDEESr VYr1 E-2 IYIE erAaYl !MI@L I. E-I HANG STORM PANEL SOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS KEN VERIFIED FOR COMPLIANCE IN ELI) MINRRUMI DABEOL NT OF TAPCON ANCORS AND PA ICUATE FEMALE D 6 PANEINATE PLUS IRO CONCRETE ACCORDANCE WITH THE 2OW (7th EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SMALL BE 1 1/4', DESIGN WPM LOADS SWILL K DETERMINED AS PER SECTION T620 OF THE ABOVE MENTIONED COO, 8.2) M MMA DOMMUe Or 1/4•0 x 7/r CALK -IN ANCHORS SHALL E S 7/r INTO CONCRETE. FOR A WAND SPEED AE E,GUMED NT TIE ANRISOCIION WHERE 7FESE SKITTERS WILL E WSTALLEO AND NO EMBEDMENT INTO ANY FINISH W/ERW. SHALL BE PERMITTED. FOR A pA[CIIONAUIY FACTOR -0018 . USING ASCF 7-16 AID SILL NDT IXCFED 711E YAXWW (A.S.DJ 1/4• I-20 SS SDEWMX BOLTS USED SHALL E LONG ENOUCH(SHODUD ANY FM9H MATERIAL COST) TO DESIGN PRESstIRE PAYIKS IIOICLTED ON SHEETS 25 6 26, ENLACE 3/4' INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS Dt10RYI m PER ASCE 7-16 SHWA E FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MMTftYINC THEY BY 0.6 IN ORDER TO 9.3) W CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS E FOND ON THE EMITTING WALL. M COMPARE THESE W/ MAX (AS.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 6 26. ANCHORS SHALL E LOW ENOUGH 70 TEACH THE MATH STRUCTURE BEHIND STITCH PANGS. ANCHORAGE SHALL E AS MENTIONED W 9.1) AND W 02). W ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON INS PLO. AS TESTED WERE NOT OVER STRESSED. A 33M INCREASE IN ALLOWABLE STAM FOR WIND LOOS WAS 904. USED W THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS KEN DETERMINED IN ACCORDANCE WITH N.D.S. 2015. (C) AK710RS UL K INSTAURECOMMENDATIONSWING ALL OF THE RECOMMENDATIONS AND S+ECFlGTIONS OF THE ANCHOKs MAIWSMILE PANEL'S ADEOIACY FOR IMPACT AND FATIOUE RESISTANCE HAS BEEN VEWBTED W ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT 0 201L AS PROTOCOLS TAS-201. 11. IT SHALL E THERESPOS6R.m a THE CONTRACTOR 10 VERFr THE SOUNDNESS OF THE STRUCME TRIFLE SHLRIER TM-202 AND TAS-203. 15 70 BE ATTACFRAMHEDTO VSUREPROPER ANCIORAOE. THIS SHUTER SITYL ONLY E ATTACHED TO CONCRETE. BLACK 2. THISSYSTEM HAS BEEN DESGIED TO E INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENING FROM THE OR WOOD INSIDE W/O THE USE OF A LADDER OR LIFT. THIS APPLICATION IS VALID WHEN INSTALLATION IS WTENOED M E PERFORMED 12. THE INSTALLATION CONTRACTOR IS 70 SEAL/CAULK ALL S UYTER COIPOEWT EDGES MUNCH REMAIN IN CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING TO PREVENT WID/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRUCKS ALL AROUND FULL 3. SUM 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE MUM STYLE WINDOWS WHEN INSTALLATION IS REWIRED ID SE PERFORMED FROM THE INSIDE OF STRULRLMC 13. STORY PANEL INSTALLATION SHALL COMPLY WETH SPECS INDICATED W THIS DRAW" PLUS ANT LAL.ONG AND ZONING 4. SERES 2000 INSTALLATION IS APPLICABLE t0 SINGLE AND DOUBLE HUNG AND HDRQONTK SLIDERS 51YtE WINDOWS WHEN FEGUATONS PMADED BY THE IC ION WHERE PEW IS APPLIED TO. OWA LATION S RODUOn TO E PERPORMED FROM THE INSIDE OF STRUCTURE. 14. A7MUA WIDOWS AID DOORS. INC. E - I HANG STORM PANEL SYSTEM- IS PAi.E POgq. 5. ALL MISSOURI EXTRUSIONS TO E 6063-16 ALLOY AND TEMPER. (UN ESS OTHERWISE NOTED) 15. (a) THIS PROD= EVALUATION pOCLNENF ro.E,p.) PREpMEO BY ATE DNONMR S OEM A,O DOES YOT DOOR£ AM INFORMATION FOR A SITE PAR I./. WHERE TIE STE C01gROH5 DEVIATE FROM THE P.E.D. S. ALL AUAW" SHEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 ALLOY. (b) CONTRACTOR TO K RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIE SAFETY OF 7. ALL SIM BEET METAL PANELS SHALL WAVE STRUCTURAL WARTY STEEL. ASTM A-653 ORADE 50 MA., GALVANIZED STEEL TINS PRODUCT BASED ON THIS P.EO. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON DESIGNATION W/Fy- 5B.S AM (AFIER ROLLED). THIS DOC IMENT. CONSTRUCTION SAFETY AT SITE S THE CONTRACTOR'S RESPONSIBILITY ITY. 6. ALL SCREWS TO E STAINLESS STEEL 304 OR 316 US 5E7E5 OR CORROSION ROMTANY COATED CARBON STEEL AS PER DW W T»S PRODUCT EVALUATION WCUMENT WILL E CONSIDERED AWAAUD F MODIFIED. 500/8 W/ 50 AWN YIELD STRENGTH AND 90 W TENSILE STREWGFH 6 SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.14. (E) SITE SPECIFIC PROJWS DIAL K PERMED BY A FLORIDA REGISTERED ENGINEER OR ARONTECT WHICH WILL 9. SITS TO E ASTIR A-307 GALVANIZED STEEL OR ASI 304 SEA" STAINLESS STEEL. CORN 36 to MINIMUM YIELD STRENCM. BECOME THE ENCHEER OF RECORD EAR.) FOR THE PAO.ECT AND WHO WILL K RM-06W FOR THE PROPER USE OF THE P.E.D. ENGINEER OF ACTING AS A DEU.F.GOIEO fl4GNEER TO THE P.E.O. ENOIEER. SMALL ORS 10. ANCH70 TWILL SHILL E AS FOLLOWS: STINMI T To S LATTER THE SITE SPECIFIC ORNW" FOR REVIEW. W (A) THIS PEG. SHALL BEAR THE DATE AND OR OMM SEAL AND SIGNATURE OF THE PROFESSIONAL DOMINEER Or - 1/4•0 TAPCON ANCHORS AS MAINFACTURED BY I.T.W. KRUGER, INC. (UK re-3192 P.•.L) RECORD THAT PREPARED IT. - 1/4' • x 7/r OINK-W ANCHORS. AS WMFACIURED BY DEMALT INC. (YIN. f'gJODO p.WJ.) - 114-10 PANILNAATE FEMALE D 6 PA/ELlA7E PLUS ANCHORS, AS MAMIFACTIUED BY E1.00 CON57MNLTIOq PROOUK,'T5. 16. STORM PANEL MANUFACTIMER'S UMBEL SHALL K LOCATED ON A READILY VISIBLE LOCATION Al STORY PANEL W (Po-J]00 ACCORDANCE ACCORDANCE WRAP SECTION 1709.9-3 OF FLORIDA BUILDING CODE. OE LABEL SMALL E PLACED FOR EVERY OPENING. vim.) TO COMPLY WITH SECTION 1709.9.2 OF THE FLORDA BUUM COOL At) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL E , 31V AND 2• FOR PAELYATE FEMALE IO 6 PANO.MATE PLUS. A2) MINIMUM DAI ED►E7NT OF 1/4•0 x 7/8' CAUL -IN AMNm SHALL K IS 7/6- INTO CONCREIE. NO EMBEDMENT INTO ANY FINISH -MORAL SHALL E PERMITTED. 1/4- 0-20 SS SIDEWALK BOLTS USED SHILL K LONG ENOUGH(SCKU ANY FRESH MATERIAL EXIST) TO ENLACE 3/4- Oft ANCHORS. A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS K FOUND ON THE EIOSTNG WALL OR FLOWANCHORS SHALL E L LONG ENOUGH 70 EHE REACH TAWN STRUCTURBMWBW SUCH PANELS. ANCHORAGE �,lEp F•' A* % •CEN ••�� V K AS ANWIED IN A1) AND IN A.t). ` No.44167 (B) M EXIMIND CONCRETE BLOCX wAiL * '* - t/{• P TAPCON ANCHORS AS YAlINFIM:IiMED E IT.W. BULOOL INC. FWRIOA BUILDING CODE II h VNoD IlMrricall - 1/4- • x 7/r CALK-M/ AtIoaM As WNUFACNNRm Bf DOIALT INC. (r-,500 p.W.X.) p �iN`,•• - E WHIN *AM m20 OABE OALVAMZEB STEEL PANEL ` - 01•-+0 PANND.IAIE FEMALE D AND PAINELMATE PANS ANCHORS. AS YANUFAt:RUtm BY ELCO CONSTRUCTION :.'{` �tr .irOBY DeW PRODUCTS (rm-2071 pA.L) FRAMMACK RMAaO MAIL I so" t/r - t- INSTALLATION Q LS rOR SERIES 2000 AND 1000 E-Z HMG STORM PANEL 1 INTO POURED CONCRETE OR CONCRETE BLOCK �EI waWOrYW-I.EEp W-.--cam-, asAm 30 TL) J I i I 1 1 I 1 M2 ta3NIWME b r6RI TART SS , i 'o Ale I T i aIAWM yy L S WALL AND OWMICT "DiNn- NW, 1 1 I I r r i H N �mWAWE L 8 �y fE OmROOWIS IIOWIOIOWMa POI -E S REE • E w 0 WEB j10P MIT M TOP N alLl A (MIT- TD nMaW UE]MM 61® or tom a NIWIAp1 TtR d CET 37. wP f RDTIDY MNwINM oM E WNAUADu ANf IaW 7D EMT ANr a. 35) In •Ma�4 OM NAE u•OI°'M� oW ar PE EWMIE[ 1(t IDb OI SHOT, al ,, 6 Aine VA O.. iAYE 3/Mt SESCCTiDNALE 3/M14• CIO N -cu Q a � O c cu -0 Clee 0 = O E L.L. O •L v O .G VJ Q fmo a z z w J O 0 M c%i L O QN U cl) Q C' E (L Q O S a,.>,�o (u ! �a Ec 0 C O O U >a 2W W CD-6--a .� CIO ca L cle CIO o Leee ■� VJ cu m LLI Q Z z Q J a SHEET NO. SH 1,2� EL 11 lliii III ""Im -•-- -:-- '.,_.L.�L..i.. ..._LILT M 4&L..-. j lj __ ,., ', . . �.IN TO OU96 - Ib101fION SEC110N4m w OR LESS 2 9/,r BOLTED • 2M'Wr. X. 1Te. !ri .DLO. -75A 70, OR LESS 2 T/r BOLTED • e ! 4TW • M[MURFD/f11DY-~BOTTOM OF µ. P�MIEOr M, NO ! W F AT OVERLAP 9 OF PANEL LENGTH •,a 1,.: 1 1 ' ,II •'.•>tl 71 11:t .MI �' MLEM A.S.0 IIRIWAN OWNERS SRCM FOR L a . 3 1/r • APPU'IRLL TO ANY CDMBWA1 SIM INT THIN MDMae" PAML GTH vML PRESSUREINU LR. CALK-0I PMW9 FORE ToPRESSUREbP'OOHB IABMOTE PLUS TO OIDRTE To C, "M To CONEWEVE O 170,,,,1E To GINIGNETIE TO e0Nd,1[ SUCK 66.0. -75.3 12' N/A 12• N/A 12' N/A 12• N/A V A 2' (70P) 70' OR LESS 11' 3' • 10• 3' S• A- 5' 4• I' BOTTOM) 12' r 12' r B• 6• a• r I BORON) N/A N/A N/A N/A N/A N/A 12 1/2- It' 2' (BOTTOM) 7' N/A 4 1/2• N/A ♦ 1/2- N/A 3• (TOP) 12• N/A (2• N/A 0 1/2• N/A 9 1/2' N/A 3' (BOTTOM) 12• N/A 12' N/A 12• N/A 12- N/A 4' (TOP) 12• r 12' 9 1/2• 12' 11' 12' It- 4• (BOTTOM) L LIMITED TO OLD pal. A.S.D. CUM PRESSURE PATRIC. ASK OW M FOR M HM TTFE ! SPACING FOR WRTMIAIDM INTO W000 MINIMUM ATOM memo me ~N on INSTANCE ARE NOGW® am THE SoNKLL FOR La LESS TWIN so"= ON sm uE REDUCE nLYmR WRONG B/ NLIWLYSB SPACING BMW ON SCOW N THE FOUDMD FACTORS. MR ,HIS OPDMII,N A K MORAL PMM MONO OEMM Wm FAX00 WINA NOT K USA THIN MINIMUM SPACING mom POI EACH AN,IO1 TYPE a 2/411'. 1/4'. 1/41IN 1 1pv � 110E r. Remain WAIIN 043 a 3 3 a '/a 4RrINr,w o1N..r PN a a a 3 je''"A•' OrR1A w 9t3 a 7 1n 3 1/2 4 mR Bi aCaK al - CAD ,m , 1 + REQlIRES Y9I. o6TAMNCL K7WE0R BOTTOM OF ►OILER 1 I I ++ OM" M - DISTANCEBE1WE64 007T01N OfPA EL AND 0 TO Be 3/tr I 3/16• • COMPONENTS FOR REGULAR, LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-1 ) .---15.123• (1001 RUTH)--- --2.1ar-� i /2500' (E7IECTRE WIDTH>- --_ .-.- I .193 1/4•'�20.3/1' C, ! .7lD' r --'TO 04U 9 6 Imp. __,6 1/4' MP.)--___�-i � .374� .125�AW --- .-...13\PANE_I.M3Ww---� ,.360'--:\ ,'i5°• )00• 0- (MAY K j L)4HA1,D �STGAU `A�•a775•1.67.R 2sEDGE TYp, -7{.26D 000000000 M1j•,D,S- I •-s6MNFa0EDOE (-DIRK a2.1-OLTAL A .,,a' D04L_12c0'---)'Q •��)1O[TAL A-2.000'--•' ' ►AKEL9 SHALL K MBTMLID ALNAn vw,--- FROM TO ow LEFT t WE OF' PANEL O2 "H• HEADER �3 rF' TRACK O4 ANGLE WITH STUD ✓i . (_ ET . TOP EDGE0.024• (Mr.) RAAELS ENO UP GALVANIZED STEEL W/ Nownt lux ?MEL .37s' P. i - rW. �-1 - pX70• �� \n 0 ais• 0.25WO 2s0' 1 407 It M. J,_ .{,'C'y�,,. OR r----- 2.250 -- - ISOMEMC VIEW DETAIL A ;33•�- 270'i L r 250 ROUGED CORNER 0 ENDS OF PANEL'S N . up -ow' -1 I--2.37a• - ETD UP W/ HEMMED EDGE 62s, .,25• (N.TS) "SM. sormu �QLj 2�D. (... _ K or PANEL o9r) O 310E-N1S4 ALUM- 1�W� 3.700(T'-P.P•) © ��AT P�� ' .072' 75Y ALLOY .•SED MET It 24- $ FORIIADDITIONAL .700-LoK IDDIN S 1 1% 125• ONLY VALID MRHITAUATI7M6 Are)® /2 1 /i2 1 /dr WOW SWLC(LMM MAX, LEINGTH 2F•_.__' zDoo 3. --,193• Y I If1.2.p5' I.000 R am•� . O7 REV. "N" HEADER O U" HEADER r MN. TO r Ma.: L �) 0 ANGJ.E - 2.000'--' .i O 1 T "J" TRACK 1© PANEL_NM�E6 6DeT- ALLOY,V�C� A. - .-----r----''. _, •F-sT - :tL7,y$1': T•vT4�.'l••V-�( (T 1�WIo1I(USE ONLY FOR E-Z MANG SMRA PA EL. 311•��• 470' UM7 SYSTEM) 6063-T6 ALUM. ALLOY 46R BUILDING COS Non High Vd Nuu one Zons ts, r 1.12s eao L I Lao,• .123• S}, `3. �' _ ® _� STATE OF aaRL TW16q TIC 24 BIDE GALVAMM STEEL STORY PANEL 'S,. DM IL- oeo crYP.) _ IFt$ SEE SECTIONS - _ Mil �O' . ! : ' PROTECTIOTILT WER N.N PRODUCTS. U.C. p W IL SCORNS. Al-1 /sow u ! L rr LA'RLWIA AA1MIL R am 20-175 t® RULED-QUT "F" O4 RULED -OUT 'F" TRACK ® t ® "- A o'+� r �;� ^ 'r "w 6�>• 7ML F LM.>,w 6m r TRACK ANGLE (1ANAC 3 ALLOY) PL sollsmwuw.A FE WLM wua 'i. rl MITT 2 eF ,a SHEETS 9 T1640UGH BE ANOCONCRETE CHRS LOCATION E SCHEDULE ON DOSTIItG POURED C0 _ SHEIK 0 THROUGH 10) ,7R cnnrREtE BLOC( REOIWED. ,�y. y A �LIFRNAIE lE0 WAR. - , CONCRETE ANCHORS (SEE s,CHIEDIAE ON -?-_- 1 gem 9 INWUCH 10) I 8 Eb. 1 1 If L 1 1 - 1/4Y-TOat' j .: I AM IIrY PK tM1•M as a••ry .L. �.. PANEL ED .� L-- I (w SCHEDULE '-- SHEET 3) SEPAPATDN M CLASS.SEE SCHEDULE 50%; ON 1 OF l 1 B 1 1/2' OC. ICE ANCHORS OF WALL ON SUB SHEETS 9 TROUGH 10) _ .. S T. CONDITION) iNEEIS 9 THROUGH 10) `"' -- CEILING !MOUNTING wLLE s/a.r CONCRETE AICI SCHEDULE M= S • St' IQ VIA." "M • ,: tR• oz I 1 I ! 1 1 ION TO CLASS. a]7ULE ONAT t�2aG,•. - wwa WIDTH (ON SHEET 3) ' t'J OF 1 MAX 1 t' Ma. 1 PANEL UDICNN 1 (FOR 3 I � Q =ZP TDSEP ! ON 59 ON DIM 3)1 V4�A-gas• 10 aL 9 ! 10 -N SPACER t1,.c/ p� @4K AM _L_ _.. _ _J E.p. / LENGTH 1 OF T MAX. '� i % 1 i ! W e F tl Os CONCRETE ANCHORS I (BEE SCHEDULE am SHEETS • THROUGH IOj - A.-{ /6) z ,/r LDMO WX. KLMOK I M1G �:/ BRINGERS • a , 4. D.C. VALID FOR rAND PANEL NCREii Bl. EXSTM POURED CONCRETE -._i j LENGTHS PER SHEET & REQUIRED . OR CONCRM BLOCK IEOIXRFD ;� 12 WX LONG I1r D.C. CM TABLE IsPACERS 9 SHEETS 9 a 10.) WWI 1.1 4 i.117:T � SCALE 3/0.1• $,:I . 4416T 01070 "`T100 WL ILECOINe. 24 GAGE GALVANIZED STEEL STORY PANEL to. OWNER IN, GLOBAL PROCTION PRODUCTS. llC lsm p•STTD >< O; 0RD '/0A••E•••G�V' '� '�-_ -'" . fT.• IM LL el WAIL 333$4 {M)erMM MW (M4)0W-:SILT INra.Wf WL EL �MI"-,N0RL .w1w":PAAIANANO,I,-R,M4171r F'PRL"Gr WKlol A &I *44. PL 20-175PHONE- aRwla Rr MRa e O to r r.. w INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL G) INTO EXISTING WOOD STRUCTURES 1/4•0 LAC S,Da 9 r O.C. W/ '4-0 LAD SCREWS • 6. O.0 W/ t 1/2' MM. TMMAM PPEWAFAM TO DUSTING WOOD HEADER. t / .JWADER (2W WOW 1/2• MK 1MFADEO PENETRATION ! MT ON ON EDGE EASIw Wow MEN". FA fta O � \ I ••� 4 CA"t F,EA 000.CFO \ r - • l 1 �`� I / r1 USG S,IE1S • O-C. 1/1'F- O y4• TNUSS i D' W/ ,/2' Yh Ta1FADEO P£NOROM (SEE DEAL 1/24 a }, 1--_-1_ ,ERA .2 W/ 7 Sb ro DOSTMO ,TOED NFAODt. NOR IA r1 �i R) pop I a/IMYRE 4 C0M #14.1• Lux 5 S�Opppp���ppE�TWL) M ® • FA ETD OF _ D�1 A W/7/6 W.S/3r NC I • RED OVERLAP TRLAr f�r � 2C 10 CARL � I15. W/ /4• SDV^9mI 7A /32 wNC NUI • 11D11' OCEAN _ I y IM � A u e ', 1 41 IVA1E1A1FEMALE m B 2 7 41~ h 1• / Nti>/ \ li rmNDYAt[ P Lca W/ 7n' («. TrsIFADm MDR IA BELOW) PENETRATION 12 t/2' O.0 1/4'W IAO SCREWS • t12, 0, ltl� AT SElfFS tOOG OR FIAT O W MttEREaE RED T MNOMATIE RUS W( D�00 PEALTWAIKN • 12 • MA-N. ALTERNATIVE 2•'W SCALE tp•.,• ALTERNATIVE 1 V SCALE 1/4•.1• I '\ 2diIIic r61ALLATDNS ARE ONLY *AID MR BUILDINGS WREN ASP. DESIGN LOADS UP To .66.0. -7S.3 oN AND PAHIL'S IDIOT, LIP TO r-10`. B 2- FOR NEW WOOD FRAME CONSSTRUC M WOOD MEMBERS To K SOUORWN B PINE N.. 2. W/ SPECIFIC DOWN O O.W OR EQUN_ I TOP As BDILIk USE HELL AS rNELCONEC(WN ,0 TR1CK1i m ORAT�'60TIOY �'W.9ED ON S 1 1EBO 1pGG OR ED00 ffSTALIAImN TYPE W IWLT I. Maly mR ,XMBMKwI m ..eH,e,se AI MINATNE TOP ALDER 11000 IRA COP s BOTTOM MOURVROCAN BE CBE COMBINEDN ANYIM WARY 10 SUIT ANY WFIALLAVION. aCMD I/r . V NOTE : SNUnER TBMCIS rat SHOWN FOR CLAW" AT TOP OR BOTTOiI WITH TRACXS_ � IM_� B MAXIMUM PANEL LENGTH L+" OR "L-" (ft.) 0 MAIGM M AS.D. PRESSURE RATING (P. c) (+ er -) CONCRETE !WOOD NBGUATDNS t L+ IA- 10L0 W-r 2560 rY-0' 1V-r Jae IV -I' r0'-0• 4K0 No'-r• r-0• 4a0 0•-r ra' Sao 0•-1• r-4• 5" r-r a' -r 000 6'-3' r-71 IS.D 0'-0• 1-4• Pao r-•• r_V no r-S r-10• Sao r-r r-r alo r-0• 0'-9• 00.0 6•-r 6-2- BAD s•-r r-0• Iola 6•-J• 5'-0• ,;To - S -r RLs s -5 1V4l LAC SORES 9 or O.C. W/ 1/2• MIn. nwAE4 D PENE7Mim TO DOOM WOOD HEADER. - J1 4'h 1• Y$ 7 A WxC �NLR , oa 1��jf�J9 iA ENDOF 7+6/11 (SED DETAL 1n4 a REGAWED 11 ox. 1 - C 0.0 2 71i. HRn 64'yP,A-32/03µ2/r - TO GLASS : fit//64•-0-2/0,3/M./4- 2 e/6 'lrARAI WNG NUf 9W/ wN0 MY • ro GLASS. I EVER, OVERLAP ly i rAw OVERLAP L \ e 1/4v0/-R62'10�J a• Y$ 4Y- , YS. WJ O �L 11 1• I 1IT�Y1 /W (8EE4• 1 h •NGTE ,A DOOR)4 7FS} 6 1 4v-107`/4' YS W/K7L roa/32. C",1 NUf f Ir O.C. - 1/4.4 MG SPEWS • r 0.C. W/ \ I 1/4Y LAG STEEDS • r O.C. A/ 1 1/2' MIA. THREADED PDE'IRAOION IAn (2) r :1 7NIfAOED PDE7MT10Y MM, FIN K r.4' WOODPIAam OR:OF MATE 'I \ PLATE OEOUI ED FLAT �yp� SALTERNATra 4l1 1 SCALE 1/4•.1• 1/4. 3/4, 4/5, 5/5 IT 5/5 CHEDULE ONLY FOR REGULAR STORM 2/4 iW/6. 2W/E, 3W/7 t 4W/7 RETE. CONCRETE NXK t WOOD W rl: MAX ANCHORS (SEE SCHOOLLE ON ON - SHEETS 99, to e,l) ------ --•1 1' MILK'" SINGLE PAMBArl)IMERIIIIJUNIM AT EACH END III TRAtLCS f3)_ m ©t d•2 9g o O D.M..0G 3Q, 4. (T �- T-rT-T-r-r?-'T -Tr DBIECT MOUNTED AT EACH ENDS ®®/ MAXIMUM PANEL LENGTH °r® "L+" OR "L-" (it.) 0 MAXIMUM "a. DESIGN PRESSURE RATING (0-1.) (. CONCRETE At WOW N9TAIJATtoNs t Sao /4•-4• 25.0 or -IV II,-r JOO W-a• lo•-r JSO I0=10 r-r 4110 0-4• r-2• 450 9'-1• 6•-T Sao r-7' a'-Z' Sao r-J- r-r 0" 6'-0• T-9' 65.0 T-•• r-:• M.O r-s• r-II' 73.0 r-2' a'-9• Sao aao 7-0• e'-J' Sao 61-S' V-r• sao r-r 51-10, Toad s•-J• S•-r to" S•-J' 31-4• l IQO - 51-1• r T6.0 - 4'-Ir IA.a 4'-a• MLL7NGnH PANEL(in) MNMIM SEPARATION TO CIA= SCHEDULE WIND Srtm 4 170 m p 11 WIND SPEED a 170 IRah IM,STIW® I R67RMIED UNESTRMNM RESIRAIIREO 30 OR Len ,• 6. 5 1/4• >33 TO 90 1• 7 1/r 7 1/2' >90 to 145 1• ,• 7 1/2• 7 1/2' TOP nowT' MORE HEADER y HEADER 1.5'X1S' ANGLETMOR .M,. 7• TRICK ARGUEIXO911RES r�/T�RACK - DOW MOUNT 4r s2• 32' 35• w80• 1. 4 I.S1T.5' STUD ANGLE 3r 32' 3r 1. 4r 3r 3r B 'r TRACK w 1. 1. s:' 6T w00 T 60• 1. �. 3r M, M. 1. t s0' 32' 32• 3r60• se' sr UNBOLTED PANELS BOLTED PANELS W/ 1 40-20it _ ( APPLICA� AS , S M.S. BOLT AS PFU BL OYEAIM ((l I -1 1�1 I� �J 9 O O O O J v YAX 6 ".• WIN. 1/4. -f . 4/S, 5f. t /0 2/4 1 W/6, 2W/B, 3W/7 t 4W/7 ANCHORS (SEE SCHEDULE ON SHEETS 9. 10 !14---- -__J REGULAR STORM PANEL Gl ELEVATION 2S9T N.T.S. 1/4 �MaL GAP (NIA 0471/P •1 ou wa-v) ! AWL CAP :� SECTION A -A :-�j N.TS. NIOlL9 .A ALlOINMFPANELA POSM DESIGN ID.O D(I) L.: LamMAXALLEIAQ. WIDTH FOR A QADNEGATIVE AL0DESIGN LOAD (2) PROCEDURE O DETERMINE: MNBWIY PANEL Lownt GIVEN! A POMM A.SD. DESIGN Lg% OETDIEBE MNGRM PN16 LENGTH %+' FROM SC IDIAE_ OAEHR A rEGT,VE A.S.D. ODfON ROM. DEtOW010E 11Ao1RL1 EWER LDDM %-' FROM SCMmUL F9ML IMNBWM ALIDI ' PANEL IDDTH 6 EOUIL 70 M YB9W KIDWRED M41L LEMON K1KD1 1.' AND 'L-'. (3) SEE 904 OLLE BDOW FOR MIN, PANEL LENGTH FOR PORDVIV QUVRIOODM. t MMLLAYM ORO WOOD ARE LM M TO 4 95 p.LE, MAX AS.a DESIGN pri3s E RATIO 9, TO ! 11 Fdl VAX. AID. DEM011 tOM9 ! MAML PANEL LENOM9 FOR ��, 9PACFA K lWEO. FLORIDA BUILDING CODE Non NNIlgh Veloc cons ZNHn9 ' * • ��•.• s, y ,AtWWGR .44167 tk ATEOF '* OAIO►`/ •av • G am "AM "I IL ECOEEBA:. 24 DATE GALVANIZED STEEL STORM PANEL OWN" PROTECTION PRODUCTS, LLD. 4aa AN. Dl SHEET DIAL FL........... =14 FM pNXES-T9M. (N4ts19-RA NID/E MW: Aa ! L a WIT• �• R aF,r Am Ir... •AE 4IN,-LAW . A., •RAm-rrWRO ... W..ar.. A' ►J• A�TL FLOORA 44167 20-t 7S anam NP r a A941 n ARw r 9REn 9 or a INSTALLATION DETAILS FOR REGULAR PANEL (I INTO WOOD STRUCTURES - III WOCO ANCORS / I I .. 1 TO NL16T. x II i -( ON,�I ,/ �- - ONSHEET 3) 1sa�mLAE SHEET - • f t//• as � AIR FAIR UMN 60 r-n 1• mu. •A� / I DOS,IE6..M PANEL LEWO -i- M(SEE , w000 HIFIOQI 2 w000 ANCHORS! 1 mA6s SCHEDULE / REOIIRm I/4• (SEE SCHEDULE ON ON SHEET I�FOR ` SLEET 11) •`� 1 ;,' SPACER ( . in. I t-I � ' WOOD HEADER - 71 Ea. REOUNRED 5 1 I 1- S 111 ') I' MAX LONG ALUMINUM SPACERS B 12 1/2• 1 I D.C. (SEE TABLE 11 ON SHEET 11.) •. II I SEE NOTE r LEMON FOR LWNTATONS FOR v MAR. I SEPARATION 1 \'J t• j,I,(I(. I ! 1 1 1/2• LONG SLEEVES, S.. PANEL LENGTH I PANEL. LE3DTH (SEE SCHEDULE 1 1 (SEE SCHEDULE ! ! II a A -PACER MATE FEMALE D OR PANEL MATE 1 (SEE SCHEDULE 1 ON S 1 HEST 3 ON SHEET 3) PLUS (SCE SCHEDULE ON SHEET 11) 1 1 tpv-2a.r Mw► 1 v + l wN� aaa" X) 10 - ; i vuT sc 1LE E E' EOUL40 a Ass E IXR 1 i jai BEET 3) i DIRECT MOUNT W/ SPACER iALTERNATIVE 2W v M 1 S SCALE 3/a.l• y' SEE TABLE I1 ON SHEET 11 FOR MAX. PANEL LENGTHS ! 1 I Sy( - (-_ . ( • 12 1/2. D.C. X j I OF 1 HAW, A.S.O DESIGN LOADS FOR THIS INSTALLATION. EQ - MAX.i 1 '' .., .. _..3 4• i • /2 1/2' O.C. I - WOOD ANCHORS tk TICIsm - I ; I ON 2AACa M UW K 11/r LOW P. ° - 7`7 I !f l- {i.� SHEETt')RINVWAMM °arN'LBW(rW(WAwaEKAHoMRKSTORY Bi~m,,NRGIK"A1Kr-o- I.!,! 2'x4'WOOpL 11 *ram Iss level -' ' •ks' WD00 YOI19 H�III dINO1L7 S OM WWII tt). RATE1I WCOD ANCIDRS 1' IRA KPAWAl10N ro O// WmGTa STAOOOIED W/ STUD ON !RR a YW` K mum 10 1 4' a d h REQUIRED D) A1LWmRE a1WB 1NIG carDREMI M Pnla MAa IDYLL m HB P' MITT WA[ PWa) fHNI K 71NOD MYYM A a 1/r at. (SEE scmeat" ON LOB As iw ra lm m olNanam/ARE-� a0PUo WAIL Q La1lWelgx /ROM 13 ,/2. O.C. fHWOSm mLOWO W . _ •SKI () AM OEM ma a -a ►a m (0) Ma. N va MHa LENGH IS Lma to w A or mRm ioxwoom am mu C AaM w10D1 '�� ALLMED p) Unal_mm BaRY Pam LDaN m WALL MOUNTING / DIRECT YRUOULINT 9 ALTER'NATIYE 2W W t I/r UM VA= cDr,alax M WAIL K a BOOM ON �AL�, �D��NG W t� a AN enoo�m'11000 FINK MAIL SCOT 3/6.1 • SWEET L movALA la O , A11/2m' Lam a1RCm1 M K ONLY 3 AS MOM III ANN ALTERN�rnE [[-"ms =Awn ow THE DIED (TN Imnp I O THE 0.0m0R SCALE 3/M,' (4) ONVAL=WI ONLYKmsK amL N � 2D 4Willl ["'N ZOMfa••st Ea A. TI(4r Norse 3 vCEN : /� FLORIDA BUILDING CODE Non High Veloofty HUT One Zon• NOTE FOR COUB14AMM OF SECTIONS: 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. .• NO. 44167 L• °� nMIX We. 24 GAGE GALVNBZED STEEL STORY PANEL Il. DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS = * * ; * z -� DAWN ar. TOP k BOTTOM MOUNTINGS CAN BE AS PER SCH MILES ON SHEET 3 (EXCEPT FOR COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) a/D/a2o SUTE IL ECOINt. �� • �• IIWI: INSTALLATION. �ORID • MAIL FL SR.' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD V,My ..a!L• AWrr AArWR.R aNr MEMBERS TO BE SOUTHERN PINE No 2. IT/ SPECIFIC S% •"""• �L 14..: IMa .H.,-. A" . IA 4T,-,m COTE: (a)fM-7ML rmR om)=. m 2pwM ft r DENSITY OF 0.SS OR EQUAL. a-aa"wts alifll A TLLR i., ►s SHKI a O Is NYn Aiir t•e W6fY i E->r NYtl 17DYa 6 (CI Tp Fxt,+ �Wppp ,Dpi. �'i'L�t�: fRM11TY- 0 " O.SS Met I. i. 570a1 PANEL SHDIIN ON TIaS PROOLIC'T EAALLATDN DOQAFM (P.LO.) HAS BEET/ VElW1ED FOR CO1WlLANCE N ACCORDANCE - ,/4Y TAPODN ANCHORS, AS YAMIFALRURED N I.T.W. BIINDEX. NC WITH THE 2020 (7tb EDITION) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH - /14-10 PANDAIATE FEMALE 0 AND PNELMAN PLUS ANCHOR$. AS MANUFACTURED BY ELCO COSrRLCnON PRODUCTS. VELOCITY HMMIJNE ZONES (KAMI-PAGE / WW MgD COUNTIES). - 1/4•0 LAG SCREWS PER N.O.S. DESIGN WOO LOADS 94LLL BE DETERMINED AS PER SECTION IBM OF THE ABOVE MENTIONED COOS, FOR A HLSC WHO - 7/1 Co a 5/0• WOOD BUSING. AS DISTRIBUTED BY ALL POINT SCREW, BOLT At SPECIALTY CO. SPEED AS REQUIRED BY THE JUBSDICTION WHERE STORM PANEL WILL BE INSTALLED. AND FOR A ONE!CTIONMDY FACTOR 0-O.6S, USM ASCE 7-/6 AND 94ML NO EXCEED THE W10YW (ASDJ DESIGN PRESSURE MTRDS 6DKATED ON SHEETS C.1) MM" THREADED PENETRATION INTO WOW OF TAPCON ANCHORS SMALL BE 1 1/2• AND 2• FOR ELCO PANELAWE PLUS 3. 9 716RU 12 At 17. 16 AND PANaMALE FEMALE D. IN ORDER TO VERITY THE ABOVE CONDITION. ULTIMATE DESCR WIND LOADS 0E7E1IMMAND PEA IBCE 7-16 SHALL BE FIRST REDUCED TO A.S.O. DESCH PRESSURE RATING BF MULTNRY91G THEM BY 0.6 IN OROM TO COMPARE THESE w/ MAX (A.S.D.) C.2) M"KN THREADED PENETRATION Or LAD SCREW. I ILO THE WOOD FRAME UNIT 9ALL BE 1 1/2-, NO THREADED OEM PRESSURE RATINGS ID"10 CN SHEETS 3. 9 TWN 12 ! 17. 1a PENETRATION INTO STUCCO SMALL BE CONSIDERED AS PART OF THE IEOLARED THREADED PENETRATION. IN ORDER TO WAMY THAT AN04M ON THIS P.E.D, AS TESTED WERE NOT OWN STRESSED, A 33% INCREASE ,N ALLOWABLE SUM FOR WIND LOADS WAS = USED IN THEIR ANALYSIS. FASTENERS WADING TO WOOD INS BEEN DETERMINED IN C.3) MINIMUM EDGE DISTANCE OF LAC SCREWS. INTO WOOD SMALL K AS INDICATED IN THIS DRAWING ACCORDANCE WIN N.D.S, 2016. STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE NAS BEEN VERIFIED IN ACCORICAMM WITH SECTION 1609.1.2 O CA) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE S/6•. 1/4• 6-20 SCREWS USED SHALL BE 1 1/2' LONG MR111MLM THE ABOVE MENTIONED CODE AS PER A ERICAN TEST LAG K SOUIN RORIOA REPORTS 10614.01-01 AND #0219.02-09. AS SHOULD STUCCO EXIST. AND V Will 01 FOR WALLS LATH NO STUCCO. PER SSTO 12-09 ! ASIM E 330-02 STANDARDS, AND AMERCAN TESTING LAB SOUTH FLORIDA REPORT 01123,01-10 AS PER TAS-201 AND US-203 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION INN OF THE C.5) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE DOST9W FLORICA BUILDING (DOE. WALL ANCHORS 94ALL BE LONG ENOUGH TO REACH THE WNW STRUCTURE BEHIND SUCH PANELS. ANRCHMMM SMALL BE AS MENTIONED IN CA). C.2) ! C.4) 2. ALL ALUMINUM EXTRUSIONS TO BE 6063-16 ALLOY MA TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2 (0) ANCHORS SMALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 3. ALL ALUKNUM SHEET METAL USED AT CLOSURES SHALL NAVE 3105-1114 ALLOY. A PNLEES MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING MISTALLAT04 DETAILS SHOWN ON SECTION / THROUGH 6 (SHEETS 4 4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL CLAIM SnM. ASAP A-03 GRADE 00 IN I I I , C-60 GALVANIZED THROUGH 5) EXCEPT THAT MFAOERS® ! 0 SMALL NOT BE USED. STEEL DESIGNATION W/FY. $2.2 eN (AFTER ROL1ID). 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERITY THE SOUNDNESS Or THE SIRUCTUIE WHERE 91URER S TO BE S. ALL SCREWS TO BE STARLESS STEEL 304 OR 316 AS, SERIES ON CORROSION RESISTANT COATED CARBON 97EEL A$ PER ON ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHURER SMALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD MAW Boole W/ SD H,Ad YIELD STI,NfTM MID Oo I'r TD+9lE sTAENGTH AID SHALL COMPLY W/ FLORIDA BULAWG CODE SECTION 2411,3.3.4. 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER 90'. AS PER SECTIONS 1, Z 4. S. 6 AND ALTERNATIVES IN. 3W ! 4W ON VISIINSiRUCING OWNER OR TF3(AM 70 SHEETS 4• A 6 ! 7 RESPECBLELY; SHALL NINE A LEGIBLE R VWAWING I , S. 6 , SMARLENE LEGIB 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR AM 304 SERIES STAINLESS STEEL WITH 35 AY TOMBL N YIELD STRENGTH. WITH APPLICAREWECM PENMC CF WARNIN SECURE RI S OF HURRICANE T ANCHORS TO WALL SMALL BE AS FOLLOW: 11. THE INSTALLATION CONTRACTOR IS TO SEAL/GMItA ALL 9DTrEa COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT NTH THE BOLDING TO PRRVEM WD/RAN INTRUSION (A). - 1/4Y TAPCON AN,IORS AS MANUFACTURED BY I.T.W. BWDEX. INC. (Min. rc-3192 paJ.) 12. STORM PANEL N/SMAIATDN SMALL COMPLY WITH SPECS ROCATED IN THIS DRARWNG PLUS ANY SLALOM AND ZONING REGULATIONS - 1/4' 0 . 7/r CALR-UN ANCHORS. AS MANUFACTURED BY DEMEAN INC. PROYM BY THE JURSOICTION WHERE PERMIT S APPLIED TO. ' - //4Y . 3/4- SOLD -SET MICHORS• AS DSTROUTED BY ALL FONT SCREW, 9OLT ! SPECIALTY CO. (INN. rc T000 P.s.i.) 13. (a) THIS PRODUCT EVALUATION DOCUMENT (PZO.) PREPARED Of THIS ENGINEER S GENERIC AND DIES NOT PROVIDE INFORMATION - /14-10 PAELMATE F17AALE D ! PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS, FOR A SITE SPECIAL PROJECT; U. WHERE THE SITE CONDITIONS DEVWE FROM THE P.E.D. - 1/4•f ZAMAC NOUN ANCHORS. AS MANUFACTURED BY DEWALT. INC. (b) CONTRACTOR TO BE IESPONSBLE FOR THE SELECTION. PURCHASE AND FWALLATION 14CLUMC LSE SAFETY OF THIS PRODUCT At) MINIMUM EMBEOMENtr OF 7APCON ANCHORS IRO POURED CONCRETE SMALL BE 1 3/4': 2• FOR ETC° P)PELIMATE AND B/BEO ON INS P.E.D. PROVIDED NE/SE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. OOtASTRUMCTON SAFETY AT SITE S THE CONTRACTOR'S REWON50%M. 1 3/4' FOR ZAMAC NNLN ANCIFOnS. (4) THIS PRODUCE EVALUATION DOCUMENT WILL K CONSIDERED NVALD IF MODIFIED. AZ) CAW(-N ! SOLID -SET ANCHORS SHALL BE EMBEDDED 7/6' INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO MALL BE PERMITTED, 1/4' 0-20 SCREWS USED SHALL BE 1 1/2• LONG HBO" 90" STUCCO EXIST, (0) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA RET MRCD U40M R OR ARCHITECT WHICH WILL BECOME THE AND 1• MINIMUM FOR WAILS WITH NO STUCCO. AND MAY 13E HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. ODNEI R OF RECORD (LO.R,) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE BUT WITH WIND NUTS. PROPER USE OF TE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENOIEEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. A3) N CASE WHAT PRECAST SHOE. PRECAST PANELS. RAVERS. ,ODD BOARDS K FORD ON THE L BE LONG CHITTUDCDT14E AI EXISTING WALL OR FLOOR, ANCHORS WALL K LONG ENOUGH TO REACH 7NE MAN STIWKTUE 11fIRD SUCH PANELS. EL (4) MS P.LD. SHALL BEAR THE GATE AND ORDINAL SEAL NO SIGNATURE K NATVTHE PROFESSIONAL E M040M SMALL BE AS MENTIONED IN A.1) AND IN A.2). ENGINEERO• RECORD THAT PREPARED IT. (B) ILO EXISTING CONCRETE NOCx WALL AS1Y G-9o: 14. WITTIER WNUFACTIREA'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - 1UT /4' • TAPCOI ANCHORS AS MAMUFALTILED BY 1. T. W. BIRLDEX. INC.TIC. N AN PAL SHUTTER ACOORDCE WITH SECTION 1709.9.2 OF FLORIDA BULDNF CODE. ONE LABEL FOR aPL76NG. 1ABEIRNG To COMPLY WREN sEC710N 1709.9.3 of THE SMALL KBL - 1/4• R . 7/a- CALX-IN ANCHORS. AS MANUFACTURED BY DETALT. W. � - 1/4.0 X 3/4' SOLD -SET ANCHCNIS. AS DISTRIBUTED BY ALL PONT SCREW, DOLT ! SPECIALTY Co. - 114-lo PANEMMIYE FEMALE 0 AND PANEtMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO COHST1n1CIl0iN - 1/4' 0 ZAMAC NA2.IN 0400M AS MANUFACTURED BY DEVATT. NC. 9.1) MINIMUM EMBEDMENT Of TAKON ANCHOFM ELCO PAHf1MATES AND ZAMAC KUM ANCHOR. IMM THE u1 CiEN ':�•� FLORIDAF(pA BUILDING CODE Nan Wloc Mwr(Cone Zone) LOC( UNIT SMALL K 1 1/4'. FILE 9.2) CALK -IN At SOLD -SET AN04M SHALL BE DAUNT 7/5- INTO THE CONCRETE BLOCK UNIT. NO •' ryq,044 7 AMID R1p0L NIL 24 GAGE GALVANIZED STEEL STORM PANEL I„r, STUCCO SMALL BE PERMITTED. 1/4• 0-20 SCREWS USED SMALL BE 1 1/2- LONG 1MeKM SHOULD Dw. * AND ,• 1KMNM FOR wAt15 WITH No STUCCO. STATE PROTECTION PRODUCT'S. LLC. DA001,.10 I(, 110,CLAW �•GM to, 5, fnw 0 3) IN CASE THAT RECAST STONE, OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BONDS BE ' cQA( '• �J'c� w as L a. sL a+Ir. A r MAE. rL A" EWSTNO WALL. A1D110R5 WALL BE LONG DDUCN TO REACH THE MAIN STRUCTURE BEHIND 9UCt1 '•... (S\ A. ,,Avg, ( "Rill- m ra (WR4)IIf-frfr 20-175 s ANCHORAGE SNAIL BE AS MENTIONED IN ILI) AND N B.2). / A4.."�,Ie� • 1Y9 sn-,1,, (y..amW'r"�1i�' �� w r m. r � ft /NIfryNMll P.E ,A WE IILIE,1 A NWT 4,. PL FIAT , W M 10) 1 I I 1JN ' �l� ram'• ' '/P 3ATRT4AE" 1 F -(� � - SCHEDULE % I 1 OAlI 0E Hal FIFA - LD41M I aM a f) L. TIED m q � (SEE 4OHEDURE 1 I 01, wN IrHa Le1R2N oBM T� GLARES I ON SHEET 3) - -_. _ 1 PAID =I. ON SHEET 3) j 1 (SOMEDUALE j I OWN SHEET 3)3) EL LENGTH CONCRETE ANCHORS l� - - =_ "-= ----G -- -) a - - IF__ _ 'iIA:_:_.- - - 1. -- _ T-- (BEE SafED1E (SEE SCHEDULE ON--\ i ON SHEET 3) SHEETS 9 71BOU6N 1 T BOP - or"v _ CL/BS 1 1 MAXX I SO9 EG. ! (t1 V 1 .'�'' 4Y-ANtM 60Ln R • 11/r LLD ': / I 1 OF '�"' A E.0. 1/2' -WHIN saw NOW, PIED TERSOON Is CoNcarm ��QjT•--' yr-211./• A ML R/ NUT • MIT 0.0 1 ._ I• IEWAA a LOCATION 4 ALTERNATE CONCRIET ;' POURED COMCETE � N/ �, ANC OIRS CONCRETE BLOCK PERMED. WErrs 9 1HOI�G i1011 10) Dom 0 T(0(SEE SaMOLILE ON (SEE SCHEDULE UM 10) ebALE 3/0.1SCALE 3,1111- COORR I I ,�� E ,p• as E ANCHORS HEDULE ON ' 9 THROUGH 10 I 1 E 1 E ' i I 1 ! I ED. I I I I I 11an. 9EPARAIION I i i' MWL -4 (SIT 9CIEDlRE - PANEL LENGTH (SEE SCHIMILLE I ON r » 1 ON SHEET 3) j ' 1 i �- - APSKxAeLE)I CNCETE ANCHORS J 1 (SEE SCHEDULE ON -- NS �EELS 9 THOUGH 10) SET® ONLY WHEN SCUD ARE USED a W/ WHEN ---CO CONCRETE BLOCC ARE ARE UUSED. REED. . CODE (Non HIILh VetoONW Hurrlcone 6EM41¢DLIIREDD057NG INSTALLATION DETAILS FOR REGULAR PANEL n INTO WOOD ALTERNATE LEG ADEOMACI' OF EXISTED WOOD BEAM TO BE CERTFKD BY REGWIEAED ENCINFFR OR ARCHITECT PRIOR TO 9MTTER i INSTALLATION. / ANCHONS ALTERNATE WOOD SEE SCHEDLAE ON (SEE SCHEDULE ON i� _ ,• Mln. - ,• HDt ARBSE SEND, O '1Lm'a // MEET 11) SHEET 11) ^• Y' �kO- -. - -IA"/4•a7 s. w w r 1/2- • 12 I/r ac ( MAX. WOOD 1 RETRIED111�a1• rI/2' ■ • ac WOOD ANCHORS \ 1 1 I (SEE SCHEDULE ON IN.I 11 OMSL(SIEESCHEOLKE 1 1 A OWWv H, SEPARATION TO CLASS. ...(SEE ,/4v-2a,• V MAIL L_._.�♦ ---))1 .- 6KAR RMfL SCEDULE I ON MEET 3)..- 1 a PANEL LENGTH 1 / I IBfN OB1 a�T •L• WX ----� PANELLOOM L __ - - -+V-= _- _-#-4 --- ��R >t bw.�•'G. at Na RFa (BEE scMEDLRE ON MEET 3) 1 I 1 MAIM Ow sue') ON MEET 3) 1-- 1 I j 1 SOIL r j j T OF 1• i i OF 'V' ( MAX q)- AI���RgIN�SI'� I EO I - 1/2' , sv-2ar HOD ealW 1 f � 2 .4• WOOD PLA , I ` �i t �! ---- WOOD ANCHORS RE�OMED REQUIRED I ✓' I ; - I,I .- ANCHORS ON (SEE SCHIE7XLE ON -- 3/4• ----. t jI `F ll� itsl:Il) SHEET 11) -.-- __2' Min: -- i Ir, �-• , ._.. ...1yz- CEll ING AND FLOOR MOUNTING ALTERNAWE SW SCALE 3/8-l' BUILD -OUT MOUNTING ALTERNATM 4W SCALE 3/8-1- hg= NOTE FOR COMBINATION OF SECTIONS: 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATNG (D J) AND PANEL LENGTHS COMBINED IN ANYWAY TO SUIT ANY AS PER SCHEDULES ON S 3 INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEM13ERS TO BE SOUTHERN PINE No 2. W/ SPECFIC DENSITY OF D.56 OR EQUAL. 4^-,,+ ^W W cn > U O� Q O 203 CM _v cu V/ O C O M U- O ccnu O i -0 � ._ ��}/s.��I C/) CL Q 7O Cei N Q IN ;{ ,P- - >~ U s N b A\ CD c, i= - trs c U. 0 7 4- ,P^�,,I LMM W cu CIA IL U clu I..L ■ t_ cu L m LLJ Q Z Z Q J d SHEET NO. SH 1.3 MMMO" 1.52 (Les. PANEL OVERLAP BEYOND OPENING WDRQ A S.O. DISTANCE C��fJR:ll Y�__l ORaloe,.alre IH-uwow FRwE 6Oa iALEYd(1 s11 �2 MAIL Po1M6o2 t/2•r.4 W690 FM.[�fj VKI v1Ave r . r , oss WT anxi LED LDFAs10N REsr . r . ANr 2. MART. A1101[ aOW3100-w194 BMW ro1wEa comsca,C cmmwRLTR AL1RL N9R PLIOE t YM' tYDm FR11C_2•1--- ---r»---J Ma rap 1/4• . SOUL. 4' 3Or • ,r oc. �,9s-t,ti an ML9 n ALL& WIJCK" CA1A Nun. ANON CASE B (PLAN) SASE C PLAN) CASE D (PLAN) SCALE i/a'-1' WALE 1/4'-1' SCALE 1/4.1 PANawe SMJD-SET OR chi I 1 ,O ® OR cac6uE r �p woeonw a % pA�EL1r6ED P�ua(IQ PotIREO 1 1 OR n4 .em fors a aroM SOHLTAAE DN H ltli 9, Cowcam ILM TRaEs,� 4 rMRE IEOUIRED : AS AIMLIAIRE % IO a ,1) CRANE r lAa 1 1� REWJPM $ 1 V '© OR® Z!1 `'laiK i(aAN°nw1a DLs w in ro r IBM.1 WILL (NELSR art so PANEL) --- �pk; u 9,; - -J c CASE G (PLAN) N�M�N~A 1.1Rnt .'l{.a ": l!(c�, SCALE I/4•.t• .0 • r x �;'�'`\CEN.(I_• ✓•� VALID FOR DURW MEANT INSTALLATION ONLY a SURA "f COMM PANEL NSTALATION AT WALLS W/ AIY1 II1c7 SURFACE LEVEL VARM7XM WITHIN 3/1 CASE F (PLAN) SCALE 1/4'1 (VALID ONLY FOR PANEL iQISIALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 k 7) MAX. Ai DESIGN PRESSURE RATING (0.0.) IWUORA:t ANCHDR6 WAM FOR E.D.- AS SHOWN ON SHEETS 6 A 7 A/4111GB1EVMRUM TO re.Wt'- �^'�'""' OF THEM LEKvm T'• (1L) TAPCON LAD SCREW PAAINNE D PLIEUNIE pANELeNTE PLUS MOOD OUSHM 13*7S' tr 13' Ir W mm Ir Ir Ir IV Tearmi e 1/2' s 1/2' a 1/x' a 1/2' a 1/2' (Top) - - 6 1/4• 12 1/1 6 ,/1' (aOtLy 5' -0' (tom � 6• e• r e• - a Olm1QU tY 13' 13' 3 Ir (TOP) +46. -45 TOR OR ESS 13" tr Ir 13' Ir 13' Ir 13' 13' 6 t/r • (top 13• tr 13• Ir 6' lW (e01f0N) 6 1/2- a,/2• 6 l/r 6 1/2• a ,/2' (10►) - - 6 1/e 12 1/2' 6 1/4' (pOR!) >r-r TO 4 1/2• f' a 1/r _ 6 1/2 - (10P) l4•-4• 4 I/2• 4 1/Y 7' 7' - h' (WMM) Ip 1/r 9 //2• 12• 1r 4' (10P) }• 1]' ,3• 13• a 1/2• MAX. A. SJ7 DESIGN PRESSURNE RATING (o•af) MAXIMUM ANCHORS SPACING FOR ED• - AS SHOWN ON SHEETS 6 A 7 APPL1016LE 10 ! ANY OF THEM llAxrNM PM41X .L. 010 TAPCON TAD BCNEM PANELINIE FEMALE D PANELYII7E PLVS WOO) BU9010 ,J• tr ,J• lY 73• W Ir 13• 13' tr r ,W (aonao 6 1/2• a ,/r 6 t/Y 6 1/2' 6 1/Y (1" - - 4 1/4• 12 1/2• 51/4• MIT..)e'-0' 1. OR LESS 7 ,/r r r e• pOWM) w • Ir 13• Is, Ir INPT +45. -0 To .75. -75 13• 13• tY 13• 1J' (BOROY) Ir Ir 13, Ir 10• INIr Ir1Y 13' 6 Ile 1W pmrw) e I/2 a 1/2 s Ilia 1/2' a ,/2'IN(TOP) - - 6 I/4- 12 1/2• 6 1/4' pff (Bi I )'i 4 1/2' S' 7 Ir2' 7 I/2• - (tOFi r y 5• 5 1/r r 6• - >• ODt1OM) Ir 12' Ir t3• 51/2• OOP) tr t3• tY t]• trJOR (6OTOM) • SEE TABLE /1 FOR MAX. A.S.D. DEgGI LORDS At MAX. PANEL LE GTHIS WIEN SPACER IS • SEE TABLE /1 FOR MAX. LSD. DESIGN LOADS t MRK. PMNEL LENGTHS WIEN SPACER ® ISI USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 1/4•0 TALK ANCHOR • r MIn S6--sLPAAA,O E TO OLAS s E7aSANo _70 E.D.• y wNmm 0R N:OHCRE7[ nDUL � REYHOEO. : 1/4'0 PA11[UN7E p}LES_ AND= O 12 1/2 O.C. Y,aLE iT s A.S.D. DESIGN LORD PO4EL LENGTH 40 PSF OR LESS'i > 40 PSF TO 50 PSF 6'-2• > 50 PSF TO SO PSF 5'-10• A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS w/ PANEL MATE MMALE 10 OR PANEL MATE PLUS ANCHORS k W/ M:r I/2. O.C. --1 -.. I v M_ PANEL LENGTH - (SEE ELEVATION ON OEET tIO 4 L/2 SEE sim t► • ,S IN mcmm TIPS AT VACM FOUR OOTmLAilOR6 will soon FI OOJyNm LA/Mw AMC"" VMWM AM WMWW UK 0514110E AM #NAa D ON THE; M+EDYIE MR EA UM It" OND16om on m u1E =in Now we w N MXWLYAO WAM SOW ON SOW" IN Tit MMOOM FACRM IN THIS opeomm ro OF ,Ell r2D SWM COPMM LUC FACM TYPAL Nor SE Len TWA EMLIN 6NCfW OOMTM FOR M41 ANCHOR HYPE 6N TM SCWOAE. Iry1 I/4•. mOO TW$ _ WPM PUMP mum" now vR 00 3 3 •FMRwM OwW Na3 3 3 3 3 1/2 MIOIWw aw.w rr PiJ mom m NSW om NBNII 11r- 2 teraal — r oso ,m 31 BUILDING CODE MAXIMUM A.S.D. DESIGN PRESSURE NO (R.a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHIEDULIE FOR REC:! AR STORM PANEL n INsTAI! ATIONs INTO CONCRETE a CONCRETE BLOCK sTRUCTURES (VALID ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 k S) MAX. RSA. DEs1oN PRESSURE RATED (P.af.) MAXXAM ANCHM ffiMCwD FOR NO ED. PER SCHEDULE ■LOW APPLICANUE smnom lF wt v (Nt•) OEMW%MAX Atli PHi NIXON (y.f.t.) MAMA ANCHOR$ BMCW FOR WI ED. PER 9pRIA DL BELOW APPLICABLETO WJd1YM 1EN07 1• (/L) 5"1PEOPLE D PLUS 7ANAC-t1AlUN CALK-w A �, tAPCON $OLD-$QIXMAUE AD RW 2MYIC-N1$W GLN-w r �, A W W W W W OF 11EM W W W W W W of THEM i -4S OR LEN +r 13' Ir Ir 13' 13' tY IF t3' ,r IY 13' t W_r OR LESS �-4• +M, -65 ,r Ir /r lr 1r 1Y lr 1]' IY Ir 1r 1 1/2 t ) W-r ON �•• +r 1S' ,Y 13• tr 1r Ir ,3• ,r ,r 1r ,r I ($0110M) Ir ,r ,r Ir tr tr Ir Ir 1r ,r Ir t 1/2 1 (BORON) it I ,r Ir 1r 1r +r Ir lr ,r ,r ,r la• 2 (TOP) ,r Ir tr tr Ir 13• tr 13• tr tr tr 11 1/2 2 (TOP) ,r Ir Ir Ir Ir Ir 1r Ir Ir Ir ,r lY 12 (OM"T M) 13• Ir Ir tr Ir ,r ,r 13• Ir 1r lY 1 , 2 (DMIOM) ,r ,r ,r tr Ir ,r tr lr Ir Ir Ir IY 3 ROT►) Ir Ir Ir 1r Ir ,r tr 13• Ir Ir Ir , , 3 (TOP) ,x 11 1/2 a 1/4 6 ,/4' s //2 12 1 - - e 1/4' 6 1/4' s (BOTTOM) - - 2 1 12 1/x 6 1/4' f l/s 1 + 2 Ire - - 6 1/4• $ 1/4 3 OIORDoM) r r r r r r e• r r r e 7 I/2. 4 (r6q r 5 Ili e r e• 6 1/2 Ir 7 ,/r r a r s a (TOT r - r - a - e• - e• - e - (BO116M) r - r - r - r - 6 - a• - OICTIV10 i3• ,r IF ,r 1r 13• ,r Ir ,3• 13• s• Ir (TOP) ,r +r ,r ,r ,r ,r Ir ,r lr Ir 13• „ , (l1» ,r ,r u- s• ,r 1r ,3• 1r s• +r ,r s• s Qeml6h r r Ir Ir ,r ,r Ir Ir Ir lr Ir „ , S (loTtoN) ,r Ir tr tr it tr it tr 1r Ir 13" Ir a (WIG Ir Ir 13' ,r 1r Ir Ir Ir Ir Ir Ir 11 1/2 6 Mn _ - 6 1/{' 6 1/4' 6 Ile 6 1/4' - - - - 6 1/4- 6 1/1 $ GIOTT.» - - 6 Ile a try• 4 1/4• 6 I/4• - - - - s 1/1 6 1/4• a pOR.» Ir $• Ir 101/2. ,3• 7' ,r 7- 7 1/2 3 , 13• 4 + I (TOP) >5,�, TO l4-Y Ir r Ir Ir tr 6 1/2• Ir a 1/2" a Ili a Ili Ir 5 1 1 >5'-r 70 •'-•' ,r r Ir Ir 1r 9 1/2 ,r 9 1/2 10 1/2 7 1/2 +r r 1 (a01f611) Ir 7 1/r 1r lr 1r t0' Ir to' 11• r tr 6 t/r I OIDTIOM) Ir r ,r 10 lre Ir r ,r r 7 1/2 5 1/2 ,r 4 1/2' 2 CTCi Ir r Ir Ir Ir 6 1/2' Ir a Ili 6 t/r 6 1/r Ir 5 1/2. 2 (fop) Ir r Ir I3• Ir 9 1/2 Ir 9 1/2 10 1/2 7 1/2 it S Ili 2 00"00 13• 7 1/r Ir 13' Ir tr Ir Ir ,t• r +r 6 1/r 2 p1ma0 tr r Ir Ir jr a 1/2 Ir 9 1/2 10 1/2 7 1/2 Ir 6 Ili 3 CTCF) ,r 7 1/2' Ir IF ,r to, Ir tr 1t• r IF 6 I/2. 3 (TOP) - - 12 1 12 I 6 1/4• 6 1/4' 2 1 6 1/4• - - 6 1/a' 6 1/4• J (BORON) - - 2 1/2-12 1/2 6 try' • t/4' x 1 12 1/2 - - 6 1/4' 6 Try• 3 (e0T10M) r r r 5 I/r r 3 1/2• r 4• 4 ,/2• 3' 5 1/1 r 4 (TOP) 7 1/r r r W r e e• 4• 4 Ili 3 llr 6 1/1 3• 4 (TOP) 6' r 6• e• $ In- 7 1/2• (BEITMlq r - r _ a' - e• - S 1/2• - 7 +/2' - COTTON Ir r tr 13• ,r 9 1/2" Ir 9 ,/Y 0 1/2 7 ,/I' tr r (TOP) 1r a t/r Ir Ir Ir ,r tr TV 11' e• lY 6 1/r 6 (TOP) u r u u is 9 ,/r u s ,/rot 7 1/r it 6 1/2 (BOTTOM) lr a 1/2' +r 1r ,r ,a tr to• ,r r ,r a 1/2• s (BOYtOM) 1r s• ta• ,o in ,r r ,r r 7 1/r s +/2 ,r s ,/2 a (r0/) a e• ,r a Ir a //s' Ir a l/r 9 ,/x a 1/2' a• s 0 • (LOP) 6 1 4' 6 1/4' 6 1/1' 6 ,/�• 6 , 4• 6 1 4• f (BOTI.» - - 6 try' 6 f 4' 6 1/4• 6 try' - - - - S I .• 6 //{• 6 (BOR.») w2 SNAT 1t FOR MOM RIFE a SPOON FOR W1 LLAU M WYO 116m PWAE aMDwn • MM,w m M OMCOM NO IReRM EDEE OWAMCE AM IIO1OA= ON MIS $CH O" FOR EA. LOW TWA NDMM ON BMMU MU AI101IOR VACm Of WUMLVM SPOON MOWN ON ECNi F M FOLL6OND FICTO# FOR DU OPOVA= W IS POBML REDUCED 9MCO0 COMO TOO FAMORWPROMPTED OWL NOT BE LOS Wft WO&M SPAOO lATED EON LW NC MR TYPE ON m samiuL APKM TYPE 1ryI1 1/s•. 1ry>r Iry1 l7i 1/4. ,.ow 6aowr afPe+sw arx-w wow A/eaNOR s►waa (a) ] a 3 a 1 yr 2 1/2 216Mr1 TOO •d 3 a 1/A• r a aMIANNn I-o4 11Nw 3 11/r ] tn' l /y 3 t/r 4 AflIBL OIBBBDE 2 +jr an -- 3, - I--'Im tm •• SPACINGS ONLY VALID % SPACER IS USED. SEE � /1 FOR MAX. A.S.D. DESIGN LOADS A MAIL PANEL WHEN SPACER IS USED. 1/4' WAIL 0 ----a--ANCDRS (SEE SECtDN4 a ALTERNATIVES ON SHEETS I& 14, 15 It-IA/13, kiii 3, 0-3A/14, R-1 R-HAW/15, R-2AW/15. R-3AW/16. 0 0 0 0 �INE.l1 A A". on" LOW MA101N)Y PWtL IDIOM 40 PSF OR LESS 6'-B• > 40 PSF TO 50 PSF W-2- > 50 PSF TO 60 PSF 5'-10• A MAX PANEL LENCT/IS ARE ONJY VAUD FOR INSTALLATIONS W/ SOLID SET AN04ORS A W/ SPACER AT 12 1/2. O.C. FLORIDA BURRING CODE (Nee F B-n/14. r Ali s, R-38W/16. I' ANN. 0�:� 1 I 1 4Y-2OxI-'S_S. BOLTS it t V E (USE FOR PANEL LDDtH I MAL PA/EL LENGTH OVER T167 ! RRaAAR Si���RpplyyE SHORN PANEL RES" PANEL I r-r • .Iaq -40.o P.af. i ____L __' \, _ . ' _____________.___ M/tMR1A/YD PANEL BRIM BOLT) .- - --- --- 1 - r - ---L- i 7 ' } ''- r-w • +wA -Sao Pat. i . I L_ -''_- ..-..- /• 1 _ 1__- e. __-i. -. l �' (W/O ONtRB/E► Im PANEL LEINGrH BOLT) IJFE OBI PANEL � I t I T tL I _ A USE Y-s• MIL vm+a LDEQIN ( 1/4a-2011i + af0ay _ _ _ 1 _ _ i _ _ _ _ _ _ _ _ . _ AT ALL IIOUIIII1N65 BELTS W,�ca9 t, AT FA. OVEN AF I I j r— _.__ _ __ __ 2S IIOTGiS AT STUB I _ _I _ __ F __j i I / TION a L.RE SAF[Iii E t 1 a i PANEL BOTTOM CORNERS i G 11 j iI 1_�..-.� _-.�._--L----------- L-OAEIWN= Ww6 NUT AT i R WED NUT AT r MAE' LEFT PANEL RDHT PANEL r zay t WSTAL1Al10N5 OLY 1/NA FOR ,END I• MN. R-tA/13, R-2A/13. R-SA/14. R-18/13. R-20/13, R-3111i I• MKI SPEED UP TO 170 m.PaL R-lAw/16. R-2Aw/Ta. R-3AW/16. R-TRW/15. R-2RW/1s. 0-3011 (SEE WCTCW a ALTERNATIVES ON SHEETS 13. 14. +S !,6}--_---------_ 1/{• MAX. OAP LIFE SAFETY STORM PANEL n ELEVATION (t) •�jl�/ 2.N7' SCALE 1/4•_,' �• - STORMPANEL -- (PAL WORA� ► -1 OW VALLEY) r - STORM RNHL i caa=°==c=----------=c =_nca------=__'----_----- LY" 'L,� "I 1 IY TAPCOI . I AMCIDR • r O.C. - 1 SfAo0ElE0 W/ STUD 1 ,�: •,Aar � LIFE Pi o T * : ,<t 5 FLORIDA BUILDING CODEMolt Visi NMTTiaons Zone) EXTERIOR�F' �OR(pA 'j�4N� *no ILUM M 24 GAGE GALVANIZED STEEL S10RII PANEL , W. PROTEKN1EL1ECOE.ePRODCLLC. WIVAM OW. SECTION A -A 4m LIP. 9so= SWC FL 33314 SCALE ,/- 2wc p24)Em•sw2 20-175 MW PL UMANDRW/rn 1y a CoaM m. ACA ., P.L fe t2 O 16 I v MAX 6• PANEL LENGTH (SEE ELEVATION + ON SIM 12) 1 1 1 � 1 t / 2'.4• Wi PLATE J4•f TAPCON ANCHOR • r D.C. STAGGERED W/ STUD 2-1 WOOD JA pm-INEL WALL.MO SCALE 3/8-1' 1. INSTALLATION ARE ONLY VAUD FOR AS.O. DESIGN PRESSURE RATINGS (p.af AND PANEL LENGTHS AS PER ELEVATION ON It 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE We 2. W/ SPEC>FTC DENSITY OF 0.55 OR EOUAL. �a LL a0 2•n• NO QG PRATE REQUIRED l: 1T'i 1s Nil !aiali�]T'I>f ■ �f/R7i.. ,.I1.. aG nE -. v IIAR `. PANEL LEADM (SEE UMTION 1 ON BMW 12) l,J i 6' t72ooa� I MAXIMUM A.S.D. DESIGN PRESSURE RATING .mi AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEN INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANELO INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 Nll 5) /NIT. LSD. P �� YA1uRM ANCADRS SPACBD FOR AW F.D. Pf7t $C,EDULE gnal6 APPLKVeLE wtawM LE GT (.l 1MK A.S.D. P$03sm Rhim iP al.) YAILaNUM ANGWRS SPACND /OR YN EA PER lCFDIRE BELOW TV �='� 1NYARM tEMM (~) TAPOON SOLID -SET FEMALE D ub n 7NNC-NMM OYJ(-w 6 OF 1MN TAPOON LOUD -SET lAW1C-IIA6� CAU(-M r W W W W W W W W W W amomajimpmlemw oP I"EM -m +75. -7eIr tr 11' 1r ,Y tr 7r 7r tr ,r ,r tY t0 , S,-r 011 LESS �-7• .,na/B6 tr r 13• o , IF s , IF S t/r 7 , 4 t tr 4 , ,(TOP 5,�, OR �• O' „• ,r U• tr 13' 13• lY Ir tY 1r tr , OD110M) Ir 4 //Y ,a' IS' ,r r tr 9' to' 7 +/2• Ir r 15iiT ) 13' it' Ir Ir tr ,r Ir Ir Ir 1Y Ir Ir (WP) 1r S' Ir O , Ir I I/r Ir 6 1/r 7 llr S 1/2' it 4 1/2' 2 (M IS' 11' ,r ,3• tr ,Y 13• 1r it la" tr IW 2 (6wm Ir r Ir Ir tr 9 1/r 13• 9 1/r O 1/r 7 ,/r 1r s we 2 mairim Tr 1t• Ir tr Ir 1r ,r lr Ir 12• ,r lr S (t0•) Ir r Ir Ir ,r I ,/r Ir 9 Ili 0 , 7 Ili Ir r 3 (IDP) - - 2 1/1 12 1 6 1/4• 6 1R' x 1/Z 12 1/ - - $ 1/1' a t/4' 3 OGR6N) - - 2 1/2 2 1/2 b t/4' s ,/4' 2 1/i" a ,ry' - - 6 ,/l' 6 1/4' 3 (e6nDM) e' s' r r a r r a 1/2 r a r 4 1/r {(TOP) r r r 6 1/r r 3 1/2• r V 4 I/r r 6 I/r 2 1/2' 4 (TOP) r - r r r - w - (eOTWN) r - 61/r - 6• - r - 61/2' - 7• - (BOTTOM) lr it, Ir ,r lr ,r tr ,r it 1r it to (W7M Ir a I/r ,r ,r Ir r Ir B ,r 7 IreF13 13• It• Ir 13' Ir Ir Ir ,r Ir ,r ,r Ir pones) +r r Ir ,r Ir 91/2• 13' 0 I/r 10 / 7 1/r w a (sumom) 1]' 11• 13'13•Ir Ir Ir Ir Ir Ir Ir to' s crop) Ir r Ir 10 , ,r 4 1/r ,r 6 I/2• 7 1/2• 5 ,/r4 1/2' (AF) _ _ 6 1/4• 6 1/C 6 try' 6 1/1" - - - - $ t 4• $ 1//' 6 !') - - 6 1/4• 6 1/4• 6 1 4' 6 1 4' 6 1/C 6 1/4 - - 6 , 4' 6 pOR.»)TO Is• 7 1/2 ,r Ir ,r ,r 1r Ill• It• r ,r 6 , 1 �,_r 7O •-•' Ir s• it o, ,r 6 , ,r s, 7 , s , . , , >r� TO r-r 7 1/2' Ir ,r 13• 10 1/2 13' 10 1/2 1 I/2 r Ir r 1 (BOTTOM) tr 6 1/2' Ir 13• ,r rr 9•to• 7 1/2' 6• 1 (WnmoIr 7 ,/2• Ir ,r I3' 10• Ir to• it' r Ir a 1/2, 2 (TOP) 1Y r Ir ,O , Ir a ,/r lr 6 ,/r 7 +/r 5 1/r4 1/2. 2 CMP) tr 7 I/r I]• Ir lr 01/2 Ir 10 1/2 1 / r ,r 7• 2 (e0RO0 Ir r tr Ir Ir 9 1/2' lr 9 1/Y 0 1 7 1/rS 7/2' 2 (BOTTOM) +r 7 1/r 1r 13• 13• 101/2 Ir l6 t/A 1 ,n r Ir r 3 (TOP) Ir r 1r 1r ,r s 1/2' Ir 9 1/2 0 1re 7 1/r r 3 (Tap) 2 1 2 1/2 a ,/4' 6 1/4' 2 1/x $ t/4• - - e ,/4' a l/4' 3 (e0TT0N) - - 2 1/2 12 1 6 1/4• 6 1/4• 2 1/2 6 fry• - - 6 1/4' 6 11C 3 (BOTTOM) 7 1/1• 3 ,/r 0• r 7 llr 4• r 4 1/r S• 3 1/2• r r 4 COP) r r e' 5 +/2• r 3 +/2' r 4• 4 1/r r 6 1/2" 2 1/2' 4 (TOP) r - 6 - e• r - pOT7oso r - 61/2 - r - r - 51/2• - r - (BOTTOM) Ir 7 1/2• Ir Ir Ir to I/2 13• 10 1/2 t , r IJ• Y crop) Ir 6 1/2• 13• U• Ir r Ir r Ir 7 1/r ,r r (rap) 1r 7 +/r lr 1r Ir 0 , Ir o 111 ire r 1r r s (a6TtQ0 Ir r u tr 1r 9 1/1 13• 9 1/2' O 1/2 7 1/1 Ir r s INtorrOM) 7 1/2• tr fr Ir 10 1/2,fY 0 v , , r tr r (Top) ,Y r ,J' ,r 6 i/Y tr 6 1/2• 7 t/r ! 1/r tY 4 ,/2• a e14 • t r s,a 61/r 614 6t/r a �) s+ r $1p• 6t 4 a, a airy• 614 e THE OW II FOR ANMM HK 6t WVZM MR WwUllde WO OECD MM MIta6104 • IMIww ANCHOR OAGMa NO MOM 070E 06TMKK AM MNOem ON VO 9CMONAE TOR C.D. LM TWA $90D= ON sLYlDHRE REQLE ARCHO sMN$ ODF WLIM TPI,NVAM OHOFM 0- EMMU 6Y M POIlo6f0 Fw.•IpRa FOR AM OPOM710N W SE M OOLL M M SIMON O VMM UNO FACTOR OVAL Not SE LAM INK N AO ORION OCIOOM FOR EACH ANON" TIME oN WM •• MICIM TONE WPow f0A0-MI OMA-. RWmRM memo WNW 0.) 3 3 1 1 a 2 I/r 1 In ME161aRARY 0V 3 3 I/2' r 3 i 1/a• ] 06Tw1aer3 1 a a 1/2• 31/r a Ip a,/r 4 ACRY$, m O I Tir _ --- 2 t m9 r all J. too 'AD- 1m ONLY M I WHEN SPAIYR LS 114E0. SEE 1 FOR YAX. A.S.D. DESIGN LOADS t 11A%. PANEL MIFEN SPACER -DESIGN 7lME.l1 A A.S.D. DESIGN LOAD MAXIMAM PAN ' LZINGIN 40 PSF OR LESS > 40 PSF TO 50 PSF W-2- > 50 PSF TO 60 Pi S•-10• A MAX. PANEL LENGTHS ARE ONLY VALID FOR DISTALLATIONS W/ SOLID SET ANCHORS A W/ SPACER AT 12 1/2. O.C. • L • L� • �• A • •► :� _ • L fails3ofmiX14 L•7 ,I •: •\ y • L iow J.-. _. _I a at IPA Ine. -- a C L Coup IOOOI 1 i �. - ;:: -. ' I . PANEL LEMOTII (SEE ELEVATION : ON SHEET 12) ! 1 I PANEL LEM M i (SEE c"T" ON SHEET 12) 1' Gin. t0 DIAS& ) I,r— v2Ir E.D.• EDA I '. 1 IV, 1 MVr ', I sWKOCI I 3/1 •�[' t/4Y TAPCON V" j�/4'Y TMCOi - ANCHOR 4, r O.C.EXISIM POURED CONCRETE OUKO CONCRETE ANGER • •' O.C. -CONCRETE MACH WAIRRED. OR `INwBIDLX RE EON[!) m WALL WU1iMNGS SCALE 3/8.1- PLATE REM 9g MUM IS r 14 MR AWCHM TYPE a $F$4" FORMpILATCM ANTo UN PANOMORL$I INpt OAND MOw IDLE OISAMM ARE INDICATED ON tIM M sONON1L N ED. LESS 7WN MOM OWNaclltouE REDUCE ANCHOR DIAC6O eY MUUM ND $Poem $"M IPA sa+mwE BY M MLLONO fACNM MR THIS OORLAON W M PDSfs4 REDUCED 9IAC6O OSTA,ED teBO FACIA OWL ,OTT Q NSA AWN 11NMM SMCwO socog D FOR EACH mIC110R TYPE aN ,me SewaKL Aloes 7TFB 1/s•R "POW MINIMAL NOR OMO 0 3 •NfwRrM oN..r py AwrMWsa 6rw A O, a a ANK m eBOIZ W IRESOR t ,p' 03a : 1121 a,t r a,f -- a+ - - LA7L IEUGIN MlT10N ET 12) WALL SOLE 3/e-1, L{�S 1. INSTALLATION ARE ONLY VAUO FOR MAX. A.S.D. DESIGN PRESSURE RATINGS (P.s.f) AND PANEL LENGTHS AS PER ELEVATION ON SHEET It 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUIHIM PINE No 2. W/ SPECIFIC DENSITY OF OAS OR EQUAL. E.0 • j I- D. I N I 1 1• Yn. 1 1 1 4'Fw,1 ExISrltl4. YToaLNL4s. ' I/4Y-u01• I, . OAASSSS _- _ RA -'-..:::- dTC /aI Ma TO, CA/d5 B - I IDiW1 Oar ri A I p H I AX Y t PANEL 1E11GfN IL ,_ _- , - 6• PANEL LEAmw ON 91EET ELEVATIONEE B I OON 111 EI (SEE �ETA 12) • �^ I e - , - -- i 0 1 a ; H L/2 1 EO ,"�Licl lym ,O1s .qs 6A1s NIO6 1 .12, 9e .u1 on 1/4'41 TAPCON 1/4'0 TAPCON ANCIDR • S' O.C. ANCHOR • r O.C. E70SRN6 P'QAED CONCRETE OR EASTw6 POTHER CONCRETE OR `COlICREIC eLocK REQUIRED. '--Z47EICIIETE BLOCK REQUIRED. WALL MMMINGS SCALE 3/5-1- ' N0.44167 FLORIDA BUILDING CODE Noe fth Wool, multi Zone tt ' .• STATE OF ,'Q• flame ,a1m0. a 24 GAGE GALVAi STEEL $fORtI PANEL F.P. SSAsow O R M�� AL PR=CnONI PRODUCTS, U.C. IiApq NA / A1a a ,. a Awes f�a P.aNw RAW. ti 3aH4 mwNHWI n w��w .r,-1r PIHae lwNlr-7s16, Rm INHRBF-9N2 20-175 Pt !AL/OrYV1O,rA[ htwluw tr w 000f7++• Pi '- sm.3 AM M FLORIDA BUILDING CODE NX ENaM EVATION ET 12) -6--a 4) cn N 0� U 0 Q O .� .0) ca U � c O O O O `v O `v 0 .� L I- VJ Q N �/ ►` MO UN r_ 1 1� LL A !� Z O s` U (D (vi (� 1 r i i Cl S_1� C C C U O a .� aQ '%�- L -� OW cn �^'• W CD U CL 1� U c 0 cu W Z Z Q J SHEET NO. SH 1.4 --4 At" j� MEMO --rddes P -T =(c-D P-25 F SEE NOTES . 3. 4 IS (WrER�Oft PANEL) IS (INTERIOR PAN (INTERIOR BE PANEL) (END PANEL) SEE NOTES 2, 3. 4 _IPLTM PANELS W/ 1/40-20 S.S. T. .1. A. OVIEF (SEE . RF PLWAW I L I AU,%W" PROVIN INDLE TO FACILITATE INSTALLATION IF INTENDED TO . RISI Lr4. V -11 LAST PANELCD TO BE INSTALLED AT EACH OPENING SMALL ALWAYS BE INSIDE OF STRUCTURE 1 PANEL LENGTH 40.0 p...I. a - 1 AP' BOB OF 'L MAX. SEE NOTE 4 3 m., L. KITE 3 ANCHORS (SEE SECTION EZI A, ALTERNATIR EZIW ON SHEET ..b,EZ11/18, P-EZIW/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL njSYSTEM UP ENGINEERING ENmimicicRiNcp IEXPRIESSO PRODUCT EVALUATION REPORT September 15,2= 17889.1 - R2 Application hk~ EX Projed Number 20-311543 Product Manubcauser AN American ShUden; and Gleas Manufachantir Address: 150 Donne Road W" Palm Beach, FIL 33409 Product Name & Deser"w: 249a GaNanized StW Slarin Panels Ligge, Mite" Impact Resistent Scope of Evoluadon: This Product Evoluation Raipod is being "ad In With ft MWINNowds Of ft Hart" D"Bilimard of Susiness and professional Regulation (Florida Building Commilialon) PAde chapter Nxted above has been 6102D-3.005, FAC.. for steanvide acceptance per Method 1(d). The product r tesbad ancilor evaluated as surninalizad herein to show coffowme with the Florida Sulkling Code Seventh Eddw MM arx! it. for to purpose intended. at WW @PWAvalext to that required by ONE Code. R*4wakob OfVk product 9W be InKildred folieving pertinent Florida Buildift Code woocaums or an Substn~ng Dab: PRODUCT EVALM711061 DOCUSEM EX drawing 0"1543 Wded -24ge Galvanized Steel Stoirn Peneas (HVW & sheeft 1-5. pirepered by Engineering Express. signed & sealed by Frank Sennairdo. PZ Is an lrftgtW part of Oft Evalusilon Report. TIEST REPORTI Lkwomn , structural parliannence has boon lessed in accordance with TAB 202 test standardis per Beat reportis) SOT-ASG-1 7-M by Slackwater Testing. Inc. La 9 ""Is Impact resistance and cyclic loading performance, has tom in accordance with TAB heckwahir Testing. Inc. rg 201 mid TAS 203 Wd standards par tog repor!R(E) 4111ST-ASCII-1 7-001 tri 8 STRUCTURAL ENOWERM CALCULATHM Structuml ectionearing eakuMfts have bow pripared wtkh avalude the product based on comparative andfor rationed analysis to quaft the following deep critana: 1. Maximum Allowable Spans 2, Minimum Allowable Spans 3. Minimum Glen Separation a- Anchor Spacing 260 SW 121- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 -0660 1 (866) 396-9999 (954) 354 TEAM 0 ENGINEERING EXPRESS. CON IENGINEFRIINGEXPRESS.COM -43= 1 -1 J V AAW B" ui L1% 6-1 AM -Y A NOTES (1). gNMj&:W 2DOO: E-Z HANG STORM PANEL SYS" + Cook. TRACKS TOP & BOTTOM. C (2). END PANELS SMALL ALWOkYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP W %) SMALL BE PROVIDED AT TOP OF SUCH PANELS. (3). IF END PAWLS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SMALL CONSIST OF 1/4-0-20x3/4- M.S. W/ 7/8*00/32" WIND -00/4- Min. THUMBSCREW KID TAPPED BOTTOM NUT OR 1/4 TRACK. LOCATION OF FASTENERS MAY BE AT EITHER OF TWO EXTERIOR FIAT FLANGES OF END PANEL. k4)- IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i- A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO PANELS SMALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) ABOVE. MY SUCH CASE, CONNECTION OF PAWLS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. t INSTALLATIONS ONLY SPEED UP TO 170 CODE ENGINEERING Page 2 of 2 All American Shutters and Glen - 24p Galvanized Steel Storm Panels No U% incIressein alloweblestraothes been used In thecleagn ofthis product Separation from glazing is not required for Installation outside of wind zone 4 mW essential faciNee. IMPS Large Impact Resistance has been demonstrated as evidemod in previously Isted NO reportis), and Is ct Resinance: for in the anigineerding design of this product. Mnd Load ReWstance This product has been designed to nWd wind Wads as Indsontex! in the "an scheNdule(s) on the respective Product Evakn*w Docurnert #.a. engineedrig drawing). Insafilaidon This product shal be koWW In Strict cw"wM with as raspective Product Evalundim Doct~ O.S. engineering diewing), along with sit campowds noted ItHerain. Product components shall be of the avres" specilled in that product's respective Product Evaluation Docurnard 0.9. amillroeft drawft). UMIftdonis; & CondidDirlill; of USO. Use OF Oft prodURA Shel be In strict accorcliance with the resplective Procluct Evaiuslon Document Q.e. engineering &SWW4) BE noted WWn. AN supporting host Structures, shell be designed to reshat al superkriposed lowls, and " be of a ffmwol asked In this product's respective anchor schedule. Most structure condillorns which are not accounted for In Oft prodkeCs respective anchor sehe" RISEN be designed for on a efte-specift basis by a registered onQl-. AA componords which we pwmenentV Insisted shal be protected against corrosion, conbuninaliken. suld other Such dernege at ED times. This "W has been designed for use walk aild outside ft High Velocity Hunicane Zone (HVHP. RespecIfflUlly, ...... .... OR, 15, 0 Frank BennsixtD, PE ENGINEERm EOWES90 NPE00465491 CerL Auth. 9985 260 SW 121- Av.1mul) SUITE 106,, DEIRFIELDBEACK, FLORIDA 33442 54 354-0660 (866) 39 _9999 TEAM 0 E:GIMffAI%G IExP:Es9. COW EsG1 BE tim Exi, ts com 0UW P=WN Y, �44 �L-1 0 ]j T, W.: T 7 TTOM CLOWU DMIL N NV Hit! IV NO 'i 1/4'o Wx 15Ae TER znaw- ANCHOR 0 12' 0. SCREW, 0 FROM EDGE OF 4 so 04 I' WIN. 1/2" to PER Feel I pop I hal - - W-a- MAX PANEL LEPCM #---SPWTM- TO GLASS or-v THUMBSCREW 1/4-0 TAPOON mom 0 Ir OLE OR RLOCH CONCRETE BLOCK REQUIRED, WALL MOUMING WALL "II17ING SECTIgN JEZI ALTMMTM E21W SCALE 3/8-l' SCALE 3/8-1- HIM MIN. PANEL 1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. DESIGN SMALL BE 2*-S' PRESSURE RATING +/- 40.0 p.s.f. AND 6`-0* MAX PANEL LENGTH. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS M SE SOUTHERN PINE No 2. W/ SPECWX DENSITY OF 0.55 OR EOUAL ALL AMERICANSHUTTERSAND GLAS S 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HIVIHZ) WIDTH UPNAL,IMrrED ERA TO EL SPAN) P TOP MOUNT (CONN TIRE AS REQ-D) SBffnT A ONN S OPTIONAL 4�20 STET H BOLTS WITH WASHERED WINGNUrS FASTENED F- OVERLAPS 0 PUDSPAN III. APPROPRIATE SPAN TABLE) PLAN VIEW Z of U, I; Ro. 56" WE] BOTTOM MOU 11 (MAIN TYPE It 11 REQ'D) V I VR �391,j MAY ISE AT 1 0.375'j DOT70M t-l"N TYPICAL VERTICAL MOUNT ELEVATION %SV N.T.S. ELEVATION TOP MOUNT [(�.N TYPE L""N (SPAN ABOVE BOTTOM mw r7, Q AS REQ-D) 9STRUCTION (LOCAnCN MAY VARY) PMOUNT VT CONN TYPE AS REQID) BOTTOM MOUNT JCONN�7 I BELOW TYPE AS REQ-D) (SPAN DESTRUCTION) PANELS MAY 11 111 AIC1,5 AID. :L OPTIONAL )q'-20 STITCH BOLTS WITH WASHERED P .... C ED , , , r% ANCHO ARE USED WHICH !�ATISIY XN GIMIT'StFASTENED 0 SPANS ARSIVE a BELOW 085711 1. ER MIDSPAN (USE !ILE) VERTICAL MOUNT ELEVATION /-2"\ (NOTCHED PANELS) N.7.S. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS (ALL PANEL5) It 0 Ir oc. __114.1' HEX MM TEX ��=OF J -= pop RNET MAIL I PANEL LENGTH V-20.2" 5DX MBSCREW OF V I's TAPCON ANCHOR 12* D.C. 14 Hurricane MAXIMUM ALLOWABLE DESIGN PRESSURES: f&j� 11-ig I . F-s -NoTmN DESIGNI SCHEDULES DESIG N NOTES: POSITIVE AND NEGATIVE DESIGN PRMURESCALCULATED FOR USE WTrH THIS SYSTEM SHALL BE DETERMINED PER Be ENGIN I AC E Na IN E. 5 NED ACCO A WHIMIPANIN CHAPTER 1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN Berle OR UAL TO THE POSITIVE OP. NEGATIVE DESIGN Pp URE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. Pif GENERAL NOTES: IN 11 51 ATl.,.,r.E-.I!MGNEDAND5H-.E FASIUCAjEWIN UJU�� 0=22 Mc"c Act THE VIRIM MSOFTK..§UILDIWrl4� E rION W20 N� N . BRY USEGINSIDEANDOUTSIDSOFTHEHM,12, PI TAS No PROTOCOLS. CONTRACTOR SMALL INVESTIGATE 03 JIST AND ALBUILDINGCOOE A14END14UM WHICH MAY CONMDEMTOALLLOC APPLY. OBSIOR CAMP II&ONO AS STATED HfAEIN MAY REQUIRE ADOTTIONALSITE-SPECIA SEALED ENGI ESPING 2. MO33-L/3%XNCR**AGCIINALLOWAILErTRESS WAS REIN USEDIN THE DESIGN OF TH Is 3. THE ARC �INEER Of RECORD FOR THE PROJECT 211115 1.1.1"1 WII.IC" T 1S..11.eSION I PON L 6U. U TWEINT tf Up, _ EY IGN WHICH &TE g C3. E BYTHEj ""Wr ..7 4. ORDER TO DMATI PRO 4�1-04104 I NTRIXE IN I GUIE A09FLT1%WASPSAiFC5AL`CO HERE CONTACT7HSE RATIONS AS % 5 BE UISID MAY NEWSMEN DETAILED HEREIN 15 GENERIC AND DOM NOT PROVME INFORMATION FOR A SPECIFIC SITE. FDA SITE CONDITIONS DIFFERENT FROM! LIj THE CO N, A LICENSED ENGINEER Olt REGISTERED ARCHITASICONOMS MCIFIC O0CUMfWM OR USE IN CD 1UNCTION WITH THIS OOC&ENT� 6. "'DEMON PRESSURES N7 AM EASED ON MAXIMUM TESTED FN 5 SW Varke Sea jEA Af�RuAoe 3 UNLESS NOTED &rH NAMNRIQ TH, CA M�PLA D OR OTH RWISE EP ER ANDSMALLCOMPLY COMOSION-RESISTANT MATERIAL WITH "SPECIFICATIONS FOR ALU -UM SYRUCTUMr SECTION 1.3 BY THE ASSOCIATION, tWKINUM at INC., APPLICABLE FEDERAL. STATE. ANDYCR 0 AL DES. 1. A�ANSYTORMMNELSSMAURN24GAS�LIt. all. 0. !nORM PANELS SMALL CONPORM TO ASTH "53 STRUMNAL QUALM STML�GdOG 1 . ALL ALUMINUM EXTRUSIONS SHALL BE 6063�T6 ALUMINUM ALLOY. X UUSNOTEOGTHERWISE. AS FIELD #MTIONS PttUEL� MAY BE MOUNTED VERTICALLY OR HORIZONTAL L%AZLI qC 22.1 CONCRETE ANCHORS NO TED HEREIN SWALLSE EMBEDDED TO Pro _CMCKED CONCRETE ONLY. INSTALL ALL CONCRETE ANCHORS PER KA UFACTURERS WOMM DATIONS. 13. THE CONTPACTOP. 19 RESPONSIBLE TO INSULATE OR PROTECT ALL MEMBERS FROM DISSIMILAR PLATERJALS, TO PREVENT ELEClItCLYSIS. IN 24. ENGINEER SEAL AFFIXED "ERE 70 VALIDATES STRUCTURAL DFUM AS -SHOWN ONLY, USE OF THIS SPECIFICATION BY CONTRACTOR, 81. k IN MNIMS & SAVES HARMLESS THIS ENGINEER f0l, ALL COST& DAMAGES INC DING LEGAL FEES A APPELLATE FEES RESULTING FARRUICA17011, SYSTE14 ERE MON,& CONSTRUCTION PRFACWTMICFE46AMD THAT ICKS�LLeDFOItBY�AISTATt,&ROeR�CODESSFAOM EVIAMNS F TH35 LAW. S. EXCEPT AS EXPURELY PROVIDED HEREIN, NO ADDITIONAL CERm�TIONS OR AFFIRMATIONS AM INTENDED, Is. ALTe"TIONS, AD OR OTHER MARKINGS TOTHIS DOCUMEANT 0, me "a, PeRmrrreo ANOMOATI! THIS CERTIFICATION, ? PANELS SMALL BE PERMANENTLY LABELED WITHA MIN I IKU (1) LABEL PF fiEVgtV3.DFEercaNy�imGimEr-OLLOWINGMMRfOATIOMN ALLAMIRICAN SHUTTERS AND GLASS Hj ' MZ 52011A 70`A 0 TAB& F RIOAPROOUCTAPPK ALNUMSER 20-31543 VISIT ECAU.C.10131643 r.1 $1 r.1 ra . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EA . . . . . . NAL INTERIOR FASrENING DETAIL L I'D Z UE ION NNOYE. -SMOUORMS�NUT :ONXIIININE, -QUU*D B&`-Y`M "HXM � �L W - �`Ut I USING ONE (1) or THC O`n- TO, ON arm. CLOSURE, M W MOUNTING CONDITION SHOWN IN ONVOINGS. Ln LU IWDF� ON MM PACE MNGHU, 0 INS, O.C. 9j HOLLOW BLOCK ON 20-31543 �W TAW, 0 Jjjjgjj� EGRESS PANEL DETAIL R�NAL FASTENING -2 250' 41 DOW", 2250 O..75(r UI, 0 11 1A T Z P21Y-J TYR A �i TYP 094' 1.930" 1.030" .062* D94 on, It! o DE, �06Z- 250, -4 2.000- 1-- 0 09, 0. 21 .030' - 21020 2DW. Ar ±FAM @"AN CLOSURE &MAL- i ,.- � V N-V I i I 17�. T- 31 3801, KAX �.Rk&SID o 0 313* 1.007- ;4 --.-14.075'FARELLEN D 5 0 CSO" 12.500"PANEL COVE E6 0 Al M 0 D4 BS. no tLO.M. t ..;a7 -.09or Zj Is* TYP. ti (A INA. .'o. (,)M MGM 957' 0.3-76' < LEC T DWCTWN 3.000--=L70.12V'�' - 0. ReASUNED MATf. �X- 0. 140 OVERLAP 4- A .2S'KAX.. MAX C)RNERCUMPURE ---pgre 23* MAX. MAX. BUILD -OUT I MSTANCE ED I Ifli FLAP 3.820' A- 25-MAX. .500" 1.500 - --- it M Ir MAX. I !N IN �&HER ajXMM OEvUl 1 RED RAG I: Is-'00" D 4M7 G., L.- ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS; PANEL FASTENERS is 12.5' D.C. 2.3- EMP DISTANCE PLAN �N ANCHOR PRE� TYPE inn WM UP TO 61-0* 1 SWAWM up To C. I BMUPTOI#-2c CONIS TYPE C1 C2 C3 C4 DUN a Cl C2 3 OR We" TYPE C1 C2 C2 C4 �aal 33 DONALT UtTRACCH 41 40 #=a- 9.9" 10.2"1 CS" 1 12.5" 16.0' 9.1" 6.V' NNE 46,a* 11.8" SO' IM" 16.0" 2'; S.S 12.5- 610, el* S.S'* 11 R"', 'L 111. 1:. 1:0: 0-1 S*' .4" 314" IZ.511 16.0" 8.1- 5.4-1 12.5" I&D- Ll- 5.4" 33 -1 49 3Z 1116" Isla, 1&0`-1 1601 ILs" Ica" is.ir, 12.d. 12.5'. TS 0 1-3 4' W7 1215" 16.0`1 16,01, 23.9" J' 16.0" ILI" 1.6" 12.9" 16.0 .12.0 9.6 16.0" 24�9" 11.91' 1? If, IGO" il.9" g.r, I '1.". '5--1 7IF -18�or -lir. 11.01, 12'.. 24.1r, 11.9'. q.F 12.1" i 0. IL 0" 93" 12.17 lCV4 itavi . 12, S" 14.0" 11.9" 0.5" 123= 16.0" IISL, 9.5', - 33 ;tl 41 4a 72 IZ.5` 11CO'* MW If.a JLZ.5'- ICU" 1361" U.4" .1.. 12' 15.0* 140' Ile" il.91- 161011 161011 IS.W. il's., Jet- ILE- !!E 12*314 11LO' ME" 10.7" 12.6, 12,V ls.a, IS&* 16.01 14.4" 1�.Y, 12.T' 12's- alt 1M MV 12.5', 113" 16,0, lz�5- lCON 124514 10.6- LOE 12. 5. �1&tr _1!�.E 16.0. lZ.5-- 10.6- -.V.- 33 41 441 79 12.F LIS, 12.11 14 d- 1115*018 019" ICU, Isla. 12.3" IRA" , , MW - 14.2" 12.V .11. 16.0' ICU" 18.0- 15.6LI 12.6" l.L.211 IZ.!rl MO. 16.0r. 24.1 nLr IZ5- II&D' 15.5' 11,21 ttl- �1101' 1611,011 "1. 31 Z' L&N' 116 0" IlLf"I Mit"I 116.01 2 EDGC DIUSTANCE 3tld`,X-VWCWDW 33 48 33 4 49 a=- 6.25- �29'- 1 lz� 303 6.2S' :I. G.B. 16.4" 6-15, 6.2s. 6-2T, L2.r 1 2,5. 11-7 9.3- %T � & 23" &T,, a, 1,3 23 1: . - 6.0 5.8 C2 I .00p, :25 N 12.0- 4.9" C." 12 0. : 4.�: 7 4. i-,w 33 ITV0 A. TAPCOW 41 52 74 12.T - 1311 5.1"1 3.131 14,211, 10,711, '1 4.CrI &23* Ic7- 4.1' 6.25" 12LW' 4.7- C6' C25" 10.7' Coll 6.: 4.1" 4 .2.:: I C35- 20.7- 4.e 4.0' ilL 10.711, '1 4.0" C23" 1111" i, -1, 33 ALL "009 SOUO SU 41 49 5Z lz Ia Ir 161(ya 14_IaL ILE ISO". 1 ILL 7.16" 12,311. h; I I -, 11.1 12-51, 16.01- Mr, 91.11 12.51, C31" 12.V. 16.0" 7.8" 6.3.1 t2.5-- I&V- 9,7- 7.9 IZ.5-- 16.0" 7,7" 6.2" 12.1" I&W ?IP 6.2- IZ F' La!r. 16.0- &9" 7.2' IZ.5- 1:. " 7.7" IC0.. 7,7. Sl. 1 .1.1 7.7" 6.21, 6.2" 12.51* 12.31, L6.0' 7.7- 6.2" JULD. 7.71 114- 1 J/4- WORD 33 41 5 z 1"Z 12.T' 16.0- 6.4- 5.9' & 25.' 11.3" 4.4" 4.r' & ZIP 10.3* 40i, 12.5" 111r* 5.2m 4.8- 6,25- 96r 3.6- 3.3- 6.25" %all 3.61 'Ll, 6125" %211 3.5 3.3'. 64 If 11.1..�V' 4;1 &25" 9.2" 3.S" r 2 .2!1 is, 314- EDGE DISTANCE Z I IU W.'r CONKTVPR CON, cass TIP, I TYPE Cl C2 . C4 CIL C3 CA Cl C2 0 C4 33 121T, 1 .01, 1&0* 10.9' 12.S!'116.0" L6.0" 7.V 12.5" 15. - 16 0" T. 41 ll.vl Ica' lail" 8.8" IZ.S' - 15.0" 15.11" 15.1" 12.Y* c. 15.0' ICE I.c. 46 12.F' 16.a' lr.F 7. 9' �V =60- 74-,7-6.0- 125- 36.0- 344746 6tOl* 52 ITS., 167 IS71 P. la.S.- LET, r4.1.1 6.0- 12.W' 15.0- 14,1" .0- Iz ILT' I&W 14.7* &D" IZ.5" ISM" 14,7" b.a- 12. S' 16.0- 143" C." 114. 1 ur MOM 33 LIS, 161a, 16.0" 10.11, 12.5i, 16.01, L2.11- 7.0' 12.5" 16.0" 10.9" 6.2" �v SCREW 41 IZ.5" 16.01- 14.1- &V 1&.r ItE 9m7'j 546N 12.5" 26.0- 9.?' S.6"; 12.5' 16,01' l?.0' 7LD' la.V' 16.0" 9.6" 5.6' 12.5r, 16.0" 9.6 5:: a Dll� 32 72 12. T' 12.5" 160' IL.1' 16.01' 9.6" &4' JZ�511 5.6* 12.5" If OIL 160- 9 a'. 3Z- 9.6-� 5.6- - 12.V 32LY; 10.13 S. - 9.6 1�'ol 5.51- I 1/4. I -lie MBED 33 L2.5?' MOP MW 12.5, 16.011 11. 22. V le D" TAP CRIP -C� 41 12.5?, Ica, 1&3" 91- - 327 48 * 5Z =ZS" MY 16.01- ILA- 01,1051 12.F 160. 16.01, EA., 9A*1 12,51, 22 ' 5" 16.01 9.1 Cl' 72 22.5, 16.0 SLI: F/161 - 4W -END0 33 -, 2-F!p 16. 0, - ST. 73-ILS-11 6.. 5.1 12.5" 3.0- 5.3- 4.5 LZ.511 1G.Ol 7,01, IZ.r1IZ.5T4"" A 4.1 CZ3- 32.4- 4 4.1 ... 10-H H- 41 WWD USMSC 49 12.5" 15.4" -, .. 4. 6.2 1... 51 TZ ME" 14411 ,k7' 4 t 21 I. 4,7-- 4 M 1.,25" 12.0' 4.7" 4.. &25 121 .r 4.0 4.' ANCHOR NOTES: L. ANCHOR SOIEDULE APPLIES TD ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES IN SPAN SCHEDULE SHALL APPLY RESSURES INDICATED MAXIMUM ALLOWABLE ANCHOR SPACIN% MAXIMUM ALLOWABLE SPANS AND P 2. ENTER ANCHOR SCHECKILE BASED ON PANEL FASTENER SPACING, THE EXISTING STRUCTURE MATERIAL, & ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN LOW ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SMUT -TER SPAMSELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING ODWITION (SEE MOUNTING DETAILS ON SHE 1 *PAWL FASTENERS" ARE STUDS USED IN OOPOUNCTION WITH ALL MOUR71NG EXTRUSIONS ET 2 FDA IDENTIFICATION OF CONNECTION TYPE). rr-TRACK, STUDDED ANGLE. ETC.). USE &25- O.C. PANEL FASTENERSPACUNG TABLE VALUES FOR ALL 'H"- AND 'U'-HEADERS (INCLUDING SUILDOUr CONDITIONS). 4. ANCHORS SMALL BE INSTALLEDIN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS S. HOLLOW BLOCK HOST STRUCTURE SMALL CONFORM TO ASTM CID BLOM 6. MINIMUM EMBEDMENT SHALL BE AS MOM IN ANCHOR SCHEDULE. 7- MMNIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO. FOAM. BRICK, AND OT4R WALL FINISHES. WALL FINISHES SHALL BE LIMITEDTO 1/4' MANOR S�%LLBE VERIFIED BY OTHERSTO ADEQUATELY TRANSFER LOADS 10 HOST SIRUCrUM, a. CONCRETE AN04MS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY. 9. WHERE EXISTING STRUCTURE 15 WOW FRAMING, EXISTING CONDITIONIS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTOADEQVATF WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENERSHALL BE LOCATED IN CENTER OF NOP41NAL 2. X 4- (MU1.) WOOD STUD (74� EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SMALL BE -SOUTHERN PINE' G-0.55 OIL GREATER DENSITY LAG SCREW SHALL HAVE PIC 111PS PAN HEAD OR HEX HEAD. REMOVABLE ANCHORS ARC DI!Wt-� PANELMTE, AUL-POIAMS SCLID-SEr & BRASS BUSHIN MACHIN SCREWS, SHALL HAVE 112 MINIMUM ENGAGEMENT OF THREADS INTO THE BASE NOE 14AY KAYE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) UALO. 13. MsNBMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. ANCHOR A 14 Site DESIGN ES ANCHOR COMMONS WHICH ARE NOT ACCEPTABLE USES. AT Is DIRECT )rT'NS. CrrPERMIrTEO FOR USE WITH THE ANCHOR SCHEDULES LISTEDON LINEARMTERPOLATION ISIN THIIS SHEET. I W" X1 rL Z =11 II ;Z it LU 4KIC (D Cl) CU > Cl) C) 0- 2 ca_ CU o -0 CU -CU cn 0 0 I- a = 0 3.- CU 0 0 CU U- CU > --0 (D E 0 CU CIO -It- 0 0 M co X Li- a- V- 0 N 0 eU D a) 0 - U) > L- (u > C 0 0 0 W (D -4=-j U) > CU D- III co CU LIJ Z SHEET NO. SH 1 .5. 0 Ll VA � 1� JFWANIM 0 w